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Home My WebLink AboutPermit B94-0271 - CALDWELL RESIDENCE - NEW SINGLE FAMILY RESIDENCECity t % of Tak * • (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: B94 -0271 Type: B -BUILD Category: NSFR Address: 15646 42 AV S Location: Parcel #: 222304 -9106 Zoning: R1.72 Type Const: V -N Gas /Elec: GAS Wetlands: Water: HIGHLINE Contractor License No.: TENANT OWNER CONTACT BUILDING PERMIT Status: ISSUED Issued: 09/08/1994 Expires: 03/07/1995 Suite: Type of Occupancy: DWELLING Slopes: Y Sewer: VAL VUE CALDWELL DEAN 15646 42 AV S, TUKWILA, WA 98188 CALDWELL, ROGER 15650 42 AV S, SEATTLE WA 98188 DEAN CALDWELL 3232 23RD AVENUE WEST, SEATTLE, WA 98198 Phone: 206 431 -1434 Phone: 206 283 -8592 * * * * * *, * * * * ** * * ** ************************** * * * ** * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCT NEW SINGLE- FAMILY RESIDENCE. Units: 001 Front: Buildings: 001 Left: Fire Protection: N/A SETBACKS .0 Back: .0 .0 Right: .0 UBC Edition: 1991 Valuation: 136,205.70 Total Permit Fee: 1,383.35 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ._115ailLa Ca---5Er q-W 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. 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 provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. Signature: Z < !�,��, C.2 atc.n.0 - c Date: Print Name:_6Q d /R,DYJe-LL. 9- 08- 92/ Title: OIAJME 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. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. MEMORANDUM TO: All Plan Reviewers FROM: Shellie Bates, Permit Technician DATE: August 18, 1994' SUBJECT: Revisions to Caldwell, Dean (B94-0271) Please review the revised plans dated August 12, 1994. This revision is to change the building permit from lot 3 to lot 2. Also please keep track of the time spent reviewing these plans. The applicant will be charged for the additional plan review time. DEPARTMENT Permit Center Building - Initial Review Fire NUMBER OF HOURS • 5 • , Planning Public Works Building - Final Review 1 TOTAL 3.1 k 60 I D CITY OF TUKWIl g'- Department of Coinmunity Development — Permit Cente"' 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER PROJECT NAME SITE ADDRESS INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. • Dt1ea S I)cfLJ, • DEPARTMENTAL REVIEW �� AA "X" in box indicates which de pa nib leetb ee project. P P 1 DEPARTMENT BUILDING initial review XFIRE EJN DATE' ?PROVED g PLANNING PUBLIC WORKS 1. 11- ROUTED INIT: �' 62(2-'5-7Y- INIT: VG.. 8rzs /p¢ INI : QUIREMENTS CONSULTANT: Date Sent - COMMENT ....................... Date Approved FIRE PROTECTION: FIRE DEPT. LETTER DATED: Sprinklers Detectors A N/A INSPECTOR: ZONING: REFERENCE FILE NOS.: IBAR/LAND USE CONDITIONS? UYes Lo MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: 0 OTHER INIT: BUILDING - final review BUILDING OFFICIAL REVIEW COMPLETED TYPE OF CONSTRUCTION: VN CERT. OF OCCUPANCY? °Yes No UBC EDITION (year): Icicd 1 AMOUNT OWING: d [j�j�j r`1 CONTACTED ft aik, Cl' n - C4 ! n DATE NOTIFIED BY: (init.) 2nd NOTIFICATION BY: (y_lit) 3RD NOTIFICATION BY: (init.) U V c l i- j der m $Q5. oQ 01/08/03 CITY OF TUKWIi 4 Department of Ck ,munity Development — Permit Cent 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER bqg PROJECT NAME SITE ADDRESS C_CA WQ.`I /-570 INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT DATE:: BUILDING - initial review .FIRE P- L- ANNING DATE APPROVED. 7/240/dd. R., CONSULTANT: _JROUTED 3EQUIREMENT Date Sent - OMEN: .................. Date Approved - FIRE PROTECTION: Sprinklers Detectors V N/A 11101-( L(( L !J FIRE DEPT. LETTER DATED: c^( i INSPECTOR: 373- i INIT: `'"t INIT: \C (A. MINIMUM SETBACKS: N ZONING: BAR/LAND USE CONDITIONS? Yes No REFERENCE FICE NOS.: -- — _._ s- E- J PUBLIC WORKS 0 OTHER UTILITY PERMITS REQUIRED? Yes (1 No INIT: INIT: PUBLIC WORKS LETTER DATED: BUILDING - final review k BUILDING OFFICIAL TYPE OF CONSTRUCTION: INIT: CERT. OF OCCUPANCY? OYes C] No UBC EDITION (year): INIT: REVIEW COMPLETED AMOUNT OWING: CONTACTED DATE NOTIFIED 2nd NOTIFICATION 3RD NOTIFICATION CunLt Fel 1:3ci aoCsielfi tom. ?uao I5Y: (init.) 01/08/93 CITY OF TUKWILA Department of Community Development - 6300 Southcenter Boulevard, Tukwila WA (206) 431 -3670 BUILD1t PERMIT APPLICATION Building Division 98188 PLAN CHECK NUMBER DESCRIPTION AMOUNT:.: RCPT '# 'DATE BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE OTHER qi `TOTAL' "a(43.3.5 SITE ADDRESS SUITE # /6 W 'YR'' °' s A-u c ,S U. VALUE OF CONSTRUCTION - $ 0 a0 13(p106.--)0 ASSESS • R ACCOUNT # 002 37s - 9 PROJECT NAMEJTENANT 0 Ar -'6cv &1- L TYPE OF 0 New Building L) Addition • Tenant Improvement (commercial) U Demolition (building) WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other DESCRIBE WORK TO BE DONE: 66t,t /--D 43 S i N a k 6' >' /1,1-i t i, Y 9. c -S (ta c C BUILDING USE (office, warehouse, etc.) SU&i -0 .1.4'I.k re...ES'rAo.cC1 NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? ® No ❑ Yes If Yes, new building requirements may need to be met. Please explain: ' j ' L ' .., SQUARE FOOTAGE - Buildin• . 192 y Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: ❑ S•rinklers 0 Automatic Fire Alarm OR HAZARDOUS MATERIALS IN THE BUILDING? System PROPERTY OWNER -o G. .4 �t A- r •� 6- / i PHONE Y �/ ADDRESS i5-62 S0 - Af o2 `~ c4 /}UC' S G i PHONE ZIP CONTRACTOR ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # c.,riL 7 cc, ,e. -ft a K / <' EXP. DATE 74 3---/ 3.- ARCHITECT PHONE ADDRESS ZIP I HEREBY. CERTIFY <.THAT :I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME :: •BE TRUE AND:: CORRECT, AND°I ::AM AUTHORIZED TO'::APPLY >FOR THISPERMIT BUILDING OWNER OR AUTHORIZED AGENT SIGPd.ATURE cc.. DATE ;2 ,rte PRINT NAME 6 A� (1/4 4 LD CJ& L 1 ADDRESS CONTACT PERSON A 4 N 6 cu 6„ PHONE r _ "3-9 CITY/ZIP 5, e fi. PHONE 02 g, ?_ 7s.9 '7., APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. 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. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES COMMERCIAL SUBMITTAL CHECKLIST NEW COMMERCIAL BUILDINGS /ADDITIONS: COMMERCIAL TENANT IMPROVEMENTS,:. Compieted building permit application (one for each tenant) Assessor: Account .Number,: Two (2) sets of:constructior Site.plan • Locahon:of tenant space •:Existing and proposed parking Landscape plan (if applicable, ► e, change of use Overall building plan •:Tenant location •. Use. of adjacent {commonwail) tenant •.Overaltdimensions of •building •or square footage' Completed building permit application (one for each structure) Assessor Account Number. Two sets (2) of the following: Specifications Structural calculations stamped by a: Washington State license engineer , Soils report stamped by a Washington State;licensed engineer:: Topographical survey rEnergy calculations stamped by a Washington State license engineer or architect Legal description i-1 e Working drawings, stamped by a Washington State.. architect, which include •• Floor plan of proposed •tenant space .Tenant space plan with use of each room:labelii •:Exit•doors, egress patterns New walls, -•existing:wali, •"and wails to be demolished; Construction define Cross sections showingwalt construction :and method.o attachment for floor and •ceiling Structural calculations stamped :by a Washington State licensed:. engineer maybe required tf structural work is to tie done:(2 sets): NOTE ll any uWity;work 1s to be •done, submit separate unl!ty. permit • application and plans • Site plan •:Architectural drawings:: • Structural drawings • • Mechanical drawings.,.; • Elevations ." • Civil drawings • Landscape. plan Completed utility permit application "(one for: entire project Six (6) sets of civil drawings NOTE: See utility permit application and checklist for specific utili submittal requirements:: • RACK STORAGE REROOF: 1 Completed building permit application Completed building permit application Assessor Account Number Two (2) sets of plans, which include:;;:. Building floor plan showing: • Entire space where racks will be located • Exit doors • Dimensions: of all aisles. :Assessor' Account. Number:':!: 1 Narrative describing existing root material being removed, an !. �. material being installed,' NOTE: A certification letter is required prior to final inspection .and sign off of, the permit. ANTENNA/SATELLITE DISHES • Completed building permit application Assessor Account Number • Two (2) sets of plans which include; Site Plan (showing building and location of antennalsatellite dish Details antenna/satellite dish :and method Of attachment Structural calculations stamped by a Washington State license engineer maybe required ; LiTenant space floor plan showing rack storage layout, aisles:and NOTE: include dimensions of racks (height, width and length); and exit ways on plan. Structural calculations stamped by .a Washington State licensed engineer (rack storage 8'. and over) RESIDENTIAL NEW SINGLE - FAMILY DWELLINGS /ADDITIONS LJ Completed building permit application (one for each structure Legal description IAssessor. Account Number �� Two sets;(2) of working drawings :which include Site plan pit plan show:' closest hydrant location.. • Foundation plan include access to building showing: •: Floor plan : width and length of access.).. . "Roof plan :: Buildiingelevations (ail views Building cross- section • Structural framing plans ' Completed building permit.application (ono for.each structure Assessor: Account Number Two:(2) sots of working drawings, which include: •. Site ;plan Foundation plan •Floor plan Roof plan .. • • Building elevations (ail views) Building cross = section .:. Structural framing plans;. NOTE:.lf any utility: work is to be done provide utility permit •application, and plans: must be submitted Washington' State Energy.Code'da Completed utility. permit application C7: Six (6) sets of site plans showing uplihes NOTE: Building site plan and.utility site plan. maybe combined : ,See utility permit application and checklist for specific submittal requirements Additional topographical and soils Information may be required if.un que site conditions. :REROOF.S Completed building permit application (onE C Assessor Account Number Narrative` describing existing roof, material material being installed.., NOTE A cortiflcationletter;15 oN •of the permit required pilot to strp..Ctura being remove STORM DRAINAGE Permit No: PW94 -0105 Issued: 09/08/1994 Status: ISSUED Approval Letter: 08/25/1994 Project: CALDWELL SFR Expires: 03/07/1995 Site Address: 15646 42 AV S Location: LOT 2 OF SHORT PLAT Parcel #: 222304 -9106 Watercourse: Wetlands: Slopes: Sewer: VAL VUE Water: HIGHLINE Contractor License No.: TENANT CALDWELL, ROGER OWNER CALDWELL, ROGER Phone: 206 431 -1434 15650 42 AV S, SEATTLE WA 98188 CONTACT CALDWELL, DEAN Phone: (206)283 -8592 ***• k************************************************ * * * * *•k * * * * * * *•k * *•k * * * * * * *•k ** Additional Permit Description: ROOF DOWNSPOUT TIGHTLINE TO INFRASTRUCTURE PIPE Existing Square Feet: Additional Square Feet: New Square Feet: 2308 Inspection Fee: Plan Check Fee: 15,00 10.00 TOTAL FEES: 25.00 Acct No: 412/342.400 Acct No: 000/345.830 King County Valuation: Value of Construction: 136,206.00 *******************• k********************************* ** * * * * * ** * * * * * * * *•h* * *•k * * *•k ** I hereby accept this permit and agree to abide all applicable sections of the City of Tukwila Municipal Code. We agree that the City of Tukwila:shall be held harmless for all or any claims arising as a result of this project. Permits which have lapsed beyond the expiration date shall require a ;', re- application and reissuance of the permit through the City at an additional fee. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. TO SCHEDULE AN INSPECTION CALL 433 -0179. Signature: Date: 9- 08-94 * * * * * * * * * * * * * ** *** dl******************************* * * * * * *'* * * * * * * * * * * * * * * *•k * * * * ** APPROVED FOR I SUANCE BY: JAP Issued By: ��) 1) 04 Date: Authorized Permit Center Signature *****• k* * * * * * * * * * * * * * *•k*•k **•k * * * * * * ** k************** * * * * * * * * * * * * * * * * *•k * *•k•k * * * * ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature Date CITY OF TUKWILA Address: 15646 42 AV S Permit No: PW94 -0105 Suite: Tenant: CALDWELL, ROGER Status: ISSUED Type: PW -SD Applied: 08/16/1994 Parcel #: 222304 -9106 Issued: 09/08/1994 * * * * * * * * * * * * * ** Ati*********** Ar * * *!C * *** * ** * * *AC * *Ac * * * * *** ** ** *k * ** * * * ** * **A** Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off - site or into existing storm drainage facilities. 2. All private storm drain pipe shall be either concrete or reinforced ADS pipe. City of Tuk ila SPOSystem — Engineering Division ter Blvd., Suite #100, Tukwila, WA 98188 f'11/9f eVa5 Phone: (206) 433 -0179 Appilc:'-n # /.PE -9,3— D09 1 6 1994 UTILITY PERMIT APPLICATION � PROJECT:- • Site Address: s G .i , - ` 4 2/G - ' o INFORMATION Name of Project: /94.0)1/21... _X / r .Z Property Owner: K,Q GE / Z Q / , ) € b w 4) c L Phone No.: - 3 (- Street Address: /5% s_ U -- y cr 4 Engineer: Street Address: Contractor: City /State/Zip: SF 4 . GV A Phone No.: City /State /Zip: Phone No.: Street Address: City /State/Zip: King Cty Assessor Acct #: o? 9. .3 d 5'".%U(, Contractor's License #: Exp. Date: PERMITS REQUESTED' ❑ Channelization/ Striping /Signing ❑ Sewer Main Extension ❑Private ❑ Curb Cut/Access /Sidewalk /4".5. SI Storm Drainage ❑ Fire Loop /Hydr. (main to vault) — No.: Sizes: ❑ Street Use ❑ ❑ Water Main Extension ❑Private ❑ Public ❑ ❑ Water Meter/ Exempt:— No.: ____ Sizes' /O. 0 0 u Deduct ❑ Water Only ❑ ❑ ❑ Water Meter / Permanent — No • .._. Sizes' ❑ Load ❑ Water Meter / Temporary:— No.: ______ Sizes' s' Estimated quantity: Schedule' ❑ - No.: ❑ Other: ❑ Public Flood Zone Control Hauling Land Altering a? 3 cubic yards Landscape Irrigation Moving an Oversized Est. start/end time Date: Sanitary Side Sewer (T6 WATER METEF DEPOSIT /: <': ::REFUND /BILLII :SERVICE ;': BILLINGS':TO: Name: Phone No.: Street Address: City /State/Zip: Name: Street Address Phone No.: City /State /Zip: ❑ Water DESCRIPTION;OF >>PROJ ECT? ❑ Sewer ❑ Metro ❑ Standby ,.Single- Family Residential ❑ Duplex ❑ Triplex ❑ Warehouse ❑ Manufacturing ❑ Multiple - Family Dwelling No. of Units: ❑ CommerciaUlndustrial "MISC.ELLANEOU ❑ Hotel ❑ Motel ❑ Office ❑ Retail ❑ Apartments ❑ Condominiums ❑ Church ❑ Hospital ❑ Other: ❑ School /College /University ❑ Other: New Building ❑ Remodel/ Square footage of original building space: INFORMATION Square -Q4 4r x`29 Addition Footage: 04/4 erAe /879 Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ /36 02 . dd I HEREBY CERTIFY::THAT :1 HAVE: READ::T:HIS. APPLICATION; AND KNOW THESAME T0: :13E;TRUE AND CORRECT Applicant /Authorized Agent Signature: nn �. ��-I e A Lt) w E c L Contact Person (print name): Address: Print Name: SAN Date: r`jo.. /. - Phone: a2 -3- (9'S`!2 Phone: Date Application Accepted: �//�/97e. Date Application Expires: , /A /9 , J 04/22/92 City of Tu vvila Appli ,, :ion Central Permit System - Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Do q Phone: (206) 433 -0179 UTILITY PERMIT APPLICATION PROJECT T Site Address: / S Lj() /X I% ` C', INFORMATION ; Name of Project: CoJ. -)tA)P1 , p (An Pro•ert Owner: - p 1 (Ai i L Street Address: Engineer: Street Address: ne Art 6- Contractor: AA/ 0 ,4 Cbiu 6-L Street Address: 3 a3 ;2- 3 " `l ,�-ff King Cty Assessor Acct #: t316.,Contractor's Licens PERMITS.;; REC�UEST ❑ Channelization /Striping /Signing l Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: Sizes: ❑ Flood Zone Control ❑ Hauling ❑ Land Altering 3-0 cubic yards ❑ Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times: Date: Sanitary Side Sewer -- No.: / Phone No.: `/ 3 / - / c/, •., Cit /State/ZI•: iu�.Ck'rc 4 Phone No.: City /State/Zip: Phone No.: c2 8'' 3 -3's Q 9, City /State/Zip: $ C� /4 , Cc/ /� ,. y S'/ License #: C`yl (.'b toL,039 /si. Exp. Date: Rh r4 ❑ Sewer Main Extension ❑ Private ❑ Public ® Storm Drainage ❑ Street Use ❑ Water Main Extension OPrivate ❑ Public ❑ Water Meter / Exempt: - No.: ^ Sizes' Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No • Sizes* • Water Meter / Temporary: - No.: Sizes• 3 . Estimated quantity: • Schedule: ❑ Other: WATER` >METER. `` REFUNDIBILLIN BILLINGS':TO': Name: Street Address: Name: Street Address: Phone No.: City /State /Zip: Phone No.: City /State /Zip: 50 Water Sewer Q Metro DESCRIPTIAN OFTRW EC' ❑ Multiple - Family Dwelling No. of Units: ❑ Commercial/Industrial ❑ Standby 21 Single - Family Residential ❑ Hotel ❑ Motel ❑ Office ❑ Retail ❑ Duplex ❑ Triplex ❑ Warehouse ❑ Manufacturing ❑ Remodel/ Addition MISCELLANEOUS ` ❑ New Building INFORMATION Square Footage: 1,(? `l ❑ Apartments ❑ Condominiums ❑ Church ❑ Hospital ❑ Other: ❑ School /College /University ❑ Other: Square footage of original building space: Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ leaLi V tJ 1'HEREBY;CERTIFY THAT ;I >:HAVE READ.' THISAPPLICA:TION :ANA'KNOW THE: SAME. >TO. :BE..:TRUE AND. :VORRECT Applicant/Authorized N Agent Signature: ►M J ..� 6JciZe-ee/ Contact Person (print name): Address: � = A..ti C ? 4- £-b 6 & ' - t Print Name: `Z, 6p,,. Ai e 4-C 6 w 6-.4- C y Phone: 02 8- 3 - �,.c-y -1. Date: .9 /�a. r r Phone: m Date Application Accepted: l✓ '\ Q- q `I Date Application Expires: 1.}Q-citil 04/22/92 **^+***+»+++++*a+*+++* +**++6*+*A*A*k**A*****A**h+h+**A*+ CITY OF TUKNILA, NA ...- \ [K NIT *w+*+^+/*A+*++6**+A*Aa �]+* a)� �*+^**+**+A*+Aa +xn TRANSMIT Number: 940O1175 Amount: �' 25.00 09/08794 16:23 *w � Permit No: PN94~0105 Type: PN~HD STORM DRAINAGE • `•' Parcel No:' 222304~9106 Site Address:' 15646 42 AV G LoCation: LOT 2 OF SHORT PLAT Payment Method: CHECK Notation: WEAN CA|DWELL 4 Init: SLD .**^*+a*.N*o++++**+�+*++*++*++**a**A+*+h+*++*****++**+******+*++** Account Code • Description Pmid 0O0/345.830 PLAN CHECK - UTILITY 10.00 am 412/342.400' 'INSP FEE - STUM DRAIN 15.00 Total (Thim Payment): 25.00 Total Fowa: 25.00 Total All Payments: 25°0O Balance: .00 ' ~~._~~.~~^ ~~^, _� . (.1) *^a***^+a+a++++++**.4*++*+*+*f+4^+++*+»**^**+A**+**+«*A**++/++A+* CITY OF [UKNILA NA , ' TRANSMIT *A****a+A+*+a 4a**A a**A*1**+*++**+a**++a+4**^A�h*^+*+*a+/**'a'-' TRANSMIT Number: 94001176 Amount: B83.5O 09/08/94 | ��'i Permit Nor 094-0271 Type: D-BUILD BUILDING PER'Il--'^~ rarce< No: 222304^9106 Site Addrogs: 15648 42 AV S Payment : Meth d CHECK N u ntmtion: DEAN rALDNELL Init: G�D *++*+**^**+++*4**+4*»+*4�*+*+***+**+++*+*+*4a*6++a � +4�*�»^ + Account Code Description '~'"0O0/322"100 BUILDING - UES 839.00 BUILDING - RADON MONITOR 20.00000/386,904 STATE BUILDING SURCHARGE 4.50 Total (This Payment): 083.50 Total Feei: Total All Payments: 1,383.35' 1,383.35 Balance: ~00 • GENERA ~,' 859.00 GENERA "* 20.00 GENERA . 4.50 GENERA 10.00 GENERA 15.00 TOTAL 908.50 CHECK 908"50 CHANGE 0.00 5495A000 15:29 at ,«7—v71`frs7' T.,Trr. -ter .;;'T?'[.: ' r ,'"�.•�,•'f;1'!.'fi!R�",�"!'wswr r, %':i y`�. "� r• �J kk k•4 44• kA4* 4**• h** k• k• k**• k****• hA•* k****4 ** * * * *** ***•hk*k•k•.*k* * *•k** ** * CITY OF TUKWILA1 4!A TRANSMIT **khkkk4*4•k *: ** **•h ** *4**44*,hh * *.a* ** * *,A*4k**k•k ** *4*4** *4*** ****k TRANSMIT Number: 94000867 Amount: 499.85 07/22/94 15 :14 Permit No: 894 -0271 Type: G -BUILD 0UILDING PERMtl_t/25 /94 Parcel No: 222304- 9073 Site Address: 15650 42 AV S Payment Method: CHECK Notation: CALDWELL CONSTR init: SL13 * ** 4h*** * *k* **k** **4 * *****•k* ***** 4* h*•h•k k•k *A * *4 * **•k k•k **** k•k* 4 *4 ** Account Code 000/345.830 Description PLAN CHECK -. RE$ Total (This Payment): Total Fees: " Total All Payments: Balance: • 1,293.33 499.85 793.50 Paid 499.85 499.85 GENERA 499.85 TOTAL 499.85 CHECK 499.85 CHANGE 0.00 3862A000 15:48 1. ‘,. INSPECTION RECORD k Retain a copy with permit ti CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Z39 ti 0177 PERMIT No. 3670 Project: n lis—tellC4 ype o nspect l >7a, Address: .4.424.7je"ade4 Date Called: VDate Special Instructions: Wanted: 171-2g—Yr&2131. .m. Requester: Phone No.: AApproved per applIcablesodear--1::1--CTriefrOTTrrequired..pdc)rtoa!roval. COMMENTS; $30.00 REINSPECTION FE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 4. SPECTION O. C INSPECTION RD, C., Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431-3670 •roject. --) it ypeo nspecl . • . " re ssi cD6 '16 i74 A v ,5 i:te a e.: Special Instructions: - Date Wanted: am. pm. Requester: Phone No.: 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' IInspector: 64.'■-‘-v-'1, Date: 5— o $30.00 REIF4PECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . ECe o.: Date: 4.t.c:gt 5t at, 51.: IN/---F) INSPECTION RECORD SP/ECTION NO. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431-3670 • ' b,c,un Co,lait wel t ype o nspectIon: ..-- Address: 150 *, '.-.. Aue..3 Date Called: Special Instructions: Date Wanted: 0 Ci am. Requester: Phone No.: clqo Approved per applicable codes. r4 Corrections required prior to approval. COMMENTS: frfei IInspector: O $30.00 REINSPECTION FEE EOUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 SPECTIO 0. INSPECTION RECORD / Retain a copy with permit Q2-7 i PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300. Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 r 1 •ro 3:{\ C n irit,� 9-- I ( .l YPeo nspectwn: 1 N '�, qd e : ik / 3 ka 5 �j' Date Called: , /_ p / _ 15 `T - Special Instructions: ,� �= il� Fletel.e._. ill y\ Date Wanted: l`,t - 4 %- q am. .m. Requester: Dp GYi?/(,_ Phone No.: O� / f� , o O ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: V i't';• `'A, -Z-.) Me.h c - 5 ter ei )3 /e - p lY /j 2,,) SfL) r°¢ - ,$-(9f r e. epi e4 1,;" pia -t., 4 cd„....„.."2, rf r ' lr 1>e, vf. '-6/05/ 5 /946 i 'L. ,e .4f :4 4, / (,)34;k. 14 il di iv"- Jro , Y4 y 1 74' 7 /0).,...A. L41 A. ,4 k- 4- 4, 4 ‹" .r/( ,,, c, 47-2L--=5 Y-- /00 4. i ' ! i..}" A "<„,__. f3) 6,4141 rve in"? 1 fri 0e tats ALt''1 4 nspector: J. .1 1 ,w J • v ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. "Me: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 04$1 PERM 1-3670 176F—ci: ( 6 / 1 ype o nspe. ion Address:/,.—..1,94 le 4g/id t..., Date Called: ,, / W (.0 / 67 Special Instructions: Date Wanted: .43-, / (9:9 P.m. Requester: Phone No.: .57' Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: re. nspector: dipegai 111117011111111111 ID $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION RECORD() Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 770Fra. ( ...7747...m, /J....WI ype o nsprfr ect r77.:7_— Addressy"..)/ „pi a,,,.." 46/.01e Called: (7)//0 Special Instrucirons: Date Wanted: C./.. am, Requester: Phone No.: 17/ 0 6 g• 6 6 &Approved per applicable codes. COMMENTS: 0 Corrections required prior to approval. o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recoil 14o.: Date: „Att atatraaatitA1511.111:244401eS, INSPECTION RECORD() Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 --Ncleck,.,(skjuk) ype o op= ecWit..) :Date Called: / / /;;L,14011 Address: v.5. to 4,4) 1,,),.,. t ,,,1 1 ( („2.1" I-1( . I Special Instructions: 1 ,.) Date Wanted: j/FL--. ,--. ._..., am, Requester: Phone No.: .ht. c74 o 3zed,5- Approved per applicable codes. korrections required prior to approval. COMMENTS: ' 1 113 • t ,A.A--3-iA.9.-- —40S —44 Itj v 4 CA _ . 1/4"ki cirt,.C-- S-- 4 t! Of— se . I J cirvu-cfrt:c'.4 — --5-t- 6 ikpiA) .... . • • ... Inspector: o $30.00 REINSPECTION,FESREOUIKED. Prior to reinspection, fee must be paid at ' 6300 Southcenter Blyd„; Suite 100. Call to schedule reinspection. Receipt No.: Ueds: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 row tech (i:,/ L.64'G 1 c' �ype o nspect • n: 44t,[AA Specie Instructions: Date ant =•: 1- y) . -, ./ am. /p.m. ,.;�- Requester: , ' • No.: ii() l %;'c'6e) ❑ Approved per applicable codes. a Corrections required prior to approval. COMMENTS: --fa i n t C'0 It' iL t"'t - ?7 t I A PP/1.0 vt,: 5, of 1/, - C c_ 1-0 / ,J.sti c.4Te [ Inspector: Date: /17,0"),) ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ecep 'o.: IN PE • `0. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Vim, /1_ Ob'7/ PERMIT NO. (206) 431 -3670 Project: U ype o nspe or — v Address: k:::-)-&24b 4 rici {v c, Date Called: (c/41J. PLAN s AND cALCS e,444,.. fog._ Zr d' Ni " /@- /L "d.c. --''L / / 0 t i Special Instructions: a,c `Z.....- Date Wanted: / / �/ �� ' Cam,)P,m. Requester: 't DotiAt •JDIST NA, (-1 06 scf.),FOut..- " mar HelLep m. e CLtr„.........„, Phone No.: G , ■ ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: t UPub.LS — J t N it r hi .D4064...F Toe f' a.--t 51"'tr4.f.C. is.,i-- .STAG, C, F7Lr-j2 A T LE ►FYI_' 4 ' s.1.--&--en- sne,Qp ACIca SS Lr,,c •AT1oNS 741h9- ArL . _ L n7J.:s 'Zr) f" IL.- t..STS @ 21/110.c, • j 2." X 5 AIZ+� , VT (c/41J. PLAN s AND cALCS e,444,.. fog._ Zr d' Ni " /@- /L "d.c. '3) Uou.St.e- Fu1Q+2...J 01572 lY115Sel, /1.) (3) Lot,47-wp $'. d) I4ad a-- J d1s7 "1 7 IgLd at-O'0 W I1 "-" .F 4,1 i. /!'c 1.1.1.5 C7F'"i APPAdVA41 ego v 1 D'''" ,,,pe-GS F-60..- $Locxt1. ' y� .j Atop j L /n.�j. ' — e v,n c 7- uSS sps-cS . r , G (i`3) tat/NANTtoof tpo.its a utst- -Af No-r- (/o . 't DotiAt •JDIST NA, (-1 06 scf.),FOut..- " mar HelLep m. 0) rw0- 6dntt,t0G NE c.� h„1 P4 mty 4- LAc+POI /worn. 61 0 P q1L-AtA Cr NCI' m -LTN MVO a 1 Inspector: () Date:f (6.../g ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ecept No.: Dale: NSPECTION 0. INSPECTION RECORD() Retain a copy with permit PERMIT NO. / CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ! (206) 431 -3670 Project: lADvrL^Z -l.. -- Type of Inspection: ' }-A hi I IC7 Address: / 5 (p (((p 4Z iv ...K. Date Called: Special Instructions: " 0 0 9 0,2, Date Wanted: %" 5--_ 1 J • am p.m. Requester: Phone No,: ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: i 0) --Arn c„ q/ -.rr eR Ott u p t-t t G.,14 IS In, AO ..v, a1.. l.ilSr: 'M 1: (50 12.A1`to Pte.-- PLAh1 1>vtg rit NOT" corn PL� E-4 RA--"rtiy - its ) ThAm t S r4• rt. 14 tYro ►JG SiSTE \ l FSi APPe-qii... It Bt -r\----4- •,. 9. WA . 'D 11- v u--1 /1""aa r i. PE —`t - WSJ. Inspector: Date: .rq { ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: ISe: INSPECTION RECORI Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P RMfT 0. (206) 431 -3670 roject —rpOT nspect on: A � _�v; ' Address: l5 ca 4 cp L Z ` 5 Date called: Special Instructions: Date Wanted: ' /1 '4)4./ am. p.m. Requester: Phone No.: ut / 0 .� 0%62 5- Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' S ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. ecept o.: e: �tl INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 r^ PERMIT (206) 431 -3670 `roje : .A Oa Lc O yP° s;_;,9 - Address: ir-�4� �d c .,5) Date Called: / /279 9 Date a t ,/ ///// ' `i EDP. . Special Instructions: J ' / C /Le..o-'-au. Reque ter I, Phone N`1940 a Approved per applicable codes. COMMENTS: 0 Corrections required prior to approval. Inspector: Cl $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. yap o.: e: INSPECTION RECOR Re tain a copy with permit SPECTIONT�O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project:; .d ` U Type of Inspection: �, =%. lA� •,,ta.. _ ':te a :.: d Special instructions: Date Wanted: Requester: Phone No.: pproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt Y1o.: Date: . INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: rze Type of Inspection: lA Address: I.f A, /_41 q Z 0,v, "f 9. Date Called: Special Instructions: Date Wanted: jp , I 7 m. p.m. Requester 1--..- Phone No.: 941,0 _ 0 vp c' ❑ Approved per applicable codes, Corrections required prior to approval. COMMENTS: AJ /ee /c.---/ 3. / tCg!'dA ; 1) i1 ' . —Inspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Dade: .., INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM 0. (206) 431 -3670 'rolect: � am ,, /'/a% if ype o nspection: 'I :, Special Instructions: Date Wanted: II Requester: 4111. Phone No,: ApAralffalli Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: cAl* inspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. CITY OF T U K: W I L A Address: 15646 42 AV S Suite. Tenant: CALDWELL DEAN Type: B- BUILD Parcel #: 222304 -9106 Permit No: B94 -0271 Status,: ISSUED Applied: 07/22/1994 Issued: 09/08/1994 • k*.*.* k' kk• k• k• k•**• k• 444**' k**** k• k' 4* 4**' 44 4 *•k* *k*•k*•k*4 *k4:444•k•4.44*4 *444444*4'4 *44*kk44 Permit Condit.ions.: 1. Temporary erosion control measures '_hall 'be implemented as the first order of business to prevent sedimentation off- site or into existing Storm drainage faci l i tiers:' 2. The site sha 1 1 have' permanent erosion control measures in place as soon. as possible, final final grading has been completed and :priorto. the Final Inspection. :.; A copy ot.';a_ :recorded easement 'document for ingrwe3s /egress . for Lot 1„;shall be submitted to the Pub l ic. - Works Incpector' prior to,._the 'Final Inspection: Otherwise, a separate drive -. way will' need to be constructed on L'ot 1 for acceSS onto and:. off 42nd Avenue South. 4. The ex.i'st ing driveway sha 1 1 be modified as necessary to,. con= form` to the. lines, and grades of the upcoming 42nd Avenue South' road improvement project. Your modified driveway shall havt7a minimum, width of 10' and a maximum of 20'. The drive - way;'wi l 1 need to be paved `tor a minimum. distance of 20' from the knack of the. proposed Ci;t..y" s.idewal :and match the grade.. ot :the sidewalk at this, location. The driveway shall also be designed so that -runoff. ,from the drivewav and property does not' f low•: onto.:the 42nd' A've'nue South :road surface. 5 ewer`: and water stub - out:: :shia 1 l be,_co'mp.leted . it the',:,42nd Avenue South road improvement project. 6. Wort, atf`ecting traffic flows shall' be-closel,v coordinated with.;�the Puhl;lc `Works Inspector. ,Tratfi`c' Con.tr ~ol P1ar;s.,, sha 1 1 :,be submitted to the Inspector tor; prior approva 1 . 7. Any po :rtion of work, on this development that ii voives the City r i;g1it -ot -way needs to be c.00'rd I na'te,., ,,wi,.th .the plans t�OJ the 42nd .,;Pvenue South r ^oad improvement project. 8. No change:, `w.i 1 1 be, made "to., the plans un Less approved by ,,t,11 Tukwila Bu n ding Division. 9. Plumbing permit shall be obtained through the Seatt1e'K'ing County Department of Public Health. Plumbing will:`b,e inspected by that. agency, incl,ud.ing •a11: gas pi,ping (296 -4722) . 10. Electrical permit shall b,e ;obtained; t.hrough.,th�e Washington State Division of Labor an'd I'ndustr�,ies` arid 'al i electrical work will be inspected by that agency (248- 6630). 11. All mechanical work shall be under separate permit, through the City of Tukwila. 12. All permits, inspection records, and approved plans shall be maintained available at the job site prior to the start of any construction. These documents are to be maintained available until final inspection approval is granted. 13. All construction. to be done in conformance with approved plans and requirements of the Uniform Building Code (1991 Edition) as amended by the Washington State Building Code, Uniform Mechanical Code (1991 Edition), and Washington State Energy Code (1991 Second Edition). 14. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be con - strued to be a permit tor, or an approval of, any violation of any of the provisions of this code or of any other a — L4 -ordinance of the jurisdiction. No permit presuming to give authority or violfrTh or cancel the provisions( Y this code shall be valid. N.,1 15. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 16. 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 this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. ..„ -,-;-:-..::::,F7.:'•;; .,...,../ :: :::.i.,: '' : ; :: % +:::' „..! •'::: . ;. ' ,14';'' ,,,,'Uli: ridie'''''.2. '''',' .• /„(4roil 4 A / ,) „`c 1.1 • 1,1 • •”. - ' •■`• t,"-I' ' 5 . , 14, 4,4. 4 '?'• '''. 7, ".,4 • , „,44 .0 A' !,', ,,;P•"-.,:5. • . f • , \ • • 1d31Na0 1M144I1ad a66I 1 9nV Vi1iM)in.L AO u10 03nia03a eve! I1..e►'a.1.9--W 5..� Y Hi p>/tt 0 ( A I L' w rc `s W 3? " 3� k Q4" ul ....4..__5:,y, +' an, r/ f ..1u9n7qo s a.uad�� ci'. cUadr )17 VM a)p/ NA 3 o c °oca.-ca'>°E2 I15>W°i=-ca N � "" � a.. •-• y Ems=goome. • c2 CIS' (13 alt; 2 t. mtl<131.0 m vcip -m- °4713—m gMiaf.a451.112 fliil 0 `TFP— b rtlC4 i 99C7Pa -9002 fz.0 a ( ') 66 /2 .`'• II SS 131q... 0;17/ Floor details and span tables Typical floor framing FOR INSTALLATION STABILITY Temporary strut lines (1x4 min.) 8' on center max. Fasten at each joist with 2 -8d nails min. (See warning, page 8.) CITY OF TUKWILA JUL 25 199/ PERMIT CENTER BCI joist blocking or 2x4 block on each side required when supporting load- bearing wall above. F6 F9 ►` ''r s O VERSA -LAM LVL header or BCI joist header 11/2" knockout holes at approx. 12" o.c. See page 11 for allowable hole size and location. NOTE: Midspan bridging is not required. BC( rim joist where bearing length allows, F1 F2 For load bearing cantilever details, see page 7. s O.C. • acin • 45SERIES JOIST DEPTH 91/2" 14" 16" 111/4" VERSA -LAM LVL beam Vent Endwall blocking may be required. (See detail F14, page 6.) Lateral support required when BCI joists are cantilevered, Use BCI joist blocking for at least 4 feet of every 25 feet of bearing wall length and at least 4 feet on each end of cantilevered area. 14" 60 SERIES JOIST DEPTH. 1 6" 18" 20" FLOOR SPANS RECOMMENDED BY BOISE CASCADE' 12" 19' -1" 17' -2" :.. 20' -6" 24' -4" 23'-4" 31'•0" 25' -10" 36' -5" 21' -11" 25' -3" 27'-11" 30' -7" 33' -1" 16" 25'•5" 15' -7" 30' -9" 18'•7" 19.2" 21'-2" 19' -6" 23' -5" ` 24' -4" 19' -9" 22' -8" 25' -4" 27' -8" 30'-0" 19.2" ...:. 15' -2" 14'-8" 20' -1" . 17'-6 ". :...., r19' -11" :..::. 22' -O" ; . . 18' -6" :'; :....211-6 ". ... 23' -9" 26'-0" 28' -2" 24" 13' -7" 16' -3" 18' -5" 20' -4" 17'-0" 19'-10" 22'-0" 24' -0" 26' -0" CODE-ALLOWED FLOOR SPANS** 12" 19' -1" 22'-9" 25' -10" 28' -8" 24' -4" 28' -0" 31'•0" 33'-11" 36' -5" 16" 17' -4" 20' -8" 23' -6" 26' -0" 21' -11" 25'•5" 28'-1" 30' -9" 33' -3" 19.2" 16' -4" 19' -6" 22' -1" 24' -4" 20' -6" 23' -11" 26' -5" 28' -10" 31' -3" 24" 15' -2" 18' -1" 20' -1" 21' -9" 18' -11" 22' -1" 24' -5" 26' -9" 28' -8" * Based on 1)480 live load deflection, yielding a floor system 33% stiffer than required by code. NOTES • Span tables are based on a residential floor load of 40 PSF live load and 10 PSF dead load, and a clear distance between supports. • 18" and 20" depth joists require web stiffeners at bearing points. ** Based on a live load deflection of 0360, the minimum allowed by code. For stiffer floors, use recommended span table and see floor performance notes, page 12. • Span tables assume that sheathing is glued and nailed to joists. SPANS MUST BE DECREASED BY 5" IF SHEATHING IS ATTACHED TO JOISTS WITH NAILS ONLY. WE RECOMMEND GLUED AND NAILED FLOORS. C City of Tukwila John W. Rants, Mayor Department of Public Works NOTIFICATION TO RECIPIENTS OF PUBLIC WORKS UTILITY PERMITS Ross A. Earnst, P. E., Director All Public Works utility permits have a standard requirement listed on the first sheet: "THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 - 0179." This is being emphasized and brought to your attention due to an increasing number of developments where this action is not occurring. In some cases, construction has not been completed in accordance with permit conditions and City standards. In situations where required notification has not been given to the City Inspector, the developer is proceeding at his own risk and may be required to remove and replace nonconforming construction. You are urged to review each permit and set of approved plans thoroughly and comply with any conditions or requirements stipulated. For clarification, the City Inspector referred to above is the PUBLIC WORKS UTILITIES INSPECTOR, GREG VILLANUEVA, WHO CAN BE REACHED AT THE 433 -0179 NUMBER. Your cooperation in this matter is required and appreciated. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: AUGUST 25, 1994. SUBJECT: Caldwell SFR Lot 2 15646 42nd Avenue South Project No. PRE93 -009 Activity No. PW94- 00105 Contact Person: Dean Caldwell Phone No. (206)283 -8592 John W. Rants, Mayor Ross A. Eamst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMIT HAS BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON AUGUST 25, 1994: Permit Fee Storm Drainage $ 25.00 Two copies of the confirmed Utility Permit Application Form and approved plans have been inserted into the building permit file. JAP /jap cf: PW Inspector (w /copy of application /plans) Development File (w /copy of application /plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 o Phone: (206) 433 -0179 • Fax (206) 4313665 DATE CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVIS!. , .i SUB ITTAL * * 7l/R /9t/ PROJECT NAME ADDRESS CONTACTPERSON �( te- A'c} G b-e. PHONE ARCHITECT OR ENGINEER Ea/ALuou PLAN CHECK/PERMIT NUMBER TYPE OF REVISION: ,t3 �% 0027/ 0 3 7 0 A. c/ 'l 6 'k 'U2 c aA p&G- -S 7D - At<b,v u/ D /i6 n.,e ,€'7 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMI'1-1'ED TO: to r) P(altht4/1) RECEIVED CITY OF TUKWILA AUG 1 2 1994 PERMIT CENTER DATE CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REM! PROJECT NAME ADDRESS CONTACT PERSON SUB B Lot a )0(1 Lor tc° A 41 /I. tZLi ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER /3 /- 0,27/ TYPE OF REVISION: C'/'t4W G. eri 15(vq(80, L4 Kv5 .,q Iwo 2 7-0 A. 07 a - * Ca A 141-6- S 7 0 R-e- Rcaf< 4.4/•,• et‘ A / D SO /44 777eer2-e re / 1 /4 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: 60D %.4-at PVitiht4/16 • RECEIVED cay OF TUKWILA AUG 1 2 1994 PERMIT CENTER PROJECT # "/-7/PZ_ f3 —007 CERTIFICATE OF WATER AVAILABILITY PART A: '(TO BE COMPLETED BY APPLICANT) • e C6 0-n J . C'A:LO WCLL_ . 4- L A dE ..sb Tu K Lei-- am-s N. 9,9/8 f3 . 1. Owner Name /Address /Phone: Agent or Contact Person /Name /Phone: Site Address (Attach map and legal description): 2. This certificate is submitted as part of an application for: ❑ Residential Building Permit ❑ Preliminary'Plat ❑ Commercial /Industrial Building Permit ❑ Rezone ❑ Short Subdivision ❑ Other: 3. Estimated number of service connections and meter size(s): 4. Vehicular distance from nearest hydrant to the rear of the furthest structure: ft. 5. Minimum needs of development for fire flows:.. ot7 m at a residual ressure of 2 I P � gP P--�"' psi. Source of minimum flow. requirement: ❑ Fire Marshal ❑ Developer's Engineer. ' " ❑ city • • Insurance Underwriter , ❑ Utility ❑ Other 6. Area is served by: (utility) • Owner /Agent's Signature: 9 dazd.0 R afie�:•� Yr=15-93 OCT V 4 1e93 it (Reverse side to be completed by water utility and goveri jurisdiction) 'Vtty„ i. �= ElwO�•. ►•��tiT PART B: (TO BE COMPLETED BY WATER- I UTILITY) 4 1. The proposed project is located within a K. l� i 1 « k---t (City /County)V 2. 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: .�J 3: Based upon the improvements list = y hove, water an b the site with a residual pressure of -G, ' psi at of 2— hours at a velocity calculations. A'l- 15 rovide 75"8 d will be available at gpm for a duration cumented by the attached as I hereby certify that the above information is true and correct. 1 VT 10 LS 12-S' . Agency /Phone By, . Date PART C: (TO BE COMPLETED BY GOVERNING JURISDICTION) 1: Water Availability - Check one 12" Acceptable'service can be provided to this project. ❑ Acceptable service cannot be provided to this project unless the improvements listed in item #C2 are met. ❑ System isn't capable of providing service to this project. 2. Minimum water system improvements: (At least equal to B2 above) ;<, 72w ,,, /, -a /7r .Agency /Phone Date i sa CAMS 011S ION. INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. u'weaL no.ki a al al mi nn Main /O/ 5111 M In • 81M A�Snw m1mo 4 ■181 n81as8181 h11MnM�WA�/RERI : 1s nanny BMInn{81Mn8Y81Ma81C7 N 1 Rrr10s811 rr01n1tnnow1MNnn i 11 1R ■ ■1�■ IlnlannalMINNIMENIM ■■ IIISNIA81 nfloni J IN I ' ix a ' 1 1 11 1'1 111111111rMr81MIMrs.81/NMCii Lc In I I 1 i l I IMI18>8� /8181 ///�81I� \I 'CONTRACTOR MOTO — M Dimensions SINN tw Checked And VtlrMed Prior To Construction. wu'' V eo -t7aM -- - LEFT ELEVATION x2 dn1 ,s •1tt+M arel__J A r'( eemcd oboor 4. VaL W /2rsPJl.l e e.ci1'D.6. rlt.t. mks 1112 tS.. r ,rkief.t'*t 2-da behest- areal+,) ID' -eOP SCALE 1/4 "= 1'411 44' vc Q4i oM�i.b 1D17 aJf Iumn ESQ■ ■MME mew w- .�`. 1, \COQ i (.)fib, 1 v u'�"r.L pnJ t<<P seise ►d. 640 ) — i A4 0 ._, it y-91 /4) cEvag .aa40.IC , 44•444 41 Iey coats /MILDER NOTE" USE TUIS1RR*IN; SET FOR PERMJTi' OPLICATION QP:7. srcrtano arJ '-v asce.t. ISA /M111a� •111111111111... • e a+VM18 n • r1 11♦r111111.88sr,.. nsigaiMIMMIUMEMIIMMIMINI Ear .aIffi18111 M8 INION 1WMUMINInlannr ■ ■ ■ .- �M4�1�1s�._ °i -1 %2 4v/ GP ellatE- rj:142I tq s pat- „e.t11 et: 4. -�M t ) I .eci Or e.. -inea el CierP) 6iCatZ Jrt 41tar,1l.1 #d.✓aulJ clot rsevtrL aicrcorsi FRONT ELEVATION SCALE 1/4" =114ll CM' OF BOMA APPROVED SEP 7 1994 As WILDING DI PILE COPY 1 undertend that cup Pion Chink Wm:* • L-"3 *goct to ones and anMNay and appizej cf Om don not wade 1* Milton of uey sapid py of aids M bsolof's opy nl a apprand ?•- 1 11 alsetpit y 1l1M " - 08- 94 Pont 1b REVISIONS NO CHANGES SHAL1. n MADE TO THE SCOPE OF WORK WIi110UT PRIOR APPROVAL OF TUKWILA BUILDING DIVISION. AND AMMONS UAT VMS MEOU/� A NEW PIM SImMsnii ADORION1L PIAN *VIEW FEES. 1 1 SEISMIC ZONE 3 WIND SPEED 80 mph WIND EXPOSURE: B OCCUPANCY: R3/M1 IIU11.fIltt SIIAI.L VIUJVII)I1 TIIRVI! MONTH UTCIII!U 'I RNA RAMS IN.S•1'llllt°ll()NS AND! AIXN! INFORMATION INSTALL/QM 1 smuts n1 I'I NAI. INSPI!CI IUN. HOUSE NUMBER OK ADDRESS TO BE POSTED AND PLAINLY VISIBLE PROM STRI?L3T FRONTING STRUCTURE K S Mt ram 1■Ilw CUSIDM HOME uK'.N & MUCK PLANS TO REORDER PLANS 1J00•iN.NZ1 oK. €aLek. eke, 'me agiL 1hDr�ot�s1, ax T. ear`r R.JI�o tD1Jth�o►��'� Pm • COPYRIGHT© 1994 apl , 11 I I I -1 1 I I I f -I I-11 I -1 j O. z 9 ce 0 J U 2 0 m i co co tL z tx th 1 INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. • 1344.0ai LMINIIIW4,N. toll sa.ki Sty k101Ph 10•0" •OONTRACTOR NOTE — AN Dimensions Shell M Chalked And WOW Prior To ConMwd$on. 1 paid Q.h aOfwlgz -t+M el dean „ aimsJ1.1 moos .014.11. Z RIGHT ELEVATION 11 AO cup 24 It 2,•apb 2 SCALE 1/4" =1' -0' d r vicar Wi'g.°` .4.14i ,� '00 L vim. Ply, vsl cn !SC. r�'da, h t' cR via° ,ca'I1tr,J 14 -filrl coact oipitles sZ are L'.I !W SCAM. Eta cOMwb I1 ,J *c 4,1 NJ I nt° Fr ioa . I %4j1 C h. ea..Iex — colI n• tL saa►.16.1 III -a I SId a h. esa.►Jp &ILrita d l 1xbd SAS 1 Ad R.h. WIJ. ti CRY OF TUKWIUI APPROVED Iito'as,.,lp SEP 7 1934 Ain AFL -1 ,REAR ELEVATION SCAL�:1 /4" 0" curl HOME COIGN • SIOCK PLANS TORRORDRRPLANS14•S.M144t1 WILDING DIVISION COPYRIGHT© I^°% `d1 1 1 1 II-Intl 1 -t1 -[ 1 I-11 Ii • CRANE Onmw, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. 4401-011 i 4/4°1441 Pi►t 6LI.160 auk f LRp ti tJ, IS st ed .Ir LIL 4~6 IL4441n ►,v s _ cam. -===.— -- - -- – - or- (SPMJv42 1 1 1 1 1 1 400' • 1 1 1 1 1 1 1 1 tv ti A Tr It _4 1 T 1 1 -0 dor e1421 • • €.0 II 1 1 I 1 j i I III (1)1 ria a - 1 • V .tan ....miina/a/M lasse W 14 4 40 '' • :1/ meta,,. Mot. r CRAWL CRAWL SPACE v- • MIL e�lk��cky�.n t l ^vr sweaty- Al 5614- pal I amnions SPAN N Chocked Pad Vonod Prior To Construction. vstly asw.Mcv rii# aPraw LAlAS. Are tilbgi.4 41 vll ,FOUNDATION PLAN AWED it mlws� 4 e'f ?stvd U . vreki4s1- aE• 1/4" =1' -0" 1 a Iv-40 tse 4.vi'Hoof I.�w Par te s� ol3/41 wool sir. end e w 1„ r sec gab. FSP Maw- et wee a r.cat't not . pup qr.rude* Tie GENERAL NOTES • All headers to b•. 6448. OF ft or fordo Dill (3461 •tudwall•) unless otherwise noted. • All exterior • garage ware wall• to be 346 studs. • Contractor shell check and verity all dimensions prior to oon•truatlon. • 84e sheets i -1 through 8 -4 for construction and nailing specifications. • All interior walls over 0.0• refer to typ, inter, wall shoat 8.3. • gutters a downspouts to be provided as required by code. • Dbl. joist under all parallel walls (It over V0• or /P0• that do not stack over walls below or •peolal beams and Mil together with a lid at 120 o.c. staggering between members. • All bolts coat extend 1 /4• min. above double or single mudaille for washers end nuts. GENERAL NOTES 1. Iw. = cm rus=13 Tor , WM= =CR = SLAB. At MCC •n•...-.•. A: =011 POI= AID 7,1m M To Rat JOUIT. C.aaa pw 'ADS MOLD 3110.n= AS Lint 8 • AiOR MOND muss MUDS Pat Su-_m 2516(c)4. Umlaigg izirget 3.1.1. IU d.G, pig ea...`ses FOUNDATION VENTILATION 6"z16• SCREENED FOUNDATION VENTS all .67 SQ. FT. .10 .I..67 = 16.61 REQ. VENT. PROVIDE I_ (6" z16 )VENTS = I�l.1S SQ. FT. MAY REDUCE vs: rs 8Y 1096 IF 6 Md.. vlSQUEEN MWL LS USED. CUSIOM HOME MIN 4 Smcs MANS TO morn= PLANSIMS4M•N!1 SEP 7 1994 s ILOIroa orvlslol► COPYRIGHT® 1,14 �>•I I 1 1 II -11111 r —IT -1 11 -11 0 cc a O 0 a 0 2 m g DATE v/4/4* 1 w SF S RIiV 1. CRIB; • ' ' • INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET - EUGJECT TO CRIMINAL PROSECUTION. nips, do Aisne rttut - 1' /d%. 1a aF fro c i•11te.. - % 'rG 014, '.►g#" WOW 1.4e4"H16.1 ' ACS •►lJ)IJGG. 44-'1.O'' h'. 1, 01 tr'S 4 Z -0' 10- 41, 40414. IIk a• « rtKO. Alic., . 1 1 oo'l 44046 jt .ml r11J. trz.k f aasa. toWa-nl.. O mco , t: n mt. •411*.eksv. 4-Its' A., os. FAMILY rl1'2ii1. loots iff w. victor ',OW ft-144W pus meg hetter ACM AEG. 00e wit. t KITCHEN sr- I I -L g ij G v • f 61aarl wale/ • ea -GIt NJv r4rEa net. toarer(d)IJsc IP P \t„. tic LLofs• 4 I tefetf4)09 ruw.1 h' #*L'tJ g r PS,) GARAGE fit lqr le< f=3 I.1 `t Iry DINING eseiruastsi I 1 I 1 4_114 Joe akirl a , casz;;ta 2 =d „ &sIt G, d err. I.l 4.l. wo. top f 4*41 star. .i LIVING .0'11000 Mran. PA" LI/ /IJfeIOG .4¢ t ILLSSU. 'fue. r1rd11. *pew ors cu. 002 id pew LMJviam -p 4/ . o .k.se JU Deltilret -- Ms*, Pee rq aa+ vas) ore IJa a 12" se. a Est . EGG Mt) Filaa 13014-tai tostratera • AM OIIIMnsn Ohs So Shaded And VidMsd Pdot To Consmns$sn. 4 e) 1. 410'1 1 -0' v -4 1 MAIN FLOOR PLAN JL 401060" 1 SCALE: 1 /4w =1t.ON r Sao oc, I V t'112 La . _I rimp* meal rust l er, 41 : _ ±. t ** der IP amalas,: am 0. 16 GENERAL NOTES • All headers to be, ixa• D/ •a or faf• Ds11 (toe studwolls) unless otherwise sated. • All exterior a garage warn walls to be 3x1' studs. • Contractor shall check and verity all dimensions prior to construction. • fee sheets f -1 through f -4 for construction and nailing •psolticatlona. • All interior walls over s'0• voter to typ. inter. wall sheet f -3. • Gutters 4 downspouts to be provided as required by code. • Dbl. joist under all pavallsl walls (1t over 5'0• or 6'0• that do not stook over walls below or special beans and !archer !ather with • lid at 120 o.c. staggering between members. • All bolts must Ostend 3/46 min. above double or single mudallls for washers and nuts. C �OVEO SEP 7� 199 4 BUILDING DIVISION aest; 1. ALL G1CT15KIOIG t'+aoree •rp w bb'.o J. rIiU., U.N.O. In' . ' so4 J) UUSSG� • I .°►- • 2 5U CISIIIIPAI HOPS DESIGN Se MUCK MARIE nMaIIoERPUMSIMI41•.M„ GENERAL NOTES 0 a=aTn, lain alt awn Q.tteal'3 a eau Os en sVMan an am wan _ anon n a f2llttgl as 1E' solve :Si Gann ROM. 'Pafit .OgLD ALSO IS nor! aaa.rm roantaa CMOs. ass 13.3.C. SEQca1 SO4. 0 Er: Doan sear. u Orawga TION Sa Ial=x Ora A Sifts' LaTQ, osaomo=. OR ono= Cal= Ca= aSawalew 48" iacax man niam rtooa. nano, 3304(C)C.3.C. 3. AL:. ;mco ti aurae rat =Cr. OR MSC= Sfe1eR.7 RE »ant Wnn' NM MD uaitw at an & MOVED arcs. Sstax 2516(C)3. OZs L.i•Ya saw =.=a :3 24 • agora MIL= MC= ' =aoa to .RS -Y0 Morns, A MCC n2=Crall at_ ME tree"'- t-= AS MI aSCRCS pons: pwt a ctst 1.210 0.3.C. 0 . RECC3 l L:G3'St10 rz-Z3 twii„•)t.wselab NE I•C.aas" ar ESC_Gs=AE L-r>m Mrs a 1/2- G.W.3. six aim ssaRSi. Szcz:Os 502.4.4. O x12:. DOCJ, PttWIS, At =Ma =A OR ALONG IMO= nc3. ( Me..=C A Siosr nno* MAO* I STIL: TZces) , sic= C =SW= INSCIA=0 1=22 =AZ Tie t: as- Jfs"�' 1111= oR VS a WAGS xo: =CC= TO oDT3Dt AIR. 7 . DtL. a sozsv s Eaa .csT Dar MO= NOT IS' " 1 :ORAL COMMzsm goa22carnL am MDT= Lr!=1:7s LT:tG:R Or 14.0•. 8. NAKINMS 71212 ae t St= a PROP=LD an a t:Offis =WI rtas MC AND A MO= acrssaats saint: COOL• as ODSi2711 • MX= OF =10103:=1 as sr -'r.D fat nay= a!= a Da= ar 6 scaaam 1aMA loss= AR Z1 AND *lots amaanz Cann aS PDl Sara 401 ar mix ACC= 5= nr...afmt c=. AA= In s =A= ^J Gin= wl a= noon MSS o m s a =s> -rt as 0 Ox Z1 Is 5zc=a t 504.2.1 ar m6 WmazZIGTIM 3== vtflriraV Coos• w to ©0 3c: aim a= war ben- 0 anra 3 = GARAGE SEC= G. 3E "rerne•,1 w&a cart 3 -3 3- nsSara c hers Z s7°.23D as 25 oa L=3 u 9 Ps? t7.3.C. Stt=:s 1713. '1`n =et. SUMO= am 0 I.r. SE A 3Y�C-.S1 iflla.7 AND J sO: -;Asa se= SCPXAC SOD =SS 70- morn = ORA= 2� as sal I3.3.C. Scat 510(s). p ® o 1- Gzrsae sa►t,L eoaMD saesra Q rS 7011 sax as SEMI n=cs 3 SfOQL7 AZ Or A a vast Mmszax: a=•• . DO so: way arts van CO Rilta C/ NR= .1 os atf TER W as rra Q.H.C. Szcra CD 4712. © Ari DOGS sassCG =stoat camas WS! • 7LOODI OD CZL_ IRS TO ss No. 26 t Oat.•a1P= s� c s0 z a!"' u3 =RC VI WS • LaNCIMas GOTSZDS TO NZ NO a TEM 1 • stew TMs 1- LO• O*r "'".n= ea.:.S :U' ra x0 tali Tax 4' assn. air Id 1.3.c. 1712(1), 3306. 0 sass anal= an aimasia an to nn 1 1/2 • to V emu sz=zwas Sale anus SO oL:. O CC ©7 .. 5/8• r 't• G.1t.13. non= ran rrLLe at taro swim :7 fl-- SPAC70 13 » ma 16" O.O. as m 5t 3304(x) 0] I1 lal••a assn -, LS oil 4'0° m car •- ru star PZOa tri•91 calm r. tow « to it 1..-..,.l3 at arum to asses Ina/ xxsOa. rot 504(1) 4.S1..C. i! wis r aarC3 •^-•112 D3 PMOrvs POW sous TN sits: tr�mes s nn �•� f. WifiralkA. Mita rnii Set common) 1'M4 cal , SMOKE DETECTOR Sf4DIts DETECTORS TO St INSTALLED IN Au, NASITAM.* EMIR ALONG *ETU DETBC'h.a5 CENTRALLY LOCATED C44 ALL norm NOT WIRED • INTERCONNECTED O D CISIIIIPAI HOPS DESIGN Se MUCK MARIE nMaIIoERPUMSIMI41•.M„ GENERAL NOTES 0 a=aTn, lain alt awn Q.tteal'3 a eau Os en sVMan an am wan _ anon n a f2llttgl as 1E' solve :Si Gann ROM. 'Pafit .OgLD ALSO IS nor! aaa.rm roantaa CMOs. ass 13.3.C. SEQca1 SO4. 0 Er: Doan sear. u Orawga TION Sa Ial=x Ora A Sifts' LaTQ, osaomo=. OR ono= Cal= Ca= aSawalew 48" iacax man niam rtooa. nano, 3304(C)C.3.C. 3. AL:. ;mco ti aurae rat =Cr. OR MSC= Sfe1eR.7 RE »ant Wnn' NM MD uaitw at an & MOVED arcs. Sstax 2516(C)3. OZs L.i•Ya saw =.=a :3 24 • agora MIL= MC= ' =aoa to .RS -Y0 Morns, A MCC n2=Crall at_ ME tree"'- t-= AS MI aSCRCS pons: pwt a ctst 1.210 0.3.C. 0 . RECC3 l L:G3'St10 rz-Z3 twii„•)t.wselab NE I•C.aas" ar ESC_Gs=AE L-r>m Mrs a 1/2- G.W.3. six aim ssaRSi. Szcz:Os 502.4.4. O x12:. DOCJ, PttWIS, At =Ma =A OR ALONG IMO= nc3. ( Me..=C A Siosr nno* MAO* I STIL: TZces) , sic= C =SW= INSCIA=0 1=22 =AZ Tie t: as- Jfs"�' 1111= oR VS a WAGS xo: =CC= TO oDT3Dt AIR. 7 . DtL. a sozsv s Eaa .csT Dar MO= NOT IS' " 1 :ORAL COMMzsm goa22carnL am MDT= Lr!=1:7s LT:tG:R Or 14.0•. 8. NAKINMS 71212 ae t St= a PROP=LD an a t:Offis =WI rtas MC AND A MO= acrssaats saint: COOL• as ODSi2711 • MX= OF =10103:=1 as sr -'r.D fat nay= a!= a Da= ar 6 scaaam 1aMA loss= AR Z1 AND *lots amaanz Cann aS PDl Sara 401 ar mix ACC= 5= nr...afmt c=. AA= In s =A= ^J Gin= wl a= noon MSS o m s a =s> -rt as 0 Ox Z1 Is 5zc=a t 504.2.1 ar m6 WmazZIGTIM 3== vtflriraV Coos• w to ©0 3c: aim a= war ben- 0 anra 3 = GARAGE SEC= G. 3E "rerne•,1 w&a cart 3 -3 3- nsSara c hers Z s7°.23D as 25 oa L=3 u 9 Ps? t7.3.C. Stt=:s 1713. '1`n =et. SUMO= am 0 I.r. SE A 3Y�C-.S1 iflla.7 AND J sO: -;Asa se= SCPXAC SOD =SS 70- morn = ORA= 2� as sal I3.3.C. Scat 510(s). p ® o 1- Gzrsae sa►t,L eoaMD saesra Q rS 7011 sax as SEMI n=cs 3 SfOQL7 AZ Or A a vast Mmszax: a=•• . DO so: way arts van CO Rilta C/ NR= .1 os atf TER W as rra Q.H.C. Szcra CD 4712. © Ari DOGS sassCG =stoat camas WS! • 7LOODI OD CZL_ IRS TO ss No. 26 t Oat.•a1P= s� c s0 z a!"' u3 =RC VI WS • LaNCIMas GOTSZDS TO NZ NO a TEM 1 • stew TMs 1- LO• O*r "'".n= ea.:.S :U' ra x0 tali Tax 4' assn. air Id 1.3.c. 1712(1), 3306. 0 sass anal= an aimasia an to nn 1 1/2 • to V emu sz=zwas Sale anus SO oL:. O CC ©7 .. 5/8• r 't• G.1t.13. non= ran rrLLe at taro swim :7 fl-- SPAC70 13 » ma 16" O.O. as m 5t 3304(x) 0] I1 lal••a assn -, LS oil 4'0° m car •- ru star PZOa tri•91 calm r. tow « to it 1..-..,.l3 at arum to asses Ina/ xxsOa. rot 504(1) 4.S1..C. i! wis r aarC3 •^-•112 D3 PMOrvs POW sous TN sits: tr�mes s nn �•� f. WifiralkA. Mita rnii Set common) 1'M4 cal , - . ----11111•11b._ DATE a/M4 IMW N alb REV O D 1 t H -I (-f t I -I - . ----11111•11b._ DATE a/M4 IMW N alb REV CRAM OiSKiN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. I Ads.1�1r01J Imo' resew so .'Joy, otr.14..✓f: i1CrA •{�.W?'»i .S 44 O c. n•fC¢.'� ssrfr'e ogispria 1/4' cast etttJ0..r atic&kS1 ws wtT A.,11rAIJ carol •OONTNAOTOR NOTE — A. O,msnsons So Chocked And V Mo, To Conservation. ROOF FRAMING PLAN 2_.c srItRcs 61/dt4I �lst. jet s24104. TRUSS NOTES shill curry wont. stomp 6 be installed • br000d to sent. opus. withouttprrioclouildinproipt. approval of englneoring color. Shall have design details • drawings on site for held inspection. All asp s benders to bo 6 n . 11.n.o, Provide screened blocking over supports. 8hadsd stew • Irene over. zed rawstefa /2,c4' dor- ritonaLs nliar P4244 v' 12 09) n IM:— ''`C�iP,�u tJ o. Ks dic•1ew 1 Jr GENERAL NOTES 0 Rata worn. atal 1s 3205 ($,c). SIX orx:^.at :aw ca&C;Lafan n nrnc . 2. PtS: assaasa =UM QI3 Ats=nnn IIS Ai to nias Gs aQ D:s::1812011. 2. 0 5. 6. .. C uonOR sa a u4 $Qwss Roos s c0 ran 2$ aacas aa;.nss= raw - as VCR Ssa: -ca 1707(6). Sates -Z sa=a eau IN GAM= "".': =IL at A=C =1. C:1oc -2r ACM Tao= as ;n t = : 324.2 A^:: AC=w3 coca TO NMI R -30 nsoatas i¢Raton a:ra ora=at satarn >a ter. Szc^:m1 ..1.1.4.4, era mammas Ts flfl .I.iy =ra. 0 ':2=3 :: Az ass:= ADD a: a litiszaors Sr. 5:3IIC —stG1y rya Cs. — =sots m TO ss stAM :::sa 701t CODS COMAL:auC1 P12 OR TO naazaa: :as 01 MG= :ssaac. twin to w tctsasac =1:1 m a start a rs a»sovm - 11001=U202123 ar sic s 306(a). Fs^ nos sots sPSR Caa&.= era= Cat Sz=ran 231.0(s) , as Ow, as nat+asac=1.= PLAIT an as0 atcv"xsA, Or =GS LOAD AC NA2=2011 Me d* U.S.C. non= 25-17. OAmmar » 20 ss 0=1 12 ALL =Mt ens aT aarmos, .;r cat sza . =MS :O T sass zsmas. "=AS nasasa= -.stn 27 A ra ass. O % 117.:.1 At= >0 =13 DOSS /Rat =I :sass TO Sol t Carl 1wa211 AN assaaom nstsen 20 ascots rat =SD wa:. saw ssaa< as seaC111.1ao t. RGoT 20 n asoos>cl 20 32:2232 X= CC Mtn Li rrS. USE S S -if1f4 ZIOSC 1.w as a- - •-tn?. ® :mss RI:. MAT aa; 117 z3w_ � a : : :3 :sa Or71A:YAAT AMA= CV :2:G„- .4-..3 C11' - ••,-:ors . aotr7.1 sati. nn t, ^'- AGO ozaWltaa ON s . ZCtt r=s ::S"r&C-«21. 7PGT=Z S=3 $sa= ARMS s rAa1R ceza arm 2 z 6 saran as 24' CC Q.rre. rata zs2 mt. CITY OF TUKWIIA APPROVE SEP 7 1994 AS BUILDING DI ATTIC VENTILATION CALCULATIONS vacuum 44410fsn lawn w r/ Iwo e at4'1.121r:a rorra.�moM 14b It &WC Vit.rt4r • (01060 • sir �arJrbs *it 11) IA rat 24 e•' t a+a9 vgp io 11612 • prl s -SAVE VENTING TO PROVIDE 4.7102 PER LINEAL FOOT (PLF) -RIDGE VENT TO PROVIDE 1$1e2 %ER LINEAL FOOT -ROOF JACKS TO PROVIDE HUG EACH MIN. 44�'�..,,�� ROUND GAli.E END VENTS TO PROVIDE THE Fcu.owINO in2 (MIN.k •12'O,.I131nn22 COMM HOME flGN & MUCK NAM TO REORDER 'LANS t- SII/•SN•MIV ISION AIN 9 ! 1M1 IS MIN COPYRIGHT© 1" In `p( 1 1 1 1 1-1 1 1 1 1' 1 -1 1 -1 1 E -1 1 co 11. z 1 1 i ORANN ' . • INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET - SUBJECT TO CRIMINAL PROSECUTION. aor+rornal ihl evsver.( on+e: West . etes+v noserlAn 4,l i1111111111_____ J i1 0 Cam. W0'1 alas. do S. 4r0 0010 d lo'' /•G. d/ 14*a''f Qur to i Veigi Pt-(Wr2 �&SSIfalaM aJV 010,441 td-r4rti. IoteteiV. away 4 IJ.+Latl� ove¢. tow'' plan. Joit/f & k✓' O•`• dm Gesc.C.0 II bT vt i0 Zr i PI��r+V a1epr Ile 1.•40' Is . Mamie., v'r 4•e' oink J-i'rf �. IU'OC. III s°, II 1) ask_ &cta • aJE 8clo!so &el a.J And revir J /Or•Yr P.d b' oat fd ea. 'flat Bilitea;k1 'SONTMOTOR MOTS - AM Oklmlclono Shod Si Chocked And WINS Prior To CenNwoMon. SECTION B -B SCALE: 1/4 " =1'-O" P-C 4.d #J P*: 4.4,1'a•er W /co'ii use& aJ (a? .. cap Pra sup OLs4 \— ?4 gam' ltvwa• 61, vm''esQ Lam .edge &SIPs4e/o.c. arm,. nit Lieth arej SECTION A -A •1 t 4 CRY OF MVO APPROVED SEP 7 ISO% As SUILOING OIV • I . GENERAL NOTES i. A= r= sasazatat n=1 • aeaeao rn P AS Mal Mtn Ca =SU PAM aseara avt >s� saaaaa/asace nano aura acme as 25/450 as uga. Sees 211.30). rroih C tl 1�nrer ;' Url woorr. rota. aio teal. taletalseerros4 : £- fald�liL ; , _ t: s 1.• Itlh �3��l1 e , g I c1 cdriiiwA MIS St sae COPYRIGHTED 11'14 an tuna 1mnt OrI ♦ amours To aonon su s,-IN•Slr• al 1111111:11111111111:1111:11111:111 2 F o W a. 4 z cr 0 0 a co W W 6 5 z ay OATH v/14- REV a • • at'�1'tGIll oa o 1.41 • 120 O.G. ALL ILUSAL MOIAS TO MAMMAL ON THIS SHUT - Mkt • b' O.G. MAX. ��f O.G. EACH 4' PELF. ORR TILE SET IN GRAVEL GRADE '4. IF STEM 4 FTC. NOT MONOLITHIC 3' USE F4 01A. (PERT) REBA* • 10 O.C. 12' CS- RIM JOIST 3/4' TIG PLY. BHT. OR O.S.B. R -19 BATT !NS. FLOOR JOIST PER PLAN TO PAMMOOTION, 0 Maio I/2' DIA. x 70' AS. • 4' MAX O.G. 4 WITHIN 12' OF CORNER, 1' MIN. EMBEDMENT 2xlo" Pr MUD 5". Pate o4 MIL. VISGUEEN vAPOR BARRIER I2' CLEAR BEAM TO EARTH 18' CLEAR BOTTOM OF JOIST TO EARTH 2 - 04 CONT. REBAR TYP. ONE STORY FOUNDATION NAIJbi2A.I t» 2x` STUDS • 16' O.G. 160 • 8' O.C. 10d • 4' O.G. 8d • 4' O.G. MAX WHERE BRICK VEN. - PROVIDE 4' LIP 6' UNDER JOIST GRADE $4. RIM JOIST 3/4' T4G PLY. SHT. OR ob.B. R I9 INS. FLOOR JOIST PER PLAN 5/8' DIA. x70'45.•4' MAX. O.G. 4 WITHIN 12' OF CORNER, UNO 2x6' P.T. MUDSILL we" OF W FOR ea c44 ', MIL VISCUEEN VAPOR BARRIER 114 CC?NT. REBAR • Ito O.G. (VERT.) •4 CONT. REBAR TYP. TWO STORY FOUNDATION 1.14*Howalla t4oULo Nor PROJECT Mona T1aaJ 31/2° Oro THE Re6A11 �p STAIR 4d1 4 SIaI LD HAVE A ✓PACE oF. WJOr LFff� THAW 1Y2.11 sefl4e �1J Tht W/41.L 2. THE i••J P POR.TOL.1 oP H/WORAILS SNOJLo IJO7' . L� ?UpJ 71/2 a MOPE. TitNJ 2° IN G{2 5 - �.�EGri01��.L OIMG1S10.1 - riot � 3900 0). a D L°S ls.iQ 4LD .-AVE. THIe12 Woo esnia+JED of . 01-louLa sitie '1II.I,Tp. I Nt oR S■FET`( TE_RJ -II JALF, - SEGT101.1 33011 CO. F11te 8LA.iCll.l� 1. MoViDE pate ensae..c J cONCEAt.a=-p rar.E% DET4188IJ °,Jrjz4Hc.E.Re oakr This Tian muIJTOF bT R5 us me 4&u. 042EIa THE. �' a tc, 10 FLOOR IWITH UIJFIIJttNCD. CLG. LINE :0 2x12 STRINGERS E KICK PLATE FLOOR JOIST CLOSET OR STORAGE BELOW STAIR 7 MAIN FLOOR LINE STAIR SECTI u FLOOR JOIST DBL. JOIST LEDGER AN bctrit:j[tion 021 1 9 2x4 STUDS • 6' O.G. 2x4' P T. MUDSILL UM la' DIA. x10'AS. • 4' -0' O.G. a"» OF Kau- 4' CONC. 61.415 OVER 4' GRAVEL FILL W/ OW- W2.1 ><W .1 1$1.14.M. IN 3' •4Vr.4ttS doe.. w ALT. HCGKS (a) *4 caJT Rrl skfa. DOOR FRONTS WITH NOT LESS THAN (2) 5/8 x 10' AS. PLATES • SHEAR WALL OVER 2' WIDE TYP. GARAGE FOUNDATION ATTIC INSULATION R -38 ELEC. RESIST. R -30 GAS ( THERMAX INSUL. W/ EGUIV R -VALUE TO BE USED IN ATTICS WHERE CLEARANCE NOT AVAIL. FOR BATT.) I/2' GWB (TYP.) Mill "An T.& ULbF.R- LA`I ime.1r, U.N•O. - GLUE • NAILING (100 • 6' O.C. EDGES BLOCKING, 10' 0.0. FIELD - TYP) ID. 32/16 R -19 BATT INS. W/ v8. 0)4. PER PLAN ATTIC VENTILATION 1/150 OR I/300 OF SPACE - SEE PLANS FOR ROOFING CONST. SEE FRAMING Pty+ J a ELEVATION $.,I/ Mi►J 1 /I&" 'a RATE° gHE.e.3H11 -ko •1.1.0.- ' F"WEL- - �.I FLA to FP-12 To ofr rl u paar��r.k� AND AST° PAt4EL e►JD .JOIIJT e NA1..P F1A1Ja LGJfiTN 5 pIL. MTE.C, PA E.A. �I 12. M cG c BFI TYPI!!t UIJL.Ee9 11OTt O OfF1eggwl4a '4' Mier Aetna - T(PIGat - UN O Eel L • IL mop Deo Fbt� R- s4E.) eo- *4 a. - NoRizoJTAL. M'4' gea'a e. id ac. {ly I41.TeJJATt WAX* ea- F its - c xtrikl OU,3 • Peg MAW, ' � Tww ML4 w /� €. we. t u W 21 W W M IrJ tx.Aei TYP. BASEMENT SLAB STEM WALL peakm r1114. rA 1E D e. 1IJWL AIoJ Spla �I ' 112.5 NuZRIO ' e. nee 2-01 OG. alai H I e 41-O O.G. -rrr JJo. 2xDnxo ea►ce W/ 4caee4 - rat t 1A I. /4/ ea) a n R 'P v � RoW oc SHFATN J�. 6 dOG r1Aj(. Ix6 RS. CEDAR FASCIA W/ CONT. MIL. GUTTER DBL. TOP PLATE ' Natkoa.e - PER FLAN' IJII.IDOI..I - PER PLA14 FLOOR JOIST PER PLAN TYP. WALL SECTION EXT. WARM WALLS - 2x6 STUDS • 16" O.C. OVER R -19 BATT INS. W/ VAPOR BARRIER 1.1/ MIND. 1 /iu' APA RATM_O se1G11 J ' (tr.e. P.N.1 FOIZ. I41NUL% • SIDI1 r') -I LL. DUILDIt.16• ?ZftR OR. FP.I.T Dental 51n4 . L IdA1-L 51 e.A.- Mt-1y- D(P1cAL A4.1.. E CTLelg2 WALLS. 2�( tr1ITOM ELATE 2,' RIM JOtSr -rr 2x 511.L� T__ e R I FO Tmcat0 notIk arica Has • NOTES: 1..64..L. Extreme: ma WAUS To n. Goa*r VtS101JA �G 25i. (5 8 Sikh IJ OM MF.aC�I. 0 /►b .�PEGFIr.D FOIZTHeiZ 2. INTERIOR WALLS TO BE 2x4 CONSTRUCTION TYPICAL EXCEPT • PLUMBING 4 GARAGE SEPARATION , t 4 1 1 1 1 1 - E 1 2x6" P.T. MUDSILL W/ 5/8" DIA. x 70" AB. • 4' -0" 0.C. •(to- col-IT ram E..GN THERMAL BREAK 4° CONC. SLAB OVER 4" GRAVEL FILL kJ /OQD- 612.1 ,c 612.1 WW M. 114 SLAB 24" 4" 1. 16" 4" 4 \_R -I0 RIGID INS. • PERIMETER 4'4 vear e. :c(Oc WALT 0619,4t 2 - '4 CONT. REBAR TYP. BASEMENT SLAB 2i2i ?12i2i2T21S��'i21 ?i ?Ifi ?ice gIfilf2 �.�IT AlrzI.ART0�N.1�NOR FLOIZIZ. S. itA41:iO/1 t-$. 1 el 23th' CLEAT (EA. SIDE) OR SIMPSON MTL TIE (PC TYPE) 4x6' SUPPORT POST 1 . c*J a - EG cg ELEvW.t MIt4. P' AN=q. E4aTH '90 FELT 12` DIA. ,c 3" ozr Ewa o¢ PI' NFE. p.1404012. -GRADE CONC. PIER -PER PLAN u4SUL. to MIL VISGUEEN TYP. POST 4 BEAM DETAIL oririPau MIS 21 M mow es OOPTIIIIONTO ■iiuuuuui:u:uu:a .._ 4 av I 11:1 I WI Ltsi • ALL LINIAL MONTS • O MATMIIAL ON me OMIT - TO OI IML F110N0110011. lid • 12' O.C. ted • 6' O.C. MAX b�f o.C. EACH 4' PEW DM. TILE SET IN *RAVCL GRADE IF STEM 4 FTG. NOT MONOLITHIC 418E 04 DIA. (VERY) REBAR • 10 0.C. RIM JOIST 3/4• T•G PLY. 8HT. OR O.S.D. R 19 BATT INS. FLOOR JOIST PER PLAN 0 ad* DIA. x 10' AZ. • 4' MAX. O.C. • WITHIN 12' OF CORNER 1' MIN. EMBEDMENT 2w" PT :T L �1MUD SIL •oJ• tdc F;olz enu4 ro MIL. VISGUEEN vAPOR BARRIER 12' CLEAR BEAM TO EARTH 18' CLEAR BOTTOM OF JOIST TO EARTH 2 - •4 CONT. REBAR TYP. ONE STORY FOUNDATION 2xb STUDS • 16' O.C. 8d • 4' O.G. MAX WHERE BRICK VEN.. PROVIDE 4• LIP 6• UNDER JOIST RIM JOIST 3/4' T•G PLY. SHT. OR 0.80. R 1' INS. FLOOR JOIST PER PLAN 9 /8' DIA. x10'Aa.•4' MAX. O.C. • WITHIN 12• CF CORNER. UNO 2x6' P.t. MUDSILL 12" OP W/t.l. FOR EA/. � tb MIL. VISGUEEN VAPOR BARRIER •4 CQNt. REBAR • 10 O.C. lvERri 414 CONT. REBAR TYP. TWO STORY FOUNDATION 14A14b12AI L.5 1. HAIDWaIhe45PULD Her mama- MOKL rweeeJ 31/2° `1ro pME maul STAIR DT4` race. LFJJ TNM! I %2 CSTCTE WALL O THF HA V BFGTIuIC0 2. THE Hp+ P Faros! op HAHDt2AILL5 SHOULD Nor ea, Lr* (I/2.� OR Mgt TI -4•44 2° I�! GI2695 - e•TIc 4AL 0M1.HbIC1.1 - SE.GTIOI. nye (I )• �PI � fE¢rIIIUTe 1N NrFtXi E TY E2SUM i C,EG01J a (). PPM Bi.aIcwt.lGo I. PiZOvIDE FIRE 01 .E .I CONGEA1 -60 5rA{.E% ',ST41EC1J aTpVR °. iblageR'S Ar E 4 hOlo �. IL/ I WITF ' pawl OP Slane If THG i�►LI. U�DEZ OINKS 1S FLOOR C UIJFIWt41:D. CLG. LINE KICK PLATE /FLOOR JOIST STAIR SECTION 3 MAIN FLOOR LINE /3/111e l M MOS AM WNW PS T. Oussmbs. FLOOR JOIST DBL. JOIST LEDGER 1 •. • 2x4 STUDS • 6' O.C. 2x4• P.T. MUDSILL W/ I/2' DIA. x 10' A.B. • 4' -0' O.C. �e." rat 4' GRAVEL SLAB OVER W2,1RW.1 W.W,M�INI AS 3' •4 vt12T. e. lu'oc. 144/ ALT $WIc9 (d) -+04 ca+JT leeer►tz 0008 FRONTS WITH NOT LESS THAN (2) 5/8 x 10' A.B. PLATES • SHEAR WALL OVER 2' WIDE TYP. GARAGE FOUNDATION ATTIC INSULATION R -38 ELEC. RESIST. R -30 GAS ( THERMAX INSUL. W/ EQUIV. R -VALUE TO BE USED IN ATTICS WHERE CLEARANCE NOT AVAIL. FOR BATT.) 1/2' GWB (TYP.) MIDI. v1/22.• Tie UNDER - LA11-1E44T, U.N.0.. - GLUE 4 NAILING 110D • 6. O.C. EDGES 1 BLOCKING, 10' O.C. FIELD - TYP.) ID. 32/16 R -19 BATT INS. W/ V.B. ATTIC VENTILATION I /1130 OR 1/300 OF SPACE - SEE PLANS FOR ROOFING COW. SEE FRAMING PLA4J • ELEVATION ,.J/ MII.1 /tt�'' halt. MATEO 314EAT1.1II.ko U.h4. 0, - 14/,841 F'JJet. Leo 14 RAC.t°.D FERP TO 2p12eGrldt.lOc ' FzaMI1.IC7 ,wD AirT ATtr PA/IEL PJ.D JO BY A F let- ILdFJ TH NAILEa 7d etc. PERIMEfRZ • AI S�U C — P s & FAh /i!thJ12 OE ^ TfPLCA.. U O. ;';k4l; 2T A MU.- W/ , . a3 • •• • • 14 �} "RMIU,�B(fltUSUDEG TI°O iIZ• 4 ,• ' G) -t4 Rawz - WDZIZ JrAL. . .. �'4' hx.!'Alt a t2' AG. ALTEIS " NHS s ».+ 1Z515642. • earle LIOUg TYP. BASEMENT SLAB STEM WALL roam Alm neer'- I" SPfra iv EXrs4D M11J. 12.' Al5oVE ItJSULATIGIJ. S ;MP01) H2.6 - URzzzcA►4E nes 2 O , ac.. 141 e 4-0 e. ac. -NI! Um.° Qs Dino Dl ace W/ 5U2t& - TOG IJ�dL. 44/ meow, �T ~RboW o ga oFF SN�F.ATNii1. ►I . a 6' OG. tIA c. tx8 RS. CEDAR FASCIA W/ CONT. MTL. GUTTER DBL. TOP PLATE fressaere - PER FtAt4 IJ11JD04J -PER pucka FLOOR JOIST PER PLAN • li ;••• • YP. UJALL SECTION EXT. WARM WALLS - 2x6 STUDS • 16" O.C. OVEre R -19 BAIT INS. W/ VAPOR BARRIER IJ/ MIIJ. 'I /I(y' APA RATED see.Acn4h.Ys etge. PLAa Fgaz.. IJMUU • GtDIi.Ja.)- IiiSrALL DUILtlie Pate OR. °e.tr eerWEe1J 51plt4r• 14&i4. SHt auUIIJy- TfptcAL ALL EXTEIzLOIZ WALLS, ax roM Fus:r1✓ • 2sc 12111 JotST Fir cn SILL. mgt PV2 TYRGw FOUIJt I& 1104 tP' ZO 2x6" P.T. MUDSILL W/ 9/8" DIA. x 10" A.B. • 4' -0" O.C. -0)-04 coWT raa EAGH IC OF WALL. THERMAL BREAK 4" CONC. SLAB OVER 4" GRAVEL FILL IJ /O00- W2I x 6.12.1 kLI4M. IFI St.AD \_R -I0 RIGID INS. • PERIMETER ♦4 veer G IUMc. W/ALTWeate 2 - •4 CONT. REBAR CRY OF TUKWILA APPROVED SEAS We 4" 16" TYP. BASEMENT SLAB 2i ?12i2i ?i2i!11 � �'i212i A NOTES: 1. A.L.L. ExTa'iato12Q�y 4.4.S To 08. WHO= paovt'atvhls Pea U.S . '2 co , u. 0 ON 6FIEGMT Wt. A FIw F�12TH= r / 2. INTERIOR WALLS TO BE 2x4 CONSTRUCTION TYPICAL EXCEPT • PLUMBING 4 GARAGE SEPARATION 4 BUILD! 4 DNIStON 1 G 5 a 9 3 R -11 g 14ZL ot.1 o2 t 4tUL. I�ER ?ear BDM,TOBM. spue..E 5 2x6' CLEAT (EA. SIDE) b OR SIMPSON MTL TIE (PC TYPE) 4Eb • 68441:, DE2E.Rikmg SMT IPn2E- = - 90 FELT Th OR. Pe? Ax -AFT Pith O PD —GRADE CONC. PIER -PER PLAN 4, MIL VISGUEBN TYP. POST 4 BEAM DETAIL NA I IN MS Oa Oonmsi TO MOINIIMICIONION • 4 141 hIli- RHV, I • /. TYVEIC ,' ow tnR SIM AF NP 7:64132 Lsiaieiz oven. 2wtU ° truD W�►u,. SOLE PLATE NAILED W/ I6d • 6' O.C. - STAGGERED. PROVIDE BLOCKING • RIM JOIST RIM 4 FLOOR JOISTS AS PER PLAN PLY. SPLICE SHOULD BREAK ON COMMON MEMBER 2x6 STUD WALL BATT INSULATION (TYP.) 5/8' x 10 AB. • 36' O.C. 2x6 P.T. DP. MUDSILL 8d • 8' O.C. 04 ¢EE3A2 C.oNT IJ021Z. Gv 44 NBIZT ILO" AG. W/ ALTERNIATE • I4COICt. 2xe." FUM ZEP W,41.L W/ IZ -19 II-ISULAT101•1 THERMAL BREAK R -I0 RIGID INSULATION 2 - '4 DIA. CONT. 311 UP - 3i1 IN '� NOTE: IL BACKFILL Ohl EXILCiO►Z Lj IMAM VARY - EKGCEA A HEreMT a aa. flt' J D ACtNL' V? ppr�. an, AT II4TEJ21012 SEE PLANS) 1WZ Ej..EV. UIJLPffw EiJavli.ICBRFJD WALL. cantos pROV I tWA. FOUNDATION / RETAINING WALL 1 5/8' DIA. x 10' AB. • 48' O.C. • 3 STORY IWMERE PLYWOOD USE 5/8' DIA x 10' BOLT • 32' O.C. 111/2x4 P.T. MUDSILL) &MIL VISGUEEN W/ 1' SAND OVER • LIVING AREAS 3/5' DIA. WEEP MOLES 2' (1219) O.C. 5d MIIJIMLJM ig • • Mme. ALL LJOAL (FONTS TO MATMNL ON THS (HUT -a SMOOT TO ON NMNIIL MOSBOUTION. GENERAL NOTES: • I. CRAM SPACE VENTILATION, MINIMS( NET AREA, 1 BQ FT, FOR EACH 151 Sp, FT. OP FLOOR AREA, OPENINGS TO MI PLACED AS CLOSE TO CORNERS AS PRACTICAL AND SHALL PROVIDE CRO66 VENTILATION 04 AT LEAST TWO OPPOSITE SIDES. UDC SEC. 261606. 2. CRAWL SPACE, UNOBSTRUCTED ACCESS, MIN. 10'44'. SEC. 251602. S. ATTIC VENTILATION, IA50 OF ATTIC AREA OR 1/300 IF 1/2 IS IN SOFFIT AND 1/2 16 3' ABOVE PLATE LINE. UDC SEC. 3205 C. 4. ATTIC ACCESS MIN. 22'•30' WITH MIN. 30' HEADROOM, UNOBSTRUCTED. READILY ACCESSIBLE OPENING. SEC. 32054 UDC. 5. IN ROOMS NOT PROVIDED WITH AN OPERABLE WINDOW OF Lb SQFT. OR GREATER A MECHANICAL VENTILATION SYSTEM, CAPABLE OP PROVIDING 5 AIR CHANGES PER WOUR, SHALL DE PROVIDED. SEC. 1205 UDC. 6. VENT DRYER 54T14 FANS, AND RANGES /OVENS TO THE OUTSIDE. 1. GARAGE AND HOUSE OCCUPANCY SEPARATION MIN. 1 HR TAPED AND FINISHED. SECTION 603 0 4 AND TABLE S -* UDC. GARAGE AND BASEMENT SUPPORTS TO BE I W. (5/8' TYPE 'X' OR EQUAL G10. D). 8. TILE FOR SHOWER SMALL BE 6' ABOVE FINISH FLOOR WITH WATER RESISTANT BACKING. 9. EGRESS IN EVERY SLEEPING ROOM SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.1 SQ. FT. THE MIN. NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24' MIN. NET CLEAR OPENING WIDTH DIMENSION OP 20'. BOTTOM OF OPENING SHALL NOT BE MORE THAN 44' ABOVE FLOOR It FIREPLACE CODE COMPLIANCE PER UDC, CHAPTER 3115, AND LOCAL BUILDING DEPT. ALSO REBAR A6 PER SEC. 3103. 11. HEARTH EXTENSIONS • HEARTH SHALL EXTEND AT LEAST I6' FROM THE PRRONT CF, AND AT LEAST 8' BEYOND, EACH SIDE CF THE FIRE PLACE OPENING. WHERE TWE FIREPLACE OPENING IS 6 SQ. FT. OR LARGER THE HEARTH EXTENSION SHALL EXTEND AT LEAST 20' IN FRONT CF. AND AT LEAST 12' BEYOND, EACH SIDE OF THE FIREPLACE OPENING. CONC. OR MASONRY MUST NOT DE SUPPORTED ON WOOD FRAMING. 12. APPLICATION AND INSTALLATION OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WITH THE 1191 STATE OF WASHINGTON ENERGY CODE. 13. GLAZING IN COMPLIANCE WITH SEC. 5406, UDC STANDARD 140. 54 -2 AND WASHINGTON STATE SAFETY GLASS LAW. EXCEPTIONS ARE AS OUTLINED IN SEC. 5406, LOC. 14. GLAZING IN LOCATION SUBJECT TO HUMAN IMPACT SUCH AS GLASS ON DOORS, GLAZING WITHIN 12' 04 EITHER 6IDE CP A DOOR OPENING, GLAZING CLOSER THAN 18' TO A FLOOR SHOWER DOORS. AND TUB ENCLOSURES SHALL BE tinier, . TEMPERED GLASS. LAMINATED SAFETY GLASS OR,644ATTER RESISTANT PLASTIC, emus 1.4G•L P,Eu1 /owe j 414341 OA swyl.a cc" It SLIDING GLASS DOORS TO BE SAFETY GLAZING, LAMINATED. OR TEMPERED GLASS. 16. SHOWER ENCLOSURES SHALL BE APPROVED WIRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC. SEC. 5406 UDC. ,1. GLAZING WITHIN 18' OF FLOOR AND GREATER THAN IN LEAST DIMENSION SHALL COMPLY WITW IMPACT LOADS. SEE PLANS. SEC. 5406 AND UDC STANDARD 54A. (REQ'D ALSO • PUBLIC STAIRS). 18. ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED AND COMPLY WITH THE 1990 WASHINGTON STATE ENERGY CODE. 1t TREATED WOOD / UEATWER PER UDC SEC. 2516 C1 -11, UDC STANDARD 25-12. 20. THIS OFFICE ASSUMES: NO RESPONSIBILITY AS TO THE PHYSICAL CHARACTERISTICS OF THE SOIL. NOR DOES THIS OFFICE VERIFY THE ACCURACY OF THE ENGINEERING DATA SUPPLIED BY OTHERS. WHERE SOIL APPEARS TO BE OF POOR QUALITY, A SOIL ENG. REPORT SHOULD BE SUPPLIED BY CLIENT. CRANE DESIGN 14A6 TAKEN EVERY EFFORT TO ENSURE THE ACCURACY OF THE ATTACHED DP/AU/INGGS, $HOWEVER IT IS TWE RESPONSIBILITY OF THE CONTRACTOR TO CHECK AND VERIFY ALL DIMENSIONS. 21. THE ATTACHED PLANS ARE THE PROPERTY CF CRANE DESIGN, INC. ANY REPRODUCTION OF THESE PLANS WILL VIOLATE COPYRIGHT LAWS. THE HOLDER OF THESE DRAWINGS MUST PAY A FEE FOR THE USE OF THE MATERIAL TWERIN OR BE SUBJECT TO LEGAL ACTION BY CRANE DESIGN INC. ENERGY NOTES: ENERGY NOTES PER 1991 WASHINGTON STATE ENERGY CODE: PROVIDE AND MINIMUM ADDED INSULATION LEVEL OF R -38 CEILINGS WITH ELECTRIC RESISTANCE HEAT R -30 CEILINGS WITH GAS HEAT R.30 VAULTED CEILINGS R -19 WALLS R -NJ FLOORS OVER UNHEATED SPACES R•t0 AT SLAB PERIMETER INSTALLED HORIZONTALLY 24 UNDER SLAB. WHEN CONCRETE FLOORS ARE WITHIN 12' CF GRADE. ALL GLAZING SHALL DE DUAL GLAZING AND ea FT. OF GLAZING SHALL NOT EXCEED 21% OF GROSS FLOOR AREA FOR GAS 4 MEAT PUMP - 15* FOR ELECTRIC RESISTANCE. ALL OPENINGS AND JOINTS N EXTERIOR WALLS SHALL BE SEALED, CAULKED OR WEATHERSTRIPPED AT LIMIT AIR LEAKAGE. AN APPROVED vAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF, IN ENCLOSED RAFTER SPACES, FORMED UA4ERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE CP ROOF RAFTERS, ALSO IN EXTERIOR WALLS. INSTALLED b MIL vISQUEEN GROUND COVER LAPPED I' -O' AT JOINTS AND EXTENDED UP TO FOUNDATION WALL (REQUIRED AT ALL CRAWL SPACES). HVAC EQUIPMENT SHALL BE SIZED 140 GREATER THAN 125% OF DESIGN LOAD AND A MINIMUM RATED OUTPUT OF 1514. THERMOSTATS CONTROLLING HEAT SUPPLY TO MORE THAN ONE ROOM SHALL HAVE A WEIGHT SETBACK FIREPLACES SHALL BE PROVIDED WITH: A TIGHTLY FITTING FLUE DAMPERS. B. READILY ACCESIBLE MANUAL OR AUTO CONTROLS. 8I4011ER15 SHALL HAVE A FLOW CONTROL DEVICE TO LIMIT FLOW TO A MAX OP 3 GPM PER SHOVER HEAD. WATER HEATERS ARE REQUIRED TO BE LABELED AS COMPLYING LW NAECA 1981 ELECTRIC WATER (EATERS LOCATED N UNHEATED SPACES SUCH AS GARAGES TO BE INSTALLED ON AN INCOMPRESSIBLE INSULATION (R -le MIN/ .+...:�. IMO a M Ob1M111N1j OWN M MON Md WNW Poor To Osnanonion. STRUCTURAL. NOTE$: 1. DESIGN LOADS A ROOF LIVE LOAD 25 POP (TOTAL LOAD 31 PSFXW/TILE 46 POP) B. FLOOR LIVE LOAD 40 POW (TOTAL LOAD N POP) C. SEISMIC ZONE 3. V•0.14W D. WIND LOAD 22 PIP E. 6011. BEARING CAPACITY 2000 POP ASSUMED. SOIL REPORT REQ'D ON ANY QUESTIONABLE BOIL. 2. FOUNDATIONS A Ab612mD MAX SOIL BEARING CAPACITY 2000 PUP INDIBTURBED CWT. B. FOUR FOUNDATIONS ONLY ON UNDISTURBED SOIL. (VERIFY) C. UNDER FLOOR SLABS COMPACT PILL TO IS% MAO. 3. CONCRETE 4 FOUNDATIONS AND FLOOR SLAB CONCRETE SHALL BE EQUAL TO (2500 P61). MAXIMUM WATER TO CEMENT RATIO, 54/2 SACKS OP CEMENT PER CUBIC YARD OF 'CONCRETE MD 6 -3/4 GALLONS WATER PER !4 LB. SACK OF CEMENT- 2500 PSI ASSUMED COMIPRESIVE STRENGTH AT 28 DAYS. S SACK MIN/CU. YD. B. MINIMS, COVERAGE CP STEEL, V BOTTOM, V SIDES, t -1/2' WALLS. FOR 6011.., SEE CODE G. lt E4PP Eg lyttr 4,0o P E4suFtE, MA 34* Its cdwc. Rapt. 4. REINFORCING STEEL A. ALL REINFORCING STEEL SHALL BE DEFORMED. INTERMEDIATE GRADE, BILLET STEEL - 46111 4615 -12 GRADE 40, NEW, CLEAN AND FREE OF DIRT. B. SPLICES, WHERE LOCATED AND APPROVED SHALL BE A MINIMUM OF 12 INCHES (2500 PSI) OR 30 DAR DIAMETER (CONC. • 2000 P61 40 DIA) C. ALL REINFORCING SHALL BE TIGHTLY TIED AND SUPPORTED DURING CONSTRUCTION. D. WELDED WIRE MESH SHALL BE ASTM -Ales. 5. WOOD A. FER UDC SEC. 2504 D. JOISTS AND RAFTERS, 2' NOMINAL HP NOZKD, F5-1150 PIP FOR REPETITIVE USE. USE DF. 4 IF SPAN OVER It W4xI2' • 16' O.G. SEE ROOFING PLAN. C. BEAMS, HEADERS AND LINTELS: 4' NOMINAL, DF NO. 2, P5-1250 P6I - OR IF NO. 2, Fb.1000 PSI 6' NOMINAL, DF NO. 1, Fly-135V P61. OR 1050 PSI IF /4F•1 D. STUDS 2•4 OR 2x6 14F610•094,1 GRADE, Fb -1300 PSI FOR REPETITIVE USE. FOR 3 STORY BLDG USE 2x6 or 3X4 • 16. OC. DP. E. GLU - LAM BEAMS 20F (Fb -2000 PSI) OR 24F (Fb -2400 PSI) UDC STANDARD 25 -10 TABLE NO- 25.0- 1-PART ,eL'EL USG USE 24F -V2. v3 OR EQUAL (VISUALLY GRADE WESTERN( SPECIES). Fb.24000 PSI, Fv•153 OR 165 PSI WITH EXTERIOR GLUE OR IF SHEAR TYPE BEAMS (SHORT SPAN HEAVY LOAD) MAY USE 20F -V3 OR EQUAL Fb•2000 Pet, FV•165 PSI. F. SEE PLANS FOR PLYWOOD. 6. STRUCTURAL STEEL ALL STRUCTURAL STEEL SHALL BE A15/T1 136, NEW, CLEAN AND FREE OF RUST. PIPE COL. SHALL BE ASTM 4'53. GRADE B OR ASOL, A36 STEEL. (ALEC.) 1. STRUCTURAL FRAMING 4 FRAMING TO BE IN COMPLIANCE W1T44 UDC SEC. 1102, SEC. 2516, 2511 B. PROVIDE NAILING IN ACCORDANCE WITH UDC SCHEDULE 25 -0 ll22Et STRUCTURAL ENG. SPECS TAKE PRECEDENCE OVER MIN. NAILING SCHEDULE AND OTHER GENERAL SPECS. C. PROVIDE SOLID BLOCKING AT JOIST SUPPORTS AND BEARING PARTITIONS. (ALSO COMPLY WITH SECT. 2506!1) 4 2516(1) D. PROVIDE BRIDGING OR BLOCKING AT MID -SPAN CF ALL SPANS OVER 8 FEET. E. USE APPROVED JOIST HANGERS WHERE REQUIRED. BRIDGING IF CEILING UNFINISHED. F. ROOF TRUSSES: SIZES TO BE VERIFIED, DETAILED AND FABRICATED BY TRUSS MANUFACTURER INSTALLATION AN1D BRIDGING SHALL SE PER MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. ALL TRUSSES DESIGNED MUST BE STAMPED BY LIC. WA STATE PE. CARE MUST BE TAKEN DURING ERECTION BY BUILDER TO NOT OVERLOAD TRUSSES WITH BUILDING MAT. 4 TO ADEQUATELY BRACE TRUSSES. 8. STUD WALLS A. USE 2x6 STUDS AT 16' O.C. PER UDC 1102, 2516. 2511(g) B. DOUBLE TOP PLATES SHALL NAVE JOINTS STAGGERED NOT LESS THAN 4 FEET. MIN. NAILING OF S -164 • 48' MIN. LAPS • 14014 SIDE OF JOINT W/I•d • 12' 0t. BETWEEN PLATES FOR EXT. 4 INT. LONG WALL (2 4 3 STORY BLDG/ 9. ROOFING A. APPLY ROOFING IN ACCORDANCE WITH UDC. SEC. 3203. B. PROVIDE ATTIC VENTILATION AS INDICATED 04 ROOF FRAMING PLANS. 4 SECT. 3205. SWEAR WALL SCHEDULE: acs 1 - 10) WALL SWEATING AND NAILING TYPE DAPA RATED SHEATHING, BLOCKED AT ALL EDGER. ® APA RATED SHEATMING, BLOCKED At ALL EDGES. NAILING - 84 COMMON (OR GALVANIZED) BOX NAILS • 4' O.C. At SHEATHING PANEL EDGES, • S' O.G. AT INTER FRAMING MEMBERS INTERIOR SOLE PLATE NAILING - (2) 164 • 6' ac. EXTERIOR MUD SILL - 518' DIA AB. • 3' -0' O.C. (MIN. TWO AB. PER WALL PANEL). ALLOWABLE SHEAR WITH FRAMING OF. - 350 PLF ALLOWABLE SHEAR WITH FRAMING HF. - 281 PLS. ® APA RATED SHEATHING, BLOCKED AT ALL EDGES. NAILING - 84 COMMON (OR GALVANIZED) BOX NAILS • 3' O.G. AT SHEATHING PANEL EDGES, • 6' 0t. AT INTER FRAMING MEMBERS INTERIOR SOLE PLATE NAILING - (2) 164 • 4' 0.0. EXTERIOR MUD SILL - 5/6' DIA. AS. • 2' -0' 0.C. (MIN. TWO AB. PER WALL PANEL) ALLOWABLE SHEAR WITH FRAMING DF. - 450 PLF ALLOWABLE SHEAR WITH FRAMING NIP. • 310 PLR • ode , 1 ® APA RATED SHEATHING, BLOCKED AT ALL EDGES. NAILING - ICd COMMON (OR GALVANIZED) pox NAILS • 4' O.C. AT SHEATHING PANEL EDGES, • 6' O.C. AT INTER PRIMING MEMBERS INTERIOR SOLE PLATE NAILING - (2) Ibd • 4' Ot. EXTERIOR MUD SILL - 5/8' DIA. AD. • 2' -0' O.C. (MIN. TWO AS. PER WALL PANEL) ALLOWABLE SWEAR WITH FRAMING DA - 460 PLF ALLOWABLE SHEAR WITH FRAMING 14F. - 315 PLP. I/1' GAO (EACH SIDE) OVER 2X STUDS • tb• O.C. NAILING - 5d COOLER NAILS • 4' O.C. TYP. INTERIOR SOLE PLATE NAILING - 164 • 6. O.C. ALLOWABLE SHEAR - 250 PLF. ® 14' OLD (EACH SIDE) OVER 2X STUDS • Is' O.G. BLOCK ALL SHEATHING EDGES. NAILING • bd COOLER NAILS • 4' O.G. TYP. INTERIOR SOLE PLATE NAILING - (2)164 • 6' O.C. ALLOWABLE SHEAR - 300 PLF. INTER WALL NOTL•8, 1. ABOVE ALLOWABLE SHEAR CAPACITIES APPLY FOR 2x FRAMING SPACED NO MORE THAN 16' O.C. 2. WHERE APA SHEATHING 18 APPLIED ON DOtN FACES OF A WALL AND NAIL SPACING 16 LESS THAN 6' O.C. ON EITHER SIDE. PANEL JOINTS SHALL BE OFFSET TO PALL ON DIFFERENT FRAMING MEMBER OR FRAMING SHALL BE 3x NOMINAL AND NAILS 04 EACH SIDE SHALL Be STAGGERED. 3. ALL SHEAR WALLS SHALL CONFORM TO UDC SECTION 2513 REQUIREMENTS. 4. ALL EXTERIOR WALLS WITHOUT A DESIGNATED SHEAR -WALL NAILING SHALL BE APA RATED SHEATHING OVER 2x STUDS • 16' O.C. WITH 84 CO'M'MON NAILS • 6' Ot. AT SHEATHING PANEL EDGES AND 12' O.C. AT INTERMEDIATE FRAMING MEMBERS. SHEATHING PANEL EDGES SHALL FALL ON 2x STUJDS. ANCHOR BOLTS SHALL BE STANDARD 'J -DOLT' WITH A 4d RETURN, OR A STANDARD 'L- DOLT' WITH 12d EXTENSION. 5. ANCHOR BOLTS SHALL DE A 36 STEEL OR BETTER MINIMUM CONCRETE SIDE COVER SHALL BE 2' WHEN EXPOSED TO UIEATHER 3' WHEN EXPOSED TO EARTH. 6. USE 1/2' C -D, G -C STRUCTURAL ,I • PLYWOOD PANEL SIDING (INDEX 24/0) OR 1116' APA t$4EATHING WITH THE SAME NAILING WITHOUT REDUCTION OF T14E ALLOWABLE SHEAR (SEE ARCH. PLANS AND /OR GENERAL NOTES). 1. 3/8' C -D, G -C STRUCTURAL 11, PLYWOOD PANEL SIDING (INDEX 24/0) MAY BE USED PROVIDING THE ALLOWABLE SHEAR 16 REDUCED BY IV% (SEE ARCH. PLANS AND /OR GENERAL NOTES). S. NAIL 2x4' OR 2x6' SOLE PLATES W/ 16d AT 12' O.C. (UNU0/ 9 ON EXTERIOR WALLS SHEATHING SHALL LAP RIM JOIST OR ELSE INCREASE SOLE PLATE NAILING 10 Ibd AT 8' Ot. (UAO.). 10. DOUBLE ALL TOP PLATES AND LAP AT LEAST 48' AT JOISTS tU/ S-Ibd EACH SIDE AND 164 AT NO MORE THAN 12' O.C. ALONG PLATE FOR EXTERIOR AND MAN INTERIOR WALLS. POLO -DOWN SCHEDULE: (NOTE I) • NDTES4 INDICATES 24 - 164 NA INDICATES HPAMD22. EMBEDDED IN CONCRETED, NAIL. TO (2) 2x STUD WITH ILS. MSTA36 STRAP TIE! NAIL TO 2x STUD WITH 26 - 104 NAILS. INDICATES HDSA EMBED 3/4' DIA. ANCHOR BOLT 14' INTO CONCRETE (OR USE STA1520 A.B. WITH 26' MINIMUM EMBEDMENT)* DOLT TO (2) 2x STUDS WITH TWO 3/4' DIA. MACHINE BOLT& INDICATES HD1A. EMBED I -1/8' DIA. ANCHOR DOLT 19' INTO CONCRETE (OR USE STAINS WITH 24' MINIMUM EMBEDMENT), BOLT TO (2) 2x STUDS WITH THREE 1/8' DIA MACHINE BOLTS. INDICATES $01. EMBED I -1/8' DIA. ANCHOR DOLT 25' INTO CONCRETE, BOLT TO 4x STUD WITH THREE P DIA. MACHINE BOLTS. ALL MOLD -DOWNS REFERENCED MANUFACTURED BY 'SIMPSON STRONG -TIE COMPANY, INC.' HOLD -DOUNS OF EQUIVALENT CAPACITY BY OTHER MANUFACTURERS MAY BE USED. ALL HOLD -DOWN 45 SHALL BE INSTALLED PER LATEST MANUFACTURER'S SPECIFICATION (SIMPSON CATALOG C- 9214-1). SEE PLANS FOR LOCATION AND INSTALLATION DETAILS. FOR ANCHOR BOLT INSTALLATION REQUIREMENTS SEE NOTE 5 AT SHEAR WALL SCHEDULE. MINIMUM 19/32' THICKNESS APA RATED TONQUE 4 GROOVE SHEATHING WITH 104 NAILS • 6' Ot. At SUPPORTED SHEATHING PANEL EDGES AND 10' O.G. AT INTERMEDIATE FRAMING MEMBERS (SEE ARCH. PLANS AND / OR GENERAL NOTES FOR REDS). SPECIFICATIONS: CONCRETE AND STEEL 6PEGIFICATIONSi I. USE 2.500 PSI CONCRETE SPECS AT 28 DAYS. SOLO PSI MAY BE USED BUT RECOMMENDED MISER STRENGTH. 2. USE ASTM, AGIS -65 OR EQUAL GRADE 40 REBAR LAPPED 30' MIN. AT SPLICES, CORNERS 4 INTERSECTIONS. IF 2000 PSI CONCRETE, LAP 40 DIAMETER MIN. SLU -LAM BEAM SPECIFICATIONS* I. FOR LONG SPANS, USE 24F-V2. V3 OR EQUAL (TABLE 015 -0 -I, PART A UBC 1988, VISUALLY GRADED I ESTERN SPECIES). Pb • 2,400 P51, Fv • 155 OR 165 PSI 4 EXTERIOR GLUE. MANUFACTURER MUST CLARIFY IN WRITING TO GLU -LAM SPECS PRIOR TO ERECTION ON JOB. 2. WHERE HAVE SHORT SPANS (81 -EAR BEAMS) USE 210E -V3 OR EQUAL WITH Fb • 2000 PSI AND Fv • 165 PSI AND OTHER SPECS SIMILAR TO 41 ABOVE. • COY OF TUI(W to APPROVED SEP 7 1994 AS BUILDING I. THE TRUSS MANUFACTURER SH GI H ALL PROVIDE ALL DESIGN AND ENGINEERIN- W WASHINGTON STATE PEA. STAMP 04 DESIGNS. DURING ERECTION OF TRUSSES, THE BUILDER SHALL TAKE CARE 70 ADEGXJATELY BRACE TRUSSES 4 ALSO NOT TO OVERLOAD THEM WITH EXCESS BUILDING MATERIALS. OOPYINONTZ1 Z> O g 9 a a 1 SION ariffived ION URUM■1 1 1 1 1 1 -1 1 1 1 1 1-1 1 -1 1 1 -1 1 r�- 4 4 tall I PO I 11111 et DATE UNV • INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET - $UEJICT TO CRIMINAL PROSECUTION. 'flJR HST DUAL N.T.$, HEADER PER PLAN (MIN. 6X8•) ' FILLER SIMPSON MST27 STRAP TIES DOUBLE STUDS AT CORNERS SIMPSON MST27 STRAP TIES AT ALL CORNERS t OF CORNER FILLER ti ELEVATION _l_.7. DEG. MITER CUT HEADERS AT CORNERS NAIL STRAP TIES W/ 3d NAILS 0 3. O.C. t• 1301e Da 1 •OOM:MaTON MOTS - A11 OSntnione ShSN So Chsclssd Md Ve/NNd Pre To Coalman. DOUBLE STUDS AT CORNERS (BELOW) PLAN ALL NO18910 118 TYPICAL TYPICAL SKYLIGHT DETAILS N.TAS. O°ou tsoette to mwmtl.mIcwra CUM .' Wi "t� MUIMOMIRMaR11 1101' 00 11. SStg101onmatMMr wnletlas •,_ M.... moms Nate • r o.e. en .e.ralt1. -- 111111 0I0 onion MD= om\ `f'.\ r . yGnoid a \ te s▪ y Orra - Swan ,v t• etll aa.bt4 MOMS .1101 CM or MCC M.1atS ratan SQL a JAMB NE �OOLSOl.d1 ail "AI AP N Os1M sins M1Nl 95 .IMF NS ado Ih Owe). Mel Mr'IS snags se iIlit I N up enlist sMIPMN. PREFAB SKYLIGHT UNIT FITS TO CURB FLASHING REQUIRED PLYWO -D SHEATHING CURD FOR SKYLIGHT (PREFAB CURBS ALSO AVAILABLE) RAFTER DOUBLE HEADER • • Taall NCI s. •r-1LNM10C11NNN 092211511121 1 • 092211511121 ime p I. InMmidsptemMse 344 • t MMpgle•ets.semenl tM 1. 1• a 69 assRawa k.w.Ml••• knead till • WYneeal••V W vest mroapem,kmaI 11. ri - .pimNOIRMnisnefesail HS S. kW plMtemembMAMg, lea pin IM. Was. / %pp mseeNd.ISMI 1.161 S. $ ..a Ire 11 I•IM ale, a. PPM muds. lam mil IM.t4•ee• le. Dintbempp1YS.k.sW IMO Item. 11. Nipples. bps wdim._n_w Pe I•1119 11. ComemmeMesmtwpl.n pkdgeaged . IS C.MMppNMwpaa,s.s 341 10 CowMMr Seely went nil add 13. CMMppIs.Mpss,. MMes.lss.W MW 16. GMmIMMwwp nlehel w. keeeel 34M It RMnwpM..eine }M IS. I* Wout mud end mepen, Ism mil 341 It 1•sr1 ----- IM , eksealb big. Ism WI ' SO. 1Naemal•sFsioSMgmewbbmleg,Iwe.W PM I1. Sdb•sanweub Ithlmi e.e. El I. epprest old Isms Se Won. ewe al 1.1611peles mad " e.N.st IN a.aea ID. rpas. 2•IM.essMany M. N Sop znota eel llemblopMkmsdneh 461 setae Ida wads ta••s• IMt la.•• W. Ca 100w M• MI wMIIaSslihnr�Mbynanisola tan ins W.I. W IN••IIa• seder MP 13. seil tr : stern SI W .s It lStaboaedSMYaessl ur se. 11 p.• WI Ne ISp• Wet Me 111C fN 1aµ• ttawwSiaiaraw orb eKepMum assetwawYsted 'Odetawd Mat Irrlak and m *�Was an M bud•► 11 mcm• M smni mYYf Yypmm mum • m ell pmekems mMntaame Wets mam win cc mem Fe Y nMm mkt to 9ine 111x) let Mad. iY .W ehitdng coq en eMaYa d w to swat •Cwwm► lteYM Y.ndssw$t archatsmogwmetttgn.inwas Sawn 8 5 ' esemen gaud 3Ntlewe.a Metanne nand msimaesmer rrmwine aatppwsa tcrm.awr.a Madly neat bur 'h..abglaew and al cost it Mqm • we •t••ys; r Oral Sri W /tram dYasay cme,eaay •e aM _awes= dSiuNa 131ar,1 1. twwmw.M.a sales anmeepmd •/wralnew ed 14•is%k14t1.1'• brass OMe.Mta SII) Malk•peid ArarAdeanaa4m.Mammsn aNnYm•84 Seas td I. 1 19130 NUM SUNNING APPI.IS'Anna la1M MI burning sppMnam inehte• Uptight assns. Wpm, sons, roan MaesuRkijba ii*u. faaory•buiu Rripiaael, and Melee inserts. Urn* MMMU adopts' b Pan` Gunn. all Wit Wan burning ippManu MSS Mup p with IM provisions of Session 301, UMC Boa *Wig sun SS W provided with heating /Whin apaik et MsuulaM$ /OT sl a pins I• nbays IM flow Mal M MUS rams sass Si soda Nmpnaun k is Ass (elk in Swim 304 WitC, Swum 1111, WIC 1. Pwl burning sqSpmssl Mau/ Sabi as 'Mondial soils (solnseasd dear MM WStC) ass Pain onebwuos sir Dom ealda.rs, mulling IM MOnsWil at Sots 507, UMC NOM BUILDING ENVELOPS 7M Sumo snu d a building whidnandue coadiuooed.pas Sump OOP thesn.lanergymey be Innsfuted to or from ohs starts. Sudo.303. Waac b. fuel Miming equipment keeled outside Me bolding envelops 1ha11 meet the provisions of Sadao 401. UMC s Ductwork locsua sin sera el combustion sir, Memnon Section 407. SOL 50a, 606 All warnt•Mr fetnsa iMll be limed and tabakd by in approved epncy and installed to lined cep gitsatbs, &atop 301. UMC Appliances MNMed for IsuMtlon in closets, alarms or confined spats shall be so listed. Section 301, UMC No warm•air tuna shill be installed In mom bud a asped to be used ass behwm, bathroom. dust or in nq named epos with Soso any weigh such ton or spot caps diva vent dernerea,andaed twaau end adds Mauq tomeces. Session 101, UMC No mammal, firma shin a Installed is s Suns VMS* * Mss ass tr wiaat Ise the (.ream w turhiw Miullsd Mania raft s minimum dear oodles spa less tae r slang the slam, back sin sop el ea foraap. Swim Me. UMC I Nwkod psins.m ps•burnlq appliances ding as be Anstalkd M s pit. bsaamenl. or similar location wham MnMI•Sursdr pa mipe collect. *sasses is Mk/ shell nos be installed in an abtns.ps& uMedloor apace es bunion n iii such locums is padded with en append mum tar nwo,l of unburned p1 Scales 301, UMC (Approval must Is granted by 1M Building Official.) Mating and soling equipment located M a pup end which pants a gun. out or tents capable of igniting flammable vapors WO be installed Mob 1M pilots end burner a hating •Hagan end switches et least IV above the Ida Ina Section SOS. UMC fits dampen need not be Istelled in sir dues pushes dump dm wall, Boor. W aiflag sepsnueg • residence (Orovp R Division 3 sensory) from s Snip gins M. Division t occupancy) peoalad sect eats within the prep are aamncted Mood Mnnga thinness not leis shin 0.00 mc.(No 76 WantcdaYsspup)smManoOWwtg,Sou Sour wrap. Wales 3('O. Wun►/Yfvn emksu611aw MaulewasolopmaYKSam*ymeSeao. /Gland 709. UMC • spry swaps (drpt,nsp. eut)daiped ate wand MhO to enacted 13 UMC. gmeemroaglplgwitASea ,ono9a.103,andTablesp•AaM9.0. wa�ess ewwnM1 t si 'nthtM enniM iLg.tsGn»rtn insrwaeo end is applicable provisions d Chapin( F, UMC A7ypttwSW pis semMMI nntnNa0MI min1•doe as Iastyes obis is pas as kin Ws c tray soy Dania d ern buildimedslasno et an we d eat Ya as era upward, tmm the borlemel as km than bow inclose f. UMC.nnkss liucaestedahenes. SeaialteS UMC A1)9sLvatttieystaomsOM Amino which it pose err km Met r from •rm panacea don buiMMgwkidl wands at an anja Or more than 43 apses amend from ern bwdadtal tutu ataMested «Mniu S•aeon 90(e). UMC Vent common Ian be lcetatkd within MM spat or area M waia the appliance Is Noted end Ma11 be connected to s chimney or in sea meaner a abuinYM the clearance toc6mbmlhMee pa Tabs tsaS-C UMC pocrwoRS a. Osa rasa slue boo( nista moss taMMTaMSi Na MA. LOO, bud tOC a kaalpsa *Ss de**, with UMC Standard No. 101 UMC b. hinuaSaswsMOMsaaa.us yeinipt.Ssaia taco). Ns Na IOA pawpaw q S 1Ok 14 1•0 (Use. owl, ern nand dta} UMC a 1mst daelmsBSag.vieSsaisiawc a Dss basis tabs SadSsanisvirWIC 'akin 416. 1• *TORS, EDRNE*a, saATINs SLMR S= S SI MCOS OP tO Mina AIM MU OAIIRS MOLD 11 A /MINOR OF le• MOPS TO OARAOS ALOOR. TENS aaOOLD MAO O PROMS= MAINS! VSSIO i.AR COLLISION. RIM 0.$.c. SIMON 500. 2. Sus DOORS NALL *E oss*AILI PROM CO INSIDE •STN R MION7 LIMON, DSADIOLT, OR StCOR2TI OWN NOONl=D A? A Win OP 40• NaIIMUN AIOVI natal tuna. SECnon 3304(C)U.1.C. 3. ALL too sin eon= lens COMMITS OR MASONRY MOULD O PUSS= TIMM MOOD AND BRANDID IT AN APPROVED AGM= • Swum 2516 (C)3. 4. i? LIVING ROOM ammo I1 24 • Aloes ALLMAY nIt LADS TO =RPM ROOKS. A sMOSE DsTECTOR WILL a =MSTALLID AT TO ItIGOS? POINT Pal SECTION 1210 U.B.C. 5• RSCssia° LIGN? :NO FIXTURES SWUId as I.C.RA?ID AND INC'LOSORI USED WITS A 1/2• G.W•9. an AC runsm. SECrxoi 502.4.4. 6. Rid. OOonS, PLENUMS, isle SECLOaa a MOODS OR ALONG UNORSiD sPACes•(2MOLOD2MG ?NOS1 P1011 GARAGE INS /ALLAMONO), SUMS Ss 11ERMALLT IMSOLATED EXCEPT TaOSE INSTALL= Ilswtu OR IM A SPACE MCC IilOUS TO OOTSIDI AIR• 7 • Dann NOXIOUS, anon DOLT aoaw NOT itenv A TOTAL =SIMOD eonisonnn. AID VERTICAL arFlcrt,rs L*MGTV OP 14•0•. 9. MASONRY r2RuPLACfS SBOGLD SS PROVIDED WITS A TIMMY FISTING PLUS DAIDM AND a READILY ACCOiSnSLI MAMOAL COTS= AN OOTSIDS SOOCI OF COMBUSTION AIR SSOOLD SS 1RDVID1D WITS A DUCT OP 6 SQUARE INa n 1II1FIMWI AREA AND ROAD= OPERA= DARNS AS FOR non= 401 or in Waaaisrow 3m?E Varn1ATIoN Con . 9. MA?al moan LOCATED in ?O GARa06 OR Main= tLOOR ARE To SS INSTALLED ON INCODRtsahaLE INSULATION • AS PER SEC210* 504.2.1 OF SAE WASSIMIT011 STATE VIDITI A?mM Coos. 10 • Mo? AND COLD Ia= fl* PIPES II THE GARAGE SRO= S S IflUlATi= WITS MINIX0N R -3 INSULATION WITS A PLUM 8PRIAD or 25 on LESS As PER U.B.C. Samoa 1713. 11. Tam seousa nnaRODIDS an TO is A sworn, ono AND MOM - 105011SIrr =ROM ROT LIST THAI 70• non to On war as 1ra1 U.B.C. Stcnw 510(1). 12 • Gnaws IIALL WARD ammo USED 1108 Toe OR "'OM ESCLOSORIS !MOLD O OP A WaTIR RE3lirasl sarsa2AL• 00 n 0? INSTALL OM VAPOR NAM= OM MULLS ea ON nos aaao as nR U.D.C. Stenos 4712. a 13. AIR DUCTS ' P INIZSO en000S OA*AQI MALI., MOM OR CEILiss ARE TO Si No. 26 GALVAISE1O SUM WITS NO OPEN /NUS INTO OW GARAOS. 14. LAIIDiN0a GOTIIDS TO *S NO .bat THAN 1 • UM/ MO T1auSNOLD • 15 • I am ao:an sans TO O s0 NOBS THAN 4 • APARt. pas U•B.C. 1712(M. 3306. 16. STAIN HA MM AMD NANDGRnnn ANN To ava 1 1/2• To 2• Gaon SECTIONALS AND RRTURS TO MILL. (ca1TIROODa) 17. 5/8• rYPS •X• G.M.9. moat au. STAIR MILLS RID DlU8LI LAYER IF S?RINo= SPACING 2S NMI TOGS 16 • 0.0. RS PER Damao 3306(x) 18. If NATER MATER 2s OVf 4•00 in IMBIONn AND IAS A NON RIGID NAM CONHECflou, TUN I? Is TO u ANISIONOD AID sTNAPPIm TO MOST EAIaTAgURO 1OTIas. SID-:ON 504(9) U.M.C. 19. wtNDON MANQrACIOAIR ?O PROVIDE PORT BOLES IN SACI WINDOW 2N EAQ= BAS2 ?AILS ROOK• FOUNDATION: 1 • GALVANISED HETAL PLASHING TO *I INSTALLED IETWtlN CONCEITS SLAB, AND N000 NA?SRIAL AT RETSR20* P ORCHES AND LANDINGS TO Rill TOIin. 2. Conant Feat nos noon PROJ=CT at Las? e amp GROUND onion MUM MATZO MATIRIALS ARm OSLO AS PIR Samos 2516(0)4. ROOF: i. Arnc rstr2fanoi as PO 3205 (/,C)• 5sI mina= on CALCULATIONS PROVIDED• 2. Vas OPEn2I05 SMALL O cons= 112211 CORI0s20I RESISTANT Mm aan arm mpaanMGS or 1/4 swan IMos DIKOSSSOU. 3. Roos VALLEYs so awn 26 GAD= GALVANIZED FLOSS= As iEn Surma 1707(6). 4 • Stoma SAILS PIAid• O GALVANISED SLLa?SS STILL OR &LWQIUM. 5. Conlosmon moor farrows as rim nun 32.a.2 6. 22•=30• asst w aS To sa PROVIDED /OR I a1 WARM ATTIC AREA • fl NO LW LAM 30• p0R nano= as RR WC Stator 32050). Artie acme DOOR to foot 1-30 2p0lansou Nina RID Male SnRsPISD. BAPIXARn to non= n al C NIMIE • 7. TRAMS To RI DOSISSIR lung swim n a WOR Isms STATE ATRDCTONAL UNSO MIR. CALOAAt1011a ARS Io SOlNI ?TED 10* 0001 0011PL4AMCE /RIO* TO PA*RICATION OR 1O*Nit IpURMOE. T*OSIIt t0 NB ramorACSV31mo 2a & run Tan Is &PPROVW 010E11 1111 R*QDaRMOSNT* OP $lC lO0 306(0). SAC* Tams *ALL S EA* QOaLItV Coma. /1RIIp, SECTION 2510 ( r ) , as nu. is MANM7AUTUAZD PLANT MCI MO *011RSSO OISION LOAD AND MAi2MUM SPACING• O•S•C• IITA1iDAROS 25-17. e. APPROVSD aMGIRS TO as Cato AT ALL CONN*C?IOIIu Or RAKERS, JADE OR PIP 'DOfa TO Tit N71IN GIRDg' ?ROSS. TRUSS IannCTQ*IR TO FOOVSDE TYPE . 9 • NoNeaAR/No MALLS moan O , w Don PROM DO MSS TO SUTTON =LORD WITS AM &PlROV>m ,&STINK: TO 2ESUa TRUSS CA CORD WILL not S IAR ON MOM- SIAR2MU WALL. 10. ROOF 90 SE moons 10 RESIST NOT WIND •OPLZIT LOADS. Dsa Sawa '11' ANCHORS OR IQUIVaL OWS • 11. ?ROM MILL MOT O 1ZaA ALTERED WITHOUT PRIOR E D:LDIs0 DEPAR ?NEST APPROVAL Or ENOINLERI*0 CALCm.AT20NS• 12. Mans SMALL. inn omraaa AND DRAWINGS ON SITE /OR rtt.D mNbPECTmN. 13. norms sow= coo= 0v * SUPPORTS. 14 • SnDED ARIAS • nuAla wail on 2 s 6 RAPT= AT 24 • OC masse =nuns mono . SECTIONS: 1. Au WOOD =manor some 2ata ISCLODINS mom RUCs As VAPOR nAIR2nRS OR MAIM PAPER a FECES BUM run anno /sums OEV ZASID RA2lMO SHORN 011 25/450 e a Less. Samoa 1713(c). COPYRIOMT© AUS !!IP 11w1 an Dine many REV •1 • 4' 4 sii MI •e OD Dine many REV •1 • 4' 4 sii l fir -1 ALL LINEAL ROAM TO MATERIAL ON TN* SNIT -� 4x POSTS OR (2) 2x STUDS • MIN. 16' O.C. TO ONIMINAL POOSIOUTION, 1/2' PLYWOOD W/ 8d NAILS • 3' O.C. UN.O. AT PA J G. P.0 reet . EXTEND PLYWOOD TO OVERLAP RIM JOIST 1 SILL PLATE 35 CAPACIITTYSTRAP HOLDOWVS * MINIMUM UN.0 (SEE PLANS) CONC. FOUNDATION t FOOTING * NOTES: 1. ALL STRAP HOEDOWNS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INCLUDING CORNER INSTALLATION . TWO HOEDOWNS CAN BE USED AT EACH CORNER TO MEET THE REQUIRED LOAD. 2. ALTERNATE TYPES OF APPROVED HOLDOU.NS CAN BE USED IN PLACE OF STRAP HOLDOWNS. SUBMIT DETAILS FOR /*e J4Ct AI°PROVAL, PANEL AT FLOOR OVER CRAWL SPACE 16' MI * NOTES, L 2. tR' PLYWOOD W/ 8d NAILS •3' O.C. 4x POSTS OR (2) 2x STUDS N rAND+22 az. E6tuAL 3500+ CAPACITY STRAP HOEDOWNS * • BACK OF POSTS 4x POSTS OR (2) 2x STUDS • MIN. 24' O.C. 14' PLYWOOD W/ 8d NAILS •3' O.C. AT IJCI. =We. rT".+A OR ea. W/ 21/2° rouT must 3500• CAPACITY FLOOR TIE ANCHORS 3/8' DIA. x 15 1.A$. (2) 2x PLATES 2x P.T. SILL PLATE 3500• CAPACITY STRAP HOEDOWNS * * NOTES: 1. ALL STRAP HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INCLUDING CORNER INSTALLATION . TWO HOLDOWNS CAN BE USED AT EACH CORNER TO MEET THE REQUIRED LOAD. 2. ALTERNATE TYPES OF APPROVED HOLDOILNS CAN 5E USED IN PLACE OF STRAP HOLDOLI S. SUBMIT DETAILS FOR Aat.laY APPIro/AL.. OPTIONAL LOCATION (AL.OU& I- IARRZOW ease) • FRONT OF POSTS (2) 2x PLATES 2x PI. SILL PLATE D /8' DIA. x 15" AB. CONT. FOOTING • DOOR OPENING ALL STRAP HOEDOWNS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INCLUDING COINER INSTALLATION . TWO I- IGLOO: NS CAN BE USED AT EACH CORNER TO MEET THE REQUIRED LOAD. ALTERNATE TYPES OF APPROVED HOLDOWNS CAN BE USED IN PLACE OF STRAP HOLDOWNS SUBMIT DETAILS FOR Aa. iJGY APPRO■IAL. TRAP WOLDOUNS AT OPTIONAL LOCATION B1 44.0 a 1 1 NOTI - AN O Imes M Smn IN Ds *W WON /NM Ti O irvillsn. ANEL AT FLOOR OVER PONY WALL thf4 c OVEIC HA.00•IJ •- • 1: , 1 1M i 1 EXTEND HEADER TO CORNER 1/2' PLYWOOD W/ 8d NAILS • 3' O.C. —4x POSt9 OR (2) 2x STUDS 3x BLOCKING • PLYWOOD JOINTS - LEADER AT CORNER 2x4 TOP PLATE HEADER NAIL SHEATHING TO HEADER AT 3' 0:C. B.W. 2 - 2x STUDS NAIL SHEATHING TO EACH STUD 8d NAILS AT 3' O.C. ALL PLATES. HEADERS 1 STUDS 1 APA RATED SHEATHING 3/0' MIN. ' 24/0 EXP. I 2 - 2x4 BLOCKING AT ANY PLYWOOD JOINT 1-IPAHD2e At EaLl6.1.- APPROVED HOOKED -END WOOD TO CONCRETE CONNECTORS WITH 3500• CAPACITY (MIN.) 3 • 2x PLATES - NAIL SHEATHING TO EACH PLATE I/2' DIA. AD. - Y IMDEDMENT CONTINUOUS FOOTING OR SLAB EDGE NOTE: FOR USE M GARAGE END WALLS AS SHOWS. IF A FLOOR INTERVENES BETWEEN FOUNDATION AND BRACED PANEL, THE PLYWOOD SHALL OVERLAP THE RIM JOIST AND SILL PLATE. PROVIDE HOEDOWS, BOLTS AND PLYWOOD NAILING AS SHOWN. IF USED ABOVE PONY WALL. USE DETAIL M'j. 1 t WEADER SPLICE - HEADER PE-1z PLAJ -1 1200• CAPACITY STRAP TIE AT P•t7'TOM I~t'� :e 3/8' PLYWOOD W/ 80 NAILS • 3' O.C. AT- Fra1J°.L ax tt 4x POSTS OR (2) 2x STUDS 3x BLOCKING • PLYWOOD JOINTS 2x4 TOP PLATE HEADER NAIL SHEATHING TO MEADER AT 3' O.G. B.W. 2 - 2x STUDS NAIL SHEATHING TO EACH STUD 8d NAILS AT 3' O.C. ALL PLATES, HEADERS 4 STUDS CRY OF TUKWIIA APPROVED SEP 7 1994 BUILDING DIVISION APA RATED SHEATHING 3/8' MIN. 24/0 EXP. 1 2 2x4 BLOCKING AT ANY PLYWOOD JOINT NrpND22 az EQUAL- APPROVED HOOKED -END WOOD TO CONCRETE CONNECTORS WITH 2400• CAPACITY (MIN.) 2 2x PLATES - NAIL SHEATHING TO EACH PLATE (2> W 01". AS. - Iel:MEPEE.D•1EIJi v • f • • - -CONTINUOUS FOOTING OR SLAB EDGE NOTE_ FOR USE IN GARAGE PC WALLS AS SHOWS. IF A FLOOR INTERVENES BETWEEN FOUNDATION AND BRACED PANEL, THE PLYWOOD SI-+ALL OVERLAP THE RIM JOIST AND SILL PLATE. PROVIDE HOLDOWS, BOLTS AND PLYWOOD NAILING AS SHOWN. IF USED ABOVE PONY WALL. USE DETAIL 61 DETAIL (24 NCH LATRRAL NitTRAINT POOL) .� NA 2 tat IOW MIMI OOP Piti11T4,` u,,,C1,u ,u :,CI 11 in. l„ j: r t�,!!� u'ii Ali! siodum W Z F- z 4 cc W cc cc J Q W M tATP. DMA 'UV AN h M ■ STONE 1■14-37ma NOT FOUND • co 689'25'40'E TRACT 109 1 134,39 —� 44, 1 ‘)C:?: I 50' WETL :t6L-::51i'36 S ?g 2 1 1 1 1 1 1 '� �. 4.49 X70• y1Df , Et EASENE. 1 , , 1 1 • WETLAND AND - BUFFER 1 i 1 i 10' BUILDING SE,BACK LINlq.04•E _-® 5158 se -1-41r>. _ "4 - M. 1V89'35'30'W ! 1 1 -3 / --- 1�4 - --'�' LOT 20' I N89''30'W 134.41 lo, TYPIC L UILDING SET A K LINES -s i 1 134.41 1/ _ -- 1�e �� LOT 2," � � 1 MATCH LINE 1 RECORDER'S CERTIFICATE Filed for record this day of in book of surveys. peps DENY I S L. L13D . Mgr. 1993 et et the request of Supt. of Records rn S1/4 SEC 22 CL' EASEMENT f, _ _ AF 18204020083 m U q--. z z w 0 J co 1 Jibe r r i r r a 1 1 -- -144 - -4• LOT 3 N89'35'30'W MATCH � LINE 134.41,— 1 1 Z z Z (u) END - 70 d- JUNE 1993 . q I i§. m N � 30' N89'35'3014 134.42 EXCEPTION 134.43 B Or) 989'35'30 SURVEYOR'S CERTIFICATE This mop correctly represent,. a survey mods by me or under my direction i n conformance with the requirements of the Su"r�vs� Recording Act et the request of ROGER -1• CALDV ELL. 1 n . QT, . of. 19 93 4 Certificate No. 16213 508.00E S. 158TH ST. CALDWELL- 2593 -SW SE 22-23-4 SCALE: 30 ft/in SHORT PLAT FOR ROGER J. CALOWELL 11) TRACT 34 SUNNYGDALE GARDENS NO. LEGAL DESCRIPTION: THE WEST HALF' OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; (ALSO KNOWN AS UNPLATTED TRACT 33, AS DELINEATED ON THE PLAT OF' SUNNYOALE GARDENS, DIVISION NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 25 OF PLATS. PAGE 501; EXCEPT THE SOUTH 150 FEET THEREOF; EXCEPT STREETS. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. AREAS: LOT 1: 7634 SO FT. LOT 2: 6721 SO FT. LOT 3: 6721 SO FT. LOT 4: 8252 SO FT. - WETLAND 37.059 SO FT. NOTES THE ONLY SLOPES GREATER THAN 15% ARE VITHIN THE R/V OF 42ND AVE S. DITCH AND BANK TO LOTS 1-4. A SMALL NORTHERLY PORTION OF LOT 4 ALSO HAS A SLOPT GREATER THAN 15 %. 'SENSITIVE AREAS RESTRICTIONS: 1. USE AND DEVELOPMENT OF LOTS CREATED BY THIS SHORT PLAT ARE CONTROLLED BY PROVISIONS OF TUKWILA SENSITIVE AREAS ORDINANCE (TMC 18.45, OR AS HEREAFTER AMENDED). 2. THE AREAS DESIGNATED IN THIS SHORT PLAT AS WETLAND PROTECTION EASEMENT SHALL NOT BE DEVELOPED. BUT SHALL BE RESERVED AS NATURAL AREAS. THE OWNER OF EACH LOT IN THIS WETLAND SHALL BE RESPONSIBLE FOR THE MAINTENANCE. CARE AND PROTECTION OF SAID PROTECTION EASEMENTS. AND SHALL HOLD HARMLESS THE CITY OF TUKWILA FOR ANY COSTS. EXPENSES. CLAIMS. ATTORNEYS FEES OR OTHER RELATED CHARGES FOR ANY ACT OR OMISSION ARISING OUT OF THE DESIGNATION OF A PROTECTION EASEMENT.' FIELD TRAVERSE TOPCON GTS -4B BASIS OF BEARINGS -PLAT OF SUNNYDALE GARDENS DIV. NO. 1 LEGEND 0 SET REPR/mCOP ❑ SET UNE Tr.& x SET M L/LQTAG e PD/CASE 4 arc hot • can RF.aAR/LQ Caw - -x- -FENCE STONE 0 15 30 CITY OF TUKWILA L93 -0074 SHORT PLAT NUMBER IN THE SW 1/4 OF THE SE 1/4 OF SEC.22 .1123 N.R4 E. W.M. LUND 8 ASSOCIATES SURVEYORS 2220 S. 287TH ST. FEDERAL WAY. WA. 98003 (206) 839 -7755 • 75 OWN. BY DLL MATE 9 -27 -93 .roe' 2593SP REV. 7 -18 -94 SCALE 1' = 30' SHEET 3 OFI