Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit B96-0110 - CALDWELL RESIDENCE - NEW SINGLE FAMILY RESIDENCE
City of Tukwila ( (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: 896 -0110 Type: B -BLDG Category: NSFR Address: 15642 42 AV S Location: Parcel #: 222304 -9107 Zoning: R1.72 Type Const: V -N Gas /Elec: GAS Wetlands: Water: HIGHLINE Contractor License No.: CALDWCC06600 Status: ISSUED Issued: 08/01/1996 Expires: 01/28/1997 Type of Occupancy: DWELLING Scopes: Sewer: VAL VUE TENANT CALDWELL DEAN 15642 42 AV S, TUKWILA, WA 98188 OWNER CALDWELL ROGER Phone: 206 431 -1434 15650 42ND AVE S, TUKWILA WA 98188 CONTRACTOR CALDWELL CONSTRUCTION CORP. Phone: 206 283 -8592 3232 23RD WEST, SEATTLE, WA 98199 CONTACT DEAN CALDWELL Phone: 206 283 -8592 3232 23RD, SEATTLE, WA 98199 * k * k * k k * * * * *k * * * * * .k * * * * * * * * * * * * * * k * * * * * * * * * * * * * * * * * * * * * * * * * * * * * •k * * * * * * * * * * * Permit Description: CONSTRUCT NEW SINGLE- FAMILY RESIDENCE. SETBACKS Units: 001 Front: .0 Back: Buildings: 001 Left: .0 Right: Fire Protection: N/A UBC Edition: 1994 Valuation: 82,758.66 Total Permit Fee: 1,293.15 **'. k*** k*** k**** k* kk********************* 4k** * * * * * ** * ** * * * * * * * * * * * * * * * * * * * ** _ z • cE-1-9 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: e: �L.,�, fir;. ev6 Date: Print Name _ C4 , (Ai., Inv i..- L Title: „�9 wt/1 c k This permit shall become null and void if the work is not commenced within Z 41 1v days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. TM `' DEPARENT DATE IN °DATE ` ' APPROVED. ry R EQUIREMENTS :/: COMMENTS CJL / X Plan Review Meeting �_ �'c) R 9 (,, : Y: INIT: I A BUILDING - initial review 4/Z4/46, 4/204, �.. (ROUTED) ^' ONSULTANT: Date Sent - Date Approved - ( B t, FIRE Li 1 AG 1//30 6 6, FIREPROTECTION: 0 Sprinklers Detectors N/A f IRE DEPT.LETTERDATED: // INSPECTOR: L; / INIT: f L PLANNING , „ � x, /�" / f / ` • a � I /,.) r' ZONING: ZONING: L. cl OAR /LANDUSECONDITIONS? QYes No '7 �? - ,)? <.� t /._ 1 -nn (00 N- INIT: Al / INIMUMSETBACKS: S- E- W- PUBLIC WORKS � ��/ � /�' i, z Z J�4, JTILITYPERMITS REM IRED? Yes 0 N �' UBLICWORKSLETTERDATED: 7 , � �/7)� INIT: / 1 � BUILDING - final review 7 _� / 1O 7-z' 41(o T YPEOFC TRUCTION : Y4 CERT.OFOCCUPANCY? Oyes XN0 U2'_ MITI .N (year): 119k INIT: ! ' BUILDING OFFICIAL -7-24.1G, 'TA % INIT: , - AMOUNT OWING: s __ so CONTACTED - _,S �� CJL / t C DATE NOTIFIED J 9 (,, : Y: 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION ( B t, W‘LA. , syy CITY OF TUKWILA la Department of CommNity Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 190B (206) 431 -3670 PLAN CHECK NUMBER Building Permit Application Tracking REVIEW COMPLETED PROJECT NAME SITE ADDRESS Caldwell, Don 15t9q o Uj Pw 3 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. (Qs .00 = Tow $ 55x.60 SUITE NO. 02115/I6 SITE ADDRESS SUITE # ISt2 'Y 169 „(J Au . - o. VALUE OF CONSTRUCTION - $ 4►S, ad U PROJECT NAME/TENANT bEA4' £4 a.)C — LL- ASSESSOR ACCOUNT # & 0 -0 0 TYPE OF a! New Building • Addition • Tenant Improvement (commercial) • Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: ,i6 S1.u GkC- 6-4Hr&Y R.65064 BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? 0 No © Yes If Yes, new building requirements may need to be met. Please explain: &F ear kbrvG C (ar ), L I - 1� SQUARE FOOTAGE - Building: 14'J Tenant Space: Area of Construction: I CJi 59 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? Q No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: 0 Sprinklers 0 Automatic Fire Alarm System PROPERTY OWNER ���� G PHONE ADDRESS r6 s - Yd `� ` i4 U F S G , ZIP P! CONTRACTOR PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT PHONE ADDRESS ZIP CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 ?CI -- O CD PLAN CHECK NUMBER — 0 0 APPL ICATION I11LIS 1 HE- FILLED OUT COMPLETELY BUILDINI PERMIT APPLICATION DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE . OTHER: TOTAL AMOUNT "1 O r o g . >.`3`.I RCPT 0 DATE I CERTIFY THAT:I :READ AN D:. EXAMINED. THIS APPLICATION.; AND; KNOW T HE SAME: BE`TRUE AND CORRECT,<AND I AM AUTHORIZED;. TO. APPLY' FOR: THIS'; PERMIT BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON - 1)6 4 ti SIGNATUF���� PRINT NAME 2: Ati C4C_b We — L ADDRESS . . 3 • a 3 Y tc) C , (- C) L DATE *ilc2 'Z/5.6 PHONE P5 L CITY/ZIP 97-/ 5 y PHONE 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 Lt-'cLt-citd DATE APPLICATION EXPIRES 161221Q3 COMMERCIAL NEW COMMERCIAL BUILDINGS/ADDITIONS . ':•:••••• ' • Completed builng permit applicadon (one for each structure) • : • .E] Assessor Account Number:',•••• •-•••• •• : ' Two • • • sets (2) of the following' • • fl .••••• • . • Specifications ::••••• •„•••• .. • ••••• . . . . . . . • • • . • . • • • .• •.E1 Structural calculations stamped by a Washington State licensed Soils report stamped by a Washington State licensed engineer ::: ':•••• Topographical survey . . . El Energy calculations stamped by a Washington State licensed • '; engineer or architect •. • . Legal description . . • • . Working drawings, stamped by a Washington State licensed architect, which Include: Site plan . • • Architectural drawings • Structural drawings • Mechanical drawings • Elevations • Civil dawinge Land pl Completed utility permit application (one for entire pro [1:1 Six (6) sets of civil drawings . . NOTE See utility permit application and checklist for specific utility submittal requirements RACK STORAGE El Completed building permit application El Assessor Account Number I 1 Two (2) sets of plans, which include: • • . . . .• Entire space where racks will be located • . . • Exit doors.. • • . • • Dimensions of all aisles , • Building floor plan showing SUBMITTAL CHECKLIST Tenant space floor plan showing rack storage layout, aisles and NOTE: Include dimensions of racks (height, width and length)aisies and exit ways on plan, . : . • • E Structural calculations stamped by a Washington State licensed .• engineer (rack storage 8 and over).• *.. .• •-• RESIDENTIAL Completed building permit application (one for each structure). . Ej Legal description [-I Assessor Account Number •••••• •• .••• • •::•••.• •• • ' n Two sets (2) of working drawings, which • Site plan (On plan,'ishen0 closest hydrant. .; .Foundation plan Include access to builcfing;•shoWing.. • Floor plan .••• .. • ••••:.• •• width and length at • Roof plan •• ..• ,•• • Building elevations (all 'Building cross socUon • Structural framing Washington State Energy Code data "• • • '' • • •••••• Completed utility permit .Six.• (6) sets of site plans showing utilities NOTE: Building site plan and utility site plan may be combined,. See utility permit application and checklist for specific submith31 requirements. Adcfitional topographical and soils information may be required if unique site conditions COMMERCIAL TENANT IMPROVEMENTS • • • •• • • .C�nip jjf b .A000000(,■c0000t Two (2) sets of Construction plans, which include : . : :. : • % :...', : . . ... ..:: . . :..• Tenant location.; , .....,...-..„..: : .,:..,.: ... . .. . Floo......,rip1:48:9offpadrolpaocesnt (common wall) I ab .. ...... .....:... :::..'• Overall dimensibn5 of building lor square fublagb ....- ' .....: ....: • • proposed tenant space - .:. „.. .. ,.. .....:• Tenant space plan with Use of each room ....* Exit doors, egress patterns. • New walls, existing wall, and walls to be demolished,. [1:1 Construction details Cross • C sections showing wall construction and method of attachment for floor and ceiling . . . . I 1 :„.Site " plan • space Existing . :000 proposed parking t.000soape '0180 (if eiPplicablr,I,e;:,":Chang' Of usay: . . Overall building plan Structural calculations stamped by a Washington State licensed .. • engineer may be required if structural work is to be done (2 sets) NOTE: lf any utility work Is lobe done, submit separate utility permit application and plans • . . REROOF . E Completed building permit application (one for each structure) Assessor Account Number . • • . • . Narrative describing existing roof, material being removed, and material being installed. . NOTE .A certification letter is required prior to final Inspection and sign.... • . off of the permit.: . .• ...; ANTENNA/SATELLITE DISHES I I Completed building permit application Two (2) sets of plans, which include: NEW SINGLE-FAMILY DWELLINGS/ADDITIONS RESIDENTIAL REMODELS .• • " •• Assessor Account Number : .•••:••••••••.•• . I I Site Plan (showing building and location of antenna/satellite dish) • • • • • ri Details antenna/satellite dish and method of attachment • • • ;' • Structural calculations stamped by a Washington State engineer may be required. . . . I I Completed building permit application (one for each structure) [1 Assessor Account Number. . drawings, which Include Site plan • •••• • ••••:• • ..::.::• ••••:- ' • : •. • • Foundation plan Floor plan Hoof plan elevations (all views) • Building cross section :,......:..:Noreg Is to be doili application .plansMust be • : . . REROOFS • . • •.• • • : : • :• • . .• . Completed building permit application (one for each structure) ri Assessor Account Number Narrative describing existing roof, material being removed, and material being installed. NOTE A certification letter is required prior to final inspection andsign- off of the permit. • • ..• • • • •• CITY OF TUKWILA Permit No: B96-0110 Address: 15642 42 AV S Suite: Tenant: CALDWELL DEAN Status: ISSUED Type: B-BLDG Applied: 04/24/19 Parcel #: 222304-9107 Issued: 0J/01/1996 .rnA*4***.4.*******k****44,-****A*4k.w.4k*.k4**Ak*Ak**k$4 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. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 3. Hauling over 50 cy shall require application for a Hauling Permit prior to any associated activity: 4. No changes will be made to the plans unless approved by the Architect or Engineer and the Tukwila Building Division, 5. Plumbing permits shall be obtained through the Seattle-King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (2964722). 6. Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (243-6630). 7. All mechanical work shall be under separate permit issued by the City of Tukwila. 3. All inspection records, and approved plans shall be available at the Job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 9. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 10. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 11. Subgrade preparation including drainage, excavation, compaction, and fill requirement shall conform strictly with recommendations given in the soils report. 12. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1994 Edition) as amended, Uniform Mechanical Code (1994 Edition), and Washington State Energy Code (1994 Edition). 13. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 14. All wood to remain in placed concrete shall be treated wood. 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 the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. ° ) / ' �� '+A***++****+kk.A'*A*+* +a+4***+*a*****Ak*A-A**+**+ak+k* CITY OF TUKW%LA, NM ' }kANSMIT ****** :****.k* ,+�� A*�*�^*+a�x*^*a*A+�Ak4*A**A++*+**+�+ +k* TRANSMIT Number': 96004568 Amount: 785 08/01/.96 11126 Payment' Method: CHECK Notation: CALDNELL CONSTRU Initx SLB This Payment 785.50 ++^**++a***x** Account Code Description 000/322.100 BUILDING - RES 000/386.904 STATE BUILDING SURCHARGE _ -� . CI`, or TunMILA. NA /-� ''�'''^^^'~` +a+�*a+k*a*kak**+++^ / ���^�^~^.. .�� TRANS �}' TRANSMIT Number.: 96004038 Amount: / . ''�''^~^""��""-^^°^�+� y�'mont Method: CH[CK Notation: 507~65 O4/24/�2 ion: CAL0NELL CONST Init: S|D .'v Permit No 096-0110 Type: 8~DLDG BUILDING P[-----'-- Parcel No: 222304-9107 PERMIT Site Address: 15642 42 AV S 65 Total Total Foes: 1~293.15 This payment 5O7 . ALL Pmts: 507.65 110.***hAA.A*A****4,**ak^«+a+*+A+*k*h+**+44 785.50 Account r°^.� . **^*^+ *«kA*+*+*A****+*A** ��.� �� Description PLAN CHECK - KES 0 00/345.830 Permit No: 896^0110 Type: D-QLDG BUILDING PERMIT Parcel No Y22304-9107 , Site Address: 15642 42 AV S Total Fees: 1 Total ALL Pmts: 1,293.15 Balance: .00 Amount 507.65 ------------------------------ Amount 781.00 4.50 x 1713 08/02 9617 TOTAL 850.50 GENERA 507.65 TOTAL 507.65 CHECK 507"65 CHANGE 0.00 4912A000 15:14 •% 4i4.} c• k! 1• k*****• A•: k***; l** A****4* A* A*• h• k: 4**4,******* A• k. l*** A:401•*•d•,7kklt:l•k +*:4Sh:F CITY OF TUKWILA, .WA (n — I TRANS iIT * * * * *A * *A * *4 *•k **A* A ? *k. * *k A••k•k+t,tA,4k•k:4k *4.4•k•k1.:4•! *44:kk l ( TRANSMIT Number: 96004570 Amount: 15.00 08/01/96_: '. �33 Payment Method: CHECK Notation: CALDWELL CONSTRU Init't '51�f1 Permit No: 1614 Type: PW• -LA LAND ALTER'nNG PERMIT Parcel No: 222304 -9107 Site .Address: 15642 42 AV S Location: 15642 42 AV S/SHORT PLAT L93-0074 LOT 3 Total Fens: 15.00 This Payment 15.00 Total ALL Pmts: 15.00 Balance: .00 k ** * **•** * * *k * *k *A * *A *k ** A4 A* A**•** A * *A *AA ** * * * * * * ***kA * * *•h * * ***•* Account Code Description Amount 000/322.100 BUILDING - RES 15.00 '** * *AkA* *•k+** ***Air•A:kkk.. **.Ao **4*** **kk:1**Ak:4* CITY OF TUKWILA. WA �K (�I I 1 RANSMIT *Ak:4•k• 4 ** *Ak•�* **A *A A*ARK*AgI r ir*+A•:41***A:k:4:4A4 * *•A *** *kA * ** YRANSMIT Number: 96004569 Amount 25.00 08/01/96 11:32 Payment Method: CHECK Notation: CALDWELL CCIWSTRU Init: SLB Permit No: PW96-0163 Type: PW-CCAS CURB CUT/ACCESS/SIDE Parcel No: 222304- •9107 Site Address: 15642 42 AV S Location: 15642 42 AV S /SHORT PLAT 11L93 -0074 LOT 3 Total Fees: 25.00 This Payment 25.00 Total ALL Pmts: 25.00 Balance: .00 A 4k***+ 1 *A*A**• *k * * * *A *• *AA**+4kA ** * *•A A'* :ti *AAv1A ** * * ***k*A *A * *A+ *•S:t ** Account Code Description Amount 000/345.830 PLAN CHECK - UTILITY 10.00 000/342.400 INS(' FEE •- UTILITY 15.00 R11 `fiIota R41115 ' ice faro Account Code Description 000/345.530 PLA.i'i CHECK •- UTILITY 4121342.400 INSP FEE - STORM DRAIN! * *** *k *** *A * *• * **A * *k ** ***4** * * ** * ** *** *k * * * * * ** *k * *• *k *k *•hotel* CI FY OF TUKWILA NA cl(n - 011Q TRANSMIT Il* ** * * *,le4etk *•k * * **k ** F A* * * •k•+• *•k* tit ***k* **** **i * * *' *****•A•I * TRANSMIT Number: 96004571 Amount: 25.00 08/01/96 11:33 Payment Method: CHECK Notation: CALDWELL CONSTRU Iri i t: SLU Permit No: PW96••0165 Type: PW -SD STORM DRAINAGE Parcel No: 222304 -9107 Site Address: 15642 42 AV S Location: 15642 42 AV S /SHORT PLAF L93-0074 LOT 3 Total Fees: 25.00 This Payment 25.00 Total ALL Pmt: 25.00 Balance: .00 e4 *a• * *:tk:k•k * **•h•A••k•k* * *A** *•k *:. ******k• k*• 4• A k:l*k *•A *el ** * *k *•l * *k *A *•A *:l• Amount 10.00 1;.00 *f. u ^+ t NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: JULY 22, 1996 City of Tukwila Department of Public Works SUBJECT: Caldwell New SFR Lot 3 of Caldwell Short Plat No. L93 -0074 15642 42nd Ave. S. PR.04 - elcT ►.)3 , P96- V0.3o Plan Check No: B96 -0110 Activity No.: PW96 -0163, 0164, 0165 Contact Person: Mr. Dean Caldwell Phone: (206) 283 -8592 C THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON July 22, 1996: PW96 -0163 Curb Cut /Access /Sidewalk PW96 -0164 Land Altering PW96 -0165 Storm Drainage Total Cost: JJS /mv Attachments a/s C.F.: PW Utilities Inspector (copy of letter, application and plans) Development File (copy of letter, application and plans) Ross A. Earnst, P. E., Director PERMIT FEE 25.00 15.00 25.00 $65.00 John W. Rants, Mayor Two copies of the confirmed Utility Permit Application with a set of plans are attached for inclusion in the permit file. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431 Contractor: PROJECT;;; < Site Address: / St•O a N4" 4 t/ F INFORMATION Name of Project: CUACI WQA Property Owner: Street Address: Engineer: Street Address: Street Address: King Ct Assessor Acct #: PERMI TS:::: REQUEST PtA96-0163 oI64 016S - 714'16 :.WATER; METEI DEPOSITI > <<`` REFUND /BILLI MONTH4:Y >> » >' SERVIC BILLINGSTO< ❑ Water DESCRIPTION ::OF PROJE ❑ Multiple - Family Dwelling No. of Units: ❑ Commercial/Industrial City of T 4wila Central Permit System - Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 'b AAJ C44-c.*wE 0 ❑ Channelization /Striping /Signing Curb Cut/Access/Sidewalk Fire Loop/Hydr. (main to vault) - No.: Sizes_ ❑ Flood Zone Control ❑ Hauling IR Land Altering oZ C? ❑ Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times: Date: ❑ Sanitary Side Sewer - No.: Name: Street Address: Name: Street Address: ❑ Sewer C✓ q�O ❑ Hotel El Motel ❑ Office ❑ Retail ® New Building Square 1 N y7 Footage: Applicant /Authorize Agent Signature: pipgb_v16 UTILITY PERMIT APPLICATIONPwg6- 0 P14 0I6S Contractor's License #: cubic yards 0.0 Print Name: 4 c1- c-b kla c.. t. Date: yAda,l q Phone: 02 r3- r - y Date Application Accepted: "l - Lt ❑ Remodel/ Addition MISCELLANEOUS•>s INFORMAT King County Assessor's valuation of existing structures: $ $- I HEREBY CERTIFY THAT l HAVE READ „ TH /E APPLICATIbNi siT4 ❑ Metro ❑ Standby m Single -Famil Residential ❑ Duplex ❑ Apartments El Triplex El Condominiums ❑ Warehouse ❑ Church ❑ Manufacturing ❑ Hospital El Other: Contact Person .(print name): S 4 M & Address: Ap Alen I SG Pq(n Phone No.: 02 d' 3 -8 5 9 L City /State/Zip: $C A, u-h r Pi Phone No.: City /State/Zip: Phone No.: City / State/Zip: Ex . . Date: ❑ Sewer Main Extension ❑ Private • Storm Drainage ❑ Street Use ❑ Water Main Extension ❑Private ❑ Public ❑ Water Meter/ Exempt:- No.: — Sizes' u se . Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No.: — Sizes ❑ Water Meter/ Temporary: - No.: — Sizes• Estimated quantity: Schedule: ❑ Other: Phone No.: City/State/Zip: Phone No.: City / State/Zip: ❑ Other: ❑ School/College /University Square footage of original building space: Square footage of additional building space: Valuation of work to be done: $ Q'S 00 BE TRUE AND'Gd Phone: Phone: (206) 433 -0179 ❑ Public RECEIVED APR 2419 6 TUKWILA PUBLIC WORM Date Application Expires: o _ ^ + ' _ n r„ 04/22/92 : . ` G33 - oo "75/ ,a �e?fdY7 ymi YA Ir • Q1 A 0 0 A rIt iN �cAt6n GP t O S 3 ,..... et. Z ... w IN ORDER TO EXPEDITE RESPONSE k BY EMERGENCY SERVICES (POLICE, h FIRE, MEDICAL AND UTILITIES), ALL LOTS SHALL BE CLEARLY AND VISIBLY IDENTIFIED BY LOT NUMBER AND /OR HOUSE ADDRESS. 4 4 These plans have peen reviewed by the Public Works Department for conformance with current __._.. andards. Acceptance is subject to errors _.. City ' � � 7 r q ' and issions which do not authorize violations of adop ed standards or ordinances. The responsibility f.' o " c for the adequacy of the design rests totally with .,.,_____ _ I _ the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of I v" revised drawings for subsequent approval. 1 - .,, -, 1 ! Final acceptance is subject to field inspection by Is �•, the Public Works utilities inspector. Y , � • A. 0 — I v ! eee-d4vir , ‘, ,./ p A /.4) I. i ../ F ' RECEIVED 0.6:- c r c r . A 4,1) ' : c. t 1 JUL 1 9 1994 COMMUN;TY DEVELOPMENT - _ ' 3 C / 1 111 //661 91)V -1 3 p . t. N 1 ". W 4 2 ~ wC P sx V1 M)in snd t ~ N a3A1333a These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which not authority violations of adopted standards or *finances. The responsibility or the adequacy of the design reds totally with ti i je designer. Additions, deletions r revisions to th ese drawings aftdr this date will void this acceptance and will require a resubmittal of z- revised drawings for subsequent approval. Fin @I acceptance is subject to field inspection by the Pgblic Works utilities inspector. Date: , / by: 41600,42iii . rc 0 S 9 1 b' yf � Permit No: 9W96-0163 Status: ISSUED Project: CALDWELL NEW SFR Site Address: 15642 42 AV S Location: 15642 42 AV S/SHORT PLAT Parcel #: 222304-9187 Wetlands: Sewer: VAL VUE Contractor License No': TENANT u�` �_ CURB C0T/AC[E3S/SIDEV�� #L93-0074 LOT 3 Watercourse: Slopes: Water: HIGHLIH[ 'Issued: 03/01/1996 Approval Letter: 07/22/1996 Expires: 01/23/1997 CALDWCC06600 CALDWELL DEAN 15642 42ND AVE S. TUKulLA VA 98183 CALDWELL ROGER 15650 42ND AVE S. ` TUKWILAWA 98188� DEAN CALDWELL 3232 23RD W, SEATTLE WA 93199 CALDWELL CONSTRUCTION CORP. 3232 23RD WE3T, SEATTLE. WA 93199 +*+++a+*�a+*+++**a+++��a*+*�*+�**+�^*^�^«^��^*^*+***++*+.^++*^*+°+^*+~4+*+°*^^^ Additional Permit"D ri ior: ' CONSTRUCT NEW C0MCDRIVEWAY FOR NEW SFR 12^ RCP CULVERT SHALL BE INSTALLED UNDER SEPARA- TE 3TORW,DRAINAGE PERMIT Py96-0165. THIS LOT_ l3 LOT 3 OF CALDWELL SHORT PLAT L93-0074' Existing Square Feet: Additional Square Feet: New Sq6are Feet: Inspection Fee: Plan ;Check Fee: TOTAL FEES: OWNER CONTACT CONTRACTOR 15.00 10.00 2 5'Q0 Phone: 206 2in-859:' Phone: 206 431-l434 • ' Phon*: 206 2Et3-859� 'Phone: 206 233-3592 Acct No: 0001342.400 Acct Ho: 008/345..330 ! ` King C0uD lu0tinn: ` Vmlue of Construction: .00 *+*****»*+ *****a�**»A**�a I hereby ept:this permit and agree to apide all'mppliohle sections of the City of T ila.M0niCjpa7 Code. We agree, th_t the .City of 7/�w�la be held harmless fPrfail or any claims arising vas a result of'-this mr. jeot' Permits whici) lapsed beyond the expiration date shall re4uire a re-application and raizSuance of the permit thrnugh the City at an additional fee. ' THE APPLICANT MUST NOTIFY THE CITY JNSPEC70R`DF COMMENCEMENT AND COMPLETION OF WORK AT LE/\3T> �24 HOURS IN ADVANCE.' TO SCHEDULE AN INSPECTION CALL � 433-0179' ****»****»* Signature: APPROVED FOR ISSUANCE BY: JJS Issued By: Final inspection Approved: Date: Authorized Permit Center Signature *+**x^a**^****a I hereby certify that the permit ho/der whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Inspector Signature Date Address: 15642 42 AV Suite: Tenant: CALDWELL DEAN Type: PW-CCAS Parcel #: 222304-9107 CITY OF TUKWILA Permit No: PW96-0163 Status: ISSUED Applied: 06/19/1996 Issued: 03/01/1996 *4**.k************AA**4* ** 1, *********** 4 Th**4p*****,***A***k4 A , 4 4 **** Permit Conditions: 1 Temporary erosion control measures shall be implemented as the first order of business_to-pret'en.t. sedimentation off- site or into existing..fstOrM:::di'ainagejacilities. Driveways shall comply with City resi'dential:.;standards. Driveway width:sliaJaThe a 10 minimum and . 211maximum. Slope shall be a maxAMOM ofA5%. .17urning radii shallbe a minimum of five fee.t, 3 DrivewaysSball be paved for a minimum distance of 0' from the edgeofe.no roai“paVement.• • .. ' 4. For reslOn1'al'Arive;wa3; 12";poncrete or ADS N-12 pipe bejnstalled the driveway at the exis064 J. WorOfe,COng traffiCTOWS shajl be closely Coordfnatedf • withthe ptilitles InSpector. Traffic Control Plans sh41 y PesubmAfted to the itispector for prior approval: ; Permit No: Status.: Project: Address: Location: Parcel #: Wetlands: Contractor: TENANT OWNER PW96 -0164 I'S'SUED r r CALDWELL NEW SFR 15642 42 AV S Gr•ading/Fi11 (Yards.) -Cut: 20 Permit Fee: Plan CheCk Fee . Other . Total Fees.: Signature. Inspector 'Signature 15.00 .00 15.00 F i n a l Inspection Approved By: LAND ALTERING 15642 42 AV S /SHORT PLAT L93 -0074 LOT 3 222304 -9107 Watercourse: CALDWELL CONSTRUCTION CORP. CALDWELL DEAN 15642 42ND AVE 5, TUi• :.WILA WA 98138 CALDWELL ROGER 15650 42ND AVE S, TU1.WILA WA 98183 CONTACT DEAN CALDWELL 3232 23RD W. SEATTLE WA 93199 CONTRACTOR CALDWELL CONSTRUCTION CORP. 3232 23RD WEST, SEATTLE, .WA 93199 4 .k k k 'k •4• k •4 •4 •k ;4 k 'k •k 'k •k •4 'k k '4 k k •k 4 •k •4 •k k 'k •4 4 k •k :4 4 4 * k '4 'M * •k :4' 'k •4 '4 •4 •k •k 4 •* ••4 .4 Additional Description: LAND ALTERING FOR ,CONSTRUCTION OF NEW SFR Date: Issued: 08.'01!1996 Approval Letter: 07/22/1996 Expires: : 01/28/1997 Slopes: License No.: CAtDWCC066OO Phone: 206 283-8592 Phone: 206 431-1434 Phone: 206 203-3597 Phone: 206 233-3592 Account No: 000/322:.100 Account N o: 0004:345.330 Account No: 000/336.9.04 Valuation: .00 k'44 44 :4 . 4.4 :4k'444 F i l l : Total: 20 ' •k •k '4 :4• k •k 'k 'k 'k A' •4 •k •k 'k k k •.4, . fi r :4 'k •k : •4 •k '4 •k •k 'k •k 'k 'A '4 'k :4 •k •k k 4 •k 4 •4 k •4 * x 4 4 •k •4 * •4 'k •k •k k '4 •4 k k 'k 'k •k .4 •k 'k .4 '4 •k k k 4 4 4• •4 .A I her•eb�y. certify that''I ha�.e r•e�a�d`: and examthed this permit and know the same to be tr' a and '' ' r'rect 'All prpvisions of lays'Lind ordinances governing this in'or'1: wi 1.1',;be: Compl ied With:' spectijed herein or not :. The granting of this per doe not presume to give authtlr',it'' to• vioiate or r_ance1 the provi_ ion_ ' ,of ariv : .otne•r' state or local r regulating a 1 a �; �.� r • t. � t! ,j t. i n r� or • the pe'r•formanre ot= wort•, . '. I am authorized to :. it0 ri for and obtain this Land Altering permit. This permit shall become null and.'vo.id if the wort:, is not commenced within 180 days from the date Of i_a.uance,or if the worm, is suspended or abandoned for a period of 1 20 datis from the last inspection. THE APPLIC :ANT MUST NOTIFY THE CITY INSPECTOR OF COf1ENCEMENT AND COMPLETION OF WORK AT LEAST; 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433-0179. S 21g1G .4 •4 •k 4 • 4 • 4 'k •k ' k .4 4 • k 'k ' 4 :4 4 4 k •4 4 k •k •k :4 •k 'k ' 4 •4 •k •4 •k :4 'k '4 •k ' k ' k •4 k •k 4• • 4 :4 k .4 •4 . 4. •4 • 4 •k :4 'k •k .4 .4 •k •4 4 •k .k .4 . 4 .4 .k 4. ' .4 •4 k : 4 '.4 '4• . 4 •4 . 4 • 4 k • 4 APPROVED FOR ISSUANCE: JJS Date. Date.: _ `a i(C Issued By:___ _ Authorized Permit Center Signature •k '4 4 'k '4 •k •.4 .k 'k k '4 k •k •k 'k .4 •k •k .4 •k •A k 'k •k •k •4 k •4 'k :4 .4 .k .4..k .4 •k •k •4• •4 •4 'k 'k '4 '4 'k •k k k 'k :4 k :4 4 :4 'k '.4' k 'k 4 •4 '4 'k 'k 'k I hereby certify that the permit holder whose name and address appears on this record has satisfactor'il_y met the standards and conditions for this project approved herein. CITY OF T! KWILA S Address: 15642 42 AV Suite: Tenant: CALCDWELL DEAN Status: ISSUED Type: PW -LA Applied: Parcel #: 222304-9107 +�: 06/19/1996 Issued: 08/01/3996 a k •k 'k k 'k •k •k •k k 'k •h d' •h , k •k •k •k •k •h • h •k •k b •k k •b •k k •k • k •b •k k k k k k • k •b •k •k k •k •4 •k • k •4 k k • h :k k k k h •k h • h * •k •4 k k t k r k ' k k k s k k 4 Permit No: PW96 -0164 Permit C o n d i t i o n s : 1. Temporary erosion control measures shall be implemented as the first order of busines ,t.o pr ^event sedimentation off - site or into e:; is. ting.:: s . 2. The site shall hay: e , ,:. . • er iiierlbrit ero:.i +gin` ct? tltru l meas.ur -es i n place as soon as .p oss'ib l ea; tit rer t,1 na i grad i n'tOlas been completed an ri0r .,to, ',the Final ; :I r1 pectio "'•', • :'. The Land A1•tee :i'rig' Perm•i t '•fee i :. bated uponan et i mated 20.00 cv;u.t -cut. If the final quantity ,exceeds this amoiir't, th.e +jt� " Keloi��r` `, l be required t.o calculate the final; and'uav the difterence in permit tee prior;to the Final Inspection. 4'. . Haul rg ` over 50 cy: s.ha i.1 r.•equ i re a1 i c Perm;i;>;' pr?ior to any ar s`ncated activity. OWNER CONTACT CONTRACTOR Issued By: 7 ' Permit No: PW96 -0165 Status: ISS U E D ' Project: CALDWELL NEW SFR Site Address: 15642 42 AV STORM DRAINAGE Location: 15642 42 AV 'S /SHORT PLAT L93 -0074 LOT Parcel #: 1 22304-9107 Watercourse: Wetland 'Slopes.: Sewer: Water: Contractor TENANT VAL VUE License No .: CALOWCCO6600 CALDWELL DEAN 15642 42 AV S. TUKWILA WA 93183 CALDWELL ROGER 15650 42ND AVE S, TUKWILA WA 93133 DEAN CALDWELL 32 23RD W, SEATTLE WA 93199 CALDWELL CONSTRUCTION CORP. 3232 23RD 'WEST, SEATTLE, WA 93199 •k 'k 'k ;4 •4 'k 'k •k 'b :4 'k •k :4 :4 •k •k ;4 k •k 'k 'k 'k •4 'k 'k ;4 'k •k •k •k •4 'k •k 4 4 •k 'k •4 •4 •k x k 'k k 4' k Additional Permit: Description: CONNECT NEW •.SFR STORM DRAINAGE TO EXISTING 6 "STORM DRAINAGE•5Y'STEM ON 'SITE THAT WAS INSTALLED UNDER PW94 -0093 AS INFRASTRUCTURE FART OF REQUIREMENTS FOR CALDWELL SHORT .PLAT 4L93=0074. THERE IS A FIVE FT WIDE:STORM. DRAINAFE EASEMENT 30 FT WEST OF THE EAST PROPERTY STORM DRAINAGE MAINTENANCE AGREEMENT I'S REQUIRED FOR ALL LOTS OF THE CALDWELL SHORT;'. PLAT, AND NEEDS-TO BE RECORDED PRIOR TO FI- NAL SIGN OFF., THIS PERMIT COVERS ALSO THE 12" CULVERT INSTALLA- TIUf UN DEb' THE NEW DRIVEWA .: Ex: i _. t i nP uar'•e Feet : New {S,qua're Feet: Inspeori F,e Plan Check 'Fee: TOTAL FEES: 15.00 10.00 25.00 Issued: 03/01/1996 Approval Letter: 06/22/1996 Expires: 01/23/1.197 ■ HIGHLINE Phone: 206 233 -3592 Phone: 206 431-1434 Phone: 206 233-3592 Phone: 06 233-3592 k k •4 k •k •4 4 4 •k •4 ' k 4 •k k'4 •k k 4 4 4 4 4 4 • 4 4 4 4 4 : 4 4 4: 4 'Additional Square Feet:, Acct No: 412/342.400 Acct No: 000/345.30 King County Valuation: Value of Construction: .00 •k •k •4 •k •k •k •k k •4• •k 4 k 4 k •k •k •k .k k •4 4 •k •k • k •k 'k k •k •k k 'k :4 •k •4• •k ;k •k •.4 •4 •k •k k k 4 •k :4 :k •4 'k •k k •k •k •.4 'k •k •k •4 •k k •4' •k :4 k 'k ,: 'k k •k 4 '4 4 :4 '4 •4 •4 •k 4 •k •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 :.hall be held harmless, for' all•., or any claim..' arising as a r•esult _of' tieis project. Permits which have lapsed beyond the expiration date shall require a re-application and r'ei.suane 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:l 1 J1¢ 'k •4 •k • k 'k 'k •k 'k •k •k •k '4 'k :4 'k ' k ' 4 •k ' 4 'k • k 'k 'k :4 • k ' k '4 'k 'k •k '4 •4 •k ' k •4 k ' k k • 4 • 4 ' 4 'k •k k 4 k k ,4 •k 4 :k 4 • k ' 4 •4 ' •4 4 4 '4 '4 4• 4 •k 'k •4 k • k •k • k •4 4 •k ' 4 • 4 4 ' 4 ' 4 • 4 4 APPROVED FOR ISSUANCE BY: JJS Dater _ I _s Authorized Permit Center Signature '4 '4 '4 'k •k '4 •4 '4 'k '4 '4 '4 'k •k '4 •4.4 •k •k •k •4 k 'k 'k '4 •4 'k •k '4 '4 '4 •4 k 'k 'k •4 •4 '4 ;4 '4 •k •k 'k •4 •k •k '4 •k• •4 •k •k 'k 'k •k '4 '4 * •k •k •4 •4 •k •4 'k •k •4 k ;4 •k '4 '4 •k * •4 '4 4 •4 I hereby certify that the permit holder whose name and address appear: on this record has satisfactorily met the standards and conditions for the project approved herein. grziasAv•mgw; • • 1/4 • • . C CITY OF TUKWILA • •••• • • ;,...•••;,. . Jr •:: Address: 15642 42 AV S Permit No: PW96-0165 Suite: Tenant: CALDWELL DEAN Status: ISSUED Type: PU-SD Applied: 06/1911996 Parcel #: 222304-9107 Issued: 08/01/1996 *************************Ak **** 4 ***** 4 ** 4 **** 4 ***A*,4****A.p****1.1,44*k* k*A . 44* Permit Conditions: 1. Temporary' erosion control measures shall be implemented as the first order of busin ..prevent sedimentation off- site or into existing,storm-dralnage facilities. 2. It is strongly rec.1*men — that :tor m - draipage designs be certified b a,iicensed eng?ineer: otherwise ,- the owner assumes liabil and any related damages. 3. All privatey,storm drain-'pipe shall be either concrete or reinforced/AD3.pfpe. Treated corrugated metal pipe may be used for detention facilities. 4. All public starfil drain syif and those portions of private systeiis (With the 'exceptin of residential drivewayculvert) with right-ot -way. shall be constructed with cono'r:ete pipe up to 12" diameter and reinforced concrete Pipe'2for'i2" and greater. 5. PRIOR TO FINAL SIGN'OFF-APPLICAN) , SHALL SUBMIT A RECORDED COX' OF STORM"DRAINAGE.MAINTENANCE AGREEMENT COVERING LOT 5 OF SHORT PLAT L9340074. RECEI as'ner /Agent's Signature: CITY OF TUKWILA APR 2 4 1996 PERMIT,CENTER „����� �' 'u utj�'� � t_ "��i�,.�;i "« � � 3 �G�c% �"r �„ i�.',:S`.t':S'•' PART A: (TO BE COMPLETED BY APPLICANT) Agent or Contact Person /Name /Phone: c ' A 6. Area is served by: Cu AT E N. ) / S Kide,04,67 CERTIFICATE OF WATER AVAILABILITY 3. Estimated number of service connections and meter size(s): • / PROJECT # (0 0 I 1. Owner Name /Address /Phone: w L-L- Z 3 R3; - 3 `^� ,c 4. ..9 f Site Address (Attach map and legal description showing hydrant location & size of main): 2. This certificate is submitted as part of an application for: Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial /Industrial Building Permit ❑ Rezone ❑ Other: SI 4. Vehicular distance from nearest hydrant to the rear of the furthest structure: ft. 5. Minimum needs of development for fire flows: gpm at a residual pressure of 20 - psi. Source of minimum flow requirement: Q Fire Marshal ❑ Developer's Engineer ❑ City . . ❑ Insurance Underwriter ❑ Utility ❑ Other (Utility) (Reverse side to be completed by water utility and governing jurisdiction) Date: 1//1//1e, 05/06/94 PART B: (TO BE COMPLET ? BY WATER UTILITY) 1 1. The proposed project is located within [1.1. {c.wL ( kk Hy (City /County) 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: 3. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 17S gpm at 20 psi residual for a duration of o2 hours at a velocity of .S fps as documented by the attached calculations. I hereby certify that the above information is true and correct. L #JP r ,& c pi r` / /zs' 024V2 —s'1 Agency /Phone Agency /Phone By PART C: (TO BE COMPLETED BY GOVERNING JURISDICTION) 1. Water Availability - Check one ❑ 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) By Date 4--/2 76 Date 05/06/94 HVAC AFUE Glazing max: % of floor U -value 2 ,. 78 10% ` . 0.70.: ...78 12% 0.65 Z .88 21% 0.75. z .78 21% 0.65 Z 74 . z .78 '21 %•. • " 25% 0.60 0.50 .. 78 30 % 0.45 ` . Door U -value 0.40 0.40 0.40. 0.40 • 0.40 0.40 0.40 • (R- value) (R -2.5) (R -2.5) (R -2.5) (R -2.5) (R -2.5) - (R -2.5) (R -2.5) Ceilings: with attics R -30 R -30 R -30 R -30 R -30 R -38 R -30 vaulted R -30 R -30 R -30 R -30 R -30 R -30 R -30 Walls: above grade below grade interior R -15 R -15 R -15 R -15 R -19 R -19 R -19 R -19 R -19 R -19 R -19 R -19 R -19 R -19 or exterior R -10 R -10 R -10 R -10 R -10 R -10 R -10 Floor R -19 R -19 R -19 R -19 R -19 : R -25 R -25 Slab on grade R -10 R -10 R -10 R -10 R -10 R -10 R -10 Plan Review (For official use only) Approved by: Date: 5 Page 1 of 6 Y Y o .,: � i � y!! %, }��;{c?ir..ofi {, y;�:fi�:i #�:: ; �M ? .: }, �S•:,'i ` � ' :T ' ." ` j %�a. ;:Nr : �4i �,.!'�.c . .ik . $i. w:hA.... .�... �K. •.}x•.: +:•0.!:..,a ;•,�..A.�.. <.a:.. ,..4c. ...:�..c :..a • r+• : • .i .c•' s ic t Instructions: 1) Carefully review the requirements of each of the options below. Choose an option that best suits your dwelling design. Glazing percentage typically determines which option to choose. Your building must match the selected Option requirements without exceptions or substitutions. 2) In the shaded areas on the pages that follow, make checks in the circles next to the requirements of your Option (the Option numbers are in paretheses next to the choices). Disregard components or equipment that don't apply (o your project. Your permit will be processed more efficiently if you provide all of the requested information. Department staff can help you with general questions about this form. Can't comply? If none of the Chapter 6 Options are acceptable, consider the Chapter 5, Component Performance, Approach. The main advantage is flexibility to juggle individua l R and U- values as long as a n overall maximum value isn't exceeded. Note that the overall thermal requirements of Chapter 5 are no less stringent than Chapter 6. Calculations may be performed with a Chapter 5, Component Performance Worksheet, or by using an acceptable computer program such as WATTSUN 5.1. Selected Option is appropriate for this dwelling design. YES Ej No D Option _ may be a better choice. Notes: OPT II OPT III Footnote: 1) The "z" symbol means more than or equal to; " means less than or equal to. 2) Glazing trade -offs may be made If the Option U -value requirement Isn't exceeded. RECEIVED CITY OF TUKWILA APR 2 4 1996 PERMIT CENTER City of Tukwila OPT VI (s 2 stories) 0 WEES/NORAD /APR 8, 1991 COMPLIANCE REQUIRED INSPECTION APPROVED ❑ IMPORTANT: Supply Information In the shaded area by checking the appropriate circles. Disregard topics that don't describe your building or equipment. 1/9_112Lplace checks in the two left columns. QSlab: Insulation `(Table 5-1 6 -1) shall be R =10 and located on the: :O A : Exterior (See INSULATION INSPECTION) R QB Interior extending•:downward fromthe:top slab surfacc:t Its undersurfz ce and .: 'horizontally. under the slab for a total distance of 24''; or vertically:24' Eil Radiant Slab:insulation :.(S: 5021:4.9) shall be R -10 and :extend under the entire slab Below grade masonry: wa ll: insulation (S; >502 1:4:10) shall be :full depth and:: located. on •the OAcExteriorand rated R =10 (See INSULATION PHASE) OR OB. Interior :(See INSULATION PHASE) QThermai break(s) shall be placed in the slab (S..502.7 4 8,:,20 1 :' BUILDING ENVELOPE) between the conditioned and unconditioned spaces checked and extend ;from the top of the slabto.the; bottom, then underneath toward the conditioned space fora 24` Qdwelling /garage Q dwelling /connected space • 0 slab'edge and foundation wall. Q: Radon Requirements •(IAQC, S.:502:1.2 shall be metif one of.the following ischecked O A. Net foundation ventilation area is less•than 1: FT2 perr:300 Ft2 of crawl space Q B. Foundation vents are closable. Q C. Crawl space acts as a supply, or return air plenum. ( Foundation phase requirements: Inspected by Date Glazing efficiency required under the selected option shall be (S. 502.1.5, 602.8.2): Os U.70 (Option I) Q s U.65 (Options II, IV) Q s U.75 (Option III ) Os U.60 (Option V) 0 s U.50 (Option VI) Q s U.45 (Option VII) UPDATED APRIL 0, 1991 Insulation baffles shall be placed in attics /ceilings to maintain at least 1" ventilation space and extend at least 6" vertically above batts or 12" vertically above loosefill insulation (S. 502.1.4.5). Symbols used = equals > greater than < less than , greater than or equal s less than or equal Page 2 of 6 . ........ ...: . No Manufacturer Frame material # Layers Model # Area (Ft2) Uo value Tested? /3 /4 //... e_aKN WA) Vk 2 e2 I ,2. U. ee. Yeser U. Yes 0 U. Yes O U. Yes 0 U. Yes 0 U. Yes 0 U. Yes 0 U Yes 0 U Yes 0 U. Yes 0 Sin Glazing (No more than 1% of floor area before doubling, S. 602.7.2) , U. Yes 0 Type: No: Area: X 2 U. Yes 0 Type: No: Area X 2 U Yes 0 T t) Untested Glazing (Use only default U-values in Chapter 10, S.502.1.5.1 (4)) Type: No: Area: U. Type: No: Area: U. TOTAL GLAZING AREA (Add entire column) --.♦ ,,2 ) Page 3 of 6 ( Glazing /skylights by type (S. 302) r IMPORTANT: Please supply Information in the shaded boxes and check the appropriate circles. Disregard topics that don't describe your building or equipment. DO N4lplace checks In the two left columns. See the Washington glazing directory Maximum Allowed glazing area(S. 602.8.1) is derived by taking the the total glazing area <;; of 4 l Ft2 and dividing by the total conditioned floor area of ) '/ ' 7 Ft2: .;: Multiply this number by 100. This value can't exceed the glazing percentage for . your selected option 0 s.10% (Option I) 0 s 12% (Option :I1) 21% (Options Ill, IV, V) Os 25% (Option VI) s 30% (Option VII) Documentation insufficient, U- values shall be justified by. Mfr, testing report. El fs Glazing air Ieakage(S. 502.4.2 (c)) measures shall be met as follows : ❑ fixed site built: stops with sealant. ❑ operating site built: weatherstripped with closer 0 14 Concealed insulation shall be placed: 0 behind shower /tub ❑behind partition studs /corner Standard air leakage (S. 502.4.3) caulking is complete and installed in the following locations : L between Sole plate /subfloors ❑partition stud penetrations Owiring/plumbing/duct register penetrations ❑ light fixture/ flue penetrations ❑ rim joists /mud sills (heated lower floors) ❑ around window and door frames Location Minimum at .25 w.g. Mfr. /model Fan label CFM(.1W.G.) Kitchen fan 100 CFM Bathroom fan( ..2 ) 50 CFM /tJ IC '70 C Bathroom fan( ) 50 CFM Bathroom fan( ) 50 CFM Laundry fan / 50 CFM iV k 7div t O 50 CFM (1 -2 bedrms) 7 Whole house fan* © 80 CFM (3 bedrms) (choose one) O 100 CFM (4 bedrms) i:::Si is �:'::i2 ?4�'" 0s • .: T: \YT < >v is Y:" r:!= <: ;ZT'T:t.n. \. "JJ::> <• T t w , ., « } < p a�5ib •• ' �' y w, ,. w< • T ' < +�t f �� v oyC � �..� V L�l D ath INSPECTION APPROVED IMPORTANT: Supply Information and check appropriate circles In the shaded boxes. Disregard topics that don't describe your building or equipment DO NOT place checks In the two left columns. h yN *j �: ., °7}�. �ii, }�; :Yf;• ZZZ Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): rs *Whole:house`fan; also serves: as. a: kitchen or bath spot fan :: 0 Yes O: 'No It a spot fan is designated as'a whole house Ian';the capacity.shall be the larger CFM requirement CD Whole: house; fan :'•Location U tP3TAJ attic :fan closer than 4' to ceiling) O Whole house fan is fisted /fabled "for Continuous use ". O Whole house fan wiring for control routed to central location. O Whole house fan shall run continuously: Kitchen rate 25CFM: Bath & laundry rate 20CFM Q Inte forced -air furnace ;ventilation (IAQ Code, :S 303 2(b)) shall be used with a whole house fan instead of fresh air inlets in the bedrooms: Oyes cm D If yes, a 6" outside air inlet duct w /barometric damper limiting the ventiltion rate to:.35 - .50 ACH, shall run from the building exterior to the furnace return plenum. Mechanical ventilation fan ducts shall be z 4" and properly sized using IAOC,Table 3 -3. F2j Fresh air shall be provided for each dwelling unit as follows (IAQ Code, S. 302.6.1): Each bedroom: Tested, screened, controllable, through -wall port (a 4 Sq. in.) to the exterior. Overall living area: One wall port as specified for bedrooms. ORO Central forced air furnace which delivers outside makeup air through the ducting system ED Recessed lighting fixtures (S. 502.4.4) shall comply w/ one or more of the following: 0 IC rated, with no slots or holes in cans, caulked or sealed between can and ceiling 0 IC rated with fable certifying an ASTM E283 tested airleakage s 2.0 CFM O Any UL listed fixture enclosed by a 1/2" gypboard box or other manufactured box w/ 1/2" clearance to combustables, and 3" clearance to insulation. WSEC Framing phase requirements: Inspected by Date Page 4 of 6 INSPECTION APPROVED „ El IMPORTANT: Please supply Information In the shaded boxes and check the appropriate circle_. Disregard topics that don't describe your building or equipment. RU NOT place checks In the two lett columns. ❑ tJExterior slab insulation, if not located on the interior, shall be R -10 (Table 6 -1, 6 -1). ❑ © Interior below -grade wall Insulation, only it none on the exterior, shall be R -10 (S. 502.1.4.10) C Wails, including rim joists s ha ll be insulated without com • to (Table, Q R 1 5 bait :(Optiori...1,11) O. R -19 (Option III, IV, V, VI, VII) Interior beloti :grade walls shall be Insulated without;compression to (7 R 15; 0 Irons I Il)' 0 R -19 Options :Ill, IV, V, VI, VIi Vault ceiling's shall be; insulatedwithout compressionto ( Table' ❑ QSk wall Insulation is installed and equivalent to the required wall R- values above. V ❑ -r Vapor reta :e shall be .installed toward the: warm: surf as' represented belo :(5021.. :Select one. option for f loors, walls, and appropriate; ceilings i= :loors Plywood Wi exterior glue '� Pol ( 4 :Mil) 'Backed baits • Walls Poly plastic (z 41�M) Face staple back Batts VA pain eilings Not required "were ventilation space averages >12" above insulation • J Fade stapled backed Batts : i� Poly piastre (z mill n :: Nlr� ❑' ❑ Heating :system efficlenc y and sizing requirements shall bemet as represented 0. Heat Pump :etficie. cis shall be met underthe following compliance; path: (S.'503.4): 0 Split system, ai; source heat pump: HSPF. 6.8, COP 3.0 (Furnace and heat pump Sinoie packaoe, air source heat pump: HSPF z :0.6. COP > v: Water source heat bump: OOP z �l.i i Options may be change -. 1 before Jul y, 1 iCC ` Ground source heat pum;.; 3.0. \.. entrel fcrce -air f irnace :/;FUE.ratinc, as listed: in the GAMA'Directory, shall be: z .7: (Options I, iL IV., VI, VIi) 0z. .88 (Option lil)) . .( (Option fir) Nan-central, combustion heating systems shall have internlitent ignition . JMaxlmum heating system output (150 °%b of design heat load) is STU /hr: (S.. :503,2.2) , ,high efficiency forced -air furnace (.: 56,000. ETU /nr.output)may. :may exceed 50 %of :DHi because: GAi;/ !islet AFUE is 7 \ ± 1 each 5 0 T output x e^. s r i z 6 � per e ch 00 B U/hr outpu, that it the DH L. • i WSEC insulation phase requirements: • inspected by: Date Ii j ❑ 0 Envelope.Floors shall be insulated without compression, and'with supports 24'.O.0 : ;to: : ... I': ( (Options I, I1, Ili, IV, V) ; i R25 (Options VI', VII) : Non-vaulted, attic ceilings shall be insulated without compression to OR-30 (Options 1, ii, 111,11/, V, VII) •', R38 (Option Vi) (See Tablet : 2 i ~o Door systems shall meet: 0 U.40 (All options) i Door types are (i ) (2 (3) • INSPECTION APPROVED IMPORTANT: DO_ND_Iplace checks In the two left columns. .• . 44 .. .4Ay. I , I I= EExposed foam insulation shall comply as follows (S. 502.1.4.7): [2 Protected with metal or plastic flashing, or other suitable material that extends below grade. Insulation is approved for sub-grade, exterior use and properly installed. Airflow between fresh air ports and the whole-house fan ensured by undercut doors or grills (S. 302.6.4; l 0 DI Loosen!! insulation OK if (S.5u2.1 4.5): I Omaximum ceiling slope not : 3 in 12 000" of clear distance from top of bottom chord to underside of roof sheathing at the root ridge. i ian El ED6 mil black polyethylene ground cover, lapped 12" at joints and to foundation wall E Clearances shall meet listed minimums between insulation and (S.502.1.4.2): 0 chimney 0 Non-IC rated recessed lights: 1/2" to combustables, 3" to insulation. 1 tz' El 6 Attic hatch shall be insulated to required ceiling R-value and is weatherstripped (S.502.1.4.4) ' 7)Attic access shall have wood dam or equivalent to retain loose fill insulation in attic(S. 502.1.4) All exterior doors (except 20 minute doors) shall be weatherstripped (S. 502.4.4). 0 UService hot & cold water piping shall be insulated to R-3(S. 503.11) iriz44 i 8Service recirculation hot water piping shall be insulated to Table 5-12 D E3Heat pump thermostat shall have progamable capability (S. 50'3.8.3.5) ; z E Thermostat provided for'each HVAC system with range of 55-75 F.(heating) (S.503.8.1) Readily accessible, automatic or Manual means provided to restrict or shut-oft Heating input to each zone or floor during periods not requiring heat (S. 503.8.3.1). r--; __ :_ r 54 Controls for backup heat prohibit simittaneous operation of the primary system (S. 503.2.22). [ e c n a n ice; ventilation system shall have timer, dehumidistat, or switch (S. 30,2.3.1). 1 D3 = 5 E7 Mechanical vent ilatiorLducts shalI have insulation R-4 in unconditioned spaces (S. 302.5) : y I = k Liji,fie.chanicaI supply ducts in conditioned soaces shall have ., R-4 insulation (S. 312.5:i 'iSup;:fly ducts 1,n,a!' have vorim.: d•=rn. :!7Ine eduivalent, to balance system. :E -[FISL1Pp! y a nc: return air C:IC,Z :.",:-:.:: ila.\'::::-.:; . :JC.I. joints in ;171con:i;lionec spaces ":::. 5:.a. :..: . x" = 7H \•'1-,C.: p lenurr s, s. up pl y, and return air duct E snail have R- ihsuiation (Table '..".- I', , Al; c Z :. = ,7 :1E;C-,Ct riC A he:.-: nave =3. • = ;:i.Ipal'al:. P.C,V;E-7 O.: gaE shu1-O =- 19E7 NAEECI- La!"..1::- 1E:ni: . = r...:TOO Rid pat ;Lint spa.:es drily = Temra*.ure sir.:.. - ,2c. F. . = 1 Eilf. IE'VEICr:i.S; Ehal! lin: liov• ■••• ::: Z.... ga!,... : 5.;4.E•. _ • LT 177S•v, imr• poo:s:. havE •::: :•:•.::::;!:. :::::::.:-:;•;Ei::1::: ,.,N.-:..)F;- :7,'■ ;r,..,--.: , ',ii., - 31..-.7 . :— ; cover 7: Pric ins,;:z. ',:.s• S. : • i !!t:plac.:es ::' . ;1. t.:....r:i:.1:"Sti.:.r, .:1' :.; w lion; iiniric: camper, diredl!‘: corriemet lc. Iri:- tin? :•..!::.y. . ':::' - liT•Hl fili!i:7 r. o! meta dozIrE. ' .7'.:F. fue: hu7ni;, appliandes.) ,S.4:".,:_:_: sniil: r.::.vc: — ' =1 i.::v. •.!!!1; ; o: r',..,cila n; n: ; : t;:edlly o:r:n.';C: it IhE: lire boy =E Nori-zi!:1:-c•'., -1" dicmeter danirec dc•r.)...);;sliori al: source: :::liowed only iC. ■ rleV: sic...,-:- inslaiati:r, in ....:.) home where obstr.101i:DrISD:L-:,111d0C. di;ordt. domPustion aft, or ',2..) Cent; a. ! !• : yel..-,n! ! i! uph..2a‘,ed spa::: ado ii mom', p: lii;; cpe supplied to the PuliCiric.:, S. 32.2. WSEC Final phase requirements: ir:spectec' Page 6 01 e 1 •SIGNATURE' "• _.. •..: ,.; .:..•.;:• ..... .... .. .. ... _.._.. ....... . • ISSUED.BY DEPARTMENT OF LABOR AND INDUSTRIES r �T r t •• • .. . • • ! .• ' { *• 1 11.•;;;C44.. ..� + • • S 1 • / W qb- CAA cii-L-et? IN5T LL !2" RCP CuLVER -T UNDER NE NEW D OEWA y v� 1, S P AoPOSED - rveoc a l, ' 1rHY 13y.Y/ L-OT 2 1JE+n)4" 744Uf, -lutes L o t o C.Cit, StiO2T P I L- 3 - 0074 S[nr -E 'ly N . 5% 0110 sr sn D EFlAJ_ 1 t4— 283 - 85q 1 Ns mL_E) t A-)1-)E p 94 - 009 3 / SEE 4rT7k P4 P k 17- ft) _ FO/Q__ /9//�E J, LOC.-7 /O,t £ P.EG,e6EQ OF / G3 FO' E4 sEME N i L UCf3 i uN These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by /� the Public Works utilities pector. 5 W 4, -V )72 Dale. 7/DZ/? BY` , i , I C PW96-016310164, 016E RECEIVED APR 2 4 1996 TUKwi PUBLIC WoRK E N E N — RECEIVED clry of Tulcwll.n APR 2 4 1996 PERMIT CENTER AGIN alb - Ou II REVISIONS FILE COPY understand that the Plan Cheek Cro subject to errors and ondaalons end approvd of plans does not aumot4a IM violation of any ar'opted coda or toluipla lbenpt er contractors copy o af . __t Date C 55 � 1fv -abla- 04t,i,S12 lt-m-ct& NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISION. NOTE REVISIONS WILL REQUIRE A NEW PLAN SUBMITTAL AND MAY INCLUDE ADDITIONAL PLAN REVIEW FELS. SEPARATE PERMIT REQUIRED FOR: l `L MECHANICAL CTRICAL _,,P LUMBING L7 GAS PIPING CITY OF TUKWILA BUILDING DIVISION CITY OF TUKWILA APPROVED JUL 2 4 1996 AS NOTED / BUILDING DIVISION RECEIVED CIT E Y OF TUKWILA APR 2 4 1996 PERMIT CENTER Mgr. ►� NOT FOUND STONE N- (D 30.00 co (V • RECORDERS CERTIFICATE Filed for record this doy of in book of surveys. pope DENNIS L. LUND. 20' 20 N89'35'301W 134.41 Supt. of Records 889'2540 "E 134.39 5 0 WET�AN ?31206 E 61 5 2975 — 49 .49 WETLAND ( 3. 1993 of M et the request of AG = S EMENT ED 15642- 4? /' 0 134.41 m / TYPIC LOT SET ____I 4-_ in BUFF _---148-- LOT 2,' MATCH LINE, TRACT 1Z9 LUILDING A K LINES a S189 35'30 "W 10" BUILDING SETBACK LINE 51.58 EASEMENT AF A B204020003 SURVEYOR'S CERTIFICATE Certificate No. 16213 w c m m FND JUNE 1993 This mop correctly represents o survey mode under my direction in conformonce with the requirements of the Survey Recording Act mt request of ROGER J. CALDWELL in OCT. of.1993 3 by me or the V 20 51/4 SEC 22 144 - - �� / N89'35'301W / / / I FRAME Cn 29 I HOUSE n- - LC1 20 " L_ LOT 3 - - I - - 149 i `A4 OT 2 MATCH LINE 134.41, -_ I � .41 W NO 35 ' X 4 7 ' rI r-f� Z 30" OT 1 N89'3530 "14 134.42 EXCEPTION 134.43 SCALE: 38 Ft., "1n FOR 156 5511 889'35'30 "E S. 158TH ST. 508.00 _ AA CS) in 10 1 m CALDWELL- 2593 -SW SE 22 -23 -4 SHORT PLAT ROGER J. CALDWELL STONE I N THE REV. SW 1/4 OF THE SE 1/4 OF SEC. T23 N R4 E. 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 SUNNYDALE GARDENS. DIVISION NO. 1. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 25 OF PLATS. PAGE 50); EXCEPT THE SOUTH 150 FEET THEREOF; EXCEPI STREETS. SITUATE IN THE COUNTY OF KING. STATE OF WASHINGTON. AREAS: 9407220364 LOT 1: 7634 SO FT. LOT .2: 6721 SO FT. LOT 3: 6721 SO FT. LOT 4 BUILDING AREA: 8252 SO FT. LOT 4 WETLAND 37259 SO FT. NOTE: 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 157.. 'SENSITIVE AREAS RESTRICTIONS: 1. USE AND DEVELOPMENT OF LOTS CREATED BY THIS SHORT PLAT ARE CONTROLLED BY PROVISIONS OF TUKVILA SENSITIVE AREAS ORDINANCE (TMC 18.45, DR AS HEREAFTER AMENDED). 2 THE AREAS DESIGNATED IN THIS SHORT PLAT AS VETLAND PROTECTION EASEMENT SHALL NOT BE DEVELOPED, BUT SHALL BE RESERVED AS NATURAL AREAS THE OWNER OF EACH LOT IN THIS VETLAND SHALL BE RESPONSIBLE FOR THE MAINTENANCE, CARE AND PROTECTION OF SAID PROTECTION EASEMENTS. AND SHALL HOLD HARMLESS THE CITY OF TUKVILA FOR ANY COSTS, EXPENSES. CLAIMS, ATTORNEYS FEES DR 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 REEIAR/ID. CAP ❑ SET LINE STAN X SET• NAIL/ID.TAG e MEN/CASE H CDC MIN s E�STI"y irin --x- -FENCE CITY 0!TUKWILA SHORT PLAT NUMBER L93 -0074 LUND & ASSOCIATES SURVEYORS 2220 S. 287TH ST. FEDERAL WAY. WA. 98003 (206) 839 -7755 OWN. BY DLL DATE 9 -27 -93 JOB NO. 2593SP 7-20 -94 0 15 30 SCALE I = 30" SHEET 75 1 OF 1 J t! ij ; 'CON1RACTOR HOTHVIONWROVSAIM ! _ e : 1 ' - — t t - • - I I i Onsions Steati Se 011e•k9d And " ,r -d Prior To ConstriJction, 1 e — - , i i _ — _ _ J — 1 , _ ___ _ _ - ; I t C.. S Li PE7 Nof - - - — — ZTII Fr 71 L ' I I r ____ -,,,4, E-- - .,—,-, I — ----- - ' , II c r • 1. 1 • I • I Zit LAI NI 7,2 I x 4 44 1../-6•P. I 1,21+ 1 HOUSE NUMBE OR ADDRESS TO BE IIIMITE AND PLAINLY VLSIBLE FROM STRATT FRONTING G fYIRUCTURE. M MEM WIND SPEED: WIND EXPOSURE: OCCUPANCY: BUILDM SHALL PROVIDE MIZE MONTH ETCHED TRACT RADON MONITOR WITH INSTALLATION CTSTRZICEIONS AD RADON INFORMATION SEBET.5 AT FINAL INSPECTION. Ki._M-DMELQ2M CONTRACTORSHALLEXAMINETHOROUGHLY , ...132 SITE DIMENSIONS, SOIL AND SLOPE CONDITIONS AFTECTLIG HIS WORK AND SHALL BE RESPONSIBLE FOR THE CORRECTNMS OF THE SAME PRIOR TO CONSTRUCTION_ CRANE DESIGN INC SHALL BE NOTTFUGI Of WW1 CA P. Di ATEILY OF ANY DESIGN MODKRCATIONS OR CHANGES DUE TO CONDITIONS ON SITE. End Eire I.JeP"' 1.1 1.1E, 1A1 YeA SO MPH B. OE C f.CIRCI.FA FIN!. rte. L-4 Of " I LJLJ , I I Aisi i • I I , -- -- ti , ./ --- ' ' ' ' n I ' cr'-‘ i.) ,,, , i . I [LLB h 4 Ct." fi • TTi -- Ft EE F& IL_ la NI "11 C) NJ I/4" II, CRANE ces!(.-,it, INC:, *HAS TAKEN EvE-. EFFORT 11 TO IN-5URE THE ACCPRACY OF THE ATTACHE 1-1DRAWING. HCALEVER IT IS 5;?..E-SPON6e1LITY Ti-4i;e: CONTRAC.", TOfR TO CI-ECK AND VERIFY ' ALL DtmEiNaioNss, AP40 CONDITIONS' PRIOR TO CON5:TRLICT I S� 17 • • ""1 ' ^..TOF 1/44-0” COST/..04 HOME 14 & STOCK MANS TO REORDER PLANS 1-800-84S-5421 ? FrA LAIN deeF,< 71 1 ,4e 1 ' Kid ELK — e rJ Ode- elAse I Ye2 CITY OF TUKWILA APPROVED JUL 24 199 AS NOTED BUILDING DIVTS RECEIVED CITY OF TUKWILA APR 2 4 1996 0 0 0 DC IC PERMIT CENTER COPYRIGHT 995 CM. EIF_E=Elal In= --, . riESFP'v LEGAL RIGHTS MATC.^.- C)N '3HEE . PP,.DSE i F- 4C.* E E C.35 re c tr.4 - r I ,'. I ' - ----,--- — __, ; L - • _,- i , ,,,-_-___ ------,--..:, - [--- --- i 1-- r---; 1 „--:_ ---------- - -- ---- -- ---- - ---- --- AL _,.._.,- 4 , - - il , - . 1 ,...--1 _ _ 1 F r m --- I 1 --- I E 1 1 1U - r r 1 ---- ,,—_, . r ---- r r ---- 1 Frii Li. r 1 --- r rl 1 1 .-- r r" ---- ts-------t--l r --- r r 1 ---- 0 1/4"=1' 1/4" = 1 " Ckt.Iceuzt) *CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. MOM _i 1JLH - - — - - - - 1 • I — ! , ii_ , , i , : „.„., ._____, a I ; ,. i k 1 11 ----.1: ! i ; l ' , 0 - 41 , 1,-- :._ , . • ---,. ' [ ' . 1..._ ,..... _.- • _ -.- r 1 ---- -- -- - - ' , i { li 1 I I ,-- - r t: _..; 1 a; - NI irk. • C.) / 4 " I - CITY OF TUKWILA APPROVED JUL 24 199 AS NOTED BUILDING Di N crr, APR 2 4 1996 PERMIT CENTER COPYRIGHTS 19 T cus' itomE DESIGN SICC!•( MANS 1 'MC.? i;i I I - di 11 FT, - Intsluzzrzasavainowillseanc-m4;r:•,,,z-momato-athAezgymmem, '( ONTRACTOR ti PE. -- All Cmot k ! - r-=-4 (P C RL FCE • 5 MlLL - . ; • I f 4-- Wair le . „ l' I • , ',- • - NOTE: CONTRACTOR TO - CHECK AND VERIFY SOIL E. SLOPE CONDITIONS PRIOR TO CONSTRUCTION. CRANE DESIGN SHALL BE NOTIFIED OF ANY CHANGES DUE TO CONDI'ZIONS ON SITE. H • ________ _ _ •____ '1 ! • ; I. • 41 ..,-"-- ,....+" - .....,,,,, ......-----". ! I , I , !--- -7 - 1 ; ! 1 HI H „.,. .. --..-l-- -1 -,- -L--- , ' ..-.--_,,,.. '.r ,'_=-.--t_.:H...i_ ---- ,_ _, 1 , , ; E i , . , _ ,-/..7 , . , • .:._ - ; ; I : .! - . .. „ . _,V,,, ..:_, _-__ 6.2 -4 ,!"-*/!' !-- •,-_------ i ', I _____.-... NkigiON VEiNn 61i16 VENT= 0.67 SQ. FT r 5E4 vEN • , I (ex 16) V a FT , 1 - - 143eCheckRd And Uenf,d Pnor Tc CCILGUUCOON, HUIRBRWAI - - - _' -------- -- I .---- •,. CONC. SLAB OVER 4' GRAVEL FILE_ SLOPE EAPTR F" *.a,F r '4,--- _ • • i i ! 1 - . ,I i l i ■ !Fi -. 2-; '-'''' ..---,-.: ,--_ --4:_, !'• --- --;.L..i ! 1 1 (.2.4 g'4,8 1 7c -oi 10 CA L GENERAL NOTES I NOTE. BRIDGING NOT TO EXCEED :tj 8 CLC. PER SECTION , U.B.C. '24. 1 NOTES 4. ALL FLOOR JOISTS TO BE AS NOTED • ALL BEAMS AND HEADERS TO EL OF F2 OR BETTOR � ALL BEAMS THAT ARE HELD UP TO HAVE MFG. MTI. HANGERS. (0 SOLID BLOCKING NOT TO EXCEED 10' -9" c.c. ti . • GENERAL NOTES ALL HEADERS TO BE, 6X8" v2DF OR 6X, VIDE 2 X 6 STUDWALLS) UNLESS OTHERWISE NOTED. AL, EXTERIOR 6 GARAGE WARP WAILS TO BF 2X6 STUDS. CONTRACTOR SHALL CHECK AND VERIFY ,, DIMENSIONS PRIOR TO CONSTRUCTION. GEE S SMEET S-/ THROUGH S-4 FOR CONLTRoDTION NALLING SPECIFICATIONS. ALL INSERIDE WALLS OVER 5.0" REFER TO NOTE A/S-2. GUTTERS AND DONN SPOUTS TO an PROVIDED AS REQUIRED HY COUR. DSUBLE 20IST UNDER ALL PARALLELING WALLS IIF OVER 6 OF 6.0" THAT DO NOT STACR OVER WALLS BELOW 0, SPECIAL BEAMS) AND NAIL TOGETHER WITH A I6D AT i2 0.C. STAGGERING BETWEEN MEMBERS. ALL BOLTS MUST EXTEND 3/4" MIN. ABOVE DOUBLE OR SINGLE HUDSILLS FOR RASHERS AND NUTS. ,.ZZMINMWMWEREMOWEEMANWWFAMME-, . GALVARIXED mrtm Mamma TO AR =ma.= FIATE/5E21 articERETE SLAB, SAD ROOD KATARIAL AT EXTERIOR AND GAUDIN. To Rol JOIRTE Conc.. PI.13Ft PADS ammo =WED! ar Maar B mown o.omm PRDSSORD TREATED RATMITALS ARE US= AS FOR SECOIOM 2 ; . , _, .. , 1 ,,,,,,,- . ....,,,,,v .;:•,--,,,, I. j-k IF" CIO c) c) ----- 7-- — 1 - -- " --- " - T -- - - 1 1 , I - 'r FT , -- 4 ' z', C_1‹.."..,. f-‘,..:.; --....,I.: I I ' , 1 ! •, k J I = 1 0 FAMILY ROOM I ' ''''' 1.. = I II ' I ; ,.__ ,4-7:,--, .!="22:;r42;L-----':,'Z''1..._1 ---r ! / \____ ,-;,....,---..,;-- f= ' • _.........,1,_ „,.,, ,,<,: , ,,,...„,„, __, > .-.J - J . 77 ; -•-•-f --,-, • -I .0,-, I.,,---,,,,,,.-,_-.-_. - -- •. _ \ • , 1 . I -.747.4Th ! -- r---- - _,L1 01 UP I 11 r - STORAGE -....- I_ .__ — I i li 1 , 4 _ 11 , , , '2 . ; , ' .-!----• •-:' ,, --,-- SEivES 1 l' I' 1 SI 1 *", 1 1 . _ I 1" " —1, -1---4-- - . , • 4-,., . . l„..- -_,„ , i ; 1 , ___,,_ ,, -.,--6...-6- , IMF iN ------• I / - 4.,. - 1 /'' ' SI 11' l'• „„----,- 1 y"..,,,, ' ------ , i A , '. i , sToR IA • ,-,--- le:: ll I Is. 1 s..'' : :I r ' i" • • • "71 I • -/ 1 , 4. GRAVEL FI =1" CONC. SLAB OVER I ELOPE. EARTH 11 2,,d ! .1-1 = • II i ! --, Z . ,• ' I .'''. ‘• ! ..,.. „ I L CUSTOM HOME D I A & STOCK PLANS a) Elia& EEPN4EEjY '4 TO REORDER PLANS 1400448-5421 NO S WITH MIN. 36” DEEP LA.NO:NG PER - ALL SHOWER ENCLOSURE SCORE TO OPEN OUT IF NOT SLIDING (SAFETY GLASS - EXT. DOORS TO HAVE NO MORE IHAN 71 / 2" - US PRO C EC . PROVIDE AT ALL CONCEALED DRAFT OPENINGS PER DEC SEC.Is* CITY Of TUKWILA APPROVED JUL 24 199 AS ROTE .71.11LDING DIVISION CITY OF APR 2 4 1996 PERMIT CENTER COPYRIG1-4TO 1995 COI. 0 0 ES 0 ft 5- N 0 U- N 0 5 0 1-4 0 CD co CO itt N 92 7 ,92141MCWA431-74:20SY4Eg LEGAL ri!r-,, MATE-..PLAL — 11 . 1 i 1 1 ■ , .. • 1 71: , • v ,_, I; E - , • i ; r C 2 E ;•;, IC eE t_. Mt ,..P. c_i• ETR OM , ' • • 1 1 V.; tf ‘ ' ) -- J cr , 4-- F, - -7 T : 1 i' - LL 1 1 ; -- ---- : — _ t __,—.„......, ,-_, , I „s,': w:.c ,,--,--, , ., F / ( , Hiyl , - fT.RES, NG , , - ; LI ; v ' 1 ,,- r v\ --- j ' ft I I j,„ ; ,,, e ,—,,.. 71 , , ,,,, DN . if: ) - ' A ' r I.':'2 '! V , •,) I i , / ' . . '-' J.! 7 . . ,_, . 4, LL= '; 70 ,,, il 1, :! -. ATH r i \ vatm_7 ;4'''-1-- " l' 1' , ------__ 1', l' ,-,- r i lio,, Ir. ,. - OPEN TO SELOVi y-Tif,' 4TH I - ---- \..;') j` \ I I I ‘ 1 . 3" i ‘ I: 1 ",,,)/:,,i 'V,,.:_7•,_rt --'' ., :LiN 7 - , -1._ __ ! ,,,, e, e _ , , ,, , !, 7_ -- 2,. '-' i I BEDROOM (_11- •• -7! 7iL FL ib cilio C.ARcoi-o) *CONTR 'TOR NOTE - Ali Dimensions Shall 13e Checked And Verified Prior To ConstrucAion. -- 2 I .., . ! - ; v't NOTES: ALL SOWER ENCLOSUR E DOORS TO OP EN OUT IF NOT SLIDING ( SAFETY GLASS) • - EST- r:GoSs TO HAVE NO MORE THAN 71/2" STEP WITS MIN. 36" DEEP LANDING PER D SEC ! - ,ROVIDE FIRESTOPS AT ALL CONCEALED DRAFT OPENINGS PER 050 EEC I MAIN FLOOR 781 SO. F UPPER FLOOR 706 SQ. FT TOTAL 1487 SQ. FT ALT. BASEMENT__726 SQ. FT GARAGE 472 SQ. FT GENERAL NOTES ALL HEADERS TO BEt 5)(B 4120F OP 6X6, EIDE (2 A 6 STUOWALLS) . UNLESS OTHERWISE NOTED. . ALL EXTERIOR A GARAGE WARM WALLS TO BE 2X6 STUDS. CONTRACTOR SNALL CHECS AND VERIFY ALL DIMENSIONS PRIOR TO CONS1BUCTION. . SEE S SHEET 5-1 TEROUGH S-4 FOR CONSTRUCTION A NAILING SPECIFICATIONS. ALL INTERIOR WALIN OTER 5'0 REFER TO NOTE 4/S-2. • GUTTERS AND DOWN SPOUTS ro BE AS REOUIRED BY CODE. . DOUBLE JOIST UNDER ALL PARALLELING WALLS (IV OVER 5.0 - OR 6 THAT DO MOT STACK OVER WALLS BELOW OF SPECIAL BEAMS) AND HAIL TOGETHER WITH A lOO AT 12 0.C. STAGGERING BETWEEN MEMBERS. • ALL BOLTS MUST EXTEND 3/4 MIN. ABOVE DOUBLE OR SINGLE MUDSILLS FOR WASHERS AND NUTS. • 't I I I i 00 cfm whole house fan with 74 hour timer switch, hot wire and undercut door for air passage. ; Minim= at .2514.711 /00 CFM 0 Wh.ie hmie for CFM (1 BEdrimS.) (choose me ) • do CFM (3 BEDRmS.) ; Lcctivi richer ( 3) 50 CF Latin A] 1 dry on SO CFM. c00 C.T14 (4 7F_DBMS.) _ O H GARP PENCE. 'Tr : - ,‘ \i , A , , ; \,, s ; [ ; :• ,:'- f_.': C ''',---- -L' 1 - -r7" --'''''-' i' l .. :?.' •- •: : ---1-' '' /1 < • --1 - ' ' ' ‘ \,,,:, , ,z ', irl-"TY ,__. • ... ..... t , „Al , , , , ' '` 1, c Ft I., 1--rt t.-: _.:_, , i,... ■ , , ,_..,,, __ -, t , • - --., .. - : , , . ____. 1j, ',,■ '- .,,,._ ...----,,..._ -: ., ;;7:_ ,, , ,, _,,,_.,• . , - .4,_ , , .;-.,,,,,,,,, ,:. - r . ..i , ../ „; _:, '.- ,..._:::,..:.:1;_.... i I 1 t, r 7 ' , ,,,- i .5 1 '-'-. ..t7 a ,.,, _ 1 „ ,„:',,L,„•_ • 1 ; ..T . . r .!!! ! : I ! - I ; . ; • 4 ' Gri4WEL, F I LL , t; CONC. SLAB OVER I ,' ELOPE E.APTH 3 ,., ; ------...._,..-.------- :1- J , Psii r•-•4 ktsQ I), NC T:F. I ra?-.1, K , c7 eE , ..4, , a1VABLE ;urn. c-rN t : ,f- I - •No tt,trt I : tf i 11 : L': _ __ _ .177, , , Ii , ' , I : Fni4Ttilli I i : ,„,, -.. !.. _ ____.._ . , l In: / - t V I , _/' _ __ ,-- ,_. - ._ _ ___ _ s/ ./ i .; I '-, ' gq.-f _ [ ,_ RE "-' _________ ,1 _, _,....:' ALL V I i ,,,. i P & 1.if_f,..( ; 0 7 1,- ' ,'' 1 CA.i3 ! 1 _I \'-' ' 0 Cl_G (T,...,- a FIN ) 1 i ,, ...,__• C OM HOW. & STOCK PLANS TO REORDER PLANS - 80D - I 51 rn • '42 V i 5ge+.4‘4. ,W41..1„ 1 LiSig. 4004 oite.lett, 4A-1 _ ... R_ P1PL 44 1 COPYRIGH 111111111 nrd 1;1, SP , i,;4414 , 14iP.1 4, IL. 1rrror TUKWILA APPROVED JUL 2 4 199. As NOTE; 44* BUILDING DIV CITY OF TUFERILA APR 2 4 1996 PERMIT CENTER 1.4 Li 1_ . 4 - ev.i4erom NI:1,10ER E 120394 t TE 6; a ATTIC AA • TIC AREA ESCRIPTION VENT VENT • RE • D PROVID TOTAL AREA K.:1,4 , e 1 .;, 1 --. C•2;* k • In 0 PESEAVH,ALL RIGHT 7 C Iy 1 ; ' I — - - - - - -- /Z >4 I 'G-c=1-" 7 . 1 -- ., __I i,. _ 1 ' , i 1 ---,,,,,, — 1 , if , 1 , ' 1 , (\''%, ,,/ 1..f 4- --4, -- - ,- 1 - , --- ,,, 7 l i ' ( '--4-4 k I ' _,,......., ,-. ---; I ---c 4 , -- 1 i -'''' Ti ' . i . '41 - 2 ' .......—......_, , t ■ . ' t. •,. 2 i i .„--------4-0. ... --ti, - -:f ,:-, 1 ' ' -- ,, --- i -....: ..__,..... , ! --- ---- 4 f— -- ' 1 - '4, \\ ---! ! ---1..,- '4- . —,4 - 1 CAAewzi> 'CQNITIACTOR E4OTE -- AR Di enslat*SPAII EttiChvoked Artc Ver Prior is Sarr3truct,on, tari*MEMPEEMEr imrsarmiammentecoun FizZ ccF V' 2:: I /4 - 0)0 0 ROOF TRUSS NOTES: • TRUSSES: SHALL CARRY MANUFACTURER' STAI,‘, BE INSTALLED AND BRACED '1'0 MANUFACTURER"S SPECIFICATIONS. WILL NOT BE :FIELD ALTERED WITHOUT PRIOR BUDDING DARTIKENT APPROVAL OF ENGINEERING CALCULATIONS. SHALL RAVE DESIGN DETAILS AND I1RAVVINGS ON SITE FOR FIELD DISPECTION. PROVIDE SCREENED BLOCKING OVER SUPPORTS. SHADED AREAS INDICATE 2 X 6 OVER- FRAMING, U.O.N. ATTIC VE.NTULATION SCHEDULE: VENT REQ'D FI FT2 X 144 RS5 X L25 300 (150 FOR TOP ONLY) RAVE VENTING TO PROVIDE, 4.71N2 /IF (3)-1 ItZDIA SCREENED HOLES. - RIDGE VENT TO PROVIDE: 18.0IN2 52 - ROOF JACKS TO PROVIDE:RCA 64.0IN2 /FA R38 .• 38.0IN2 - P.OUND GABLE VENTS PROVIDE: 480.01242 FOR 24`DIEL 113.01N2 FOR 12°DIA. ROOF SCHEDULE: ROOF MATERIAL: COW! ROOF PITCH (TYP.)U.N.O.:- 5 : IS ROOF OVERHANG (TYP.M.N.O.e- ROOF FACIA (SEE ELEV) - .We.7,111 - 21,Wed .'811/1XIVTIORWir -- L--- ,..L , , ,, , ---q --- 1 —,, r. - o.Pr- ,-, ,, I'' ...)'\!. ,:,_{_ ) . r CFI \ 1 (C ; t. ' t t -4 - iI ‘r L 7 V — H IF A. I Nig CT F» LSFJ GENERAL NOTES I. ALL EXPOSED INSULATION MATERIALS INCLUDING FACING SUCH AS VAPOR BARRIERS OR BREATHER PAPER SHOULD HAVE FLAME SPREAD/SMOKE DEVELOPED RATING SHOWN OF 28/480 OR LESS. PER 1111C NOTES: -SEE SHEETS Si S. SO FOR TYPICAL CONSTRUCTION & DETAILS. -PROVIDE WEATHER PROTECTION UNDER. SIDING I. ROOF SHEATHING PER UBC SEC. i4v1:.- -PROVIDE MIN. 12 . CLEARANCE- SOIL TO BEAMS I 18 MIN. TO FLOOR JOISTS. NOTE: BRIDGING NOT TO EXCEED EiL 0" O.C. PER SECTION U.B.C. - P,a, DIY OF TUKWILA APPROVED JUL 24 ga BUILDING DI N AS ROTE RECEIVED CITY OF TUKWILA APR 2 4 1996 PERMIT CENTER COPYRIGHFDJ 1995 COI. CUSTOM HOME DESIGN & STOCK PLANS TO REORDER PLANS 1 0 a. 0- CC 0 0 II y APPR`.j' / I.' LEG' L_ = i:;N`s Model RCH -09a. WSK.21 FK -2C0' AK -225 STANDARD -,4T .1 .> 32;O90 BTU Input • Ho ur Realistic Lonk:- 0.‘ o Piezo Ignitor and Sat P :.ct • G lowing Embers Compact Framml 01 r,icn! • Oam r' osure c t, , rr Ploblenu Fixed Pane o C r • 3.: sliding mesh. • Installed Junction Bo tV Remote Control. PnIIShod Boa =••s F r..:.'. Pl od.,c: ST -3KGTV &e -T r.n: cp ST -38GTV -1-1SI Top Vent r - f SU,C, Gam.:_ E Ir , SPECIFICATIO" Op tlonn Fan Ft20 ^C Outside I-. K:: 'Includes .1,1 t arnoe ratui C se:'. bi .:..t:. for bInwer and Va_rwbl -o 6665 W. HWY. 13 SAVAGE. MIN IF3 Ct2) } ONTF€Mt:' 1 }f1 ,:• ens+ons Sha11 Checked Aod 'ia ':ed Po, 1 Construction. g (IAA/ nu %'4' % ✓ - t. 'RA 1H HA LLWJtV :3 L) 11" 1 NE C S T 9C) NJ CRAWL SPACE GENERAL NOTES 3/8".4'-()" � Iti9 3?TI u ILITV, ALL EXPOSED INSULATION MATERIALS INCLUDING PAVING SUCH AT VAPOR BARRIERS OR BREATHER TAPER SHOULD ,AVE PLANE SPREAD /SMOKE VEVEI.OI`EU RATING SHOWN OF 25/450 OR LESS. PER NBC AMMO JUL 24 199 AS MATE 14 CUSTOM HOME DESIGN & S3C2f.'I' PLANS TO REORDER PLANS 1-800-8 .1i4-5421 IT •1 _ i �c C. NOTES: --SEE SHEETS SI & S2 FOR TYPICAI. CONPTRUCTION & DETAILS. - PRO'fIDE HEATHER PROTECTIONI UNDER SIDING & ROOF SHEATHING PER UBC SEC. IFi: PROVIDE MIN. 12" CLEAR .NCE- SOII. TO BEAMS & 18 MIN. TO FLOOR JOISTS. BUILDING DtVt9ION COPYRIGHTC; 4995 Ca)l L r' w L RECEIVED CITY OF TUKWILA APR 2 4 1996 PERMIT CENTER —f FT U Loco: ion Minimum at .25 w. Kitchen fan 100 CFM Bathroom fan (2 ) 50 CFM Laundry fan 50 CFM ,._._._ ,_....__ ,...._ 0 50 CFM (1-2 BMWS.) 7'4.. IP BO CFM (3 BEDRMS.) 0 i 00 CFMV1 BEDR3tS..) Location Minimum at .25 w.g Kitchen fan 100 CFM Bothroorn fon (1 ) 50 CFM Laundry fon 50 CFM 30 (I-2 838FMS.) (ch cr • 8C CFM (3 B 0 100 CFM(4 8EORMS.) IGN. iMC. !RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THE. SHEET — SUE:jECT TO CRIMiNAL PROSECUTiON. -•#*Cte0",tiOlt Dimension Sh1160.CheOged AndVeri(i9E1,F'1 Construction. ;.:7.-: - ED .,,,,,, .b' 11 --- _,--7 a , • : ur 1.111 L_ 4C) L_ I/4" -0" SMOKE DETECTOR SMOKE DETECTORS TO BE INSTALLED IN ALL HABITABLE ROOMS, ALONG WITH DETECTORS CENTRALLY LOCATED ON ALL FLOORS. HOT WIRED a INTERCON- NECTED W/ BATTERY BACKUP GENERAL NOTES (I) 5: O!$. BURNERS,HEATINO ELEMENTS & SWITCHES OF THE FURNACE AND SATE. HATER HEATERS SHOULD BE A N. OF 18 ABOVE THE GARAGE FLOOR TH7SE SHOULD ALSO BE PROTECTED AGAINST VEHICULAR COLLISION. PER U.B.C. SECTION ' IF LIVIA, ROOM CEILING IS 2 ABOVE HALLWAY WHICH LEADS TO SLEEPING ROOMS, A SMOKE DETECTOR WILL BE INSTALLED AT THE HIGHEST poiNT. PER SECT)" oN 11,1,4 (D RECESSED LIGHTING FIXTURES SHOULD BE I C. RATED AND ENCLOSURE LINED WIT: A 1/2 (.W.B, TAPE AND FINISH. PER SECTION gils.4,4, I) ' LIGHT SWITCHES A PHONE IACK LOCATIONS WITH 0,,ER A PEE CODE. 2) ALL RECESSED sass TO HAVE THERMALLY PROTECTED HOUSING FOR I15551.. IN DIRECT CONTACT W/ FIXT. 3) BOTTOM OF CONFEN/ENCE OUTLETS IN AIL BATE A POWDER ROOMS TO BE 40 ABOVE 1,5012. 4) SMOKE DETECTORS WILL BE EQUIPPED W/ BATT. BACKUP IN ADDITION TO BEING-HARD -A -INTERCONNECTED- 51 DESK ELEC. A PHONE OUTLETS TO BE SET STANDARD HEIGHT AD,VE FLOOR UNLESS OTHERWISE INDICATED. 6) OTHER POWER EQUIP. TO BE AOCATHD A FEET BY OWNER: Al DOOR RILL .) AL... ...T C) GARAGE DOOR OPENER Dy GARBAGE DISPOSAL E) 115555151 NWT 'TYPE A LOC. 1 CABLE OSTLETs ,) pROVIDE yinsn SWITCH TO FAN IN UTILITY ROOM INTERC- ONNECTED, TO -EURNACE FAN. ' a) PROVIDE CIRCUIT E/ LIGHT & SE/TCH FOR RADON FAN LOCATED IN ATT..- • FERN.: (HW.H ' 11— c`11T3 0 - C2)11 la LIGHTING LEGEND ON LIGHT {5ffe BULB STRIP eeces.sen tweicrioNAL [low ormer FECIRISED (WE? Li:cern:Ns) we .0. no , .1,14WERWIC0FrxiTLET EXT .necemeo DN. t(55150150 R LOCATIONS) MIR 2205. OUTLET (.? WALL SCONCE -6- HO (IXRECT FARING) ):( SURFACE 5011.1 oF.).00., no V. GROUND TASKLIGHT(UNDER 1W 15 cAaiNETs) )3 FAN c s MOKE DETECTOR (:101WIRED V1/13•41TaAexuaa t, THRu iY SEE GA5 FP Dv 0' _ Ll BO cfm whole house fan with 24 hour timer switch, hot wire and undercut door for air passage. +f PANTRY ` re R 4_, ' \ e V r _US , WSH OW` 6 -€5 - A1/4 I VJ 4C) L_ 417:- — r - 1/4"=1'--0" sui CliTYI L I D I i GF*MI :G T1j4 ::::: 991 E LA fun CFM EDRMS.) l c oN AS NO: APR 2 4 1996 PERMIT CENTER COPYITGHIC. 1995 CIA. PLAnS1-8(}0-848.6421 ri — r ,......L. 1:- RIIR (1161°M LIC.MEDESI GN STOCK PLANS T° RE°RDER zEor, LXIC SLV E. 1 20394 LIGHTING LEGEND pp�t Q RECESSED DN. LIGHT Erce BULB STRIP 1 RECESSED r8F_CnONAL .B. nay. OUTLET C RECESSED ON.. IWET LOCATIONS) VW 110 V WATERPROOF OUTLET EXr. D : RECESSED DN. SF. X ERiOR LOCADONS 40 220 V. OUTLET ` 9 � ww11 SCONCE - Iio V tomECT WIRING) M SURFACH. or O. F.I. 110 V. GROUND RECEIV c== TASRLIGMT (KINDER UPPER CABINETS) V FAN CITY OF TU IL l7 .10V SMOKE DETECTOR (MT w9NE0 We RArr. EACKUP) APR 2 4 1191 'P - E ER 'CO NTRACT( f? e()1'F — AIi.Dimensions ShaH EtigsChecked.And Verified )'rior To Construction nN . a...) ESERVES ALL LEGAL RIGHTS TO MA' E 1 iL u. t S ri. F7 6 10- 01 tO GENERAL NOTES Q PILOTS, BURNERS, HEATING ELEMENTS & SWITCHES OF THE FURNACE AND WATER HEATERS SHOULD BE A MIN, OF 18" ABOVE THE.. GARAGE. FLOOR. THESE SHOULD ALSO BE PROTECTED AGAINST VEHICULAR COLLISION. PER U.S.0 SECTION 5.0.0.1 i s , 2. O IF LIVING ROOM CEILING IS 24 " ABOVE HALLWAY WHICH LEADS TO SLEEPING ROOMS, A SMOKE DETECTOR WILL BE INSTALLED AT THE HIGHEST POINT- PER SECTION . 40A ,4 - r, O RECESSED LIGHTING FIXTURES. SHOULD BE I L. RATED AND ENCLOSURE LINED WITH A 1/2" G.N.P. TAPE END FINISH. PER SECTION, P. P2 -4 V R.= LIGHT SWITCHES & PHONE JACK LOCATIONS WITH OWNER & PER CODE. 2) ALL PE - P5S=D CANS TO HAVE THERMALLY PROTECTED HOUSING FAR INSET :. IN DIRE -CT CONTACT W/ FLXT. 3) BOTTOM OF CONVENIENCE OUTLETS IN ALL BATH &.PO'WDE'R ROOMS TO BE 40 ABOVE FLOOR. 4) SMOKE DETECTORS WILL SE EQUIPPED W/ BATT. BECKOY IN ADDITION TO BEING LARD WIRED &'INTERCONNECTED.. 5) DESK ELEC. &. PHONE OUTLETS TO BE SET BSTANDARD' HEIGHT ABOVE FLOOR _NLESS OTHERWISE INDICATED. N);. OTHER POWER EQUIP.'''. TO BE LOCATED &'V'ERIF. BY OWNER. A) DOOR BELL 5 REARM SY T C GARAGE 7000 OPENER O) GARBAGE DISPOSAL E) URNACR/ HWT TYPE & LOC. F) T V CABLE OUTLETS 7)PR04I➢ TIMERSWITCH TO FAN IN UTILITY POOH INTERC- ONNE_TED TO FURNACE .AN. E) PROVIDE CIR UI. W/ LIGHT & SWITCH FOR RADON FAN. LOCATED IN ATTIC. Minimum at .25 w.g Kitchen fan 100 CFM Bathroom fan (I) 50 CFM Laundry fan 50 CFM 0 S0 CFM (1 - 2 2 BEDRMS.) Wrote house fon (choose One) 80 CF M ( 8 BEDRMS.) 0 100 CFM (4 WORMS.) SM OKE DETECTOR SMOKE DETECTORS TO BE INSTALLED IN ALL HABITABLE ROOMS, ALONG WITH DETECTORS CENTRALLY LOCATED ON ALL FLOORS, HOT WIRED a INTERCON- NECTED d W/ BATTERY BACKUP - / rF ( J tt°3L�CG L GG�i'� PLANS 1- 80O -84 1/4 " =1' -0" MY OF � A A O Q JUL 2 4 69 AS NOTE U BUILDING DIM O _ u,r _SE IVES ALL LEGAL Ri :tt - i'. Fr 00 :2` O . 100 e f So = 4;= GRADE d; ! ,O 1' tr IF STEM t FTC:, NOT ; `1CNO Ta!C LSE '`4 .,A. , ERT.i RE.5/1R I,L" T F ONE STORY FOUN T I ON 1 LINE. / • F ER. -. — r yA • EAR. 5E,- -1 EAR. 5O "C 0= EARTH 4 2x'.2 STR;NG_:RS / 1 -_r y, CLOSET OR STORAGE BELOW STAIR f N FLOOR L.r s-re�sx� 0G / 1 5 x ` G' N 4, "14X. O.G. A LJ ;i : ?" O c CORNER, LINO V/>.:// } C N T. RE 3AR — " �� i ! �-- -2. - •4 CONT_ RESAR Ic STORY' FOUNt I. r 6 ..IC HAki ' a G 1D2�� t - S 11=1 IGCv. L . • t:. `1-4.1 ^ " 2. i'iE.J•,i(X..1 fN I-1 KIGI -. -rot THB FLOOR : 11':E I OOR JOIST LED!::-.ER 4 0.1-4: PER PLAN \ I FLOOR JOIST PER PLAN CITY OF TUKWILA APPROVED JUL 2 4 1996 AS KO BUILDING DIVtai REIVED CITY CE OF TUKWILA APR 2 41996 PERMIT CENTER - -- FL' JR JC;S' Y: _L:•t / ,/tSQIJ E \ ice. LGi vLFOR BARRIER ATTIC INSULATION R -3S ELEC. RESIST. R -30 GAS 7F-4_R; IAX INSUL. J/ EQ'JI V. R -VALUE O BE USED IN ATTICS WHERE CLEARANCE NOT AVAIL. FOR' i=3A`3':7 ',/2' CAWB CTY°) ' GLUE 2 NAILING I (10D A U' O.C. EDGES BLOCKING, iO O.G. F;ELD - T"P.) I.C. 32/16 R -19 BA T T INS. 0/ V.B. DEL. TOP PLATE 2,' RIr �CTST YP. ( AR4GE FCLIN ', „.11.1D014 OLJ T (L'i•:'�� ! -h T�G!G'.rZ ' A;�-_ . x GRAvE ▪ 1- 7 ' ., _, _;ALL ;;J JER SE-7.4E_ Ist Ft i�✓r ATTIC VENT- LA° QN FO Of - 30.0.: .� - SEE PLANS TOR ROOFING- CQVS - S.F ELEVATIONv ▪ bci - - ✓r 2._, • t., Jam O. '2 G.G. I G J 2X O:zc —'•xS R.5. CEDAR FASCIA Ill/ CONT. T1TL. CE T fry' • UART I1 ;WALLS - 2xv STUDS DS 0.C. OVER < S BA TT INS. L/ VAPOR BARRIER ixI/ = z NOTES: I. v Li E' � . !? b A p . °F �c•,� -r �� �1 i X1 0.1 ? pct U.p' �2 C .O• p 'VN In � Y :1 EP E.6... FIE-0 -IJT •'.., oIJ 2. INTERIOR WALLS TO SE 2x4 CONSTRU,'.'',TION TYPICAL EKG =PT A PLUMBING A GARAGE SEPARATION 7 !TIJ ✓I"1 STEM WALL--.‘ 1E1 GRADES = \ P " I t ; I TY1 . 45E 1 ENT SLA I• 4 ,a L . 1,3" i — �..1 - /- T.IERr BREAK / / CONC. SLAB/ OVER 4" GRAVEL FILL 14/64 V TYP.''Ec4SEM #EN 1: Si 4 " 2 �14.(EX IZIJDE-D :�. r (7,7 s4 2 NDIZIJ -i'� =FsiAe- U iLP G.G. k4i/ T= Tai G i-{A : —('-) "- r'� ---° A2_ - - 1171.1!...i_✓'11i — 2x62" PT. h'UDSILL ,ii/ 5 /B" Dia- x 4'-0" 0C. \--R-10 RIGID INS. PERIMETER - e iro ' . W/ 2 - '4 CONT. RESAR 1 SUPPORT BE /NI PER PLAN 2x6` CLEAT (EA. SIDE.) OR 5i1 IPSON MTL TIE N N N (PC t'r $ WU SUPPOR7 POST I '"a0 FELT • \ GRA:2E OST 6 ..>E. ,1°~ Dr:ETA U 2ONC PI._ , . I R PLAN 0 v • Q 0 G TAN DESiGN :NC RESERVES ALL LEGAL R TO MATERIAL C S E EUEC T TO C.RiMiNAL SE °L..)=.44 (2) 2 S Zit-1 OR R.C.20k7;7 ,-; ETAIL "A' - '5E.E 1 O FOUNDATION / RETAINING WALL tie' TO 4'-el• F'ONIY WALL) 1 –Urli---1 C.A._ H. 0,1 2x6 STUDS e 16* ASE- e2G. (Flat.17) EX;67 'AE. 11;4 *TOR NOTE -- AP Dimensions Snail &, Checked A Ven P•rior "ro Construction. ;;!--- •--- ;••••:, •!' r." IELOOKNO-. • ;" L`T. E'RELK x O.O. .F. L RiC:L2') 'NF2L.L...! 2 - *4 DIA COVF. 'JP - 25' IN NOE: E - AT Jr f AsT 7.) T 7 M -OI1O CA001cal-g=f> E– Li° 5/D14. xi� AS. . as' O.G. \ - 3 STORY (WHER.E PLI USE 5/E3" DIA. x 10' E3OLT e 32' 2x4 F.T. MU51LL) siZ.F' SJEJ / L I / I I 1 I ; I I I I I ; . !!1 cat-ws‹,- I1l - - : , , GRADE BEAM AT GARAGE NON-BEARING 51-1EAR WALL FTC. 2,S; STUDS . • 0.0. e 3 2x4 . 4. 2 STOR`. CONC. 'SLAB OVER CRAVE_ 1LL " LI/ 1" SAND O/!.."-R L1viNAR_E45 2 OR 3' DOWN O NTERIOR. BEARING WALL ON SLAB .---i ,r- . . -- -...- .---,, „„--- (... rDETAIL ',, .----.; -,L., ._ _... L-- ,,liki,,,- ,-- lir- ___. , z i i 1., !...,), l r ----i-, ''-. : -- / 'I il , 1 _it , .1, ---.• -; 7 1-1F 1 1 - - P r rEZ 1 ' _ II 12 F.-J t : .._: : • -.' . - i - - - -;- , - - -=5, "5 ,, , ,., if 1 "."-- - f- \. ! ,1 ---11---- f BRICK COLUMN AT ENTRY L.)ALL_ (25) CRAWL SFCJ E3A5EENIENT ECTICN r fp 6 I 1E - FES •9 7,4A±4 \---; 5E41._ (IJITI 69. ,1E.T L.EEF 1.40LE5 2 (1.219) — t a. ct CITY Of TUKWIIA APPROVED JUL 24 199 AS NOTED.: BUILDING DIVtISN cInNVIMILA APR 2 4 1996 • PERMIT CENTER COPYRIGHT 1 i ' -- 1: 7 =11 _ 1 • mizefe,mstmatasesiiiiimmosseliavm.azworAtno patm, - LSEfivES LEGAL • •••4A L. • • • NEET NOTES: SE VFN71._ATION MINIEIEE NE. AREA = - _ •r -WS N...7) BE PI ACED AS CLOSE - .7: - - E. 5-- Er' - F . ' 7 7 ON AT LEAST 7:LK: A-0(2.E_Es - ENTILATION, '1150 OF .4 MIT4. 22 WIT-4 -I.E.' 5EC. USG. ' =E00: NOT FE WITH AN . C.)IEPLATE. - - - .I. . - - STSTEN), CAPAS-E 0' PRE:v .. 'INER -11-R . ' - E.ATH FANS, AND ,S 7 GAR...,AGE AIITS SHALL sE --. N. EVERY SLEEIRN.- ...HAL C 7 SC: F NET CLEAR OPENING HEIG.- 20'. BOTTOM fy-- = 4 R AS PER SEC "5 6 2-1- 2 ExTENSION5 - THE AN: A EACH SIDE OF THE. F TEL, - .2 5 3_•, S SC _ HEARTH F.XTE'NSON Is R., O ARC ;2' 5E" OND, EACH SIDE OF c-IE ..RER_AC-E e S-'- ON WOOD FRAMING CAN:SIN AND INSTALLATIONN -SE .NSLIL.A.T .2).N.72) FRS COmRL THE STATE. OF WASHINGTON ENFR-G "‘'. COMPLIANCE WIT-I SE L,E3'ef. No_ _2 ASS LAW. -EXCEPTIC.T.t,,RIS SE° '4 GLAZING IN LOCATION SUBJECT TO As GLASS: ODORS, L TAN, 7 :: EITHER SIDE OF A DOOR OPENNG.GLAIENG CLOSER 7HAN ":2. =L0:1,TIR, SHOWER DOORS R.,E3 ENCLOSURES SHALL SE. GLA.3.3. PLA.STIC2., IS GLASS DOORS TO 3E -ED E. ASS SHo.../ER ENCLOSURES SHALL APERROVED W RS:NRCROET- TER1PER.ED E LAMINATED SAFER GLA;SS, S4-IATTER RE5,5TANT 1 - 1 sLAZ :1:11141,4 15 OFIFLOOR AND GREATER - . - L,-',-NI :N LEAST CRRENS SHAL.L COV IMPADT S-M. I=LANs. 5EC Z4OP ANC°, STANDARD .2.4- RE. 'TI) AL SO 8 P.E7),L.C... STARS). :a ALL EXTERIOR WALL GLAZING fl-LAZED AND .7: WASH'N,ISTON STATE. ENERGY CODE. C. TREATED wOOD / 'LEATHER PER Jsc. T.HS OTFRICE ASSUMES NO RESPONSIBILITY AS 70 THE PH51C.AL C_HARAOTERIST'CF., C.. :HE NOR DOES THIS OFFICE VERIF'M THE 4CC - 4C' C 'PE E'CNEE C :=2 SEIPP- C Cr ORNERS WPF2.-R.°1-1 SOIL APPEARS TO BE O POOR CE,..../ALITY, A SOIL ENG. R.L. 5I-OLD SY CLIENT. CRANE DESIGN HAS 7A<EN EVERY 'EORT TO E-NSURE. THE ACOURACY OF T - ATTACPED DRAWINGS; HOWEVER IT 15 T-IE-7. RESPONCESiNN-E ocNTR...,.c.T0R Tc ../.7-.RFY ALL DIMENSIONS. 4.T FLANS ARE TPE PROPERT C 'CRANE DES C AN" REPROD..,O - .LON WILLEIVIOLATE COPYRIGHT LAWS. THE -OLDER 0= _ FOR 1.15E OPTI4IE MATERIAL THERN CER SE 54.13..E.ST TO _EGAI_ EOT SY C:RANE D'ES22-.N NO. RRRI 111111111111111 NEGT 'NOTES- E•NERGT NOTE :5,TE SCi ".",E) AND MINIMUM ADDED I.NSULATION R-3e CEILINGS'101114 ELECTRIC T T R-30 CEILINGS WITH 645 HEAT E. NIT) VAULTED CEILINGS F-I5 WALLS • F OVER UNHEATED BRACES R-0 AT SLAB PERIMETER INSTALLED RORZ SAS WHE,N OCTRiCRETE: FLOORS 4,RE.1.0T 12 OF GRADE. ALL, SHALL, SE DUAL GLAZING ANC.' AC FT OF GLAZ.:.....G 50- EXCEED 2 5 TY 35055 PLO:::252 AREA FOR GA5 HEAT PUMP - Et> ^CIR. ELE: REELS , NCE OPENINGS 4P JOINTS IN EXTERIOR WALE .5/4/1,,. 51 SEALED CAILEEE-0 OR 'WEEATNERS ." • 1_ AIR'LEAKAGE. AN ,APPRO /ED )1 SHALL. SE 5RCPIL. NSTA___E0 IN ROOF, , N ENCLOISED RAFTER SPACES, FoRTSOrtiNERE CEILINGS ASS A: DiR.EOTLY• TO THE „INCEIRSIDE OF ROOF RAFTERS, ALSO' NEXTERIOR LUALLS. NERALI CO R IlL V1SQUEEN GROUND COVER, LAPPED ! -0 A ON -AND EXTENDED OF TO JO4CON WALL (REOUIRED AT ALL CRAWL 554055) E FOWIEMENT SH,ALL BE SIZED NO GRE.ATER THAN 175, O. 03N LO40 4\340N0T 547 • OF 15%. THERMOSTATS 00N L 'NG 1 - ORE 3-IAN 0E ROOM ,.14vE A HEIGHT SET8A0K- rRE SHALL ISE PROVIDED WITH: A FITTINc, FLUE DAMPERS. • ACGESIBL F. MANUAL OR AUTO ':20N'ROLS. HAVE A FLOW COtITROL DEV 0 L. FLOW TO 4, MAX OF 3 GPM RER SHO-,,ER 55 HEATE 1 :REOLIIRED TO SE ...A0 - H - .1LEC , A5 COmISL TING U)," sAECA SER ELECTRIC- WA:ER ,1141;aiNHEATED SPAC.P.S SUC, AS GARAGES TO SE INSTALL:ED .4) I` cr,1"..•:)■ TION (R-I� QL+11 IOTE ,811108s • kod Ano LoAr_ RCIEIDE- L:vE L OAD 25 PEE. OE. I.-17 PEPx 45 P LIvE LOAD -10 !ESE (7•.',2 LOAD 50 ESEI • SE_IEMIC ZONE 3, V.0.141.1.1 LOAD 22 FY3F - ,E CAPAr_ 200'0 A.E.5_ED SOIL r•REPORT REC. D ANT C.; -1 -I' -- SC ARINS CIA" 2000 PSE UNDISTERSED -C-T • FOUR FOI.INEDAT:ONES ..ND'STUR.SED SOL. (VERIFY; FLooR SASS C040 - _ 70 55, rIO CONCRETE FC,NDATI3N5 AND FLOOR 5) IT OESINCRETE. SHALL SE ESOUAL TO (2500 PE:i_ ...1,4TER TO CEMENT RATIO, 5-,E) 54CK5 OE CEMENT PER CLE.3:0 YARD' OF CONCREEE AND 5-1, GALLONS WATER PER 54 LS. SACK OF CEMENT- 2500 PSI ASSUMED C3mPRE7S EETREN3E7,1 AT 25 DAYS. 9 SACK MN/C11). COVER OF STEEL, 1' 5O 2° SIDES, NIT2' WALL'S. FOP SQL SEE CODE WHERE 50IL NO PRICE-:,LE.M. 4511,,, RE.N.ORCING s.EEL ALL R.EN:=0= STEEL SHALL SE DEFORMED; INTERMEETNATE GRADE. SILLET STEEL ASTM 4515- GRADE 440, NEW OLEAN AND FREE OF DIRT. S. SPLICES, WHERE L.00IATED AND APPROVED SHALL SE A o,--T 2 NCPEE. ••:2500 RE; OR 3c 545 DIAM.ERER RCCI 6 2000 E.S1 40 ;DIA.) D ALL R.:ENFORCING SHALL 55 TIGHT!'" TIED AND SUPPORTED DURING CONSTRUCT:OE, • wELDED 11):RE 1 SHALL SE ASTM-4135. 5. WOOD A. ER USC SE-C, - "LNI31.31 23-1-4-1 f) - RIJ)1. TO TABU, 23-1-4-4 IA . .'49J - 1 - 1- -6 - -, PART 24P /3 oR EQUAL (VISUALLY GRADE WESTETZ.4 SPECIES). Fo.2400 F-vR53 DR 155 PSI WITH 5)14554)5 GLUE OR 5 SHEAR TYPE SEAMS (SHORT SPAN ;-,E-AV-r- LOAD) MAY USE 20E-V3 OR EQUAL T-15.2000 PSI, FV.165 PSI. SEE PLANS FOR TELYWO!..OD. STRuCTURAL A STRJCTURAL STEEL SHALL SE ASTM 435 , NEW, CLEAN AND FREE OF RUST. PPE COL. SE ASTM a53, GRADE S OR ASOL, 435 STEEL. (ALSO.) - 7 SIRUCTURAL FRAMING FRAMING TO 3E IN COMPLIANCE WITH _BC SE(; 00. SFc. -2520, S _ PROVIDE NAILINC, IN ACCORDANCE WITH USG SCHEDULE 23 - STRUcTuRA.L. 553. SPECS TAKE PRECEDENCE OVER MIN. NAILING SCHEDJLE AN0 02. GENERAL 55E05, C.• PROVIDE SOLID 'BLOCKING AT JO ST SUPPORTS AND BEARING PARTITIONS. ( ALSO COMPLY SECT. PROVIDE 551D3153 OR BLOCKING AT MID-SPAN OF ALL SPANS OVER S E. USE APPROVED JOIST HANGERS 11.11-1Ef REQUIRED. BRIDGING IF CEILING LINEINISI-4E.D. F. ROOF TRUSSES: SIZES TO SE vERIFIED, DETAILED AND FABRICATED sY TRUSS MANIFAROTURER INSTALLATION AND 'BRIDGING SHALL SE PER MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. ALL TR...15.54.77.5 DESIGNED MUST 3E STAMPED" SY L1C. WA. STATE E. CARE MUST SE TAKEN D. ERECTION BY BL.ILDER TO NOT OVERLOAD TRUS5E5 WITH BUILD'NG MAT. 1 TO ADE.C.,ATELY BRACE TRUSSES. 4. 57...D WALLS A. USE 2)(5 STUDS AT 15' O.G. 555 USC lt,14'2%1Q-50 23 . DOUBLE (Op PLATES SHALL HA 'E JOINTS STAG NOT LESS THAN 4 FEET. MIN_ NAILING OF 5-1543 e 45' MIN. LAPS EACH SIDE OF JOINT 11:05d 12' O.C. SETIEEN PLATES FOR EXT. 4 :S T. LONG WALL (2 3 STORY SLOG). RODENG, A. APPLY ROOFING ,N ACCORDANCE WITH USC. 5. PROVIDE ATTIC VENTILATION AS INDICATED ON ROOF FRAMING PLANS. SEDT. 51-4 E A T WFAL.L SOr-1EftJLE: (NcrE5 &HEATING AND NAILING 31 RATED SHEATHING, SLOCKEDAT ALL EDGES. APA RATED SHEATHING, BLOCKED AT ALL EDGES. NAILING - 55 COMMON (OR GALVANIZED) BOX NAILS 6 4' O.C. AT SHEATHING PANEL EDGES, O.C. S AT INTER. FRAMING MErP6ERS INTERICR SOLE SLATE NAILING (2) 155 e 5 D.C. EXTERIOR SILO SILL - 5/5' DIA. AB. 3'-0' D.C. (MIN. TWO A. PER -ALL PANEL) ALLOWABLE SPEAR WITH FRAMING D.F. - 350 PLF ALLOWABLE SPEAR WITH FRAMING U - 281 PLF. APA RATED Es-TEATHNG. SLOCKED AT ALL EDGES. NAILING - 5,3 COMMON (OR GALVANIZED) SOX NAILS 6 3' OC AT SHE.ATI-ING PANEL EDGES, 8 5' GC. AT INTER_ FRAMING MEMBERS .NTER0R SOLE PI....ATE NAILING - (2) 155 0 4' D.C. EXTERIOR TUD Si.. U - 5/S 314. A.S. 2 0,0 (MIN. -n- AB. PER wALL pANEL) ALLOWABLE SHEAR WITH FRAMING DP. - 450 ELF ALLOWABLE SHEAR WITH FRAMING 14.F. - 3 ELF. ' o-6( 10 easclqa-LeP • RATED - 514EATI-ENG. BLOCKED AT F_DGE'S. NC IGO COT ( OR fi, 505 NAILS 4' 00 U SHEATHING EANEL EEE:75, FRAMING MEMBERS 4 SOLE PLATE 4AL5ES - (2)155 4' 00. E.XTERIOR MULE) S'LL 5/3 DIA. AB. 2-0 l /MIN_ TEO 413. PER Si-I WITH FRA,7 460 fRLF A_LOW45LE SHEAR FRAMING H5. - 373 SLL SIDE, OvER 2X 5 8 15' Oa \A..._]NG COOLER NAILS 6 4' 0 C. 'ITTERIEET." SOLE PLATT., NAILING - 155 S' 0_ CLAET.E SHEAR 2E0 LF.. Giw's cEAcH 'SIDE) OVER 2X O.C. 4_ocK.:: ALL - COOLER NAILS 6 4' Of' \TER:OR SOLE PLATE NAILING - ONO ALLOWABLE E.:4,7AR - 300 .=1..F. ALLOWA(4LE SHEAR CAI :ACES APP_ :E-OR ••2. FNZ0TNG SRAcED ' THAN 15' C.C.. --HERE AEA SHEATHING IS A.-"S_ SO ON. SOTP FACES OF A ,:;ALL AND NAr_ SPAC • LESS THAN 5' OC. (7`,Nd EITHER. SIDE, PANEL N S-ALL SE CORSET TO SA 04 DIFFERENT FRA I2SES OR =RATIING SHALE 5E 3x NOMINAL AND NA.S ON EACH 5 SHAE.- SE STAS.C.3.-71D AL_ SHEAR WALLS SHALL CONFORM TO LISC. 'SECTION CII REQUIREMENTS. • ALE EXTERIOR WALLS 0ITI-40.44 A DESIGNATED SHEAR-WALL SHALL SE AFE4 RATED SHEATHNG 0/ER 2x STUDS 6 15' 02: TIT, ad COMMON NAILS 8 S 30. AT SHEATHING PANEL EDGES AND '2' 00. AT I'r,ITERIMEDI.UTE FRAMING MEMBERS. SHEATHING PANEL EDGES SHALL FALL ON 2x STUDS. soLTs SHALL SE STANDARD '2-SOLT' WITH A 4ci RETURN. OR A STANDARD °L-50L WITH I20 EXTENSION. • ANCHOR 'BOLTS 5PALL SE A 35 STEE1. OR SETTER_ CONCRETE SIDE COVER 5I-ALL SE 2' WHEN EXPOSED TO WEATHER 3' LINEN EXPOSED TO EARTN. S. +_SE 1/2' STRUcTuRALJI , PLTTL000 PANEL SIDING :=NIDEX 24/0) OR 1/15' SPA SHE 1'15 SAME NALING-11.1°,74 REDUCTION 2:5 THE ALLOWABLE S-FEAR IF..x7SE ;ARCH, r- AND/OR GENERAL NOTES). 7 3/5' C-C STRUCTURAL if, PLTWOOD PANEL SIDING INDEX 24 SE USED PROVIDING ALLOWABLE SMEAR IS REDUCED SY 105 (SEE ARCH PLANS .450.05 GENERAL 4OTE5). • NAL 2x4' OR 2x5' SOLE PLATES 11/ 155 AT IV (U.N0). ON EXTERIOR WALLS. SHEATHING SHALL LAP N S JOIST DR ELSE INCREASE SOLE PLATE NAILING TO 155 AT a' or. DoUSLE ALL TOP PLATES AND LAP AT LEAST 45 AT jOISTS 1.-1/ SI5 5401 SIDE AND 155 AT NO 5055 THAN :2' D.C. ALONG PLATE FOR EXTERIOR AND MAIN INTERIOR WALLS. 1-4 OLD-D OWN 5CED Li L. E : 12 40104455 HP4HD72. EM5EDDED. IN CONCRETE NAIL TO (2)2x STLO - - 15,1 NA' S. (F.> INDICATES MSTA35 STRAP TIE NA,L TO 2x STUD WITH 25 - 105 NAIL5. 'NIDICATES -4054 EMBED 3/.4° D /4C-DR SOLT 4' INTO CONCRE IOR USE STA520 A.B. u.:IITH 25' MiNIMuM EMBEDIMENT)± BOLT TO (2) 2x STUDS WITH TWO 3/4' DIA. MACHINE BOLES. 40104255 HOTS. EMSET) I-1/5" DIA. ANCHOR BOLT le' INTO CONCRETE :OR USE 514-525 WITH 24' MINIMUM EME3EDIMENT), SOLT TO (2) 2x STUDS TN THREE T15' DIA. MA0HiNE BOLTS-. ND-ICA HOW. 55550 -I/S 04. ANCHOR BOLT 25' INTO CONCRETE, STUD WITH THREE i' DIA. MACHINE BOLTS. NOTES: ALL NOLD-DOWNS REFERENCED 1 BY 'SIMPSON STRONG-TIE COMPANT. INC HOLE5-DOWN15. OF EOLIPv4LE CAPACITY BY OTHER mA,NUFACTURER5 11AY BE USED. ALL HOLD-DOWNS SHALL BE INSTALLED F LATEST MANLPACTURERS SPECIFICATION (SIMESON CATALOG C-52i-1-1). SEE PLANS FOR LOCATION AND INSTALLA DETAILS. FOR ANCNOR SOLT INSTALLATION REQUIREMENTS SEE NOTE 5 AT SHEAR WALL SCHEDULE. DiApPRAGI MINIMUM 15/32' THICKNESS APA RATED TONGUE GROOVE SHEATHING WITH 105 NAILS 6 00. AT SUPPORTED SHEATHING PANEL EDGES AND 10 CC. AT INTERMEDIATE FRAMING MEMBERS (SEE ARCH. PLANS AND / OR GENERAL NOTES FOR RECS.) CITY Of TUKWILA APPROVED SF'ECIF !CAT I ONS: JUL 2 4 1996 AS NOTED GoNCRETE 84:SP STEEL SPECIFICATIONS. I. USE 2,-500 P5' CONCRETE SPECS AT 25 DAYS. 2 55 6* PS' MAT SE USED SLIT RECOMMENDED BUILDING DI HIGHER STRENGTH. 2 USE 4551, AG15-5S OR EQUAL GRADE 40 RESAR LA55E-7D 30' MI5 AR SRL ICES CORNERS INTERSECTIONS. IF 2.000 PSI CONCRETE LAP 40 DIAME.TER GLU-LAM BEAri.S_PECIPICADONS I. FOR LONG SPANS, USE 24F-V2, V3 OR EQUAL :TABLE 2S.; PART A. usa. 554 VISUALLY GRADED WESTERN SPECIES). FE: 2A010 P5I, 155 OR 155 f-Sf 4 EXTERIOR GLUE MANUFACTURER MUST CLARIFY IN WRITING TO GLU-LAM 5PEC.5 PRIOR TO ERECTION ON JOB 2. WHERE HAVE SHORT SPANS (SHEAR BEAMS' USE 1 201F-V3 OR EQUAL_ WITH Fo 1/000 PSI AND F' 55551 AND 05-455-SPECS SIMILAR To ASOvE pos] THE. TRUSS MANUFACTURER SHALL PROVIDE ALL DESIGN AND ENGINEERING I1.1! H ,ASH STATE SE. STA-1P ON DE.S.GNS. DuRING ERECTION OF TRUSSES, SUILC SHALL CARE TO ADEouATELy SPADE TRUSSES 1 ALSO NOT TO OVERLOAD THEM WITH ET(CESS MATERIA: 5 CITY OF APR 2 4 1996 PERMIT CENTER COPYRIGHT0 U. ;RAN_ 3 "v, ,1 : RESERVE:. ALL LEGAL RIGHTS TO MATERIAL OF . Pt CAL KVLIGlir DETAILS MT.S. 1 s ✓ooh J �. %y' CuRa FOR SKYi_IOHT - U'F ?EFAIS nt...., n` ✓A IL.. ABLE) TURRET DETAFL. ALMLR PFI! PLAN 0 AT CORNERS Ir rvf :lz AIL :SLEAP NAILS P,93 "sc. S,ISER CIA,E1 - S, 77, Befall shows Model GS with wood oath ISY eihersl. Ideal i;r wood shakes or other Saw! - :rf roofing micrieis. PCCr'AC SKYLIGHT 1,117" FITS TO CURB Ft_ASH:NG REC I ;r?ED ;!i W % 7 f r / FIIII 1/ rzl : Fl 1 1 AND FINISH, ;FNEH OY O U Er?E�U:,.HED oD- T ,ti ' 1 1 E e•. HEAD " TER DOUBLE HEADER � 1 ,„DOUBLE STUDS AT CORNERS (BELOW) 1SkMS St 1.: # NP C :._ c'! l; iRJ ie11 'e'3' HEAD k SILL SILL S JAMB I� I I L I!1L E)..F.'V 1 noN ,. SIMPSON MST"" STP, 11E, 4 , 12 ,,, ,T- I:'ii DEG 52 mrrt, al ail , r,_.1 shunt.. II TEI: CLT H /7 N EXTEND IIEADERS -� TO CORNERS �110 —Dino eiv\Imu.2 IS And s, e.nr' Phi.+ Tn CnnStrlIMiO, et Src 1 ''corrosion l:i. i A i m) 1125 I f/ inch, 13 i ,,.- 7325 1 • zt 24.-hcs elm,:. „rF ,,. rr,th cean :rcl,r.:I ,Hm).. nand cd, 12�n :h .tar Fur,,s IF," or ti tie �0 16r SOLID ste,f 0 daces stL✓:°$ ee: -GV s. '.1. Tneolaces. arc. ru cc ..cc eu <•ne - - uF-SL ail sc: r_ei c.. : -.c epp,ta ro tar W A I i C^,"'./ L „Tth tee. _ _ 1.,, ... .. .. _-,.. e.Gn 304 with niretinc ,"%cEltiet Ca Gable G. _ roc rt 3 above the floor it ail ranitadie r ;ours jeer Le, oL.,Iar_ temperature 15 as AS iWrth in Section 302 WAAEiZ Sec' Gn 310.11 ".-_e- Gu _ u m ~ c ec'pant lo 'D ca:col 'thin the bulidirc i"rtvie Wpe (.-....:s: acted unC1e, the WS E-DL) shah ca° -a `n p....ticC Air ;re .doors, - eetime the provisions of Eecticri 701_2 '••, S, I _:. _N4 =LOPE The es emeste or a building which enclose conditioned spaces throuch which, thermal en r'iy may _ arsFe re= to or from ti i.W `or Section 201 WS= D. C_ =^,:e1 G_rr.'SG :CI:'✓T_3t,S located outside. the' butiotno e^,vel DEW srS1 meet time provisions of Secticn 601 i;.M.C. Duct.;AA,W. cca ion and so,rce: c' combustion air, referer)ces Sec. ;c.. 6C2. A..0 624, 606 '....�- swan r :urrace. shall be listed and labeled cdc an approved acerc:: anal ns_al :es' to Este_+ she- e- Nfloat,crs, Section 304-1 (i'i.C. Appliances intended for installation in close., alcoves or confined spaces sr all be sG listed_ .Section 304.2 LIMO. Np warm air furnace s) -4l) be ',stalledd in a room used of desicned to be used as a bedroom, bathroom, closet or In any erciosed space with acre ,a only ti such room or space, except d(rect Vent furnaces, enclosed furnaces and electric heatinc furnaces- Section 3155 LIMO. Fo warn -air furnace. snail be installed In a closet or alcove less than 12' wider then the :PuerlaC,N ow Furnaces ir.talie..: with a .minimum clear woriclnd space lave than 3' a:c.+a the sides, Pack and top of the tEinWce. Section 35_I LIMO_ '_,puerled petroleum, oas-CLinine appliances shall not be 'nstalled :n a pit, basement. or similar location aunt, heavier- 'ran - -air 99 as mfaint, calicGt_ 4FHiiances BA fueled small nct nr installs - in en above r a rade uno^ ?loon spa :_N or basement unless such icc.atIOn le provided with an approved ...a■@ For rel7C or unburned WAN. Section 30 'Ji'C. (Approval must e ,dra,ntsso du the Buildind OL ioW,, -4e4, ire and CGGI Imo sou pm_Pt located In a eerage and which oenCrat !pw, spark or flame capable of Inartitinq f!ammelblc vapors shall be 'rat slieG with the pilots and burners or he:at!ra ale.mcces and swlte at !cast 16' above the floor level. Section 308:e Ul :.C. Fire dampers need not be installed In air ducts passing trraueh the wail, Floor, cr telling separating a residence (Group R, Division 3 cccucancu) from a Garage:: Group M, Dtvislon i occupancy)prcv bled such ducts within the oaraoe are con- structed of At navtno a thickness not less than Et I !rich (No, 26 Galvanized sher_t r.J'aLSIB) aria nave nc cpmnirna Into the Garage, Section 3024 LL5C. u)arm -air furnace installations in attics or crawl spaces shall comply with Section 3i° „rid 320 U.M.L. ..e^' aodiance. i truer, rands, .etc-: cesiEEn.d to be vented shall be connected to a v_entinC system ccrirlplyinc with Chapter 3, U.M.C. Every factory built chimney, Type L vent, Type Baas vent Sr Type .EC( was vent scat, de :rWtaileed n accorbarce with the terms of its )iatirc, maru=actures inst- ructions and the applicable provisions of Chapter 8 Ur'C Vent connections shall be :rNta!led within the space. Wr area In which the appliance_ is located and seall be connected to a chimney or vent In such a i,B4-A ,r as to • Inta n OW tie: reercc to ccru b.tibics per Section 815 and Table 3 -C, LIMO_ A. Duct systems shall be of metal as set fcr-h In Tapias Nos. 6 -A, 6 -5., t 6 - Or Factory-made air ducts complying with C-r 6 LIMO B. Joints and seams small be substantially alrtioht, Section 6015 Table No. 6-A (rectangular ducts) and Table Nob - (Fiat, Oval, and rcslind ducts), ,..ta' :l, sI i or ducts shall comply with Section 603 UT Duct •-._,;lation swatl be installed in accordance with WS C. ^ble 4p16- TAPE AND F•si. 6 - DUCT- EiLL .,' ENCL.- E T -RCU CR C:. ” s - EAT - _D 5W-SCE! :NCr I`•iO THOS;'.. FZG: 1 G- AR.ACE INST. -1 5 CUL.D BE E Ai_ �?1 ,..LATE j' EXCEPT T-CSE NST'A__ED BETLEEN LLALLS CIt iN € FTC NOT EXPOSE-'7 TO OUTSIDE AiR (L t 32815 DRTEIR c SEC. 324. _ , ,C4 B. " READILY AC E[ E3'_E ,- 14NUAL CONTROL. AN C y r ., -.. t CS 'Cwit . A I— CF 4 SC. iFGNES MINIMLIi - "-R._A AND GN 4C2 vENT4..A7ON CODE. TEE EEC. 3102_ =4":72. 3 E,4 =R .•`EATER.. - CA7ED IN ?.-;E GARAGE OF UNHEATED _ A TO BE !NSTAi E' C *. SSIBL 1NSULA CN . 03 PER _E DTICSI T.-._ .. -: ;�, '.!ti STATE G£; (_ C. HOT AND SOLD LATER ' A _1',, PIPE IN GARAGE -CJ:_D E INSULATED R -3 !NEML_ WiTH A ELADE SPREAD OF 25 OR LESS AS PER SEC`ii-N 329.11 WSEC. IL THE SHOLER Ey,IaWOL DS ARE 70 SE A SMOOTH, ., -TEE`, AND r 'N- AESORBAN E -c ..E NCT LESS THAN 2' AEC r E DR.+..-! AS PSR SECTION 507.1 _ >:3L- 12: C..-i fir :i_L BOARD B CNCiNS USED FOR TUB OF SNCELER CStJSES SF'I-CULD BE OF A WATER RESISIT SLT MATERIAL. DO NOT INSTALL C',EE VU-WOs.'. B4{ )ER ON ti,Al . 5 OR O TN THE CE)L..ING AS PER SE_ 23-i2 UNIONS HOME th"N & tier [" .. CR ARE i3E L _L SO IE y._- _ S ANC: "!:L.. - r_ ST<'XCE- SF- /.OINC- : .:.`. '6'GO. IF 1LATER A S OVER 4 -0 AND 1-,L=11 A NC:N -: 1LA IT ._ ._E ANCHICIRD AND S � R A PPED .RESIST ARI OA.S AS PER SECTION Ui) ,.. __. 15. Li, -COL: 1 "1,ANL'A EEW u : Eli - V!'". _ PORT HOLES ;!4 -ALA - WINDOW ,N .._- ....ter' Lrv+C.'. en.. -:_C ROOM I. ATTIC 'Ells .TIC iI E 1505_2/130531 SEE cAL FEE `-EIS -AST LIRE. 3 'S / 1 26 - tut. G. NI L PER SEC - 70N 4 02 2 ..:;...... SI-,N - = *JAILS WE GAL . Atea; _': : - 4NL 55 5 °5E_ R PER TABLE ./ _- -2. CO ROO - ,SE i AS F=EW TAE-LE '. (a. 22'62' 4.771C- ACCESS • BE PRCViOED FOR EACH SEPERATE ')C AREA ::;ITN ' LESS -AN ,C. FOR - E7- DRCGF" S _CTCN i503.1. AT'..- ACCESS. DR_ .VE R -30 INSULATION iniNlinidm. .L' -D WEATHER STRIPPED. HARDWARE 'iO F1'- Lr!I_E TG -T CLOSURE T....ZEES TO B= DESirNE D AND STAt"'PEn EY A UJA HINC,TCN STATE STRUCTURAL I-C- I-EEE CALCJLATiONS ARE TO SE SUBM- ITTED FOR C-.ODE l 5P =. i � L!ANC PRIOR TO FABRICATION CR F R- '" T ISSUANCE_ TRUSSES Ti) .BE r`IANi FACTURE')) IN A PLANT ° 1-1A• S APPriiVED L'NDER THE REQ- UIREMENTS OR SECTION 1701.7. EACH Tv(55 SHALL BEAR GLALiT• CONTROL STAMP, t`£ PER SECTION 2311.6, AS iLELL AS MANUFACTURED PLANT NAME AND ADTORESS, DE5)75 -I LOAD AND MAXIi'tUM^ SPACING:. AS PER U.B.C. STANDARD:. SEC. 2326 NS TO REORDER PLANS ES . o.. - _._ . "NS OF TO TO FR_O- :'NON = RiN) ,u.LL- S!—LLD BE C_N - -c..:. - ...R.,:5 TO 507 - AN AP R -. J_:. FA1TENER NSU CHORD _ NOT u_Af. FEN-. LAR,'NG- _.. ROOF PC ANCHORED TO RE- SIST ..: _ .:NOI -ORS C e TT BE FIELD A>_ - ',17 N WLT /4L. Ci = tiC - C. "PLISSE-3 'AL _ ✓E DETAILS AN,, DRAWINGS C SITE FOR FIELD 'NS. _C ON. 3. PROVOS S S=NED BLACKIhG- OVEN OP 14. S1-A I AREAS - .BANE OVER ash RAFTERS s 2 e. ^L. UN.C. �i..m ( ICI I. ALL EXPOSED INSULATION MATER- AiLS INCLUDING. FACING SUCH AS VAPOR 5AR.RIER.3 OR SEATHEWWED) -TAPER SHOULD LAVE FLAME 0E r5M0(5 t Y OPED RATiNG 5e. -EisA ON 25/450 OR LESS_ AS PER )55CI J A -CS. 3 ..AC. AT (��J "-' C 1... N D A ' �..:-- IN : C.:ALYA^NILD METAL_ FLASHING TO BE INSTALLED BETWEEN CONCRETE SLAB, AND LOOD MATERIAL E RIAi_ AT EX SSEICR FOfRC.i -JES AND LONL:INGS TO Rlt`s JCi57 ED 2. r,,. N)CR TE PER PADS SHOULD PIROJECT AT LEAST 6" ABOVE C.-ROUND UNLESS i ; '-ESLF2E TREATED MA ERfAL5 ARE USED AS FEW SEC 231 2 U.H.C. COPYRIGHTS CRY OF TUKWILA APPROVED JUL 2 4 199 AS NOTED c BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 2 4 1996 PERMIT CENTER Ti L 0 C) 0 CI: fA ORANL DESIGN RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET t7' 2.. P as 3• CNO = SEE P LANS' — CON :: c'r N FOC/ *NO -.3 NSTALLE-D PER '' SPF•C.',A INSTal.L.I_A TWO ‘-.C.7LDOI"...N5 CAN PR I.:3-T-L TO IT',EE FRE5 ALTERN,A7P 7 API AOLL CAN BE ...1=3ED A F. OF 3 -C.:DNa &51 (=ANEL AT FLOOR OVER CRAU,L SF4CE t, s2 ALT. BRACED WALL PANEL CFREScRIrTivE PRavi-Oirci4 5 FOR it 7 STORY BUILcu4 c,5 7,s4 TCF' PLATE 3-IEADER - 2x STUDS NAIL SREATI-11W, TO EAC71-1 STUD 'II- '• !! NAILS PEir TALE - 2 "x4 ELOCKING• AT ANY PLI JOINT 1-11,,4JC72•2 cz. UAL APPRO./ED )4OCKED-END tllOOD TO CONCRETE CONNECTORS IUITW CAPACITY (MIN) 2 7x PLATES NAIL SI-EA TO EACH PLATE (..) - et.10ECT @ ORJARYER FoIN-T5 PER SEC leofo.C.0 Hoa4.6 oVER Hot-O01-1k1 • t-.1cfrE.:E-XCEPTIor4 fo G•ORJY 5YRLICTURE. FiR 47 O 2TzR( s.'AI.JZI.....sHAL E 5HEATHEO ON EA, FACE' 2.) Al PER Pi l. 014E FIFTH pol aot.JN LIPLI Pr 4...P. E 1-a45 . *CONTRACTOR NOTE - All Dimensions Shall Be Checked And Verified Prior To Construction. —APA RATED 51-1E:ATI-III .2d e I I3AR co' . - T: TO' POSTS C2,`R 2x STUDS : -- 17, U.1/ ad NAIL5 0 -- x A.3. 2x, — 2x P.T. SILL PLATE .,50 C.AP. - STRAP ALL St-- 3E INSTALLED PER 2-1.:::::4:.;:=4;2:E-R ON 5 INCLUDING: CORNER INSTALLATION LJQ ;-tOLD,OLL:Na 2. L'5ED EAC,a--' CORNER TO RE-C,:UIRED LOAD ALTER‘..A75 =PS Otr= .a4F f,27.4`,N N -a-- 5. --.1AP -OLDOLIaNa SU31T DET.e.:IL5 FOR z ETAIL INiMt21 LATERAL RE5TRANT PANEL) F290-0110 am.uf.p. 24/0 EXP ANIEL AT FLOOR OVER PONY WALL 1-4EADER AT CORNIF:F. 2x4 TOP NAP 5I-tF4Tt-INC.7. 0 --.7..A.D. 2 - 2x 5 NAIL 70 E STUD 3d NAILS' AT 3' Of: A_L., PLATES - - 2 2x- F...LOCKINC LWCQ5 it.ONT APPROVED I 70 CC.2-NCRE C.:ONNECTORS 3500. CAPACITY (r 2x L - NAIL PL4TE. ,• DIA. .4.a. T' CC.NTINLICLIS FOC. U:SE IN END WALLS AS OWS. A FLOOR ETWEEN :FOUNDATION AND BRA"CE D PANEL, TI-IE PLYI:700D OVERLAP „IOIST AND 5ILL PLATE. PROVIDE 55)LT5 AND PL5 N4ILINC- St-tOI.I..N. IF tieEr..-., ABOVE- 'PONT J.SE DETAIL 5 • X E DETAL (24 LATERAL, REBTRAIN' r'A,\EL) BRACED Wr. PANE_ SCEOULE r).;; :a3 - ' :la,: or -,,dbotard :2 Acaa 6 (11CM) at tko" t401, po.lp c. (field) :vat-) Hoc,: , ,d1 edgc, aoits n,:ed Fnh 4 ; ,rttvrt: • Ifttlitt nt aach era; aad • "aa , flo- 4,1 aoc,,red . n.c t t,fit:ctt aaock■ng undcr and SF=1 ICT- - OP PLATE c ' - 2 - 5 NAIL ,, PLATES, - 34E - 4 , - 3,5 i54 1 • 2 - 2,4 - 7" JOINT • • — AP=QV5D POCKED-END 1.1.)00D CONNECTORS _ _ 240:,E, CAPACITY (r 7 ':-,,-,:,-.•,- ......- _* : • - o• r: _ . , _ 2 2x PLATES - NAIL 5- - _cc, -,- ' -- G ,,,,-,;-,..,... -_2,.:-..--...-,,,,, r:,-, f :.. A ..Li TO EACH PLATE _-, , .- -- :7 , d ria05 Z ; L 2�5 3 AA.C STRA:" 3/3 PLYWOOD 3/ 3o INA 3' ,., — 3x 5<c, - SJEATI-IING TO , - , E,AIDER T 2 4;0 7 L 02-) - „ • I - FOOT ,NG. OR S A E; =OF:: END S--CAIJS. :F 4 FLOOR IN511 4.N.7" SILL. :BOLTS AND COPYRIGHT::: CITY Of TUKWILA APPROVED JUL 241996 AS NOTED BUILDING DI N crry APR 2 4 1996 PERMIT CENTER F 5