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Permit 6830 - Brigadoon Ridge - Lot 8 New SIngle Family Residence
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. Brigadoon - Lot 8 5623 South 150th Place RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page Code Exemption = 8rlef E plainatoty Desclriptim Statuteftle The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 47 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. 6830 91-383 brigadoon ridge lot 8 5623 south 150th place Permit 6830 - Brigadoon Ridge Lot 8 TYPE OF CONST.: V —N UBC EDITION (year) 1988 SETBACKS: N — S — E— W— FIRE PROTECTION: ❑Sprinklers ❑Detectors X❑ N/A UTILITY PERMITS REQUIRED? C) Yes ❑ No BAR /LAND USE CONDITIONS? x❑ Yes ( Public Workst ❑ No ZONING: CONDITIONS (other than those noted on or attached to pormit/plans) WA. ST. CONTRACTOR'S LICENSE # LOTZECI14605 EXP. DATE 9 - 25 - 92 ARCHITECT Gerry Slick PHONE 840 -9802 ADDRESS - PROPERTY OWNER Lotze Worthington PHONE 462 -7122 ADDRESS 12509 Bel —Red Road 1/103, Bellevue, WA ZIP 98005 CONTRACTOR Lotze Worthington PHONE 462 -7122 ADDRESS 12509 Bel —Red Road 1/103, Bellevue, WA ZIP 98005 WA. ST. CONTRACTOR'S LICENSE # LOTZECI14605 EXP. DATE 9 - 25 - 92 ARCHITECT Gerry Slick PHONE 840 -9802 ADDRESS ZIP ¢ r. CITY OF TUKWILA Dept. of Community Development- Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: Cp3 SITE ADDRESS 5623 S 150 P1 Lot 8 APPROVED FOR ISSUANCE BY: SIGNATURE: PRINT NAME: \ \;c-kk e, ' ,. Lot ze. This permit shall become null and voi l ssuance, or if th e work is ar a CERTIFICATE OF OCCUPANCY NO. BUILDIt'G PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) DESCRIPTION B.UILDING;PERMIT FEE. l3UILDINGSURCHARGE:;:; H R SUITE # BUILDING OFFICIAL DATE: I H 4 AMOUNT RCP..T # 66 00;; r DATE: //..- y j COMPANY: LokL/ \.t0,,-r;-t„1 l wor k : is not, commenced twit �n 180 day an, one ora period • o f 180 days from DATE ISSUED: PROJECT NAME/TENANT Brigadoon Ridge ASSESSOR ACCOUNT tE 109990 -0080 e PLAN CHECK NO.: 91 -383 CONSTRUCTION - $ 107,989.00 TYPE OF L) New Building Addition ❑ Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: Construct new single— family residence. SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. SQUARE OCC. TOTAL LOAD FEET LOAD SQUARE FEEL_ TOTAL OCC. LOAD • I / ►., I A .�'. I hereby certify that I have read and e tried this permit and know the same to be true and correct. All provisions of lay 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 constructi• or the performance of work. I am authorized to sign for and obtain this building permit. romthe date ast:inspecti PERMIT NO. CONTACTED DATE READY DATE NOTIFIED BY: (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) BY: (init.) AMOUNT OWING Col • "�. ��� l o 3RD NOTIFICATION PLAN CHECK NUMBER INSTRUCTIONS TO STAFF 10 BUILDING - initill review 0 FIRE PLANNING PUBLIC WORKS 0 OTHER BUILDING - final review REVIEW COMPLETED BUILDINGr' APPLICATION TRACKING PROJECT NAME _` 00( SITE ADDRESS 6c0 57) • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans 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 ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) U FLO? '< ............... . SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. I SQUARE LOAD FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. PARTMENT ` DATE A PPROVE D 7 ; REQUIREME I COMM t�T 9 /l1 �. ZONING: BAR/LAND USE CONDITIONS? �i qP A /019/ INIT: INIT: INIT: (ROUTED) T: r, �b -31-r1 INIT: CONSULTANT: Date Sent FIRE PROTECTION: (J Sprinklers FIRE DEPT. LETTER DATED: REFERENCE FILE NOS.:. $ MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? TYPE OF CO STRUCTION: St/ S- PUBLIC WORKS LETTER DATED: _,to 3 p.aq r Date Approved Detectors (1 N/A INSPECTOR: UBC EDITION (year): �FY TOTAL OCC, LOAD SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ , c ! e II ti t PROJECT NAME/TENANT -V1 (,\\C1a OGfl H' Lc, 8 ASSESSOR ACCOUNT # ■CArra - DGg0 (commercial) L Demolition (building) 0 Other* TYPE OF New Building • Addition Tenant Improvement WORK: LJ Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: <�. n - I 1, .S (AL'Y) BUILDING USE (office, warehouse, =tc.) NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? Q No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ® No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER L,u�I2( v��D t'-�Y11�'1 /,1.i. A E0 4 4 l b , c ! e II ti t t_,t PHONE /��,L it PHONE `ltd 2 ZIP(: t /, C -S ADDRESS 1250 Cl r7( t - ef CONTRACTOR �, fa# ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # L. (.5C7 E c I .1-1( anti EXP. DATE c ,)S cc ARCHITECT 0. 1 ()' ; C� PHONE . �1 _ d ? Z ZIP ADDRESS CiTY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 DATE APPLICATION ACCEPTED PRINT NAME �•t \C c BUILDIN'J PERMIT APPLICATION DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE: : BUILDING SURCHARGE .I:.HEREBY CERTtFY. 1 HAVE AND :EXAMINED :THIS APPLICATION: AND KNOW THE SAME: BE ::TRUE AND CORRECT, AND; ,M ED y O APPLY. FOR>'iHIS;.P,ERMIT BUILDING OWNER SIGNATURE 1 _ DATE OR AUTHORIZED AGENT z c ADDRESS rk\eA r') CONTACT PERSON \A1 r.2A6 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 EXPIRES t) H - Gib CITY/ZIP `Era clg306S PHONE 4( 0 �_ - �'�y COMMERCIAL NEW COMMERCIAL BUILCINGS /ADDITIONS Completed building permit application (one for each structure) Assessor Account Number Two sets (2) of tho following:. Specifications. 7 Working drawings, stamped by :.• Washington State licensed architect, which include; Site plan . r Architectural drawings:: Structural drawings • Mechanical drawings., Elevations Civil drawings a. Landscape: plan: : . Completod utility permit :'application (one for entire project) •Six:(6) sots of ciwl drawings rl NOTE: See. utility permit application and checklist for specific utility: submittal requirements RACK STORAGE Completed building permit application 17 Assessor Account Number Assessor Account Number Two (2) seta of construction plans, which include;, Site plan Structural calculations stamped by a Washington State. licensed .: :engineer Soils report stamped bya Washington State licensed engineer Topographical survey :Energy :calculations stamped by engineer or architect. Legal description Two (2) sets of plans, which include: Building floor plan showing • Entiro space where racks will be located; • Exit: doors • Dimensions of all aisles.::': Tenant space floor plan showing rack storage layout, aisles and Completed building permit apphcation (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 NOTE 'Include dimensions of racks ( height, width and length), aisles exit ways . on plan Structural calculations stamped by a Washington State licensed.:' engineer (rack storage 8' and over). RESIDENTIAL NEW . SINGLE-FAMILY DWELLINGS /ADDITIONS II Completed building permit application (one for each structure) ;r, Legal description. .. Assessor Account Nurnber Two sets (2) of working drawings which include: • • Site plan .._.. io plan, show closesrhydrant location • Foundation plan Include access to building, showing • • Floor plan width and length o! access) :. • Root plan Building elovations'(all viows • Building cross - section Structural framing plans Washington Stale Energy Code data ��. Completed utility permit application' Six (6) sots of site plans showing utilities NOTE: Building site plan and utility site plan may be combined.' Sae utility pormit application and checklist for specific submittal requirements Additional topographical and soils information may be required if unique site conditions. SUBMITTAL CHECKLIST COMMERCIAL TENANT .IMPROVEMENTS:::;: n Completed building permit application (one for each structure or Construction details :: • Cross sections showing wall construction and method of attachment for floor and coiling, Structural :calculations stamped by a. Washington State licensed engirieermay be.required if structural work is to be done (2 sets) • NOTE /1 any utility work is to be done, submit separate utility permit application and plans REROOF :' Completed building permit application Assessor'Account.Number Narrati descnbing`existing roof, material being ( - - :ma being • installed NOTE: • A certification loiter ls: required prior to final inspection and sign • • off of rho permit s: • ' • Location .of tenant space • Existing and proposed parking Landscape plan (if :applicable ; '.i;e ;change of Use) Overall building plan • Tenant location • Use of adjacent (common wail) tenant • • Overall dimensions of building or square footage • Floor plan of proposed tenant space ANTENNA/SATELLITE DISHES • Tenant: space planwith use of each room labelled ;;' • Exit doors,; egress patterns • New walls, existing wall, and walls to be demolished. one: for:each: structure [ Completed building permit application, I I Assessor Account Number Two (2) sets of plans,_which include:. r SitePlan (showing building and location of antennalsatollite dish i l Details antenna/satellite dish and method of attachmen ri Structural calculations stamped by a Washington State:license engineer may be required Completed building pormit application(ono for:each structure n Assessor Account Number.; Two (2) sets of working drawings; which include Site :.plan •:Foundation plan • Floor :plan Roof, plan • Building elevations (all views Building ; cross- section : ?: Struciural framing plans NOTE; any utility work.Is to be done.provlde utility permit application and plans meal be submitted PERMIT NUMBER DATE ISSUED /EXPIRED PROJECT NAME/ADDRESS TYPE OF PERMIT.: DATE SIGNED; OFF wmf- 1A c3 r i < «►l 00 n Lo -E- ( (4 t -e Y hit :er 6 4 l v 5 lSo P P-a05 -v 5 _. 1 q, t.L, R-t -6 1f e)r adoor■ Lott- . Land Nic i (AL Gu rb Cut S(o3 5 lEo pi 5 '3 r :9 ara oo LO-t- '' Lt.- (--•q ( n 6(o _.3 , ►So p( ., - ca ao`�• (t) 5- ( 1Jf alr) fQ � I' n p 1 fib aa% cl J- (- Qa IA- (_ l S-ew . I - • LU aver 1.1..n6 P- ���erin j M M - P .--. 0 i t - R I !fir ado o r, Lok 5 ...._ �,�>> -q� l l ! �a I ��o�q � (fin �'( 5- l � ala -qI l l -. (- Q 1 Curb , G J�D�5� , rxcl� � � �? C� f � s_b - a�� -a� l - (- c, ` ri aC(oor� Lb 5 b 5 l � p( ` 1 5-1 -cra trck.n .6 3- at-I -4) 11. t-c I ~ . ; .. • — Lo-(- 5 SO ' 1 So p I s-eW. 5- I- ci tacr -N, aI l l r. ( -c 1 6r,► &c.1oo Lot 5 039 s t P l Water 'mite( 6- 1--c( .,. , ,. cl ( 15 r '� 01/4,a.0 h [. _ 1 L UTILITY PERMIT LOG I Karl II.W I V11.1 l I II Ij: I i el ;.1 III, i w Ili.f1V I:I•1 - f If LOW, I: /WI, ?Irma,' ; lUMV►I II 76.. VI'111716 ; W NM If 11106.6 ; MItM ;VVIl4 /. Applicant /Authorized Agent Signal li r- :� \ \ c - e �` Contact Person n , print name Address: \. ;C 1 Cae'A- ' r \:oo\ 5.1, IU Phone: 46; 1 a- . =� - P.. L0-\-7 e., Print Name: Date: `k L`2 i Phone: 4 ( 1 \ a-,.)._ Date Application Accepted: 0 r i c i Date Application Expires: 5,0 _ ,4_... CITY OF TUKWILA Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433 -0179 . : .:....:.....::.:::.::.::. :::... PROJECT Site Address: (1)2 INFORMATION Name of Project: Contractor: S(a.rile UTILITY PERM APPLICATION Property Owner: ‘--CA Z (' (. Street t'2 3OC) Sel • e - 14 - 163 Engineer: Street Address: iGl Street Address: King County Assessor Account Number: I iAgelO - p[, 80 PERMITS _` ❑ Channelizatlon /Striping /Signing REQUESTED ❑ Curb Cut/Access /Sidewalk =-- - ❑ Fire Loop /Hydr. (main to vault) - No.: Sizes: ❑ Flood Zone Control ❑ Grade/FII cubic yards ❑ Hauling ❑ Landscape Irrigation ❑ Moving an Oversized Load (El Sanitary Side Sewer - No.: ❑ Sewer Main Extension Private ❑ Public ❑ Name: l_c,1Zc /�c..lor\ \tv Co, Phone No.: 4(-i 1 Street \- O 7_)e\- c C 4�� �, S1/4:x 103 City /State /Zip: �,. t,\ e.( t.v \ «P oac WATER: •METE 'REFUND /BILLI MONTHLY SERVICE BiLLiNGS < >TO Name: • Street ❑ Water ❑ Sewer ❑ Metro ❑ Standb DESCRIPTION OF PROJECT ' >: Single- Family Residential ❑ Multiple - Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments No. of Units: ❑ Motel ❑ Tri•Iex ❑ Condominiums ❑ Commercial/Industrial ❑ Office ❑ Retail ❑ Warehouse ❑ Manufacturing ■ISCELLANEOU I NFORMATION 1 e PLAN CHECK NUMBER: ` - 1 — � s, ❑ Church ❑ Hospital Phone No.: 1-\ ft City /State /Zip: (2,' e v - y) k(T(l', Phone No.: City /State /Zip: Phone No.: City /State /Zi.: Storm Drain ❑ Street Use ❑ Water Main Extension Private 0 Public ❑ Water Meter / Exempt: - No.: Sizes' Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No • — Sizes ❑ Water Meter / Temporary: - No.: — Sizes ❑ Other: Phone No.: City /State /Zip: ❑ Other: ❑ School /College /University ❑ Other: © New Building ❑ Remodel/ Square Footage: 1��S ?� Addition Square footage of additional building space: Square footage of original building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ ••1111.11P 1 `LJCDCDV'nCD•I ICV FIJAT l LIA1 /C DCA'fl 1 LJIQ. At�171 1/�ATIPIkI 'AAIr 1161%11AI 'rL,C CAIIC_ r, OC.:'7 1 /C 'A1.lf1 F P'U7V5 09/18/90 SUBMITTAL- CHEC( .IST All site plans shall be provided in one submittal for review by the Public Works Department. Six (6) sets of plans stamped by a licensed engineer are required along with this application completed and signed by the applicant's representative. The following information is necessary for Public Works Department evaluation and approval of site plans: • All utility construction is to meet the City of Tukwila Standards • Indicate scale of drawing and show north arrow • Identify location by address or distance to nearest intersection CURB CUT /ACCESS /SIDEWALKS/ CHANNELIZATION /STRIPING /SIGNING O Dimensions O Type of surfacing - asphalt, crushed rock, etc.(and thickness) O Percent of slope or runoff direction O Size of curb cuts /location O Vehicular and pedestrian traffic facilities, including signing and striping, wheel chair ramps, curb cuts FIRE LOOP /HYDRANT O Type of pipe O Size of pipe /location O Location and type of all valves O Type of bedding and backfill materials /percent compaction O Distance from structures, storm and sewer facilities at minimum separation O Location and size of thrust blocking FLOOD ZONE CONTROL (Requirements are under Flood Ord, No. 1462 and can be obtained from the Public Works Dept.) O Lowest finished floor elevation O Contours and elevations per National Geodetic Vertical Datum LAND ALTERING (CLEARING, GRADE AND FILL) O Contour map (2' intervals) showing existing and proposed contours O Estimate of yardage, both cut and fill O Erosion control plan HAULING O Copy of Certificate of insurance coverage (minimum $1,000,000) O $2,000 bond made out to the City of Tukwila for property damages caused by activities O Route map LANDSCAPE IRRIGATION O Location of DSHS approved double check valve O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt). Clearly show whether tap is on main or domestic service O Location and type of tap O Type of bedding and backfill materials /percent compaction MOVING AN OVERSIZED LOAD O Copy of Certificate of insurance coverage (minimum $1,000,000) O $5,000 bond made out to the City of Tukwila for property damages caused by activities O Business License with City of Tukwila O Route map SANITARY SIDEr ?WER O Type of pipe - conc o.o, PVC, etc. O Size of pipe /location O Percent of slope on pipe /length of run O Connection point(s) to public O Location of cleanout(s) and test Tec(s) O Type of bedding and backfill material /percent compaction O Invert elevations at structures and junctions SEWER MAIN EXTENSION O Type of pipe - concrete, PVC, etc. O Size of pipe /location O Percent of slope on pipe /length of run O Connection point(s) to public O Location of cleanouts O Type of bedding and backfill material /percent compaction STORM DRAINAGE (including existing topography and proposed grading and surfacing) O Type of pipe O Size of pipe O Percent of slope /length of run O Location of all structures O Square footage of area to be drained, including roof area O Bedding material for pipe O Invert or flow line elevations STREET USE O Complete description of proposed activity O Map with address and outline of limits of activity relative to public right -of -way and easements O Proposed traffic control /detour (per Manual of Uniform Traffic Control Devices) O Proposed schedule (times and dates) WATER MAIN EXTENSION O Type of pipe O Size of pipe O Hydrant type and locations O Valve type and locations O Connection point(s) to existing system O Type of connection - live tap, tee, etc. O Location and size of thrust blocking O Size and location of mains, including elevations (profile) WATER METER - EXEMPT O Diagram of domestic system /tie in of exempt meter O Number /account for existing domestic meter O Size and type of material of meter and service O Site address WATER METER - PERMANENT O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt) O Location and type of tap O Type of bedding and backfill materials /percent compaction WATER METER - TEMPORARY O Address and hydrant location O Size of meter O Estimate of quantity and schedule After the Public Works Department has completed their review and the plans are approved, the applicant will be notified by letter concerning the necessary permits and requirements; an approved set of plans will accompany the letter. 11 the • tans are not a • • roved, the a. • licant will be notified b letter of necessa resubmitfal re • ulrements, Project: 13i Bn cJQOn ko+ f T of Inspedlon' �-r :DO i'n Address 3 5. /sow? 0 Date Called: R/5J q Special Instructions: Date Wanted: Requester: /� / J p $- O S(4) Phone No.: / L�l O Approved per applicable codes. INSPECTION RECORD ( Retain a copy with permit p vv. CITY OF TUKWILA 13UB1P 9- DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (030 PERMIT NO. (206) 431 -3070 ❑ Corrections required prior to approval. COMMENTS: AT) 444 G 1) (cw&c►.. (a Olt At; r � . tom.:' S w,..AP pwvn tjv.t t , M` t 1A) Cif yLrarh✓, LI AcA1034 Sum , wx aka �Qu•.v. a� c ( (- Its ()cit.".. 5 .4 r ( l \ , : S ► ! t _ , t S. GLI tk_6`1.1C 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. ate: Project: ,„ H e of Inspection: hyp e ' Address 3 cx, . 1 J co.d.2 Date Called: �. • —77..... Special nstructions, L e2 c3 Date Wanted: bi- —6.7 -9z er:),m. Requester: Phone No,: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: ' -° ecept N o .: 9x' INSPECTION RECORD (, Retain a copy with permit Dale: (206) 431 -V670 ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedulereinspection. ro ed V I Dom! b � ' � U ype o nspect on: t °� Addre Date Called: Special Instructions: Date Wanted: p ,. m � .... O v10.1 . m Requester: Phone No.: ,r 4eie 1 - CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9 8, ( ( 206) 431 -3670 ,2' Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit ❑ Corrections required prior to approval. Dale: PERMIT N ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. 9 / ® �-�.- � y �� t con � �� M 'by/ 6s A . r: ss y ,� pate ale „ , — , Spec al Instruct ons: Date anted: p _" f c p.m. Requester: /? ,� t Phone N o,: - • RI Approved per applicable codes. Inspector: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 \ 0 INSPECTION . RECORD C Retain a copy with permit PERMIT (206) 431 -3670 ❑ Corrections required prior to approval,. COMMENTS: Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: `ro ect: `.; iN I J i a d b0� ype o nspe ,, i A t�ri 4_ , Date Called: 7 / 62 0 A Addres a 3 s 156' P j- Special Instructions: AO, i IS Vila in Tint 'L Date Want d: 67o 7 1 1 PI am. p.m. Requester: tpb b Phone No.: Q 1 41 - 44 D $30,00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: INSPECTION RECORD Retnin "afcopy With permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. P ctr . Type of Inspection: s s. 3 i ! cp.1i p1 DateCafled; 6 ) 3,0_, , Spe al Instructions: Date Wanted: . /-14_ a m. . Re q ues ter:. O � Phone No,: t3 C) CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. COMMENTS: fnspector: INSPECTION RECORD Retain a - copy with permit s .(.. Ns14.erS Corrections required prior to approval. x Warne- i C, • SCk P Ocs+LT `' 1 >;1S(... 6 . Y?�rc9`'C 4.- t hS C CAM SPA Date: C f SZZ pgrivar NO 206) 431 -3670 $30.00 REINSPECTION FEE REQUIRED. ,Prior to reinspection,.fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. 40,4 4 A. 4 t VIr IBECHANICAV;VENTILATION INTEGRATED FORCED-AIRVENTILATION REQUIREMENTS IC • PROJECT: i".. bocal %En 0 641' W ' ADDRESS : s 9 , LOT # 1. INTERMITTENTLYOPERATEDOHOLE.HOUSE VENTILATION SYSTEMS SHALL BE CONSTRUCTEW FOR CONTINUOUS OPERATION, AND SHALL' HAVE AIMANUAL AND AN AUTOMATIC CONTROL, SUCH AS A:CLOCK TIMM • .1 'nr$ 2. INTEGRATED FORCED-AIR VENTIIIATION SYSTEMS SHALL HAVE A 6 INCH DIAMETER ORNEQUIVALENTOUTDOOR AIR INLET DUCT CONNECTING A TERMINAL ELEMEN7N THE OUTSIDE OF THE BUILDING To THE RETURN PLENUM OF THE'FoRCED-AIR SYSTEM. THE OUTDOOR AIR INLET DUCT'SaLBE WITH A DAMPER, OR OTHER DEVICE THAT REGULATESqAIR FLOW TO A MINIMUM OF 0.35 AIR CHANGES PER HOUR'BUT NOTGREATER THAN 0.50 AIR CHANGES PER HOUR UNDER NORMAL OPERATING CONDITIONS. THE OUTDOOR AIR CONNECTION TOiTHE RETURN AIR STREAM SHALL BE LOCATED TO PREVENT THERMAL SHOCK TO THE HEAT EXCHANGER. 3. THE FOLLOWING CALCULATIONSDESCRIBES RANGE FOR MINIMUM AND MAXIMULAIR CHANGES HOUR UNDER NORMAL OPERATING CONDITIONS: re AREA OF HOUSE X CEILING HT. XJ0.35 / 60 = MIN. CFM REQD. AREA or HOUSE X CEILING HT.')0 / 60 mx MAX. CFM REQP. THIS HOUSE: VOLUME )"3 1 "and CUIT. MINIMUM CFM. 4 .: 2212______ MAXIMUM,CFK= THE DUCT DAMPER HAS BEEN SET':&,TESTED IN ACCORDANCE WITH WA STATE VIAQ CODE TO REGULATE THE ,AIR INLET DUCT FLOW TO ... Ilr CFM . MBeHANIGAINSTALLER NAME: frt S EL ' COMPANY: frli IAA rfllLLtR , c ADDRESS : Do- r • • 4 . 70 ,60::„ - cefrr LA*1 S I GNE D : 7744 DATE : ■ fr PROJECT SYSTEN 1 Test Date: Copyright NEPP pe3 Total FPN of Vertical Readings z Total FPM of Horizontal Readings: Total FPM / Nagar of Readingr AvaraiSO eloctrAl Duct Aria C.F.N. Final S.P. ROUND DUCT TRAVERSE TEST REPORT INSULATION CERTIFICATION (THIS CARD IS TO REMAIN PERMANENTLY POSTED IN A READILY ACCESSIBLE LOCATION) THIS IS TO CERTIFY THAT IN CONFORMANCE WITH THE CURRENT TERMAL PERFORMANCE STANDARDS WASHINGTON STAY ENERGY CODE, CHAP. 51..12 WAC, REVISED 1986. AND APPROVED PLANS, I HAVE IN- SPECTED THE E=NERGY PACKAGE AND CERTIFY THAT IT HAS BEEN INSTALLED IN ACCORDANCE WITH THOSE STANDARDS IN THE BUILDING LOCATED AT: Lotze Worthintc Plan 7162 LOT 8 Adtk 3 Property ROOFS Type of Material Manufacturer 'Thickness E TERIOR WALLS Type ol Material Cert >_ri Lee d /c).C. Manufaduter Cort3inteed /o.C. TTdclmes: 6 3r4 RValue 19 (Or bade name) - - "" CEILINGS BATTS: Type 01 Malarial t'IiER(LASS BLANKET Marrufacttrer CBRTA /NTSBD 427 Sq. Fl. Covered (Or trade name) BLOWN: Typo ofMaerial Ener woo 1 Manuladtror 44 WtilsaA n2 sc r Cover R Value FLOORS Typo of Material C•?r tat n teodro • C, SLAB ON GRADE Type of Malarial Width of Insulation : Inohos FOUNDATION WALLS (if required) Tyler of Material • DUCT ANP10R PIPE INSULATION Type ofMalerid Therm.3 HEATING SYSTEM Type t l f yaiarn (Or trade name) Manufacturer Gerta1ntaod /o. C. Thtoimass a 1/4" (Or trado name) r " (Or tadu name) Manufacturer -- -- (Or lade Hamer Memfaoturor S Thk4 oso (Or trade nernej Manufacturer [3 NIGHT SETSALKC THERMOSTAT INSTALLED [] HEATING SYSTEM INSTALLED TO NO MORE THAN 150% OF DESIGN LOAD [3 cL.A2 x - ALL GLAMNG INSULATED GLASS OR STORM WINDOWS PROVI D WATER HEATERS - ASHRAE f/ A-00 LABELED WATER ROW RESTRICTORS - ALL SHOWERS L* 4rrEA TO 3 GPM [� INFILTRATION • DOORS er WINDOWS WEATHERSTRIPPED OR APPROVED BY ASTM 293 - 73 YJFILTFIA1 • ALL OPENINGS IN EXTERIOR WALLS CAULKED OR SEALED [] FIREPLACES • OUTSIDE AIR VENT (St < SQUARE INCA -IIrS) WITH DAMPER TO FIREBOX SLAB T}- mpiviAL BREAK SATED VAPOR BPJ F P S • INSTALLED PER CODE U MARKS (if desired) I CERTIFY UNDER PENALTY OR PERJURY UNDER THE LAWS OF THE STATE OF WASHINGTON THAT THE FOREGOING IS TRUE ANO CORFIE I'. GeneralCrn*r or (Builder) IrG,•r0.T •c • BY Dslo and F'I.tcw By 1TZG11Aa.LD Dale and Flare 422 Sub - contractor (Insulation Applicator) l nsu l guard (insulation, Masornni, Wu.) (stale'SN '.it san as General Contractor) Mmulaoturer Thlohroso R Value Fnercon Thickness R Value Thiclrit s 10^ R Value 30 11 1/4 No. Baga 24 Thickness R Value CaurRy Dld Pennil to R Value 19 1 1/4 RValue 3 Input Ot put Contrado ?t Rep, No, u;' C ` .1 G TIIo S L-CP✓.Qa/ Contractor's Flop, No. INSN. • • 11 UCH Title OWNER Project: a . . Type o nspe ion:. - "Q Address: Date Called: — 'et Special Instructions: r ° ' Date Wanted: 31-''2. 1 11)p.m. Requester; Phone No.: r,. INSPECTION RECORD Retain a copy with permit CITY OF. BUILDING DIVISION 6300 Southcenter,Blvd., #100, Tukwila, WA 98188. Approved per applicab e codes COMMENTS: ; inspector O Correctiortequired prior, to approval (p PERMIT No/ (206) 431-3670 C7 •530,00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cail'to schedule reinspection. mate: p o.: ro ect: F ;244.6, ori>csisuN ype 0 lisp° on : :=i.ss IA (..1411 ....) Address: Date CalIed: . Special Instru ctlons:, CA , t Date Wanted: Requester: phone Nr).: 1 ... INSPECTION RECORD Retain a copy 'with perm(t INSPECTION NT CITY OF TUKWILA BUILDING DIVLSION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. ' 0 Corrections required prior to approval. • COMMENTS: ,;; Inspector: Date: 1 .Recerptlio,: 72te: 0 $30.00 REINSPECTION fEIREQUIRED. PflArto reinspection, fee must be paid at • •.' 6300 Southcenter Blvd., Suik016. arradliVoiGle reinspectIon. / ~ ype o nspe « . rues% pec al Instructions: Date Wanted: ? J 9 2Atm 410 Requester: 6 Phone No,: , q i // r- te '7`4r . 3 PECTION Nb. °INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 C7 - Approved per applicable codes. •COMMENTS: eceip N o,; Corrections required prior to approval. nspector: $30.00 REINSPECTION FEE REQUIRED. Prior to reinspeotitin, tee mus be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. "Date: (206) 431 -3670 erf ct:� -doo,J e J $ - Type o(Inspection: pr ess d 3 5 / / Date Called: , �� p� c p Q Specie Instructions: Date Wanted: 0 / a p.m. Requester: hone No P,/ ' 9 y Inspector: (. INSPECTION RECORD Retain a. copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. 4 Corrections required prior to approval. COMMENTS: r mAk Date: .. i� ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Date: ro e' t t 0 . t/� E i , H ype o nspeaion; � f . �Trre-,. y f• -.,. • �} f' �• a e•: Z i 9 • _ « • tfislr�t Date Wanted : Gi „..,1 Requester.' T, Pno No.: 4 im, Approved per applicable codes. COMMENTS: Inspector: ' t r 11 C ., INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Corrections required prior to approval. Date: re. 2 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectIon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. 'ro ect :. 13( IC& 00 ) I `tcho y pa o nspect on Ru4e �da-,ii,n.. / 1 Date Called: Add ' Special Instructions: 4,I1 c) g Date Wanted: 1? — ) ( '- q 1 a p.m. Requester: et) ft-- Phone No.: 9 ' ! I /0 INSPECTION • •RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -36 Approved per applicable codas. O Corrections required prior to approval. COMMENTS: nspector: O $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule relnspection. I Receipt No.: Date: ro e : ir , ,7,57,, ---- / ( ' l'' ype ot Inspection: -- _ lit • siress: , )6 p 1:te a 13.: ) 7.... p _, c;) Special Instructions: 04- 'k% 81,1-ve,44uic);361i:opm Date Wanted: 1— II# al .. Reque Mime N°.: 4403 r . ()INSPECTION RECORD, Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 _Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ' • PER (206) 431-3 Inspect t/ Date: o 14 4,7 $30.00 REINSPE TION FEE REQUIRED. Prior to reinspection, fee must be paid at ! 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No,: Date: "-"Fr=1.7,r.17171i • • • Project Name r 5 . 0 1 ("- Address ,- Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 Needs shift inspection TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM LICY...)/k Reath cui4nt inspection schedule Approved without correction notice Approved with correction notice issued z Gary L. VanDusen, Mayor Control No.W_31 Permit No. 6477- ''t. ..,----- ..i.... .....„ 144.- •O 572— • Au eS e Date (2, 2 . etW e t q.' atur , . . . FINALAPP.FRM T.F.D. Form F.P. 85 shearwall requirements lower floor plan crane design lotze worthington plan 7162 jan v rohlik lateral design structural calculations wind analysis frame structure wind loading wind . conservation 1) STORM DRAIN AND SEWER AND LER BEDDING SHALL 13E CLASS "13" SANK RUN GRAVEL 2) MIN. COVER TO 0E 12" ON ALL UTILITIES 3) PIPING MATERIAL FOR DRAIN, WATER AND SEUJER LINES TO MEET TUKWILLA CITY STANDARDS 4) TOTAL DIRT MOVEMENT TORE APPROX. 100 YDS. PROVIDE SILT PENCE AND STRAW AS NECESSARY FOR EROSION CONTROL. 10/41:7001 S1 PLAN 1162 0 10 20 2 Lei 1 :20 11/04/91 I6 40 I:1I1 == LEGEND &" + PVC SANITARY SEWER 4" t PVC SANITARY SEWER SERVICE 0" + D.I. CLASS E2 WATER MAIN 3 4" • WATER SERVICE 12" o RCP. STORM DRAM 4" ♦ PEI. FOOTING DRAIN 4" t SOLID PVC ROOF DRAIN PROPERTY LINE PROPOSED TOPO LINE EXISTING TOPO LINE 30" UTILITY TRENCH 1•O1tZ- WORTHINGTON COMPANY // \� CAt1I1 Ei ,8#f . .13e. 3b9 • 61bA" 200 12809 13EL -RED ROAD SUITE 103 13ELLEVUE, IUA 98005 462 -1122 Z' 1 V ST FFJ- .�. �.... r..n n ....•an. a_,t_ea__ 1. tyl..._.o l.. .., n1-0r0w rn liL A. •I r_ CA _I r_._._ II A ea et".•902. [id8_a44a. IAI 44 ■ CATCH SAWN SANITARY SEWER MANHOLE FIRE HYDRANT ASSEMOLY ®Q GATE VALVE ASSEMOLY f' CONC. THRUST ISLOCKJNG STREET LIGHT M.P.E. MINIMUM FLOOR ELEVATION MBE. MINIMUM SEWER ELEVATION M.R.D.E. MINIMUM ROOF DRAM ELEVATIOt MPD.E. MINIMUM FNPN. DRAM ELEYATIOS CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -383: Brigadoon Lot 8 5623 S 150 P1 PHONE N (2061) 433.3800 THE FOLLOWING COMMENTS APPLY TO AND BECOME ARTT�-OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER lY . 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping'(296- 4732). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. 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. 7. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 8. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1991 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 9. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. any L. Va,Duscn, Alnyor Brigadoon Page 2 10. All wood to remain in placed concrete shall be treated wood. 11. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED x 1 Footings 431 -3670 x 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 x 4 Shear Wall Nailing 431 -3670 x 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 x 7 Framing 431 -3670 x 8 Insulation 431-3670 9 Suspended Ceiling 431 -3670 X 10 Wall Board Fastening 431 -3670 11 12 13 X 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 X 16 PUBLIC WORKS FINAL 431 -3670 R 17 BUILDING FINAL 431 -3670 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 5623 S 150 P1 Lot 8 BUILDII'3 PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place SUITE NO.: BUILDING LOS5 PERMIT NO. DATE ISSUED: PROJECT: Brigadoon Ridge CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SE_ INSPECTION PROCEDURES AND REQUIREMENTS OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296-4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 5- I All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are In place. 3. SLAB - If structural slab or if underslab insulation Is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping Is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 09/14,90 f LAN REVIEW COMMENTS Plan Check No.Rfr 353 Project: No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. D Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, Including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be Inspected by that agency (277- 7272). C) All mechanical work shall be under separate permit through the City of Tukwila. 0 All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. C9 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. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given In the soils report prior to final Inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). r�mAll construction to be done In conformance with approved plans and !! requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, / ,� shall be special inspected. .' All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. 2 4. Validity of Permit. The Issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. REQUIRED INSPECTIONS 1. Footings 2. Foundation 3. Slab /Slab Insulation ii 4. Shear Wail Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney *,l 7. Framing V 8. Insulation 9. Suspended Ceiling 54 10. Wall Board Fastening 11. 12. 13. 14. Fire Final 15. Planning Final %go 16. Public Works Final 17. Building Final f LAN REVIEW COMMENTS Plan Check No.Rfr 353 Project: No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. D Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, Including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be Inspected by that agency (277- 7272). C) All mechanical work shall be under separate permit through the City of Tukwila. 0 All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. C9 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. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given In the soils report prior to final Inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). r�mAll construction to be done In conformance with approved plans and !! requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, / ,� shall be special inspected. .' All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. 2 4. Validity of Permit. The Issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. REQUIRED INSPECTIONS September 30, 1991 Robert.Benedicto City of Tukwila, Planning Department 6200 Southcenter Boulevard Tukwila,... WA 9813S Re: Brigadoon Ridge We propose to comply with the ventilation and indoor air. quality code at this project in the following manner. 1) Install Broan Model 360 Mxhaust Fan in the hall bath. The fan will, have a minimum 5" duct, a maximum of 50 feet of run and a maximum of 3 elbows. The duct will be insulated to a minimum of R-4 and connected to 'a roof jack or wall cap. The fan will be controlled by an automatic control with a manual switch. The Braop Model 360 Fan has a sone rating of 1.5 and a C. F.?!. rating of 100 at .25 inches of water gauge. '2) Fresh air wjli be providod thru the forced-air heating system. A motorized damper will be installed to regulate the flow of .exterior air into the structure when the fan is engaged: . The duct will, be 6" in diameter and be insulted to a minimum of R-4. The motorized damper will limit the .air flow to .35 to .50 air changes per hour. Thank you, 1 N N ka_ !tickle Lotze I .09'741 • WOI:TI NOTON CON I ['NY IN( RECEIVED tp, ITY OF TUIONI C O CI 2 1991 PERMIT CENTER p:Nr,i; A 1, CowitAcTolt • I 1 io,NT 1:!:109 I 11:1 I1 I:(),\ I); SLIM'. 105 • \‘'.A 98005 • (i),011) -III:2.71:22 • IoAxi:2001.1.5-1-:207:1 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 October 30, 1991 Lotze Worthington 12509 Bell -Red Road Suite 103 Bellevue, WA 98005 SUBJECT: Brigadoon - Lot 8 at 5623 S. 150th Place Single Family Residence Site Plan Approval/ Utilit Permit A••roval Plan Check No. 91 -383 Dear Sir: PHONE # (206) 433.1800 Gary L. VanDusen, Mayor Public Works Department has reviewed and approves the site plan for the subject development. This site plan approval, including stamped engineers letter, shall conform to all requirements of the approved plat. You are referred to other City departments including Fire and Community Development for any other approvals and requirements. Prior to beginning any work, your contractor shall verify storm and sewer stub elevations. Please call Denise Millard, Permit Coordinator at 431 -3672, to have the following permits prepared for pickup: 1. Land Altering Permit - 100 Cubic Yards (Permit Fee = $37.50) Land altering activities, including temporary erosion controls will be per stamped engineers letter and approved plans. Necessary temporary erosion control measures shall be taken to assure no downstream flows /siltation occurs as a part of your development for life of construction /restoration. 2. Storm Drain Permit (Permit Fee = $25.00) This storm drain installation shall be per the requirements of your geotechnical report and a Soils Engineer of Record for the Brigadoon Development and requirements. 3. Curb Cut /Access Permit (No Fee) This permit has been covered through the original plat approval. Access shall be provided at existing constructed apron. 4. Sanitary Side Sewer Permit (Permit Fee = $30.00) Contributions to public mains have been provided Sin, through the original development and plat approval process. Therefore no special assessment fee is required. 5. Water Meter, Permanent - 3/4" (Total Permit Fee = $260.00) (Regular Connection Charge - $60.00; Installation Deposit - $150.00; Plan Check fee - $10.00; Inspection fee - $15.00; Turn on fee - $25.00) It is noted that under the original plat approval, service to and the meter box have been provided and turned over to the City. Therefore, it will not be necessary to fill out the Bill of Sale side of this permit for your project. Contributions to public mains have been provided through the original development and plat approval process and therefore no special assessment fee is required. General Conditions: Prior to beginning any work, the developer shall take photos of all curbs and gutters, sidewalks, aprons, street lights, pavement and street signs. Provide a copy of photos for the City's inspector with an engineer's report identifying the condition of the existing infrastructure. Prior to obtaining the permits the developer shall provide the City a certificate of insurance for $1,000,000 naming the City and a bond for $ 15,000 to cover any damages to the public infrastructure. Please note this infrastructure is now under the one year warranty period under the prior development contractor. The Developer shall provide a letter to the prior contractor notifying him of the scope and nature of your work and time frame when you'll be utilizing the street area. Upon completion of your work, a final report shall be submitted by your engineer (including pictures) indicating any damaged infrastructure resulting from your construction activities. The Developer shall provide 100% inspection and monitoring throughout life of construction phase to assure no downstream silt or water damage occurs to public and private properties. You are required to fill out the attached Residential Sewer Use Certificate and forward copies to METRO. If you have any further questions regarding this matter please call me at 433 -0179. Phil Fraser, Senior Engineer xc: Greg Villanueva, Denise Millard, METRO, Read File Development File: Brigadoon Enclosures: PF /amc:9:brig 1) STORM DRAIN AND SEWER ANIC...,ATER BEDDING SHALL BE CLASS "0" BANK RUN GRAVEL 2) MIN. COVER TO BE 12" ON ALL UTILITIES 3) PIPING MATERIAL FOR DRAIN, WATER AND SEWER LINES TO MEET TUKWILLA CITY STANDARDS 4) TOTAL DIRT MOVEMENT TORE APPROX Imo YDS. PROVIDE SILT FENCE AND STRAW AS NECESSARY FOR EROSION CONTROL. L.o1S 1:31;e10140001 PL.AW 1162 LEGEND _ w a== == 110 • leto • 1 a" 4' PVC SANITARY SEWER 4" b PVC :SANITARY SEWER SERVICE a" 4 D.I. CLASS 52 WATER MAIN 2 4" 4 WATER SERVICE 12" a RCP. STORM DRAM 4" 4 PEW. FOOTING DRAIN .4 4 SOLID PVC ROOF DRAIN PROPERTY LINE PROPOSED TOPO LINE EXISTING TOPo LINE 30" UTILITY TRENCH 1017S-WORT NG 1ON COMB 4 T C.at9413.es4R ..... - - - II ./ 7. � (ter( h 111. 14 t - ., - .f"F A.. L.t1 .. -.1.114 ON n •••. .10.1/.1 in 111_ .1.- _._..-. I .- . -.__ii _. _.. _ ..i .. ■■ ... al . RECENT. CIT`f OrTLIVVIUk 200 u C T 3 U 't PERMIT CENTER CATCH BASIN SANITARY SEWER MANHOLE FIRE HYDRANT ASSEMBLY 1>Q GATE VALVE ASSEMBLY P CONC. THRUST BLOCKING O--a STREET LIGHT MFE. MINIMUM FLOOR ELEVATION M .5E. MINIMUM SEWER ELEVATION MRD.E. MINIMUM ROC DRAIN ELEYATIc MPD .E. MINIMUM NON. DRAIN ELEVATIC 12809 E.EL -RED ROAD SUITE 103 BELLEVUE, WA 98005 .4E,2-112,2 nn .1 II, AA temporary erosion plan silt fence placement Lotze Worthington Company temporary erosion and utilities recommendations and conclusions driveway locations Mutu Bellevue Financial C( ASSIGNMENT OF ACCOUNT /D /?/ ank Officer for Washington Date Mutual Savings Bank Date 10525 NE 6th Telephone: P.O. Box 426 (208) 464 -4855 Bellevue, WA 98009 This assignment is for the purpose of fulfilling a requirement between City of Tukwila and Lotze Worthinoton Company Inc. The undersigned does hereby assian, transfer and set over unto City of Tukwila all right, title and interest in and to s15.000.00 (Fifteen thousand Dollars and no cents) of Account No. in the Bellevue Main Financial Center of Washington Mutual Savings Bank, in the name of Lotze Worthinoton Company Incorporated. with full power and authority to demand, collect' and receive said deposit and to give receipt and acquittance therefore, for the uses and purposes prescribed by City of Tukwila. It is understood and agreed that Washington Mutual Savings Bank holds the said account in its possession and agrees to hold $15,000.00 until a release of this assignment from City of Tukwila is received. Signed ` and dated at -2 1 ,.. 44.4.:, , Washington, this .2 4 day of O.t v 19 ACCEPTANCE The designed hereby accepts the foregoing ASSIGNMENT OF THIS CERTIFICATE IS ISSUED AS A MATTER OF ONLY AND COMPANIES AFFORDING COVERAGE COMPANY Liu A AMERICAN STATES li COMPANY B iii .0 i/ 1 4 =.mod �� c "i r DA IN ACTIVITY LOG COMMENTS Atr, 1)4 ' yo e DATE k U ` Z) CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * PROJECT NAME ADDRESS 1 n I CONTACT PERSON SUBMIT! 'ED TO: PHONE ` ''"I t Z Z RECEIVED CITY OFTUKWIIA OCT 2 bbi PERMIT CENTER ARCHITECT OR ENGINEER PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER , ( Al- 36 a- ,3 2, 3E3 ii L. ?1 gv, a 1I.0 21 TYPE OF REVISION: 1 AA Ir\'DrAr - 4 &0c "\•°•'llciv. CkS re cb ?)erj -,Q. rl F gc't'p SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. September 30, 1991 Robert Benedicto City of Tukwila, Planning Department 6200 Southcenter Boulevard Tukwila, WA 98188 Re: Brigadoon Ridge We propose to comply with the ventilation and indoor air quality code at this project in the following manner. CITY OF RECEIVED OCT 2 1991 PERMIT CENTER 1) Install Broan Model 360 Exhaust Fan in the hall bath. The fan will have a minimum 5" duct, a maximum of 50 feet of run and a maximum of 3 elbows. The . duct will be insulated to a minimum of R -4 and connected'to'a roof jack or wall cap. The fan.will be controlled by an automatic control with a manual switch. The Braon. Model 360 Fan has ,a sone rating of 1.5 and , a C.F.M. rating of 100 at .25 inches of . water gauge. 2) Fresh air will be provided thru the forced -air heating. system. A motorized damper will be installed to regulate, the flow of exterior air into the structure when the fan is engaged. The duct will be 6" in diameter and be,insulted to a minimum,of R -4. The motorized damper will limit ;the air flow to .35 to .50 air changes per hour. I.(YP•F1 • WORTL-IINCiTON COMPANY INC, (..1 ±N 1:12 .1 . (MN!1'L AC..4`C)12 • 1' lt:AI. Th. i,`N1 i 1.:vg I..UYAIPIMP 172:509 131 +:1.•WI 1) ROAD, SUP 10;3 • 131t:14.I.vul„ WA 0800' • (.200) =(02- 71.:2.• I(. ».(200) 454=2073 WATTSUN 5,1 Homeowner: Same Mail: | The PROPOSED design | COMPONENT PERFORMANCE | GNEPGY BUDGET = REFERENCE DESIGN Component Floor Glazing @15% Doors AG Wall Ceiling lnfiltration 'Component Floor Glazing 0. Doors AG Wail Ceiling Infiltration Struc Mass FILE: C:\WATTSUN5\PLAN7162.WS Site: Briqadoon Ridge Tui<willa, WA PROPOSED DESIGN COMPONENTS 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 39/03/�� Description. ===================== REFERENCE 389 9.05 R19 vented Joist 16oc 2G1 Vinyl 1/2" Wood 1-3/4" solid oane1 R19 INT 11-11 R30 blown Attic STD baffled Standard Air Sealing Light Frame, Sheetrod; walls ~ -------------~---~ Analyst: jurisdiction: Tukwilla. WA Utility: Floor Area: 1652 ft2 Builder: Lotze-Worthington Company Weather Data: Seattle, WA Address: 12509 Bel-Red Road Suite 103 Climate Zone: 1 *COMPLIES* with 1991 WA State Energy Coos. PROPOSED 353 Btu/hr-F 7°88 kWh/ft2-vr Reference Value X Value � U-0.04l U-0.54(' U-0~390 U-0.061 U-0~03p ACM-0.35C HOUSE ID: Plan #71.62 1112 234.0 20.0 2182 1112 13997ft3 ------------ Area = UA 1112 45.6 247.8 L,7,1.1. 20.0 8^(' 2166. 154.4 1112 40 • �eference UA 389 Area = UA Proposed UA 35� M-3.000 1652 4956,0 -' -------���[N�0��--- O CT ~� � ��� � v^v u ���» PEgMITCENT Items in Parentheses not included in COMPONENT PERFORMANCE tohais" ===================================== paoe ==================================== WATTSUN 5.1 FILE: C:\WATTSUN5\PLAN7162.WS HEr TItIG /cooLIr e/ VEPITII.AT1M i SYSTEMS Heating System 'type: Mailer. Model: System Efficiency: M o d i f i e d E f f i c i e n c y : Heating Load tat; 44F dti : System Size: I.1a)ti mum Size «150 %: Average Annual Heat: (- Annual Cost: Ventilation Type: Option:- Cooling Lcraci (a t 4F d t;) : Recommended Size C125;:t Solar Access: PROPOSED LIJC;T SYSTEM SUPPLY F'L. `{ RETURN GLAZING ORIENTATION South: Southeast: East; Northeast: 1991 WA STATE E ENERGY CODE COMPLIANCE REPORT 0 F'ROF'OSEIi 58.5 ft2 0.0 56.5 0. F'ROPOSEL) Gas Furnace Payne 376can 04c :ris/ 00 22965 Ir•:r t o/ h i 2'5 rttu, hr 34440 lttu;'hr ,,L. M13 61 Non-Heat Recovery Option 1 19992 Stu/hr ..... tons P a r t i a l l y Shaded Location • Avg R':alue Surface Area Vented c; rawJ.soacr R- 8.0 311.8 ft2 Vented drawlspacc• R- S.0 62.4 ft ;:. North: Northwest West: Southwest: PROPOSED 58.5 ft2 0.0 53.5 0.0 HOUSE ID: Plan rt 1. 2 Economic and energy consumption estimates are designed or ctamoarati'•e purpeses only. Actual cost for heat;iny wi11 vary iJependinci on wea condition =., occupant lifestyle and other factors. ==.. paw:. . 2 ================================ Homeowner: Same Nail: The PROPOSED •deszgn COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing (215% Doors AG Wall Ceiling Infiltration WATTSUN 5,1 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 39/03/9) FILE: C:\WATTSUN5\PLAN7162.WS HOUSE ID: Plan #71.62 Lite: Bri4adoon Ridge : Tukwilla. WA Builder: Lotze-Worthington Company Weather Data: Seattle, WA Address: 12509 Bel-Red Road Suite 103 Climate Zone: 1 PROPOSED DESIGN COMPONENTS Comoonent Floor Glazing @14% Doors AG Wall, Ceiling Infiltration Struc Mass *COMPLIES* with Description 1491 REFERENCE 389 9.05 . R19 vented Joist 16oc 201 Vinyl 1/2" Wood 1-3/4" solid oanel R19 INT T1-11 R30 blown Attic STD baffled Standard Air Sealing Light Frame. 8heetpock walls Floor Area: 1652 ft2 Analyst: jurisdiction: Tukwilla. W4 Utility: WA State Energy Code. PROPOSED 353 Etu/hr-F 7.88 kWh/ft2-;r Reference Value X Area = UA Value -------~-------------~------ Reference UA U-').041 U-0.54V U-').390 U~0.'061 U-0.036 ACH-0.350 M-3.A00 1112 45.c 247.8 it7,1.1 20.0 8.(' 21b8 111Z 40.(' J89 X Area = UA 1112 45.6 234.0 7 '0.0 2182 1112 13997ft3 126.4 7.8 133.1 4(>.0 ( P9,7) ____________________________ Proposed UA 353 1652 4956.0 RECMVED ------------_----- ----------~�------------------------------ EN --- OCT � 2 ��� �^^v � x�v PERMIT CENTER Items in parentheses not .included in COMPONENT PERFORMANCE totals. ------=============================== Page 1 ================================== WATTSUN 5.1 •1991 W(1 STATE ENERGY CODE COMPLIANCE REPORT iJ ;',103/91 FILE: C:\WATTSUN5\PLAN71462.WS SUPPLY RETURN HEATING /COOLING /VENTILATING SYSTEMS Heating System 'type: Make: Model: System Efficiency: Modified Efficiency: Heating. Load iat 44F dt) : System Size: . Maximum Size 01S0 %: Average Annual Heat: Annual. Cost: Ventilation "type: Option: PROPOSED DUCT SYSTEM GLAZING G ORIENTATI JN South: Southeast: East: Northeast: Vented crawlspacer PROPOSED 8.:5 ft2 0.C.) 581.5 PROPOSED Gas Furnace Payne 80 .. 63 % 22965 Stufhi 2965 E1buihr ,4:1.:1.9 D'1;ui hr Cooling Load iat 4F dt) : 19992 Recommended 5i'::e (?:125".. ... Non --Heat Recovery Option 1 St,urhr° tons Solar Access: Port i..1 1' Shaded . Nor^th: Northwest: West: Southwest: Location Avg R a Lue Surface AreA Vented crawlspa(cr . F;•- €3. 0 '011.8 ft2 N. 8.0 62.4 f t y. PROPOSED .58. 5 ft: 0.0 58.5 0.0 HOUSE_ ID: Plan 0716 Economic and energy. consumption estimates are dt~si lined ,ror•..cramr,arati tine purposes only. i ct'.ta.l cost for 'heating will vary deapencii.ncr 'ran, weather conditions, occuoant 1ife:tyie and other factors.. = _..._.» TS; .._.__._ w._ct =. ..... »z4_. -,== . =a»=== . .. =_sr »:art . P ;Ag01 2 ...._,...eta === ...» - =: wY= c.:.. »_. ,.»..... = = WATTSUN 5.1 1991 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: Cx\WATTSUN5\PLAN7162.W5 HOUSE ID: Plan #7162 Site: Bri4adoon Ridge : Tukwilla, WA Homeowner: Same Mail: Analyst: Jurisdiction: Tukwilla, WA Utility: Floor Area: 1652 ft2 Builder: Lotze-Worthington Company Weather Data: Seattle, WA Address: 12509 Bel-Red Road Suite 103 Climate Zone: 1 The PROPOSED design COMPONENT PERFORMANCE ENERGY BUDGET «COMPLIES* with 1991 REFERENCE 389. 9.05 WA State Enepoy Coos. PROPOSED 353 Btu/hr-F 7"88 kWh/ft2-:r ======================= ============================================= ===== = REFERENCE DESIGN Component Floo|` Glazing, @15% Doors AG Wall Ceiling Infiltration PROPOSED DESIGN COMPONENTS Component Floor Glazino 0114% Doors AG Wall Ceiling Infiltration Gtruc Mass [tems in Description ---------~ R19 vented Joist 1boc 2G1 Vinyl 1/2" Wood 1-3/4" solid oane1 R19 INT T1-11 R30 blown Attic STD baffled Standard Air Sealing Light Frame" Sheetrock walls Parentheses not included in COMPONENT Reference Value X Area = UA U-0.041 1112 45°o ;2:47.8 Lit)1.1 1 1-0°4V6 20,0 8.0 U-0.062 ;2168 U-0.036 1112 40,0 -- ~- ReferenceUA 389 N. ••••. ^ . . Value X Area = UA U-0.041 1112 45.6 U-0,540 234.0 126.4 U-~0.390 • 20.0 7,8 U-0~061 2182 133.1 U-0.036 1112 40.0 ACH-0°350 13997ft3 ( 89^7/ Prpoqsed UA PERFORMANCE totals., ~---------'-~-~ 353 11-3.000 1652 4956,0 • ~ - RECMVED trITOPTIVNIA------ OCT � 2 ��� ��" °� ��` _~= ____ ------===============================Pege 1 =================================== WATT5UN 5.1 1991 WA STATE ENERGY CODE COMPLIANCE REPORT �9/03/91 FILE: C:\WATT5UN5\PLAN7162,W5 HOUSE ID: Plan 471.62 =============================== HEATING/COOLIN8/VENTILAT1NB SYSTEMS Heating System Type: Make: Model: System Efficiency: Modified Efficiency: Heating Load<at 44F dt>: System Size: Ma:imum Size @150%: Average Annual Heat: Annual Cost: Ventilation Type: Non-Heat Recovery Option: Option 1 Cooling Load(at 4F dt/: i9992 8tu.'hr Recommended Size @125%n 2.3 tons PROPOSED DUCT SYSTEM' SUPPLY RETURN GLAZING ORIENTATION South: Southeast: East: Northeast: Solar Access: Partially Shaded Location Avg Rva1ue Surface Area ~-----~-----------------------------~------------ Vented crawlsPace R- 8.0 ft2 Vented o"aw]space E- 8.0 6:1°4 ft2 PROPOSED 58°5 ft2 0.$ 58.5 0.0 PROPOSED Gas Furnace Payne 376can048075/ 80 3 22965 Btu/1'1r 1;2q65 8tu/hr 34448 Btu/hr 64 MBtu 3b1 North: Northwest: West: Southwest: PROPOSED 58°5 ft2 0^0 58.5 0.() Economic and energy consumption estimates are designed for comoaratixe Purposes only. Actual cost for heating will vary depending on weather conditions. occuoant lifestyle and other factors, ====================================== 2 ==================================== PLAN REVIEW NO. 91 -382 PROJECT : ADDRESS: September 19, 1991 BUILDING DIVISION BRIGADOON RIDGE : LOTS 8, 5, & 14 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 91 -384 CONTACT: MICKIE LOTZE The following corrections and /or clarifications are required to complete the plan review. Please respond to the listed comments in itemized letter form, and submit two copies of corrections or additional information developed. 1. AS OF JULY 1, 1991, THE VENTILATION AND INDOOR AIR QUALITY CODE (VIAQ) IS IN EFFECT. THIS CODE REQUIRES A MECHANICAL VENTILATION SYSTEM IN ALL NEW CONSTRUCTION OF RESIDENTIAL OCCUPANCIES. VARIOUS METHODS ARE AVAILABLE TO PROPOSE COMPLIANCE. THE PROPOSED, METHOD MUST BE SHOWN ON PLANS. 2. GROUND COVER AT CRAWL SPACE TO BE SIX MIL. BLACK POLYETHELENE. REVISE NOTE AT FOUNDATION PLAN. W.S.E.C. SEC. 502.1..6.7 3. PROVIDE DETAIL AND NOTES ON PLANS TO SHOW HOW ATTIC VENTILATION WILL BE ACCOMPLISHED AT VAULTED CEILING AREA. 4. CRAWL SPACE ACCESS OPENING IS REQUIRED PER U.B.C. SEC. 2516 (c) 2. SHOW PROPOSED LOCATION ON FOUNDATION PLAN. 5. A FIRE RATED OCCUPANCY SEPARATION' IS REQUIRED BETWEEN THE DWELLING AREA AND THE GARAGE AS PRESCRIBED IN U.B.C. SEC 503 (d) EXCEPTION 3. IN ADDITION, WHERE THE OCCUPANCY SEPARATION IS HORIZONTAL, STRUCTURAL MEMBERS SUPPORTING THE SEPARATION MUST BE PROTECTED BY EQUIVALENT FIRE - RESISTIVE CONSTRUCTION. NOTE ON PLAN THE METHOD OF PROTECTING GLU -LAM BEAM OVER GARAGE AREA. 6. RE: ROOF FRAMING PLAN, SHOW PROPOSED END BEARING FOR 2 X 12 HIP BEAM (AT VAULTED CEILING AREA). CLARIFY PROPOSED LOAD PATH. 7. PROVIDE NOTE TO PLANS TO SHOW PROPOSED METHOD OF ATTACHING BRICK VENEER TO FRAMING. METHOD MUST COMPLY WITH U.B.C. CHAPTER 30. September 19, 1991 PLAN REVIEW 91 -382, 91 -383, 91 -384 PAGE 2 8. FOUNDATION ANCHOR BOLTS ARE REQUIRED TO BE EMBEDED A MINIMUM OF 7" INTO CONCRETE. TEN INCH LONG ANCHOR BOLTS CALLED FOR AT DETAILS WITH MULTIPLE SILL PLATES, WILL NOT PROVIDE THIS EMBEDMENT. INDICATE APPROPRIATE LENGTH BOLTS. 9. PROVIDE STRUCTURAL CALCULATIONS TO QUALIFY THE PROPOSED LATERAL BRACING DETAILS. CALCULATIONS TO. BE PREPARED BY A WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT. 10. DELETE REFERENCE TO NORTHWEST ENERGY CODE FROM PLANS, AND REVISE CONSTRUCTION DETAILS AS REQUIRED TO SHOW PROPOSED THERMAL INSULATION REQUIREMENTS AS SHOWN ON ENERGY CALCULATIONS SUBMITTED WITH THIS APPLICATION. 11. GENERAL: DELETE OR NOTE N/A ALL DETAILS, THAT ARE NOT APPLICABLE TO THIS CONSTRUCTION. 12. ENERGY CALCULATIONS PROVIDED ARE BASED ON A 1559 SF DWELLING. THE PLAN SUMMARY INDICATES A 1652 SF DWELLING. PLEASE CLARIFY WHICH IS THE CORRECT BASIS AND SUBMIT AMENDED ENERGY CALCULATIONS. IF CALCULATION BASIS IS INCORRECT. PREPARED BY: ROBERT.BENEDICTO, PLANS EXAMINER * D.C.D - BUILDING DIVISION * PLAN REVIEW * PLAN REVIEW NO. 91-382, & 91 -384 PROJECT NAME: BRIGADOON RIDGE LOT.5, PLAN 7162 LOT 8 , _PLAN 716 2 LOT 14, PLAN 7162 DATE: September 18, 1991 OCCUPANCY GROUP: R -3, SINGLE FAMILY RESIDENCE TYPE OF CONSTRUCTION: V -N LOCATION ON PROPERTY: O.K. PER TABLE 5 -A, RE: CHECKLIST BUILDING HEIGHT /NO OF STORIES: TWO FLOOR AREA: MAIN FLOOR = 871 SF UPPER FLOOR = 781 SF TOTAL DWELLING = 1652 SF + 400 SF GARAGE OCCUPANCY LOAD: 1652/300 = 5 EXITING REQUIREMENTS: RE: CHECKLIST PLAN AND MEETS REQUIREMENTS OF U.B.C. SEC. 2516 (c) 6. FLOOR PLAN(S) ALL ROOMS ARE LABELED. R -3, DWELLINGS & LODGING HOUSES PLAN REVIEW - CHECKLIST \10"j/ SITE PLAN DWELLING HAS ACCESS TO PUBLIC WAY OR YARD ON NOT LESS THAN ONE SIDE. V 4 4 71/ SITE PLAN PROPERTY LINE SETBACKS ARE EQUAL TO OR GREATER THAN 3 FEET AT ALL SIDES OF DWELLING. SITE PLAN ROOF OVERHANGS ARE SHOWN ON BUILDING FOOTPRINT, AND EAVE PROJECTION DOES NOT EXCEED ONE -THIRD THE DISTANCE TO THE PROPERTY LINE. V ° SITE PLAN EAVES OVER REQUIRED WINDOWS (i.e. BEDROOM EMERGENCY EGRESS WINDOWS) ARE NOT LESS THAN 30 INCHES FROM THE SIDE AND REAR PROPERTY LINES. 11Vy SITE PLAN YARD REQUIREMENTS OF U.B.C. SEC. 1206 (b) ARE APPLLICABLE AND ARE INDICATED. - -Y -- FNDN. PLAN FOUNDATION MEETS REQUIREMENTS OF TABLE 29 -A, U.B.C., MINIMUM REINFORCING IS PROPOSED IN ACCORDANCE WITH BUILDING DIVISIONS HANDOUT OR EXCEEDS THESE REQUIREMENTS. i/ FNDN. PLAN FOUNDATION VENTILATION HAS BEEN LOCATED ON FNDN. PLAN CRAWL SPACE ACCESS (18 "X24 ") IS LOCATED ON PLAN & MEETS REQUIREMENTS OF U.B.C. SEC 2516 (c) 2. FNDN. PLAN FIRST FLOOR FRAMING HAS BEEN SHOWN HERE AND ALL FLOOR BEAMS, SUPPORT POSTS, FLOOR JOISTS, DIRECTION OF SPAN, LIMITS OF MEMBERS, AND GRADE AND SPECIES OF MEMBERS ARE INDICATED. 11 FNDN. PLAN MASONRY CHIMNEY FOUNDATION IS NOTED AS 12 I CHES THICK AND EXTENDING 6 INCHES OUTSIDE THE FIREPLACE WALL. FLOOR PLAN(S) ALL WINDOW SIZES ARE NOTED, AND MEET THE LIGHT AND VENTILATION STANDARDS PRESCRIBED IN U.B.C. SEC 1205. V FLOOR PLAN(S) BEDROOM WINDOWS AND BASEMENT HAVE AND OPERABLE WINDOW OR DOOR APPROVED FOR EMERGENCY ESCAPE OR RESCUE, PER U.B.C. SEC 1204 (Net clear openable area = 5.7 s.f., min net clear opening height = 24 inches, min. net clear opening width = 20 inches, and finished sill height not to exceed 44 inches). FLOOR PLAN(S) SMOKE DETECTOR(S) ARE LOCATED ON CEILING OR WALL AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. SMOKE DETECTORS ARE LOCATED AT EACH STORY AND BASEMENT IN ACCORDANCE WITH U.B.C. SEC. 1210. FLOOR PLAN(S) PROPOSED METHOD OF HEATING DWELLING IS NOTED ON PLANS. METHOD IS REASONABLE FOR COMPLIANCE WITH U.B.C. SEC.1212. FLOOR PLAN(S) ROOMS MEET MINIMUM DIMENSION REQUIREMENTS. A KITCHEN FACILITY IS PROVIDED WITH A KITCHEN SINK, AND BATHROOM FACILITIES ARE PROVIDED IN ACCORDANCE WITH U.B.C. SEC. 1205. R -3, PLAN REVIEW CHECKLIST - PAGE 2 FLOOR PLAN(S) FLOOR FRAMING HAS BEEN SHOWN ON FLOOR PLANS OR SEPARATE FLOOR FRAMING PLANS ARE PROVIDED. SIZE, DIRECTION OF SPAN, LIMITS OF MEMBERS, GRADE, SPECIES OF WOOD FOR ALL FRAMING MEMBERS ARE INDICATED ON PLANS. ROOF PLAN ALL ROOF FRAMING IS RAFTERS AND HEADERS. GRADE AND SPECIES PLAN. ROOF PLAN METHOD OF PROVIDING OR DETAILED ON THIS PLAN SHEET. U.B.C. SEC.3205(c). V 0 SHOWN INCLUDING TRUSSES, OF WOOD IS INDICATED ON FOR ROOF VENTILATION IS PROPOSAL COMPLIES WITH ATTIC ACCESS.. A .22 X 30 INCH MINIMUM ATTIC ACCESS OPENING IS PROVIDED FOR ALL ATTIC AREAS WITH VERTICAL CLEAR HEIGHT OR NOT LESS THAN 30 INCHES. BUILDING EXTERIOR ELEVATIONS 'ALL SIDES OF BUILDING HAS BEEN SHOWN IN ELEVATION, AND APPROXIMATE FINISH GRADES HAVE BEEN ESTABLISHED. eeAVIS$ V.60P -- BUILDING CROSS SECTION OR WALL SECTION(S) HAVE BEEN PROVIDED WITH ALL MATERIALS NOTED AND PROPOSED CONSTRUCTION IS NOT CONTRARY TO BUILDING CODE OR ENERGY CODE REQUIREMENTS. ATTACHED GARAGES A FIRE RATED OCCUPANCY SEPARATION HAS BEEN PROVIDED METWEEN THE DWELLING AREA AND THE GARAGE AS PRESCRIBED IN U.B.C. SEC. 503(d) EXCEPTION 3. NOTES ON FLOOR PLAN DESCRIBE THIS REQUIREMENT. IN ADDITION, WHERE THE OCCUPANCY SEPARATION IS HORIZONTAL,:ASTRUCTURAL MEMBERS SUPPORTING THE SEPARATION HAVE BEEN PROTECTED BY EQUIVALENT FIRE - RESISTIVE CONSTRUCTION. R -3, PLAN REVIEW CHECKLIST - PAGE 3 0 n STRUCT. THE PROPOSED STRUCTURE MEETS THE LATEERAL BRACING REQUIREMENTS AS PRESCRIBED IN THE "CONVENTIONAL CONSTRUCTION" PROVISIONS OF U.B.C. SEC 2517. STRUCT. STRUCTURAL CALCULATIONS AND DETAILS DEVELOPED AND CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT HAVE BEEN SUBMITTED AND PROVIDE FOR THE LATERAL BRACING REQUIREMENTS. STRUCT. ALL BEAMS AND HEADERS ARE ADEQUATE FOR THE GRAVITY LOADS AND SPANS PROPOSED. STRUCT. STRUCTURAL CALCULATIONS DEVELOPED AND CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT HAVE BEEN SUBMITTED TO QUALIFY ALL BEAMS AND GRAVITY LOAD SUPPORTING MEMBERS. STRUCT. MASONRY CHIMNEYS: A COPY OF U.B.C. SEC. 3704 (d) HAS BEEN ATTACHED TO PLANS AND REFERENCE TO THESE REQUIREMENTS HAS BEEN "RED LINED" ON PLAN IN PROXIMITY OF THE MASONRY FIRE PLACE. STRUCT. PLANS ARE NOTED WITH THE REQUIREMENT TO PROVIDE TRUSS SHOP DRAWINGS AND CALCULATIONS SEALED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. STRUCT. FOUNDATION SILL PLATE ANCHOR BOLTS ARE NOTED OR DETAILED IN ACCORDANCE WITH U.B.C. SEC. 2907 (f). GENERAL DECKS WITH EXPOSED WOOD STRUCTURAL MEMBERS HAVE B N D ESIGNATED AS TREATED WOOD OR WOOD APPROVED AS RESISTANT TO DECAY. 0 GENERAL NOTE ON PLANS CALL FOR OUTSIDE COMBUSTION AIR DUCT FOR FIREPLACE WITH A MINIMUM DUCT SIZE OF 6 SQ.INCHES, AND A READILY OPERABLE DAMPER. CHECKLIST PREPARED BY: DATE: /i6 /Cif ~roass—_maS WATTSUN 5.1 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 08/09/91 FILE: C:\WATTSUN5\PLAN7162.WS HOUSE ID: Plan #7162 ============================ Site Lot 8 Brigadoon Tukwilla, WA Homeowner: Same Mail: Analyst: Jurisdiction: Tukwilla, WA Utility: Floor Area: 1559 ft2 Builder: Lotze-Worthington Company Weather Data: Seattle, WA Address: 12509 Bel-Red Road Suite 103 Climate Zone: 1 ) | The PROPOSED design *COMPLIES* with 1991 WA State Energy Code, REFERENCE | COMPONENT PERFORMANCE 379 1 ENERGY BUDGET 9"20 REFERENCE DESIGN Component -------------~----- Floor Glazing @15% Doors AG Wall Ceiling Infiltration PROPOSED DESIGN COMPONENTS Component Description PROPOSED 351 Btu/hr~F 8.11 kWh/ft2-yr ============================================================================== Reference Value X Area = UA U-0"041 1063 43,6 U-0.650 233.9 152.0 U-0.400 20°0 (3.0 U-0.062 2182 135.3 U-0,036 1112 40.0 Reference UA 379 Value Floor R19 vented Joist 16oc U-0.041 Glazing. 0115% 281 Vinyl 1/2" U-0.540 Doors Wood 1-3/4" solid panel U-0.390 AG Wall R19 INT T1-11 U-0.061 Ceiling R30 blown Attic STD baffled U-0"036 Infiltration Standard Air Sealing ACH-0°350 __________ X Area = UA 1063 43.6 234.0 126.4 20.0 7.8 2182 133.1 1112 40.0 1.3208ft3 ( 84.6) __________________ Proposed UA 351 Struc Mass Light Frame, Sheetrock walls M-3.000 1559 4677.0 etrae n 77A *64 ~ ��� '~` ~� � � � �8� ~w� ==== ======= . a��=_____==== Items in parentheses not included in COMPONENT PERFORMANCE totaIs. =====c=================="=====;====== Page `1 =====^~--__==========:================= • System Efficiency: Modified Efficiency: Heating Load(at 44F dt): System Size: Maximum Gize@150%: PROPOSED DUCT SYSTEM WATTSUN 5 1 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 08/09/91 FILE: C:\WATTSUN5\PLAN7162.WS HOUSE ID: Plan #7162 HEATING/COOLING/VENTILATING SYSTEMS Heating System Type: Make: Model: Average Annual Heat: • Annual Cost: Ventilation Type: Option: Cooling Load(at 4F dt): Recommended Size @125%: SUPPLY RETURN Solar Access: 'GLAZING ORIENTATION South: Southeast: East: Northeast: PROPOSED 58.5 ft2 0.0 58.5 0.0 PROPOSED Gas Furnace Payne 376can048075/ 80 % 63 % 22458 Btu/hr 22458 Btu/hr 33687 Btu/hr 63 MBtu $ 350 Non-Heat Recovery Option 1 19970 Btu/hr 2.3 tons Partially Shaded Location Avg Rva1ue Vented craovlspace R_8.0 311.8 ft2 Vented cpawlspace R- 8.0 62°4 ft2 North: Northwest: West: Southwest: PROPOSED 58.5 ft2 0.0 58.5 0.0 Surface Area :Economic and =ne.gyronsu P. ion estimates are.designed for Comparative | ` purposes only. Actual cost � for heating Will vary depending on :weather conditions occupant lifestyle and other factors. ,=====================================Page 2 ===================:===============:= : DATE: SUBJECT: CITY OF TUKWILA 6200 SOUTHCENTER !BOULEVARD, TUKWILA, WA SHINGTON 98188 Plan G -i,ecK Sur Chwr MEMORANDUM fee calculations elevations lotze worthington crane design PLAN NUMBER 7162 CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. airam LEFT ELEV. 1/8" *CONTRACTOk NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. . The soils engineer of record will be retained throughout the construction phases as necessary. Also, the soils engineer shall be required to review all individual lot site plans to assure conformance to the requirements of the soils report as part of any individual site plan approval process. Construction of this development will be restricted . to dry season construction (Mid June thru October). A schedule shall be provided outlining dry season — construction. A temporary erosion control plan shall be part of the submittal to mitigate all - potential erosion problems associated with the construction of each private unit. (3) three Deciduous trees shall be planted on each lot prior to final approval of the building permit. As a n requirement to the Final Plat approval. • - stand that the Plan Check approvals zre To errors and omissions and approv, pi; does not authorize the violation of code or ordinande. Receipt of con:: , of approved plans acknowledged CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET -.-- SUBJECT TO CRIMINAL PROSECVTION. ito ha. tat I. „ *CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. (11- 21 •All headers to be: 6x8* /2 OF or 6x6" 01 DF (2x6 stuclwalls) Unless otherwise noted. •All exterior & garage warm walls to be 2x6 studs. •Contractor shall check and verity all dimensions prior to construction. r> See sheet S-1 & S.2 for construction & nalIff speolications. gill interior walls over 54T refer to note 4/S-2 *Gutters & downspouts to be pi ovided as reqvired by code. •Double joist under all parepeling walls (if over 5%.o^ or 6•0' that do not stack over walks below ce special beams) and nail together with 16d at 12- o.c. stag- gering between members. •All baits must extend ate min. above dale. or single mudsdls for washers and nuts. GENERAL NOTES: GENERAL NOTES . 1. FOUNDATION VENT 1 NG PER U.B.C. ft. 150= 5 q . ft REQU I RED , 4 " . 50 ad 1 1 RECEIVED VENTS REQU I RED , CITY OF TUKWILA OCT 2'w COPYRIGHT@ PERMIT CENTER DATE: PLAN NUMBER 7162 a BRUNING 40.22 OS , • • I I 1 2 I 1 11 1 , a:114 7 01 els trfl T T if. nIT k lo . • 6 No.18 1 1r BRUNING pRiNE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET -- SUBJECT TO CRIMINAL PROSECUTION. LOWER FLOOR PLAN 1/4" •AU headers to be: 6x8' 1/ 2 DF or 6x6' k1 DF (2x6 studwaUs) Unless otherwise noted. , At exterior & garage warm walls to be 2x8 studs. -Contractor shall check and verify all dimensions prior to construction. I� See sheet S•1 & S -2 for constnrction S (/ nailing specification:. •AU interior walls over 5• -0' refer to note 4/S-2 •Gutte:s 3 downspouts to be provided as required by code. •Double joist under all parelleUrrg wads (it over 5••0` a C-0' that do not stack over was below or special beams) and nail together with 16d at 12' o.c. stag- gering between members. -AM bolts must extend 3/4' mint above dWa or single mudsllls for washers and nuts. GENERAL NOTES COPYRIGHT© LIVIPJG AREA CITY OF TUKWILA APPROVED OCT ,1 1991 RECEIVED CITY OF TUKWILA PERMIT CENTER • RANE DESIGN, INC. RESERVES ?%11 LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CiIMINAL PROSECUTION. l :I °CONTRACTOR NOTE — Al! Dimensions Shall Be Checked And Verified Prior To Construction. 1 -Ail headers to be: 641* 12 OF or US" 11 CIF (24 studisaNs) Unless otherwise noted. • -AI ederior & garage warm waits to be 2ds studs. -Conuactor shall one:* and verily al dimensions prior to construction. [) . See sheet S-1 & S-2 lor construction & nailing spocitications. -All interior weAs over 5-6 refer to note 41S-2 -Gutters 1 downspouts to be provided as required by code. •Da1.1111 joist under all paralleling wale (if over 5 or 6-47 that do not stack over walls beim or WWII beams) and nail together with 16d at 12 Gt. Sitig- goring between members. -Al boss must extend 3/4" min. above ado. or SOO mudsdls for washers and nuts. CITY OF TUKWILA APPROVED OCT 1 1991 invivinq 4q 27 • • . • r A A CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. 'CONTRACTOR NOTE — All Dimeosions Shall Be Checked And Verified Prior To Construction. UPPER FLOOR PLAN 1/4" GENERAL NOTES •AU headers to oe: 6x8' tt2 DF or 6x6' 01 OF (2x6 studwal's) Unless otherwise noted. •AU exterior 3 garage warm walls to be 2x6 studs. •Contractor shall check and verily all dimensions prior to construction. D See sheet S•1 3 S•2 for construction & nailny speatications. •AU interior walls over 5'•0' refer to note 4/S•2 .Gutters & downspouts to be provided as required by code. • Double joist under all parellethg wals (11 over 6•0' or fi -0' that do not stack over walls below or special beams) and nail together with 16d at 12' o.c. stag- gering between members. - All bops roust extend 314- rein. above dole. or single mudsdHs for washers and nuts. COPYRIGHT© RECEIVED CITY OFTUKWILA OCT 2 199I PERMIT CENTER a • r • • opip.4.4.0! DATE: DRWN: SHEET 5 6 OF PLAN NUMBER 7162 REV: BAUNING 40 22 1 11111� ,� ���L.12 i Il ITIl. 1��I�111t 4 tit 1�tItlTf t�ta�llliflt i ii ... NO. 18 e .✓ L1 � ` :�I �?E�i ?Ji i :; +Iii,, 01 i l6 lit , G I17 • 1 I7 1w3lr .. ;1 :t SHEET 6 PLAN NUMBER 7162 CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT -TO CRIMINAL PROSECUTION. *CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. 5 TRUSS NOTES: ALL TRUSSES Shall carry manut. stamp & be installed & braced to maruf. specs. Will not be field altered without prior BLDG. DEPT. approval of engineering talcs. Shall have design details & drawings on site for field inspection. All beams & headers to be 6 x 8 U.N.O. Provide screened blocking over supports. Shaded areas frame over. COPYRIGHT@ CITY OF TUKWILA APPROVED OCT 31 1991 E iLDING DIVISION RECEIVED CITY CAF FUKWIL A OCT 2 1991 PERMITCENTER z O 1- w co cc a } z 0 J w 11. tr 0 J 0 O 1-- 1— U w D rn era w -J Y 1— w w U_) I-- LL 0 1— U L3 0 tr w tr CRANE DESIGN, INC. RESERVES ALL LEGAL RIGHTS TO MATERIAL ON THIS SHEET — SUBJECT TO CRIMINAL PROSECUTION. *CONTRACTOR NOTE — All Dimensions Shall Be Checked And Verified Prior To Construction. RECEIVED CITY OF TUKWILA 66666 I so ni 100 ® 1roz. 100 8 CC. -- 3/4r Tr0 PLY $HT 2XP P.T. MUDOW.L W/ 11/80410' .L e 4'-o' O.C. 1 140 OoWT. visor d ®a' Wfil It-to RIDGED INS MBE WOWS ONLY. X .4 OONP REBAR ,Pip BASEMENT SLAB PLAF! 2X( P.T. WOW. 1/ O tlef' A.S. • 4'-4 of CORNER WRI�IIN 1 . V NR6. IREATI4JEEN VAPOR BARRIER 1? CLEAR-SEAM TO EAR1M CLEAR -8 TTON OF 4T EA 114 244 COAT ROAR USE ipdo van R£LRW • "O.C 0.H. PER Iii•r0.C. OR EQUAL U 216 OR U1 HOMER • XX 4 STROIGER DOS .� „ 1!D • if O.C. MAX BO. 4' O.C. MAXE!L 2X RIM JOIST 5 /0r PLY COYER 4-130 I1410 ALL JOIST ENDS R9jp INS SUPPORTING WALL OR FOUNOT Oi Malan LAW WPM X 311 A'�'� (NR PLl • PIAICED ems WAX 3e to 'READ NOSING 6LDCit STARS, ONE W 14100L.E OF RUN BETWEEN STIO N'IERB • AdONO FUN. TOWN Rt7a A TO & BOTTOM UNDER SPACC MRS I HR FIRE COW'. MCA -r Oa k& MAX RISE 4 1441 TREAD 11'. R -' O MTT INS 100•` O.C. io O.C. WAX z to z h 10 ATTIC WSULATIOtd ARC C p.E51ST. 1 /Z' Gwti (TYP) 10D • 0' O.C. EDGES 6 1d' O.C. FIELD e TiO PLY SHTG owl 3 dk NAIL L.D. 2/1 R� 4� I1ATT 1913 VI / V. FLOOR JOIST PER PLAki 4 TfP POST & BEAM PTAIL TIES GO GRADE axe. » • 1( O.C. I GO • ir O.C. RII JOIST 2.318 P.T. AAU')5M1- 1 .4 CONT ROAR 5 /6'0X10' A.S. • 4 °-0r O.C. ANO WITMW 12' OF CORNED WHO 61141CK V1,14 PREARDE 4 LIP D UNDER .4 IX VOWELS VAPOR BARRIER 2 .4 C®WT ROM #4 CUNT REI MR • '2.4"0.C. R- 508ATT INS. 2X4• STUDS • 1( O.C. SUPPORT YIA P€R�PIM ORSIM CLEAT ( YLDE - (PC EWE) .x( SUPPORT POST 00 FELT 1/2'0X2' DRIFT PIN CORC RHEA -PER PLAN (OR Tall POST NtCROR) . (p RdIL VISQUEJ;N X1 0 2 AEI • 4' O.C. 1/2'B e 4 CONC. SIAII OVAL ALL 3 .4 COPT. RUM WITH NOT LISS THIN FRONTS OBL PWES • S41EAR WALL OvER r WOE. ••I GO1.41 ryr..!!►1J:. Ne stela • 2.4' flEGARAE FOUNDATION ATTIC vF 41kA110N 1 / 150 OF SPACE i3 µp 1S 32/1 G TRUSSES S • RAFTERS PLAN CEDAR SHAKES ON FELT 1 X$ SP SWIG COX KWO ON MMEO #4%fAS 2X VENT BLOCKS W/SCREI IMF R.SI. CEDAR FASCIA W/ OONT. UTL GUTTER DB 1. TOP PLATE (SEE 68 SHY S-1) EXT. WARM VIAU.S -2X0' $T18OS • 11' O.C. ova R - 9 BAIT MIS. W/ V.B. 1 /r COX PL E10. (SEE PLAN FOR MdA UNO) sow: POI PI M •Q 2xf STUDS • Is* O.C. R - BATT INS. W/ V.B. R-6 STYROFOAM BD. DIACONAL STL. BRACING TOP FLOOR ONLY. LI FFL ) SO O L L D SHOT. PER BOTTOM/ PLATE 2X RIM JOIST TYP WALL SECTION llll' 3/4' Ti13 PLY Siff R -tiD IfdS. NEKT) TIT I Ell 16 , ...,I9 , • f IEELL/ S A. FLOOR LIM 1 AO 40 PV (((T LOO O � w C. SEISMIC ZONE 3. V650.14111 D. WIND LOAD 22 PSF E. SOIL b( J4 NG CIW .11Y 2000 PSF ASSUMED. SO L REPORT REQUIRED ON ANY QUES110NERLL SOIL A. ASSUMED MAX SOL M. POUR FOUNDATIONS REWIND LY ON W TURKED SOIL. VERIFY) C. UNDER FLOOR SL 44 COMPACT FELL TO i1AR Ie1W 3 FOUNDATIONS NO FLOOR SLAB CONCRETE SI&Mi. BE TO 2 PSI] 2000 PSI. WAXINUM WATER TO CEMENT HAM S SACKS OF' C+:'M, DENT PER CUBIC YAM OF CONCRETE NO 1-3/4 GALLONS JST WATER PER 84LJA. SAW OF CI: Ti 2 O A; �'U D C014- MASSIVE STRENGTH 13 211 DAYS. X SOCK MrN/MIDIC WAIL B. MINIMUM COVERAGE OF STEEL: 3 BOTTOW, 2E OOP, 1 1/1 WALLS. 4.8EIttF0RCIRG_.SIEEL A. ALL REINFORCING STEEL SHALL. BE DEFORMED, INTERMEDIATE NO EREE OF Ik , BILLET �t M15-72 GAVE 40 NOW, . CLEAN B. SPucEso LOCATED AND APPROVED SHALL 9E A WPIUMUM OF 40 112 (2 ER� PSa) OR 30 OAR DIAMIlETEIi(CONC. • 2000 PSI C. ALL REIhIFW�CIIIG SHALJ. LIE TIGHTLY RED AND SUPPORTED DURING CONSTRUCTION. D. WELDED WIRE MESH SHALL 641E ASTIR -M $S, A. PER UDC SEC. 2304 b V,. JOISTS AND FOR REri'Yt IT VE USE USE USE DF SPAN C4 M 1r W /3X14 • 1 e O.C. SEE RooANG PLAN. C. @C/WS, HEADERS MO . 4'kOMWAL. DF Z, FItJ -1250 PSP-OR HF /Z. FW■1000 PSI 111 Dip. F8 --1340 PSI-OR 1050 PSI IF Wit D. STUDS D HIT STUD RAPE 2 FD -1300 P Efl OR REPT)VE i USE. FOR 3 STORY ALGA USE 2 RC1r OR 3X(• 10 O.C. 12 OF. L GUI- AM BEAMS 20F (F11-2000 PSI) OR 24F (F11-4400 PSI UVC -2b -10 T AHLE NA_ USE 24F -V2. V3 OR EQUAL Y GRADE WESTERN SPECIES). FRA -2400 PSI. FV •153 OR 1 PSI W11$ EXTERIOR GLUE OR W SHEAR TYPE BEAMS (SHORT SPAN. HEAVY LOAD). MAY USE 20F -V3 OR EQUAL F1T"2000 P. FORMS PSI. F. SEE PLANS FOR PLYW000. ` ALL STRUCTURAL STEEL SHALL BE ASTM AU; NEW, CLEAN AND FREE OF RUSTT. ) SHALL NE ASTW M3, GRADE 8 OR ASOL. A3/ STEEL 7 A. FRAMING TO BE IN COMPLIANCE WITH LEE SEC. 1702, SEC. 2511, 2517 B. PROVIDE NAJtiNG 1!d ACCORDANCE WITH UOC SCR DULE 25-0 STRUCmM. ENC. SPECS TAKE PRECEDENCE OVER NM WAILING SCHEDULE AND OTHER GENERAL SPEC. C. PROVIDE SOLID BLOCKING AT JOIST SUPPORTS ANO YEAtRWG PARTITIONS. (ALSO COWPI.Y WITH SECT. 2300(H) At 251 L D. PROVDE OR BLOCKING AT taiD -SPAN Of ALL SH APIS OvER W-O'. E. USE APPROVED JOIST HANGERS WHERE REQUIRED. BRIDGING F CEILING UNFINISHED. F. ROOF TRUSSES: SIZES TO BE VERIFIED, DETAILED AN0 FABRICATED Hatt TRUSS W 4UFACTUREN. INSTALLATION ANO Wt1DGING SHALL bE PER M 4UFAIURE1RS SPECIFICATIONS AND INSTRUCTIONS. ALL. TRusSES DESPGNED MUST bE STAMPED BY UC. WA STATE P.E. CARE MUST BE TAKEN DURING Et4REC1044 BY BOLDER TO NOT OVER LOAD TRUSSES WITH OULL1144G MAT. ANO TO ADEQUATELY BRACE TILDE'S. •.S1LIILlMIIIL: S A. u •®b o P- k- 2xef STUDS AT t e O.C. PER UOC 1702. 2511. 2517(0) IA. (TOWLE TOP PLATES SHALT. HAVE END JOINTS STA:GUIED NOT LESS THAT 4' -O' 141t4 NAILING OF 8- 1110 • 44E' IAN. LAPS • EACH SIDE OF .:DINTS W /100 • 12' O.C. b(1wU.N PLATES FOR EXM. Alt WT. LONG WALL (2Ac3 STORY BLDD). A. APPLY FbOOFING IN ?-i2:ORONANCE WITH U8C. SEC. 3203. V. PROVIDE ATTIC VENTILATION AS MRDICATkL1 ON ROOF FRAMING . - PLANS. AND SECTION 3203(0). ! I II II I I I I I I I I I I I I I I I I I I I I [ I1 IIIIlE1 11F1[l llilIII. 2 � I 5T. II �.... �i.; No.18 e...r_ . i L 19 , I5 i I l ': l ;IZ a w3II -1 ti; °RtAVV3E AND WNW UM ADDED 'NSSU.ATRON LL'YEI. Or- 14-34 CEILINGS WITHi ELECTRIC RESISTANCE HEAT R-36 COuNGS W11H GAS HEAT R-00 VAULTED COUNGS R-1 WALLS RE3EHFLoohs OVER UNHEATED SPACES RR -Ip AT SLAV PERIA1€.TER. INSTALLED HORIZONTALLY 2e UNDER SLAB. WHEN CONCRETE FLOORS ARE V'iLlPilk 1 Y OF GRADE. ALL GLAZING SHALL bE OWL GLAZING ANO SQ. FT. OF GIJAZJNG SHALL NOT EXCEED 218 OF GROSS FLOOR AkfA. ALL OPENINGS MO JOINTS W EXTERPOR WALLS SRAM. BE SEALED, CAULKED OR W ATHELRSfRIPPEI) TO LJhaT AIM LEA :4GL AN APPROVED VAPOR 13ARJt1ER SHALL BE PROPERLY INSTALLED IN ROOF. IN ENCLOSED RAFTER SPACES. FORMED Ws$ERE CEIUNGS ARE APPLIED DIRECTLY TO THE UNDERS4DE OF ROOF RAFTERS. ALSO IN EXTFJuOR WALLS INSTALL .EP 1411. ViSGUEEN GROUND DOVER. LAPPED 1 •-O AT JOiPd15 ANC EXTENDED UP TO FOUNDATION WALL (WAWA AT ALL CRAWL. SPA',ES). IivAC Eau4PMEMT SMALL ME SIZED NO GMtATEJM IMAM 1 2bst of DEs1GH LOA) AND A WNUMUM RATED OUTPUT OF 75*T. TNER WOSRATS CONTROLLING HEAT SUPPLY TO MORE NSW ONE ROOM SHALL HAVE FIR ,.ACES SHALL bE PROvLDE'v WRIt A. TIGHTLY PITTING FLUE DAMPERS. IL NEARLY lOCESLBLE MENuAL OR ALTO C0>NDIOLa SNOW CRS SHALL WAVE A FLOW CONTROL. DES TO LIMIT FLOW TO A LIAR( OF 3 GPM SHOE/04 HEAD. HEATERS ANTE REQUIEM TO NEST MA ME eA- O. WIN CER - UDtSi 1 CRAWL SPACE VENTILATION. MINIMUM NET AM EA, RQ. FT. FOR EA ‘H 150 SO. FT. OF FLr0M AIWA. TO at PLANED AS CLOSE TO THE COMPS AS PAAIG- TLCAL. AND SHALL PROVIDE CROSS VENTILATION ON AT LEAST TWO OPPOSITE S10ES WC SHOD. $311100 2 CRAWL SPACE, UNOBSTRUCTED ACCESS, WE 1024' SEC. 231402 3 ATTIC VENTILATION; 1/150 OF ATTIC AREA OR 1/300 UDC /2I 1 C TE AND IS 3' ABOVE PLAT IJII�: 4 ATTIC ACCESS MLN 22X3Cr WITH MIN 30° HfADA0 % SEC. 3203A UNOBSTUCTED. READILY AMBLE OPEIMNO. 5 IN ROOMS NOT PROVIDED WITH AN OPERALiLE WINDOW OF 1.5 SQ. FT. OR GREATER, A MECHANICAL VENT- ILATION SYSTEM, CAPABLE OF PROVIDING 0 MR CHA- NGES PEM HIT. SHiAIL BE PROVIDED. SW. 1206 UOC 05 VENT DRYER. BATH FANS. • RANGES /0ANS TO THE OUTSIDE. • 7 GARAGE NO HOUSE OCCUPANCY SEPEW►TRON MW 1 HR TAPED AND (WISHED. SEC. 503C4 dlt TABLE S-4 UDC GARAGE AND BASEmENT SUPPORTS TO YE 1 HR (5/1 TYPE 'X OR £SUM. G1O.61) 8 TILE FOR SHOWER SHALL BE 1 MOVE FMNSH FLOOR WITH WATER RESISTANT BACKING. B EGRESS IN EVERY SLEEPING ROOM SHALL HAVE A NET CLEAR OPENING Wit4 NET LEAR OPENING HEIGHT DIM. SE UL I. . ° 2e N S Hers NEV CLEAR WIDTH Mu OF 2C'. B¢T TOM OF OPENING SLIM:. NOT BE WORE THA 4a' R.-ENE FLOOR. 10 FIREPLACE CODE COMPLIANCE PER U8C. CHAPTER 378 MO LOCAL WILDING DEPT. ALSO REIM AS PER SEC. 3703(E) WIC 1904. 11 HEARTH EXTENS ONS- HEARTH SHM.L. EXTDD10 AT LEAST :we Fk0a�i THE FRONT Of. A AT LEST r BEYOND AI SIDE OF THE FIRE PLACE OPENING. WHERE HE FIREPLACE OPENING IS 0 SO. FT. 'R LARGER HE HEARTH EXTENSION .HA EX ENT AT LEAST 2d' FRONT OF. AND AT I E ST 12'' I OND. EACH OF . ih : flbQI LIKE OHEAIING GONG. Olt MASONRY MUST NOT BE S uPPOKTED ON W000 FRAMING. 12 AP$�UGA10N AreD INSTALLAT'AN OF 1,4SULA11 414 MO v�APOHt ? ������ Y WITH THE ICI ' 13 GOING Vd 0014PUENCE WITH SEC. 54041 U8C STANDARD HO. b4-2 ANO WASHINGTON STATE SAFETY GLASS. EXCEPTIONS A L AS OUTLINED IN SEC. 5404, UIC. 14 G AZ1$G IN LOCATION SUBJECT TO HUWAT: INPA6T SUCH AS GLASS ON D00$d GLAZINO WITHIN 12' OH EIMER Slut OF A DOOR 0PEWING. GL4 ZANG•.>`w45ER THAN Id' TO A FLOOR, SLOWER DOORS. AND 11J8 £NcL03uRES SriAL.L bE WIRE RUNFOi10ED, MIMEO CLASS, LAMIhAI£D SMETd GLASS Ott SHATTER KES1Sf N4T PLASTIC. (SEC. 5404 LAC AH'PLif.S.) 15 SLIDING GLASS DOORS TO BE SAFETY GLAZING, LAt4ItdATED, OR TEEPERED GLASS. 11 SHOWER ENCLOSUKES SHALL BE APPROVE') WIRE RFJNFOKcE:0. TEy i I D Olt LM�INATED SAFELY GLASS OR SL REI�SISTANT PLASTIC. SEC. 5401 UDC 17 DILL OCTERIOR WALL. CLAZING SHALL. BE WALE GLAZED AND COMPLY WITH THE 1111 I��N IL idorr�s - I c . rA -rE Lis L...I °� t�tv . nus...oaacLisssumis_halaseatisugia hicsicaLrHARACTEllicnri OT TILE SflL t>R IS .; . 2' TttE C .IZ THE S(IPPUED QY QTHfRS- - WNERF POOR OLL TTY_ A VIII EIESEUEta&-EBEEILDElatl HAS TANCEN EVERY EFFORT TO ENSURE THE ACCURACY OF THE CONTRACTOR TO CHEXELt ANO VERIFY ALL 0MENSNS. THE ATTACHED PANS ARE THE PROPERTY OF CRANE VIOLATE COPYRIGHT LAWS. THE � � r 1L' D R A W I N G S MUST P A Y A FEE FOR THE • •' E D imlE$Y L THtEkttd OR bE SUBJECT TO LEGAL ACTON Y 1 CRAKE DESIGN, INC. OCT 31 1991 COPYRIGHT© ILDING DIVISION RECEIVED CITY OF TUKW!LA OCT 2 1991 PERMIT CENTER 1 pitipor nr. Ir TO 4'-O' i /poor WALL -NO'S HEADER PER PLAPO PC POST CAP SW 01 Of Mw 1X1446 EEC 111 sf1iAPS 114 sur 3M' $fl • wax. 2 Aim TIES 5ifi! • FLOOR JOK$T PER PLAN ' PLY SPLICE SHOULD 'tow C4 crimom wawa SO • 4 at • sots lux. Raa rano as TOP PLATE DIN. TOP PLATES 2X41 STUD WALL — ii ANSI LACBON (rvP) BD•_4'O.C. We ANCHOR sOLT • 3f' O.C. 2X41 P.T. D.F. MAGILL I Io STEEL CONT. wanz. • 12' Oz. war. • Z4' O.C. OR 040 1 I O.C. tie FURRED WM1. 4 CONC. SLAB POURED TIGHT Ni WALL 4t' GRAVEL FU. UNDERNEATH 2 J49 CONT. 3' UP • MULLIO 2X41' STUD WU. 6' CURBS 41' WIDE — CONCRETE 4' CONC. SLAB ON 4' GRAVEL FILL SPLICE (IF ANY) 4 CONC. APRON 2 #40 CONT. 3' UP Ac r DOWN 160 ® fa.C. (2 STORY) OR, 12'O.C. (1 STORY) SOLE PLATE A STUD SIZES AS PER PLAN RIM JOIST a FLOOR fir v s AS PER Pt.m . • AS REQ'D+ FOR SOLE PLATE NAILING 5/1roX10' ANCHOR BOLT 0 32'O.C. NIL 2d OR 3X( MUGS L. ONE L-'50 • EA. JOIST WHERE SOIL UP ON WAU. LESS THAN $•, CAN OJT WHERE JOIST TO WALL • 4' GRAVEL FILL R•6 RIGID BOARD INSULATION • WARY ROOIA.S OR 1 " P BOARS 1 r COX PLY. (i.D.. NO. 2 O MIN. NAILED VOW AT VO.C. AT !t EDGES O $$IEETS Jt 2 IN FIELD. WHERE HAVE STUD WALL 1.. ' WITH ATTIC ROOF SPACE AD40INISS FULL WAIT STUD WALL OF . CARRY PLYWOOD THROUGH THIS SPACE =FOR NAIL 2X4' OR 2XS' SOLE PLATES W /160 AT 'rot. ma. ON EXTERIOR PLYWOOD TO LAW RIM JOIST O ELSE 1 RCASE SOLE PLATE NAILING TO 160 AT r DOUBLE ALL TOP PLATES At LAP AT LEAST 4d AT JOINTS W/6-- 1 RO 1 & 160 AT NOT OVER 12O.C. ALONG PLATE FOR EXTERIOR Ate MAN INTERIOR LONG WALLS. • PLYWOOD SPECS AS 1 ®D64jT INCREASE NAILING TO OD AT 4' Ni O.C. !AT EDGES St tor. IN . J ' W /4LI. JOINTS EDGE BLOCKED BY STUDS. ' PLATES OR SPECLAL SAGE : • .« *CREASE SOLE PLATE NAILING TO 1410 AT von.' M N du FOR INTERIOR ' PLYW000 WALLS AT • (O.C. MK OTHER SPECS SOMAR TO 1 If BOLTS ARE USED FOR I1UDS1LLS SEE PLAN SECTIONS BUT USE we XIIT' ANCHOR BOLTS AT NOT OVER 441r`O.C. SE PLYWOOD SPECS 4 � C� BUT 3 6� U PL INCREASE MAILING TO BO NAILS TO 3"0.C. ' AT EDGES it (QC. IN w MJ. • WOES RIX..ED AS IN 2 1:210 INCREASE SOLE :PLATE NAILING TO M INCREASE . ®'O.C. EXTERIOR WALLS OR (0.0. FOR INTERIOR WALLS. WHERE 2X41' P.T. MUDS1LI,S ME USED, BOLT W� 5/fV X 1 O` .ANCHOR BOLTS AT WO:. ALSO SEE CONCRETE WALL Si 'FOR SPECK SOLT{NG & LAUDS S. OTHER SPECS SIMILAR TO 1 Ow 406. ? WHERE AVE LANG WAL /SO CO OVE NAS s' LANG SUCH 5 / AS O. - 410) AT AT WAILS. Ea., USE �11/r� !� DRY WALL NAILED OLER IL ((f (GW 410 YO.C. AT STWS 'as TOP & BO PLATES FOR. 1OO /ET SHEAR VALUE EACH FACE. THESE VALUES MAY BE 1 1' AS NOTED IN TABLE 471 IBC. NAIL SOLE Pt.ATES W 160 AT NOT OVER 6 FOR LONG WALLS OF PAWL' WALL DOUBLE . THEN 160 AT 12. . EACH. WHERE PARTY WALLS ARE BOLLTED, Vint ANCHOR BOLTS AT 43' EACW YUDSILL WOULD BE MINIMUM FOR 2 is 3 STORY BUILDINGS). scow USE 1/2'' .OX ROOF SHE i (Ia. N0. 32/16) NAILED W /80 NAILS AT 41'O.C. AT LNG ac AT END TRUSSES a AT PLYWOOD EDGES & 1 r 0.C. IN FIELD CSEE SPECIAL PIAIUNG OVER OTHER SHEAR WALLS). STAGGER ALL JOINTS * L4 rA,CE GRAIN ' " TO TRUSSES OR "LOITERS. 6 : USE 3/4 TAG PLYWOOD. S1tJCTURA L 11 OR EQUAL FOR SUBFLOOR �.D. NO. 32/14 LED W /100 NAILS 4' BLOCKING 0.0. AT BKING & JOISTS OVER PLYWOOD NAIR WALL'S OR PARTY OTHER LONG WAU.S & !t'O.C. AT EDGES it 11YO.C.' iN FIELD. SEE SPECIAL NAILING ON PLANS, IN ANY. STAGGER AU. J016TS AND' LAY FACE GRAIN - °4 ' ' F LAR TO JOIST. NOTES: I!I —J,AM_ BMW SPFCt1CABONS1 1. FOR LONG SPANS. USE 24F —V2, V3 OR EQUAL (TABLE 125 -C -1, PART A. UBC 1IiW. VISUALLY GRADED WESTERN SPECIES). F8=.2.4OOPSI, FV' 155 OR 165 PSI ie : EXTERIOR GLUE. MANUFACTURER MUST CLARIFY IN WRITING TO GLU —'LAM PRIOR TO ERECTION ON JOit 2. WHERE HAVE SHORT SPAS (SHEAR BEAMS) USE 20F — V3 OR EQUAL WITH FO 2.000 PSI 4c FV+n 1655 PSI at 0. ` SPECS SIMILAR. TO 01 ABOVE. iv £QR . _ . RI :. ► :IA • : 4. •: L..: ; ► a; 3,. N_ THE TRUSS W.NUFACTURER . PROVIDE ALL DESIGN is ENGINEERING WITH WASHINGTON STATE P.E. STAMP ON DESIGNS. DURING ERECTION OF TRUSSES, THE bUILLEER SHALL . TAKE CARE TO , • , TELY BRACE TRUSSES 4s ALSO POT TO OVERLOAD THEM WITH EXCESS BUILDING HATER ALS. FOR JOIST PARALLEL TO MIL 100 s 4'0.C. TO BLOCKING fN WALL, 4. COPYRIGHT© 2X BLOCK OUT 4• -0' ! 32'O.C. WITH DIRT 6'—Ir HEIGHT. 4N'O.C. .A 2 -50 • s L0CING TO WALL TIE APPROV OF TUKWIL D OCT 1 19 91 BOLDING DIVISION RECEIVED • CITY OF TUKWILA OCT . 2 1991 PERMIT CENTER r • ... • NEADI R--- -4 * ft. 14,5, - r IMBEDre.IIT �► CONTiM UOUS FOOT It46 OR SLAB EDGE $t1uI - s - EL t L. bETA 1 NOTE: !OR USE IN GARAGE IUD WALLS AS SNOW)4 . IF A FLOOR INTSCVE NEb B TWEEN FOUNDATION AtoD BRACED MALI THE FLYW'OOD SHALL CNERLAP TIC "E RIM JOIST WO 5ILL PLATE. PROVIDE NOLtx: wNS, DOLTS ANa Pt:MOOD ilkiLikiel As S %OW.. 1F USE A dayE. / WALL use. MbThIL ` A e►' RE415 Ot4 2 -14 -6 A WilSiOM 2-14-11 -.amp • CAPw`r -rir • ST/Lap To& 4 as POSTS ol� fs.) d �I STIMS NIA DU Z- IiSTODS MAIL isle rAlm6 70 V40% BUD td NAILS AT St o.c. ALL PL&TES HEADEKS STUDS S-2.% PLATES NAIL, SitsAurAw 6y 24' Io 1 .A`[�RAL P i EL bETh1L A NOTE: FOR USE IN GARAC,E E.ND WALLS AS SNOWW . IF A P LOOK Iw4ERVENEb 5E TW EEN FoUN DATIoN AND BRACED PAI 1R.t. , THE 11:64.100D S1r1M.L OVERLAP THE RIM MOIST. AND SILL NAM. PROVIDE NCX.DowNS, EQL.TS ANp PLiWOOD 1JAILW3 ' AS stkowl■I. I F .USED Above. P©sY WAu- USE OE.TA IL 3 A. ®► REAt I S i Ot'l 2- I `- b'I .41 REV 1 s t O N LQSA Ss A? Sits. PAAT& APA RATED► §geigt11144 a• MA zip EP I 1:14 q BLC�KII* AT PL's WOO dOtt4" APPROVED IOO+.ED -END WooD TO CONCRLT E Cou11*G'ToP,S W n t400' CAPACITI (MW), a s7tN0 oe& *Diet 70 t'OIe•t$ 4 se PO JIM CE! (II) Sas : � 1. AI.. tritAP ♦0c &3 SIIA{.i, OL ONSTALL&O AlL)t ^4444,0„w4.1 .3iCCIPICAVsOW, S 4CWD"4 • CORNIII IN TALLA`TeON. ?WO yO.00bvai CAN &M ED Al' SAGA COmN$* t1D Mee? r4e T 4 Olga 1..,14g &C*& * ALYEhNdor& rePtiS OS APPIQOvtb 1401.00w' CAN U4 USIA IN PUKE C 3 AP N404.00•NS. 3u,MeT DCTAH.i FCA APPROVAL �/.. FL. SPAC K , ' 1100tO �dt esa So wwo4 CITY OFTUKVVILA APPROVED OCT 1 1991 EULDING DIVISION RECEIVED a F TUKWILA CITY U OCT i31 P IT CENTER OOPTRIGHTQ 'I'I'I' BASIC MECHANICAL S® T CL 11 K1ING APPL/ANCES I SOLID FUEL BURNING APPLIANCE include air tight stoves, fireplace stoves, roots heaters/fireplace stoves, factory !tglt fireplaces, and fireplace inserts. Unlsis otherwise adopted by Bing /Pierce County, all solid fuel burning appliances shall comply with the provisions of section 504, U.M.C. lath dwelling unit shall g e provided with heating facilities papcble of maintaining 70'7 at a point 3{ -0" above the floor in all habitable rooms when the outside temperature is as set forth in section 304, Washington State Energy Code. Section 1211, U.B.C. p.. Fuel burning equipment located within the building envelo a (constructed under the Washington State nergy Coda) ihall obtain combustion sir from outdoors, meet- ing the provisions of section 607, U.H.C. NOTE: Building Envelope. The elements of a building which saciose conditioned s ocee through which therms energy may a trans erred to or from the exterior. Section 202, Washington State Energy Code. b. Purl burning equipment located outside the buildinn enve12 a shall meet the provisions of Section 601, U.M.C. Duct work, location and source of combustion sir ref- erence Section 602, 606, 603 and 604, U.H.C. All warm air furnaces shall be listed and labeled by an approved agsncy`�sn `installed to listed specifications, Section 504, U.W.C. Appliances intended for installation in closets, alcoves or confined specie shall be so listed. Section 504, U.N.C. No warm sir furnaces shall be installed in • room used or designed to be used as a bedroom, bathroom, closet or in any e nclosed space with access only through such room or space. e xcept direct vent furnaces, enclosed furnaces and elec- tric heating furnaces. Section 704, U.H.C. No were air furnace shall be installed in a closet or alcove less than 12 inches rider than the furnace or furnaces installed therein with a minimum clear working area less than 3" along the eider, beck and top of the furnace. Section 104, U.N.C. Liquefied petroleum gas- burning appliances shall not be installed in • pit, basement or similar location where heavier- than -air gas might collect. Appliances so fueled shall not be installed in as above -grade under -floor space or basement unless such location is provided with an approved awns for removal of unburned gas. Section 504, U.N.C. Nesting and cooling equipment located in a garage and which generates a glow, spark or flame capable of igniting flam- mable vapors shall be installed with the pilots and burners or heating elements and switches at least 18 inches above the floor level. Section 508, U.H.C. Fire dampers need not to be installed in air ducts passing through the wall, floor or ceiling separating a residence (Group R, Division 3 Occupancy) from a garage (Group M, Division 1 Occupancy), provided such ducts within the gar- age are constructed of steel having a thickness of not less than 0.019 inch (No. 26 galvanised sheet gauge) and have no openings into garage. Section 503, U.N.C. Warm -air furnace installations in attics or crawl spaces shall comply with Sections 708 and 709, U.M.C. Every appliance designed to be vented shall be connected to a venting system complying with Sections 901, 902 and Tables No. 9 -A and 9 -B, U.M.C. Every factory built chimney, Type L vent, Type B gas vent or Type BV gas vent shall be installed in accordance with •h terns of its '4-'4 manu { -0n!ttUCtlnne an d YH3 viLf -! of si.- .. .r- ..rr -..rrw ..r the applicable provisions of Chapter 9, U.N.C. DUCTWORK a. FAN CcM 50 50 50 80 80 80 100 100 125 125 MAXIMUM OF A type It or BW gas vent shall terminate not less than 1 foot above the roof through which it passes nor less than 4 feet from any portion of the building which extends at an angle of more than 45 degrees upwards from the horizontsl no less than shown in Pig. 1, U.H.C., unless listed/ tested otherwise. Section 906 (d), U.M.C. A Type L venting system shall terminate not less than 2 test above the roof through which it passes nor less than 4 feet from any portion of the building which extends at an Angle more than 45 degrees upward from the horizontal unless listed/ tested otherwise. Section 906 (e), U.N.C. Vent connectors shall be installed within the space or area in which the appliance is located and shall be connect- ed to a chimney or vent in such a manner as to maintain tha clearance to combustibles per Table No. 5 -C, U.M.C. Duct systems shall be of metal as set forth in Tablas Nos. 10 -A, 10 -B and 10 -C or factory -made air ducts complying with U.N.C. Std. No. 10 -1, U.H.C. b. Joints and seams shall be substantially airtight, Section 1002 (c), Table No. 10 -A (rectangular ducts) and Table No. 10 -B (flat, oval and round ducts), U.M.C. c. Installation of ducts ehell comply with Section 1004, U.N.C. d. Duct installation shall be installed in accordance with W.S.E.C. Table 4 -16. e. If aster heater has a nongrid pipe connection, it should be strapped or anchored to resist earthquake displacement. Section 504 UCC f. Air dusts that pass through the garage sell /selling from the furnace :rust be constructed of stesi having a thickness not leas than .019" (26 gains) and have MD dings into the garage. Section 503(d), emomPtion 3 g.Where mechanical ventilation system is used, the point of discharge of exhaust air should he at least 5 feet from any ventilati:ig intake. SECTION(c) SPECIFICATIONS FOR THE 1991 VENTILATION AND INDOOR AIR QUALITY CODE FOR THE WHOLE HOUSE VENTILATION SYSTEM. SOURCE SPECIFIC VENTILATION REQUIREMENT: A. KITCHENS- 1OOCFM B. BATHROOMS, LAUNDRIES, AND POWDER ROOMS -5OCFM C. EXHAUST DUCTS SHALL: -BE INSULATED TO R -4 IN UNCONDITIONED SPACES. -BE EQUIPPED WITH A BACKDRAFT DAMPER. - TERMINATE OUTSIDE THE BUILDING. -BE FLOW RATED AT 0.25 W.G. STATIC PRESSURE - COMPLY WITH TABLE 3 -3 BELOW. MAX FLEX DIA. 4" 5" 6" 4" 5 11 6" 5" 6" 6" 7" 3 ELBOWS ALLOWED. MAX FT. 25 90 OVER 100 NOT ALLOWED 15 90 NOT ALLOWED 45 15 70 SUBTRACT MAX SMOOTH DIA. 4 5 " 6" 4" 5" 6" 5 11 7" 10' FOR EACH 6" OVER 6" OVER OVER ADDITIONAL MAX FT. 70 100 OVER 100 20 100 OVER 100 50 100 100 100 ELBOW. WHOLE HOUSE VENTILATION REQUIREMENT: A.FRESH AIR INLET -15CFM FOR EACH BEDROOM PLUS AN ADDITIONAL 15CFM. - INTERIOR DOORS SHALL NOT IMPEDE THE FLOW OF FRESH AIR TO THE WHOLE HOUSE EXHAUST FAN. B. EXHAUST FANS SHALL BE: -FLOW RATED AT 0.25 W.G. STATIC PRESSURE -SOUND RATED AT 1.5 SONES MAX. -INSULATED TO R -4 IN UNCONDITIONED SPACES -SIZED PER TABLE 3 -3 BELOW. BEDROOMS CFM MIN. CFM MAX. 2 OR LESS 50 75 3 80 120 4 100 150 5 - REQUIRES A DESIGNED SYSTEM. C. A 24 HOUR TIME CLOCK SHALL BE INSTALLED TO REGULATE THE OPERATION OF THE WHOLE HOUSE EXHAUST FAN. NOTE -A SOURCE SPECIFIC EXHAUST FAN CAN ALSO SERVE AS A WHOLE: HOUSE FAN AS LONG AS BOTH REQUIREMENTS ARE MET AND A FAN RELAY IS INSTALLED TO ALLOW FOR BOTH CONTINUOUS AND INTERMITTENT OPERATION. r RECEIVED CITY OF TUKWILA OCT 2 di PERMIT CENTER COPYRIGHT© tit 411i;441 ? 10 1 /101.; l7111 s �ag a� =6 t 1 gie465 11:Ualrg" . ihrtWia i 0 u- N 0 cz pil .01 It o "t o ui 141.1.4r. AA 11 I I .. + . 1a I 1 `1 .._ I 1 1 I 1 i 1 l 1 1 I 1 1 3 IHTPII TIT , il1 _1 01T. , 16 1 18 1 I G 1 19 1 •15 .1£ No.18 C`. t'% lz