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Permit 6835 - Brigadoon Ridge - Lot 13 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. 6835 Brigadoon - Lot 13 5671 South 150th Place RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 35 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. 6835 brigadoon ridge lot 13 5604 south 150th place brigadoon ridge lot 13 6835 -- ?PE OF CONST.: V -N UBC EDITION (year) 1988 SETBACKS: N- S - E- W- FIRE PROTECTION: °Sprinklers Q Detectors ®N /q UTILITY PERMITS REQUIRED? © Yes Q No BAR /LAND USE CONDITIONS? Qx Yes t Pub�io Workst O No ZONING: CONDITIONS (othor than those noted on or attached to pormiVplans) / 1 .. CITY OF TUKWILA Dept. of Community Development- Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: CA35 O:IEOT ; INFORMATION SITE ADDRESS PROJECT NAME /TENANT Brigadoon Ridge ASSESSOR ACCOUNT # 109990 -0130 TYPE OF ❑X New Building ❑ Addition ° Tenant Improvement (comme Demolition (building) Q Grading/Fill WORK: Q Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: Construct new single - family residence. PROPERTY OWNER ADDRESS CONTRACTOR ADDRESS 12509 Bel -Red Road 1/103, Bellevue, WA WA. ST, CONTRACTOR'S LICENSE # LOTZECI14605 ARCHITECT ADDRESS ELOD •■■«141,4+.«« APPROVED FOR ISSUANCE BY: SQUARE FEET OCC. LOAD CERTIFICATE OF OCCUPANCY NO, 5604 S 150 P1 Lot 13 Lotze Worthin ton 12509 Bel -Red Road 11103, Bellevue, WA Lotze Worthington Gerry Slick SQUARE FEET 000. LOAD SQUARE FEET ca PRINT NAME: 1 I el • ,41 e his permit shall become.; null. and. void if the, work,is. suance, or if th e work is suspended. orabandone; BUILDIG PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) OCC. LOAD FEES 6 DESCRIPTION; : : %. BUIt DING >PERMIT:.FEE>< PLAN,C.HECK: FEE B UILDING SURCHARGE H R A M O U NT IOW t. go UMW PLAN CHECK NO.: 91 -388 SUITE It ODE „' COMPLIANCE;:; SQUARE FEET I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of Iav and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or th •erformance of work I am authorized to sign for and obtain this building permit. SIGNATURE: ' DATE: 1 (R J COMPANY: Lori; = / C4,64.1/4(0704 ) N�_ not commenced within 180 days. from the date :9 a period of 180 days the last /nspecti DATE ISSUED: OCC, LOAD BUILDING OFFICIAL VALUE OF CONSTRUCTION - $ 108, 731.00 SQUARE OCC. FEET O • D DATE: IQ PHONE 462-7122 ZIP 98005 PHONE 462 -7122 ZIP 98005 EXP. DATE 9 -25 -92 PHONE 840 -9802 ZIP TOTAL TOTAL SQUARE FEET OQC LOAD PERMIT NO. CONTACTED , DATE READY DATE NOTIFIED BY: (init.) PERMIT EXPIRES 2nd NOTIFICATION • BY: (init.) • MOUNT OWING rr (F15. °cam 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER PARTME PUBLIC WORKS 0 OTHER (BUILDING - final review REVIEW COMPLETED PROJECT NAME SITE ADDRESS INSTRUCTIONS TO STAFF • 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) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC, LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. BUILDING - q-C1-Q 1 review FIRE /d � 7) ttZ PLANNING t0 - 9t$ INIT: INIT: i0 _ 4 _ 9 1 �• CONSULTANT: Date Sent - (ROUTED) INIT: M 3 / q INI BUILDING 'PERMIT APPLICATION TRACKING otoon 0-r %0(4 ` s. 1 PL FIRE PROTECTION: FIRE DEPT. LETTER DATED: ZONING /7 9. BAR/LAND USE CONDITIONS? REFERENCE FILE NOS.: •14g -- /- See: C�yeacp,,i MINIMUM SETBACKS: N- S- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: V// UIREIUIE 1 CO MME (t.�'Yes SMITE 0. Date Approved - Detectors INSPECTOR: n No N/A w- UBC EDITION (year): eos TOTAL OCC, LOAD SITE ADDRESS SUITE # `5(1C S \ o't" () c -Act( VALUE OF CONSTRUCTION - $ - 4= f ee 4 10S) `131. ASSESSOR ACCOUNT # 1 pyiciC - 0i'30 (commercial) U Demolition (building) 0 Other PROJECT NAME/TENANT ( i (C ta2 cl(t_ Loa- 3 TYPE OF 0 New Buildi g • Addition • Tenant Improvement WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? N No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: j; 5.1 61 Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 1 No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER �. f ,�, 12 f , L oc i ,; , (7—f' (( e_ (l'" � �) 1 U ) C2)1'1\ l lC t PHONE `' La_ 12 z ZIP 0\ (Y_)� ADDRESS 17 G,U�{ �t' I' CONTRACTOR y f ; � rnf , f PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # �..(:> -(�� (, \ i,ALuoc3 EXP. DATE � r �� ARCHITECT C1(rti �i k, ∎ �� PHONE �u> �QZ ADDRESS = ZIP CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER CONTACT PERSON 1`: HEREBY ! hIAVE! READ AND'.EXAMlNED'THIS APPLICATION : AND KNOW1 BE :TRUE >AND ;'CORRECT` 'AND M; AUTHORIZED T. BUILDING OWNER 1. R 'WA DATE SIGNATURE OR AUTHORIZED AGENT \ c \c� e z er ADDRESS `'_S > `� BULDIN PERMIT APPLICATION Lb)- DESCRIPTION BUILDING PERMIT FEE PLAN CHECK 'FEE ': BUILDING SURCHARGE OTHER: , •tic. x= TOTAL DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 1 / ` GC 17 I3S r/r ■ LCA Y, _/ -e lb - 5 AMOUNT (03 trb 3 // - CITY/ZIP, E SAME C. c 0, PHONE 4cf4- PHONE 4.(0 -l��a 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. COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS — I Completed building permit application (one for each structure Assossor Account Number Two sets. (2) of the following:; 11 Specifications. [] Structural calculations stamped by a Washington State licensed engineer .. n Soils report stamped by a Washington State licensed engineer Topographical survey • Energy calculations stamped by a Washington State licensed.' : engineer or architect I I Legal description Working drawings, stamped by a Washington State licensed architect, which include: .• Site plan • Architectural drawings • Structural drawings.::. • Mechanical drawings • Elevations. • Civil drawings • Landscape plan Completed utility permit application (one 1 or entire project C -1 Six (6) sets of civil drawings NOTE: See utility permit application. and checklist far. specifi utili submittal requirement. . RACK STORAGE Completed building permit application ' Assossor Account Numbor LJ Two (2) sets of planswhlch include: n Building floor plan :showing • Entire space where racks will be located • Exit :doors • • Dimensions of all aisles Tenant space floor plan showing rack storage layout, aisles and NOTE :•:;include dimensions of racks (height, width and /ength),,:alsles ' and oxit ways on plan. Structural calculations stamped by n Washington State licensed.;: enginoer (rack storage 8' and over). RESIDENTIAL NEW SINGLE - FAMILY DWELLINGS /ADDITIONS 11 Legal description SUEIIMITTAL CHECKLIST Assessor Account Number Two sets (2) of working drawings, which include • Site plan. —II-. (on plan, show cl isesrhydrant location • Foundation plan include access to building, showing • Floor plan ::: width and length 01 access.) • Roof plan. • Building elevations (all views) • Building cross- section • Structural framing plans Completed building permit application (one for each structure) Washington State Energy Code data:: Completed utility permit application Six (6) sots of site plans showing utilities NOTE:: Building sito plan and utility sito plan may be combined. Soo utility permit application and checklist for specific submittal requirements. Additional topographical and soils information may bo required if unique sito conditions:: COMM ERCIAL TENANT IMPROVEMENTS Completed building permit application (one for each structure or n Assessor Account Number Two (2) sots of construction; oleos, include:;. El Site plan :I - Construction details NOTE: If any utility work 1s: to be done,: submit separate; utlity permit application and plans.;: REROOF Completed building permit application (one tor each structure Assessor Account Number Narrative describing existing roof, material being removed; an — material being installed.• NOTE: A certification:letrer Is. required prior to final inspection sign, off of the permit ANTENNA/SATELLITE DISHES Assessor Account Number: Two (2) sets Of plans, which inci.ude;:; RESIDENTIAL REMODELS Compfeted building permit application (one for each structure Assessor Account Number 1 wo :(2) sets of working drawings, which include • ,Site plan Foundation plan • Floor:p1ari • Roof plan •'Building'elevations (all views Building cross- section • •Structural framing plans NOTE, it any uttlity;workls to be done provide utility permit application and plans must be submitted, RBA OOFS Completed building permit application one for each structure n Assessor Account Number • 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 wall) tenant Overall ,dimonsions of building or square footage Floor plan of proposed tenant space • Tenant space plan with Use each room label) • Exit doors, egress patterns:: New walls, existing wall, and walls to be demolishe •. Cross sections showing'wall construction and method of attachment for floor and ceiling Structural calculations stamped by a Washington State licensed :.. engineer may be if structural work. is to be done`(2 sets) building permit application Site Plan.(showing building and location of antenna/satelfite'disi Details antenna/satellite dish; end method of attachmen Structural calculations stamped by it Washington State engineer, may be required Narrative describing existing root,, material being: removed;: and -" material being installed • NOTE: A cerbhcation letter is required prior to final inspection and sign..: . o!1 of the permit. CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 TO: 4 t_? . FROM: 2 ` \ ■ Q ao s MEMORANDUM DATE: q � " lq t 61VP-i ( -7)) 11'1..1(' /l � I an SUBJECT: . � Co1C.j \ i I (g- n • 660 ; n c )111L) ( *inn Do± F\pr i � , (pi a I . r �9 03o3n Lod- 13 - ,Dtk),Qu 1 ,1(\ 1 0 6) ( -i eL5 = 101 I &IQ. , dc5 away_ L (O@ x (o • 10 — ?I 3 . ao etc P-m+ C0 ? (.coo Ion cAe-va_k zz. cboga______„, o ot I " 1, I 1 t , 5o I'IIONE 1112061 433.1800 Gary L. IanDusen, Mayor PERMIT NUMBER . DATE ISSUED /EXPIRED P R(3JECT NAl :. TYPE OF PERMIT DATE SIGNED : ©FF, Lt -_ 1 -ciI Sr (c d()on Lo-F S-e we a4. "`i► 6( —) 5 [ 5o I s - . 1 - ca f�?fl1I' P- Lt-1 -q1 '3f3O on Lo 1- ~7 we -eY �Yl-Q�`t?.Y` ,, I Uo �� 5 l � � p 1 X3091 � 5 1- qa L- a3I_a■ U." 1 --'q1 56\9 (krioor, Loi- L3 Lo .r1) (\l��erin )(n � � 5 1�0 1 �- I_.�a Lt- (fcik E5rk3 adoa Lc-t 13 Lot-lb Lot- ` 5tp 0 a () i I s _ 1- a s .5D -a3.5b-a33.-41) L I , cu E5r i cVlon n L.cft 1 Dr 0.‘r\ . ... 5( 5�� W l (�l J_ l-qa - � � l l- t -c 1 � l L3 5-Qw-ef. 6 � (5 - q a wmT�w -a s q I t _ v q � 13( h (--13k 11? � o --e metes - — 5(o QL1 5 (5( P1 t- a _ 3 ' -a ' t l -.1- Q 1 6 rV l oo n L—ok- 15 Loncl S( 3 a S ( o P l c- .1_cla P\1 ter r'ny (t'vq\ ir odoon • Let 1 E Cu rb 6 -1 -cr o 5 [S0 Pt cuk- 5r lt - t- -Si I ricr�{rbdc�on 1_4)-t- 15 .. �tof rn 5-- I I- qa Slri, (i 5 `J p I br'odn _ - a al t l t" ► 13 r ;i 0441,00 n Lot 15 rano , u.�.e ` 2 r 6 (5 P 1 wtAT -P-Q4A .Y1 -1-`2Y Stn a_ 1 SCE I UTILITY PERMIT LOG I flblibLIT CbKIIt'Y I AT I Wlla ; : HIS APPLICATION .___( AND KNOW THE SAME T BE TRUE AND CORRECT. Contact Person r 1 c..\4-1 e L Oki e- Address: ..S(. V;e0-or ? S LI ---17 - 73 Phone: 4 l Applicant/Authorized MEW Agent Signature: /1 ...A- 40N11117 III.' Print Name: lAk C,.:k .. . Uot c_.', Date: ` A j . Phone: 4(t))_ Date Application Accepted: Date Application Expires: CITY OF TUKWILA Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433-0179 PROJECT Site Address: INFORMATION Name of Project: r-1 Pro ert Owner: Street 2- 3K1- eeCI Engineer: Street Address: Contractor: CLMC Street Address: King County Assessor Account Number: \D\10 • P ER M ITS • • • 0 Channelization/StrIping/Signing REQUESTEIIII 0 Curb Cut/Access/Sidewalk 0 Fire Loop/Hydr. (main to vault) - No.: Sizes: O Flood Zone Control O Grade/Fill cubic yards O Hauling O Landscape Irrigation O Moving an Oversized Load RI Sanitary Side Sewer - No.: O Sewer Main Extension Private 0 Public 0 WATER: METER RE FU N D/BILLIN MONTHLY SERVICE ..1. BILLINGS TO: MISCELLANEOUSA INFORMATION UTILITY PERM& APPLICATION 5.uo4 -1 \Ou ate n Name: Lcytze_ Iwo,r-v■,\ARizir. Co Street \ - Name: : Street 0 Water El Sewer DESCRIPTION OF PROJECT 0 Multiple-Family Dwelling 0 Hotel No. of Units: 0 Motel El CommerciaVindustrial 0 Office 0 Retail New Building Square Footage: 15-1 King County Assessors valuation of existing structures: $ 0 Metro 0 Standby Single-Family Residential O Duplex 0 Apartments O Triplex 0 Condominiums O Warehouse O Manufacturing 0 Remodel/ Addition O Church O Hospital PLAN CHECK NUMBER: -0 Phone No.: 4CO2 2:e. City/State/Zip: (1\t )u( 0 a6S Phone No.: City/State/Zip: Phone No.: City/State/Zip: Et Storm Drain O Street Use O Water Main Extension Private 0 Public 0 f2J Water Meter / Exempt: - No.: Sizes' Deduct 0 Water Only 0 O Water Meter/ Permanent - No O Water Meter / Temporary: - No : O Other: Phone No.: 4u)--10-,1 City/State/Zip: (e LOA Phone No.: City/State/Zip: El Other: 0 School/College/University Other: Square footage of original building space: Square footage of additional building space: Valuation of work to be done: $ 09/18/90 SUBMITTAL CHEC LIST 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 SIDE( 'WER O Type of pipe - coneN,d, 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 points) 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. if the plans are not approved, the applicant will be notified by letter of necessary resubmittal requirements. Project: . , g. lype of InspectIon 4 0 • I ress 569 Si ( P � • -te a e.: 7 6 /qa Special Instructions: 0 f 13. Date Wanted: ��7 �� p,m. Requester: fr7 Phone No.: c7 — 4./ ,..r erFT"Te CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: INSPECTION RECORD C Retain a copy with permit f- ca 019018 (8Rs ❑ Corrections required prior to approval. (206) 431 -3670 Inspect r: Dat e: fir--? 1 ❑ $30,00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 1 Project: � _ a c k o O� � -/"L �'�Type oennnspection: ff (-� 1 � Address: t ((� S . i ftDateCalled: ( Special Instructions: j _ l' Date Wanted: vi ' `t� .. .- am. p.m, Requester: G j�. �C (� Q r Phone Na,: c + i(� _ 7 t . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: Approved per applicable codes. COMMENTS: ❑ $30.00 REI • ECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. INSPECTION RECORD Retain a copy with permit it)o-tics ❑ Corrections required prior to approval. Date: (206) 431 -3670 r� r Q /.,+ .,�.. i 9 �iA1t � �� � � � "e° I? aii� M �I` r Za�'1��!� a =te a et _ 7 Specla Instructions: Date Wante' . 0 3•— Carr p.m. Requester: R t � ) p h Phone No • o ECTION tU CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: {inspector: INSPECTION RECORD Retain a copy with permit ki5oga Non Ii 0 40835 • ERM1 7 (206) 431-3670 l2" Corrections required prior to approval. Date: O $30.00 REINSt5ECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300, Southcenter Blvd., Suite 100. Call to schedule reinspection. err m! �ip �!' . '. ��L�� YPe o nspe« .� �. �� /, .rI • ec al nstructions: Date Wante • : " 4�. '' I SI P.m. Requester: Phone No.: . --, 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila, WA 98188 A pproved per applicable codes. 0835 PERMR NO (206) 431 -3670 ❑ Corrections required prior to approval. COMMENTS: nspecto ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to relnspectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. I 1 A ... 1 Type of inspectlonl / " L U ,� I„ J�/I .�l , / � 1 Address 0 0 4 ) ( Date Called: r Special Instructions: Date Wanted :, ( Q Requester: Phone No.: c l 4 4 k ) , ?... . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 U:fLApproved per applicable codes. COMMENTS: ecept No.; INSPECTION RECORD C Retain a copy with permit g 35 PERMIT N (206) 431 -3670 ❑ Corrections required prior to approval. nspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. e: lifi Erd 0 , 0.4 1MI ype o nspj•/'/d/.R`l/ /��. h 1a P. te a =.: _ 3 � o Sp n stru tions: Date anted: Requester: J Phone No.: ci % 4 1 r) !{ - T - r+xT - CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMEN nspector: 0. *ir Yt""rm .r 'r ,'Ar. +,?r�^.wfir;fN"�;ti`.;.rr w•. . r. • • t;- INSFE6TION RECOR-� D: Retain a copy with permit El Corrections required prior to approval. l0 /s c ��e,/ki Date: (206) 431 -3670 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: fie: ' roe ValiM11011= ype 0 nspectiont ,r „ .. 9 / ` / ' .te a e•: Sp: «a nstruct ons: vipru4s 0 hiLy _ ��JS (.4 1.... bate Wanted: 1 .-- 2- e p ,m. Requester: Ptane No.: 9 INSPECTION RECORD Retain a copy.: with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcentor Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. PERMIT NO. (206) 431 -3670 j2 - Corrections required prior to approval. WININNIM COMMENTS: z a CJ a (,iL ■• 51 1-4.- P 1. /4- to 14E72e rLA -v►, r cTt.O S A-a e CA=T - O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Project I j�t 6bL b • � _ pe o nspect on: A i A Address! " 3 ) �U �. �" Date Called: � 2 � , _°I Special Instructions: Date Wanted: Requester, b/6 VV , // � Phone No•;� �ry �� 4 I PEOIION N INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,r.;,•. ,,. r�rrr ;^• i . "�TT?j'�y,"4'a!iaxv'.PyYr^•'ix erti-- .. x... �+�' .. ¢,"..^,; ❑ Approved per applicable codes. COMMENTS: citC- (206) 431-3670 Corrections required prior to approval, tl`(� p.;►;, - �,A: j �� .,c, -t C-(N, ) ti 54; b (A-3 Inspector: ,f .l Date: Z l ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ecep o.: Date: Projoc ,. 3 ype o nspectto INIMIL ressi %, 1 } 5 . 0 pi bate a " • Special Instructions: ": , : ,l Date Wanted: „,.. A amOn. Requester: , Phone No,: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. OMMENTS: CT 0. 4 INSPETfONCORD Retain a copy with permit Soevirg tJei 5, Corrections required prior to approval. C.1 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 63 00 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: v.; Log36 PERMiT140. (206) 431-3670 ro : M , ,,���LS. Y Ype o nspect on: •��:. i is I Isi ':tea = =t:/ Sp:. a ns ruct ons: D Date anted: ' .m. Requester: O f Phone No.: q �"� � / INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: I D ❑ Corrections required prior to approval. Date; 7/1.i (206) 431 -3670 O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Pr0j:0 / 1 type of Inspectio': .,r tp0 S. r :�� ' ate a o.: )1'a )—ci 1 Spe a Instructions: / Date Wanted: \ , A - cl' am p.m. Requester: � I Phone No,: q q 4 4 LA CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Approved per applicable codes. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. L eceI t No.: C. INSPECTION RECORD Retain a copy with permit (206) 431- 670 R h ❑ Corrections required prior to approval. Date: CITY OF TUKWILA 6200 SOUTI10ENTER BOULEVARD, TUKWILA, IVASIIINGTON 98188 Plan Check #91 -388: Brigadoon Lot 13 5604 S 150 P1 PIIONE # 1206) 433.1800 THE FOLLOWING COMMENTS APPLY TO AND BECOME 'A T THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER S t7 . 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. Gary L. VarDusan, Mayor 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 AP 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 4 Shear Wall Nailing 431 -3670 X 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 R 7 Framing 431 -3670 Y 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 11 12 13 X 14 FIRE FINAL Insp: 575 -4407 X 15 PLANNING FINAL 431 -3670 X 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 SITE ADDRESS: 5604 S 150 P1 Lot 13 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDW3 PERMIT INSPECTION RECORD (Post with Building Permit in conspicuous place) SUITE NO.: BUILDING PERMIT NO. DATE ISSUED: PROJECT: Brigadoon Ridge CoC35 CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS 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. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 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. 09114/110 PAN REVIEW COMMErs Plan Check No.: A j is Project: - W��� L0 13 No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. REQUIRED INSPECTIONS 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). 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). All mechanical work shall be under separate permit through the City of Tukwila. 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. Ail 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. 13. Engineered truss drawings and calculations shall be on site and available to the bui;ding inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 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). 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 (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 contractor's 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. 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. 22. All wood to remain in placed concrete shall be treated wood. 2 . All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. 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. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney Framing * 7. 8, Insulation 9. Suspended Ceiling 10. Wall Board Fastening 11. 12. 13. ><14. Fire Final 15. Planning Final 16. Public Works Final X 17. Building Final PAN REVIEW COMMErs Plan Check No.: A j is Project: - W��� L0 13 No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. REQUIRED INSPECTIONS 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). 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). All mechanical work shall be under separate permit through the City of Tukwila. 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. Ail 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. 13. Engineered truss drawings and calculations shall be on site and available to the bui;ding inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 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). 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 (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 contractor's 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. 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. 22. All wood to remain in placed concrete shall be treated wood. 2 . All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. 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. September 30, 1991 Robert Benedi.ct.o City of Tukwila, Planning Department 6200 aouthcenter Boulevard Tukwila, WA 9£3 1.3E Re: E3.ri.rjadoon Ridge We propose to r :om with the ventilation and indoor air quality node at this project in the following manner. Thank ' you, Vickie Lotze 1) Instai.l frown l(a(lel ,3'30 Exhaust Fan in the hill]. bath. The :Gall 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 fraon llodel 360 Fan has a sone rating of 1..5 and a C.F.H. rating of 100 at. .25 inches of water, gauge. '2) Fresh air will be provided tllru the forced heating system. n motorized c1amper will be installed to regulate the flow of exterior air into the vtructl.►.re when the f.nn i$ engaged.'' The duct will be G" 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. LOT74I • WO. TIIIN(1'1'C)N CON( PAN1' INC. C.;ICNI I 1. • I: w'1'A'1'I: 'AI I;N•I' . 12 500 121:Ir1 :Ko (:om), Sun'I'I, 103 • 111. :1.1.1.wui :, WA 98005. • (20(1) 40:2-7122 • IfiA x W00145-1.2(17:1 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98788 October 30, 1991 PHONE N /206) 431I800 Lotze Worthington 12509 Bell -Red Road Suite 103 Bellevue, WA 98005 SUBJECT: Brigadoon - Lot 13 at 5604 S. 150th Place Single Family Residence Site Plan Approval/ Utility Permit Approval (Plan Check No. 91 -388) Dear Sir: Cary 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 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) (Recrular 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. Sincerely Ph F .'ser, Senior Engineer xc: Greg Villanueva, Denise Millard, METRO, Read File Development File: Brigadoon Enclosures: PF /amc:9:brig S 81'45'23` E 21.50 ta4 85.01' 5 81'4523' _.. 2CO 2C2 2SLF 1D_. _° STCR1 • ?b% 4 86 TYFi` 1.41-.48 LE �Sb33 � 31 G� - resr�p. jj ; 125-- 714.gisl sbt.04 r,) 5604 5. 150TH PLACE_ PLAN 1168 MF=. • 203 . 214 • 2 bt 31 = 4•* =T" 111.5E. FfealtDE 75-1- "T. AT pTii� se. 4 WATER ._RV3i a_ I 3 8 81'45'2` 61.00 LETTER DATED V STORM DRAIN AND SEEUER AND WATER BEDDING - S1-1ALL BE CLA55 °S° B R11`1 GAVEL 2) MIN. COVER TO EE 12° ON ALL UTILITIES IOT13 e IGACOON Pt. AN 116 LEG�?NJ 8° a PVC SANITARY SEDER 4° • PVC 5AN ITARY SEDER SERVICE- S° a D1. CLASS 52 WATER ER MA;N 34° a WATER SERVICE 12• o RCP. STORM DRAIN 4" a PERi•. FOOTING DRAIN ===== 4• a SOLID PVC ROOF DRAM PROPERTY LINE PROPOSED TOPO LINE EXISTING TOPO LINO —V— 30° UTILI T T TR NCH 202 3) PIFII`Lrs MATERIAL FOR DRAM, WATER AND SElir='R LNNLE5 TO IIEET TU°<WILLA CITY 5TANDARDS 4) TOTAL DIRT 1•10%., + TORE APPROX. 100 YDS. �r �a =zJ PROVIDE 5ILT 'fir `ICE AND STRAW AS NECESSARY hI_ E- t 1;:.1:1, FOR EROSION CONTROL (-Art U C l 3 t rj�I�1 a CATCH -1 BASIN 21D L.OTZ -1 JOR 14INaTON COMPANY 4Y e SANITARY SEDER MANHOLE FIRE HYDRANT ASSB1BLYPENM1T CEWER j>Q GA t E VALVE ASS -1 LY D CONC. THR15T BLOCKING 0-0 STREET LIGHT MPE. MINIMUM FLOOR ELEVATION M$E. M1NIM1.21 SEDER ELEVATION MRDE. MMIM1.21 ROOF DRAIN ELEYATIO� J MFDE. MINIMUM RNDH. DRAIN ELEVATION 12809 BEL -RED ROAD SUITE 103 BELLEVUE, 1114 2005 462 -1122 temporary erosion plan - £ The Plat of West Ridge Tukwiria, Washington SITE PLAN Lotze Worthington Company silt fence placement GEOTECIC '�` CONSULTANTS INC MEMORANDUM 13256 N.F: 1nnh It tWurtlwp Way) Suitc 16 Bellevue. (206) 747.56:8 From _ Project temporary erosion and utilities burton r holt rob hronek erosion control plan sanitary and storm sewers recommendations and conclusions driveway locations l l! , Washington n Mutual This' assignment is for the purpose of fulfilling a requirement between City, of Tukwila and Lotze Worthinoton Company Inc. The undersigned does hereby assign, transfer and set over unto City of Tukwila all right, title and interest in and to =15.000.00 (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 Worthington 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 $15,000.00 until a release of this assignment from City of Tukwila is received. Signed and dated at -1 of U 199/, ACCEPTANCE The Undp signea hereby, accepts the foregoing ASSIGNMENT OF /G/�2 0/ Date .k5. r ank Officer for Washington Mutual Savings Bank Depositor Bellevue Financial Cent ASSIGNMENT OF ACCOUNT 10525 NE 6th Telephone: P.O. Box 426 (206) 4644855 Bellevue, WA 98009 Washington, this ,2g4 day /v /2 /9i Date �� ' trt' �: e � ,. � c?'z ne J ,:!;' kR. il. y idA . �'' 9 UG . .: u✓ P•i� y 00 b : f i l � ty # •t •} el : e i L : A l " . iZ:9Y'' >'::Y:'.ti?3fw� "'..(':�iat�,2; •:.n,Z��.gt:1t' 9:$a:A iti %NYltM1ittit01NtN0X0»M)t � ' �Jtn•!��i:Q'iP'>`,iriYi'•Yl �v^Gf�e:I� 1l•) 5w«. iJ., RO» ayl N�• lxk.WAsay.+l•9.i1�?(� PRODUCER NEWTON INSURANCE AGENCY AND BROKERAGE PO BOX 2606 KIRKLAND, WA 98083 -2606 INSURKD LOTZE/WORTHINGTON CO, INC 12509 BEL -RED ROAD, #103 BELLEVUE, WA 98005 :1':t:�''��:?'F. Si ' ) . %t.fjLi: . THIS CONFERS DOES POLICTFS At ' ;�)R�' �,.�:��:� Y ¢¢ $ ti ;�9��y » »�.�e6"`f� �k! p% y, �':% ftf hxL' Q. i {i ('�h'UiYttlkiJFff9li�1R1:>;.��. . : .� ..,,, /': I. A 4 . i i... t • ° >E IABVL L. RM1�4/DD/YY) It y : x'• f3: Y:. f l'dth.Fa`.1:.34"4's:.,"'?!��!�t ,� yi : - 1: 4t; , c •.I ':, , t "'1 I °i28I91 5: ....t'!9. P�:TS`. a?.. n, :1 ��� :.: e 'l:� :•• :::t�R. �. i�}'v . 1 CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE BELOW,_ COMPANIES AFFORDING COVERAGE COMPANY =Tu. A AMERICAN STATES COMPANY LETTER coMPAHY C tElt� f A Y D COMPANY LETTE* E •: J ..r.r ...., . .:...rn� .v ..,..:, t ' �•.r„ N ^'!.' :.�..p ;. ..v.:t.:i '.: I:� . .. ; . ;^ y: ... : .: r ;r.:SY.,e,�iJUt::" •.,.:., .4'xe.i... i.':e.4.ve. n 4 H . -vY. ton n .C. a. .. ..a. , :t.: t^...:..i, } $:,a y.Cy:: :s.,.:a a. .y;L .•,.) .i.. .e.. .i,9. '.•S> : , .Q::rt' •rtc: a:2I : .,,. :..�o-i:,.; , ..:'�4... 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A,�O:Crrk .t3��''0 � ���i wA.n.r �, .on•rvrr.6 ISSUED TO THE INSURED NAMED ABOVE POR 7HE POLICY PERK CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH TI) THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. REDUCED BY PAID CLAIMS. POLICY EXPIRATION LIMITS DATE 0.1M/DINTY) I i 1 A•`" GENERAL LIABILITY I i X) COMMERCIAL OEI:ERALUABU2rY ( i '< ) , { i CLAIMSADE i OCCUR 1 t ` 1 01- CD- 009868 -1 { 09/25/91 I OWNER S A CONTRACTOR'S PROT. 1 ( AL AOOR 1 GENERAL t 1,000 I PRODUCTS- COMP/OPAOOR, i 1,000 1 PERSONAL A ADV, I JURY I s 500000 09/25/92 ‘! ' I EACH OCCURRENCE � � f 500,000 I FIRE DAMAGE (Any ow t"s) { S 50 000 MED, E CPDiSE (Am( me r+naa) 1 8 5 1 AUTOMOBILE I i ) I i { I I I 1 ..•••.•• I S LIABILITY i ANY AUTO 1 ALL OWNED AUTOS I SCHEDULED AUTOS HIRED AUTOS PiON•OWNED AUTOS OARAOE LIABILITY 1 i i y I COMBINED SDNOLE I LIMIT BODa- Y1NTL7Y NI. P'^O° BODILY R(IURY 4ont) PROPERTY DAMAGE 1 t t t t i EXCV$S LIABILITY i I 1 UMBRELLA FORM I j 1 1 OTHHRT1t UMB RELLA FORM i I EACH OCCURENCE is 1 AOOREOATE y s Sr:. aO, $ ;L ? �. ,?':. ?:�LY�1 �t iP S ' ,,, :. '?' d,A w , i�,3i t I I WORKER'S COMPENeATION 1 ; A� I i } j I EMPLOYERb' LIABILITY 1 i t ITATUTORY UMfl i Cz; .. yy ., t,' •, 1 >;itroi,.in o 1 EACH ACCIDEt•Tr 18 i DISEASE•POUCY Limn' a $ i DISEASE-EACH EMPLOYEE 1 s 1 OTIIER I • I RECMED i CITY KW I. OF TU LA I fi 1 ci R Cei DESCRIPTION OF OPERATIONS/ I .00AT1oNS/YEHICLEB/SPECIALITEMS • ' PERM ITC ENTER PF R M Ir CE ! 49' ,, • NT'R :n4, s'; r :n ;>:C +:yi %:: ;::i!r•.t•:u.:� ; .a y :. y .:.:� .. v '• n �. v <},..:rM ...r: •. /...y:..t;•�.<r• i:.M1>.•.,lY. ! ,:4 ., .4...n .. C1:Ft?I:1F'lCA'i':El O E .i: -> >..�... Z.•: ... .... . ..,:A...LR..l4.vx•rr,.4.. %.la.� w \..:M1•4�•R,. (. ,t.�::.G:F:.4w.a..liiii...,.. The City of Tukwila Dept, of Public Works 6300 Southcenter Blvd, 101 , Tukwila, WA 98188 i Ir.'a,)N'til �q/.!•'r » y� ?' of .y w tin .147' .1.Ry.rY• . ; � ::t •f Yirr.+ • .- ,• :i•.'2:h�.. . 1/ �A[ YYi:. 4ril\: ��hi•,.r....s... <..6.t�i.:e..,M1 ].�::i.Li... 4.3x 4.�f�'F S�a.. Y.'?.YP�.�.: _.. �L.:.)''�.'t% . . Ya.,. � •.� t: �.>....... SHOULD i til €€ j ' t l LEFT, k :: .. .,.... . }:: t. t�r�ah�i ANY OF THE EXPIRATION DATE MAIL DAYS +...r.:a.,::.. ;, -: •.:.:; :..::. :.,,,.•..•:.a. :.... ; a:•, : )., • ..: ).< %�„ai <, .. }.}:%.: v,: :t:: i:!itt 'i: >ati.4� . . }. .•::: ':. :s:S::Y:$t.i::.�, % ;: "• ,. .T %::. ..t%.Y <e:• ,t 's.. ,�::�....ww� ;.)'i. %.i=.,Y =:.. � .. ,: .� ).:.�: �� �. `',•,•.;., r. �:: is� :.:...x•se.f.:,•':.:n,::i?•oiL A:.t�,^• e:.kH f.C'+`r::wS; %�i.�u`...�i':.6.: ii: ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE THEREOF, THE ISSUING COMPANY Val. ENDEAVOR TO WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR RIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. _I0 BUT FAILURE LIABILITY OF ANY � •• AVTHORTZEA REPRESENTATIVE . s R . • N � e. ;� .�: ) '•• , •l vA. v:$. !:m! »:t.: •:. a Yv:T S W ..... +F! /i ... T. y � ♦ �. '%,•• • . +n, 'r Ne e 'rFw f>`,.. a�...<S•.��.:.. riv3'i{.. ..5�:..,1 �•a.l• ...al. ..K ..:...y. wtM'�:C•'.��.G :i !. _ .f. o.u., n: ..n':..'2;Y•T.••h(:a. l:!i•:: : /... v 6:441 N0.001 .02 TO G ADDRESS IZOA i1`'MLD nth liSettEWEMA ATTENTION etsoor WE ARE SENDING YOU THE .FOLLOWING Attached Q Under separate cover COPIES DESCRIPTION THESE ARE TRANSMITTED 0 For approval X For review and comment Q For your use and information Q As requested Q Other (23 /P4.LTRANS) City :: Tukwila PLANNING DEPARTMENT LETTER 0 F 6200 Southcenter Boulevard T R A N S M I T T A L Tukwila, Washington 98188 (206) 433 -1849 DATE o01 4, «Q t REGARDING 6ADAQT ' 1�N 12611 '7 f 10 """... ••TT -v CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION PLAN REVIEW NO. 91 -387 & 91 -388. CONTACT: MICKIE LOTZE PROJECT : BRIGADOON RIDGE : LOTS 7 & 13 ADDRESS: October 4, 1991 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. PREPARED BY: ROBER BENEDICTO, . SR. PLANS EXAMINER PLAN REVIEW: 91 -387 * D.C.D - BUILDING DIVISION * PLAN REVIEW * PROJECT NAME: BRIGADOON RIDGE, LOT 7 DATE: October 4, 1991 OCCUPANCY GROUP: R -3, SINGLE FAMILY RESIDENCE TYPE OF CONSTRUCTION: V -N LOCATION ON PROPERTY: O.K. RE: CHK. LIST BUILDING HEIGHT /NO OF STORIES: TWO FLOOR AREA: 1576 SF DWELLING, 462 SF GARAGE OCCUPANCY LOAD: 5 EXITING REQUIREMENTS: O.K. DETAILED REQUIREMENTS: SEE CHK.LIST NOT LESS THAN ONE SIDE. R -3, DWELLINGS & LODGING HOUSES PLAN REVIEW - CHECKLIST SITE PLAN DWELLING HAS ACCESS TO PUBLIC WAY OR YARD ON 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 DIST ANCE TO THE PROPERTY LINE. ✓ 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. SITE PLAN YARD REQUIREMENTS OF U.B.C. SEC. 1206 (b) ARE APPL ICABLE AND ARE INDICATED. 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. FNDN. PLAN FOUNDATION VENTILATION HAS BEEN LOCATED ON PLAN AND MEETS REQUIREMENTS OF U.B.C. SEC. 2516 (c) 6. 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. FNDN. PLAN MASONRY CHIMNEY FOUNDATION IS NOTED AS 12 INCHES THICK AND EXTENDING 6 INCHES OUTSIDE THE FIREPLACE WALL. FLOOR PLAN(S) ALL ROOMS ARE LABELED. 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., inin net clear opening height = 24 inches, min. net clear opening width = 20 inches, and finished sill height not to exceed 44 inches). • V R -3, PLAN REVIEW CHECKLIST - PAGE 2 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. V 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. V' 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 NOTED OR DETAILED ON THIS PLAN SHEET. U.B. . SEC.3205(c). 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. ¢4cf3 OtArIAAA, BUILDING EXTERIOR ELEVATIONS ALL SIDES OF BUILDING HAS BEEN SHOWN IN ELEVATION, AND APPROXIMATE FINISH GRADES HAVE BEEN ESTABLISHED. 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, STRUCTURAL MEMBERS SUPPORTING THE SEPARATION HAVE BEEN PROTECTED BY EQUIVALENT FIRE - RESISTIVE CONSTRUCTION. R -3, PLAN REVIEW CHECKLIST - PAGE 3 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 CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT HAVE BEEN SUBMITTED AND PROVIDE FOR THE LATERAL BRACING REQUIREMENTS. tv 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 (C') HAS BEEN ATTACHED TO PLANS AND REFERENCE TO THESE REQUIREMENTS HAS BEEN "RED LINED" ON PLAN IN PROXIMITY OF THE MASONRY FIRE PLACE. V 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) . Ncxa 'Frw3zt -'j" (c GENERAL DECKS WITH EXPOSED WOOD STRUCTURAL MEMBERS HAVE BEEN DESIGNATED AS TREATED WOOD OR WOOD APPROVED AS RESISTANT TO DECAY. yNICY I' Crp N1 . _PARseiu OIA ' o,fr sa . 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: WATTSUN 5.1 FILE: C:\W/\TTSUN5\PLAN7188.WS Homeowner: Mail: Site: Lot 13 Brigadoon | COMPONENT PERFORMANCE | ENERGY BUDGET REFERENCE DESIGN Component Floor Glazing (§15% Doors AG Wall Ceiling Infiltration PROPOSED DESIGN COMPONENTS Component Floor Glazing (Ii15% Doors AG Wall Ceiling Infiltration Struc Mass 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 08/09/91 Description REFERENCE 372 9.30 819 vented Joist 1600 2G\ vinyl 1/2" Wood 1-3/4v solid panel 819 lNT T1-11 R30 blown Attic STD baffled Current Practice Light Frame, Sheetrock walls Analyst: Jurisdiction: Utility: Floor Area: 1487 ft2 Builder: Lotze-Worthington Company Weather Data: Seattle. WA Address: 12589 Bel-Red Road Suite 103 Climate Zone: 1 | The PROPOSED design *COMPLIES* with 1991 WA State Energy Code. U-0^U41 U-8.650 U-0^4U0 U-U.0G2 U-U.O38 U-O.041 x-O.S4O U-O.3BO U-O.081 U-O.O38 ACH-0.4U0 Proposed UA HOUSE ID: Plan 47168 PROPOSED 343 Btu/hr-F 8.57 kWh/ft2-yr Reference Value X Area = UA Reference UA 1125 223.1 20.0 2116 1160 48.1 145.0 8.0 131.2 41.8 372 Value X Area = UA 1125 46.1 218.0 117.7 20.0 7.8 2121 129.4 1160 41.8 12514ft3 ( 91.6) 343 M-3.000 1487 4481.0 Items in parentheses not included in COMPONENT PERFORMANCE totals. = Page 1 = WATTSUN 5.1 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 08/09/81 -- FILE: C:\WAT7SUN5\pLAN7168.WS HEAT1NG/COOLlNG/VEN'7lLATING SYSTEMS PROPOSED Heating System Type: Gas Furnace Make: Payne Model: 376can048075/ System Efficiency: 80 % Modified Efficiency: 64 % Heating Load(at 44F dt): System Size Maximum Size @150%: Average Annual Heat: Annual Cost: SUPPLY RETURN 21733 Btu/hr 21733 Btu/hr 32599 Btu/hr 63 MBtu $ 353 Ventilation Type: Non-Heat Recovery Option: Option 1 Cooling Load(at 4F dt): 19172 Btu/hr Recommended Size @125%: 2.2 tons PROPOSED DUCT SYSTEM GLAZING ORIENTATION South: Southeast: East: Northeast: Solar Access: Partially Shaded Location Vented oraw\spaoe Vented oraw\spaoe PROPOSED 54.5 ft2 0.0 54,5 0.0 Avg Rvalue Surface Area R- 6.0 R- 8.0 North: Northwest: West: Southwest: PROPOSED 54.5 ft2 0.0 54.5 0.0 HOUSE ID: Plan #7166 297.4 ft2 59.5 ft' Eoonomio and energy oonmumptiqn estimates : are desiQned for comparative purposes only, Actual qomttorheating wilLvary depending on weather pOnditions, occupant lifestyle Other factors. = Page 2 = NORTHWEST HOME DESIGNING INC. ( three Deciduous trees be planted on each lot prior to final approval of the Building Permit. NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of thepriginai document. FILE COPY 1 understand that Plan Check epprotels are sublect to error's omissions and approval of plans authorize the violation of any adopted code or ordnance. Receipt of ceteirecter copy of approved lam SEPARATE PERMIT AND APPROVAL REQUIRED — Attention: Building Official THIS PLAN IS FOR ONE BUILDING PERMIT O 4LY Building Site: • EC 4 SECTION rat ,,..1E=' " eq tbop. k4`ll4. R.I. sN l . NIANFbP'- SEC°f'ILDRI ii,11/1011111RVIWN t6'a t p 4NGO 1 ewicri‘ At (1rre'x ") i(o if eKro s girt Jats 2..8 121'•r K.' o. ... PP 1 0 4 11 StoJ Jot 4 c.44,1% vAP.R R�ir;� 4U61 o por..K f e 104AL. x-20 10 co. Imo• ''N �i �,t & sW P' la, of.- 8 J 1.lr�tsT. 2 ot41'�.iC 0. c. 049 t ct17' 4 e.AR. I p 4174- !fie -" colt •4 e r fo fi2AVoDe � MOMS OF *5E_ i ilTeaL r'i`IEL r' -I,; i on 13AcK _ > � M ar V= / 4ContC. (Loop -II''LAP> ovr,K •04<o viyaJEtA vArG12 e.AgRItz = Ar4r7 GoMrrvel 6 (ZA`'EL $3A6t, Ei 24- ! IA, ID 4 60 rIC. 1'T� ( Z r1.64) Ni O/(5( I) � TU . 4 )5Ape od 18 i -ro ca -)24 v A( IA I-fH 0.1. 1 Ir 3 ) ALE-014 o14 :o 2 -8 7aap a rchllt4 ) 5 V = .R6EI.1,517 Vtrt�l -T (t' <. i <o 5)rt2ovli7E 2x8 13 LOGICi1k k( AL Jo 151 LA rZ I I I I I I I► I I I I -I�I i� 1 0 16 THS INCH 1 2 r - 3 4 NOTE: E - LA -rp24. I✓�TeA.Ixf 110+1E- L p 6-1,a 1 L at.) II F :K ¶r; iE \ �� S„ • raistv ttt.rl . - 's I sv • , 41 l It (2l 6. FLOo JO1 e 111111.11111111111111111111111 111 ! 1 1 1 1 1 1 !11111111:111!1 11111 -11 5 6 7 8 If the microfilmed document is less than this • . • - 40. , 10 -G tl 1 { k cork. ?A1 r 'LAPS cod C. 12'('OOr - FOUNDATION & FIRST FL ►.;►R FRAMING PLAN 1 ! 1111k14111 111! 11 1111111 1111111111111111111111111111 9 1. 10 11 woe Nos..RMA Y 12 • l CITY OF ruKwi APPROVE •0 C /3 1 Every effort has been taken to assure the cc ' racy el those drawings. Furthermore, the gener:,■ contractor muss check and verify all dimensions. f .• • ti fr • 4 CHECKED DRAWN BY - 1 - 11) 1 1 DESIGN 19143:9=1- --- L,P.3 SHEET NUMBER 3 - 3 OF 8 z • L JL J. J JL JL A J .e fri io Joy/14 (ql_ t v. fz F E012 LL !"7"imemomoseskmeam ;■•••••10.040•1■11.11•••1..... 11 1 11 • 22-0 ( Loov J01/214 Q**1 'xw rim Jov?ei (4v) 1. 0 10 THS INCH s SECOND FLOOR FRAMING PLAN 1 2 3 1 Every effort has luten tal to assure the 4ccinacy of these rhawings. Fulthermoto, the ganet contiactor must awl verify all MASTER BEDROOM BEDROOM 1 to v. e-,.g.V BEDROOM V%4 - 1 10-- A IL- foq- e- 4 ■ 1 • 1 11 1 1 . - 2 I 0- Ei5 1 11 2 2-0 1 1,2x ova 4ceess °pw* ete)44176 Umtata C4& Ace5 s #114)0 'MOVE Faga lAMATN4 oaleciess MAW/0 v le=?,e) , '** , . ril 4 5 6 7 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. SECOND FLOOR PLAN 8 9 10 11 MADE IN GERMANY 1 2 1 ti 10-10 111 COPYRIGHT 1990 NORTHWEST HOME DESIGNING INC. (13 •;;;,"!... • , . • ..• • 1 • • •. . • •.CITY OF TU14 APPROV OCT 2 1 ' RECEIVED CITY OF TUKWILA SEP 118 PERMIT CE1\11 ER C) A Z 0 (N4 4 : • " DRAWN BY 6Iei CHECKED DESIGN - 11(4 , 8 SHEET NUMBER 3 • 3 O B s 17 ' 1. JoI` -y( 0 • • I n • 2 - 0 ( Z x io fL J 0 1 44 1- 7 Q - i (o 0 .C .) I � 4 rr , f r - o tr 2xlU RIM .6i (4v) 10- 2 \ li Jo+ Y' A I1L - R ' i X 17g , }� Z+o Jo ty — ' (�LI x Jc MAIL) 1 s>;. E Q ac , F pt-t; 1 ,1 ro il (~ F17. lzs ----) SECOND FLOOR FRAMING PLAN 0 16 YHS INCH 1 2 r • BEDROOM BEDROOM i iov. yt7.V ft 1 3 -0 , . 1 1 �. -s / ? Every effort has Ioan thl'en lo assure the accuracy of these drawings. Furthermore, the getter:) contractor aws! check and verify all 11111111111 1111 111 1 t11I11lIl1l1l1_ I IlI I Ifh k1l1ll (1IIII�I�lll�lll,l�l I�III�I�I�III I 3 NOTE: If the microfilmed document is less clear than this i notice, it is due to the quality of the original document. 1 H C7-O 11 i -2 11. 1/ Al- ft t r Q I+ 1 II 22 - O , lW. X' I4 i6 0P0 ate C s WItet, fiE itIP ' rAI MEA °P / /Ism FOt /o 41 1.S _• ie, TO moll. 11IIli-1111 1111I11111111111I1fiI111I11111 ;II10l11II 9 {r 10 11 NAQE IN GERMANY 12 i 1 !i 10-10 1 II COPYRIGHT 1990 NORTHWEST HOME DESIGNING INC. SECOND FLOOR PLAN M CITY OF 1 UR►w/ APPR()V OCT I r. 1S' RECEIVED r CITY OF TUt.WLLA PEt3M T CEN FEi (7) D W co S h W CC 2 O z 7• SECTION SECTION ION _T *4 cykfk Nis GaINDE vArbfk rs fZ-1°1 1s1tIL. le - EN (" eoicataci TY''K WRAP 1 1i Gtr • 44 rel. 2v4.6. 4- -raoci l eo 0.C. 8sCa PLJ'.re. 2i tM JcIVT 'AS Jc $i$Tia IG�C•� 1t -l9 11150... T v - ,n ALL 6 1 1 + ssoi � e. e. YAL �Y 4" do 4 - • Rig VA Li- W f � t3Er ; -( RU oc ral2aI/' Lu it C-fyo) i �+ 2 - ( Loh►k R - voo g CEtVED CITY OF TUKWI: A SE U y` PERMIT CENTER CHECKED DRAWN BY DESIGN SHEET NUMBER 4. 1 III1 11 11111111111lill111111 11!JIII111111 II.1I111111y1y.111r11IIi i II11 IIt 111111111111 1111111 1111I 1 11111x1 0 16TNSINCH 1 2 3 I 4 5 I 6 7 8 NOTE: If the microfilmed document is less clear than this Will -11PP! 1111 11 9 10 11 "DE IN°ENMMY 12 C " t r 5 4 CHECKED DRAWN BY 1P 1. DESIGN tra ■ s; 111I ti . +l�111. _� ■ 1 -_ : .1.. ■.1 n/1 I.. hat ■ NM ■_1 1111111 ��� ■■ ►J Go )'' A�r1AL1 S(/ /1 )((= F3ar4E E3t7. IA/ fx2 rye It i! IZ x I- o:I v��s,' \e� f ,4 t t : � - O " FRONT ELEVATION • I� clic I, LEFT ELEVATION I ; �o l A4rN A L 1 IIIII1 llIIIII1' 1' I il�li _ t1'''1'lt1'•I'r 11 �'IIf t I�III,I IIIIIII�iI I t1 t11' �jllll�t�a llll� i�I�I�I�ijll llllllll�i`IIIIIII�III�'i�l 0 18THS INCH I 2 3. 4 5 6 7 8 9 } 1 ✓ - 10 11 WADE IN GERAGAVY 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the (original document. 5 Gov D rvi 51A L Miff Ohl 'j $ FA t 7. co te r- r fo EirYP 1.10 iZ. v5 ' SI>7I 4 Ft rh I41-t aA f2 6xc' fob 1i/ l x ! 2 1 far Chy 0 , r RECEIVED CMS ) OFTUKWiLA 0t9 ia�v7 ti PERM f CENTER REAR ELEVATION 1 11ili11111ili�i�i�iliii�iiil ►iiiiii ��I r�L��iri91 �iiiliii�iiili�i�liiliii�i(Iii iiii�ijiiii�jji�iiji�i�i h`f`1 16 INS INCH 4 5 6 7 O NOTE: If the microfilmed document is less clear than this 0 1 2 3 if Ili l �I�l IIIl�l�lll�i�l�ill�i�l�lli�i�i� ill ilitil 9 i. 10 11 Mlle IN GERMANY 12 Ah CABINET DETAILS or; Of' SO a PERMIT CENTER 0) 0 (Y) 1 co 10 0 c\I (1) 0 e • . . 0 (1111111(11T111111111111 111 11111111111111111111111q1111 111111111111111111111111111111110t11 1111141 1111111111111 :•, "5" - : 0 6THSNCH 1 2 3 4 5 6 7 8 11 IN GERMANY 12 9 10 . NOTE: If the microfilmed document is less clear than this • notice. it is due to the nullity nf the. erricrinal Anr”m^nt_ as, r A - DESIGN SHEET NUMBER 8 r„�raz� r = .",( r' ME-TA L. 611111"W ot� x� FA 13P SIC'IN4 A� P1R 66v. V2 ` c_ )< F LYhI ‘21-11 JIgA g - 4 a Gofr• A6rI AL fJl� tzOO FI 14 F •: c-Dx Zx 10 ZArT5126 @ 2xS O1 ' -`' C� z4" O -G At- 4 ,11'.401\1 LJi 1Jol71 F�ANCt:R'i 4x12 4A0AC Door? H5,4 rim 4.m lac. cAv E F1.op ov5c ,e)06, v146/1150 yArd!? 43Al2 RItc 4,N feoc 1: E 'A6 • I 1 11 I 111 I 11 1 0 16 TH.". INCH 1 2 5 /g - t'YPF -x 1'1JE3 � ..11/11 9 470 NI 4t 1 J 0 15 -" FJA144512* n 2 ip F L. Jaitif IlnO•G 1.1/610 J : coL tjiii « r Al 'f' A N19 t"1, cn LtJ M d t,, E 001 -fort 11 re t71.1. 3 IE Ii P 30 x x In co NC . 't"c1 • .kJ/ 4- 0.1V 13' (2c. .A AY r 5 BUILDING SECTION r \ \ N„........................._ . — v e Vs P > • • III 11111111111111111111111111111 111111I111111 1111'1 11111111 111 if I I I I I I 1 1 1 1 _ 1 1 1 1 1 [ 1 1 4 1 1 1 1 3 4 5 6 7 8 COTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. Co Mr A s f IN� gc,O f 104 E 51 • vor -rRd ' Ff' 24j • 111 11!111111 1111111111 1I11111111111111111I1I1111 9 11 MADEINGERMfrm 12 DIljiStri 1 5' 14r11c (156 51 lR �04 zic4 �c �1r►�1~n v1rJT PrJ O il1 hlC-I . LACI-I cz v.:13 - 11 f tz ark N.><15." FA : : I, 3p. 47IDIN4 Ax 7 I2 ►>;Y• 1/2 CPA rt-(kJ . 414. - TYv K KlfAr � f I FItJ1GiW G�(Lfrfi�E j / //r�\\ \ \//7 \\N ✓/ /7/ ,\V, ' CITY OF TUKWILA APP OCT 3 931 CITY Of- �(�y SE U 7 l bi PERMIT ctrtirE Y • General Notes 1. Construction shall comply with the latest edition of the Uniform Building Code. 2. Do not scale drawings. (Use dimensions) 3. Refer to interior elevations for cabinet and counter lengths. dimensions. countertop materiels and detail reference. Verify all existing dimensions before Instailation. 4. Factory built chimneys shall be U.L. labeled and Installed in terms of their listing. 5. Design Criteria: Dead loads Actual Hoar Ifve food • 40 P.S.F. DEcKlive load 64 Stair live load 100 P.S.F...- Roof live load (snow load) 25 RS.F Wind and earthquake: These loads vary depending on site location. Check with a local structural engineer to verify compliance with lateral loads. Assumed allowable soil pressure 2,000 P.S.F. Oeneral Structural Notes 1. All materials and workmanship shallt:onform to the requirements of the drawings, specifications and the uniform bliiiding code. 2. Concrete shall attain a minimum 26•dcy strength fc =2.500 PSI and mix shall contain not Tess than 5 sacks of cement per cubic yard. • Concrete construction shall be unsupervised. 3. Reinforcing stereI shall conform to ASTM Specification A6t5 -72. Grade 40, fy= 40.000 PSI, Design lb) I 6,OQOYSl. 4, Lap continuous enforcement 24" min. 5. Concrete protection cover) for reinforcing shall be as follows: Footings and other unformed surfaces, earth face 3" Formed surfaces indirect contact with - earth 2 " Surfaces exposed to weather 1 'I 1 Slabs _ and wails (interior fore) ' �• 6. Framing lumber shad meet the following minimum standards: Studs. plates, and misc. light froming: Hem Fir. standard or stud grade. Joists: Douglas Fir. Larch 12 : . . - Beams and Hooders: Douglas Fir, Larch f1 (fb: 1300 PSI) Glue Laminated - Beams: 24F No's: If a higher lumber grade is shown on the framing plans or sections. use the higher grade 7. Prefabricated wood trusses shalt be designed by the manufacturer for the spoilt and conditions shown on the plans loading shrill be os. follows: Top Chord Live Load (verify with Building Official for local snow load) 23 PSF Top Chord Dead Load . 13 PSF Bottom Chord Deod load ............. ...... PSF • Tote! t 50 PSF tile roof total load to be 55 PSF) Wood trusses shall utilize approved connector plates (gongnait or equal). Furnish shop drawings and design calculations (complete with stress diagrams) for approval prior to fabrication Submitted documents shall bear the stomp of a registered professional engineer. . provide for shapes. bearing points. hip framing, etc shown on the drawings Provide for all temporary and permanent truss bracing and bridging. ' - . Truss shall carry monvfocturer's stamp Controctor shall have design detoits and drawings on site for frame inspection No truss sholi be•fietd modified without prior approval of the building department. 8. Plywood roof and floor sheathing shall be grade CD•exterior glue or structural Ll exterior give Plywood thickness shall bo as shown on pions. Nail oil plywood to supporting members os follows 8d a 6" o.c. at plywood panel edges 10' o.c. ® intermediate framing for floors 12" o.c. ® intermediate framing for walls and roof unless shown otherwise on plans. 9. All wood in direct contact with concrete shall be pressure •treated sloth on approved preservative. 10. Contractor shall provide temporory bracing for the structural components until all final connections have been complete in accordance with the plans. 11. Footings shall bear on solid undisturbed earth Wood Framing Notes 1. Minimum nulling requirements: unless otherwise noted. minimum naffing shall be in accordance with table 25•Q of the uniform build- ing coda. 2. it sawn timber foist ernes: provide cross - bridging of 8 •, -0" o.c. maximum spacing and solid blocking of bearing points. Provide double joists each side of openings unless detailed otherwise. Provide double joists under all partitions 3. Attach timber joists to flush headers and booms with Simpson Metal Joist Hungers to suit the joist size. 4. Notations on drawings relating to framing clips. joist hangers and other connecting devices refer to catalog numbers of connectors manufactured by the Simpson Streng:Tie Company. Son Leandro. Coiifornio. Equivalent devices by other manufacturers may be substi- tuted. provided they have IC8O opprovol for equal load capocities. 5. Individual members of built -up posts and beams shall be attached 16d spikes at 12" o c. staggered 6. Alt wood stud walls sholl hove lower wood plate attached to wood framing below with 16d nails at 6 o.c staggered unless shown otherwise. 7. All sytood framing details not shown otherwise shall be constructed to the minimum stondords of the uniform building code 8. Nail gypsum wallboard to all studs, Fop and bottom plates and blocking with 6d cooler nails at 7' o.c. unless shown otherwise MISCELLANEOUS Unless otherwise noted use R•19 Batt insulation in exterior walls. R -30 bolt insulation in all floors. R.38 Batt insulation in al! ceiling or rafters-Insulate all spaces odjacent to the exterior or to unheated areas. 1'!a " -2" rigid insulation at masonry, foundation walls. Insulated double glazed glass at all exterior gloss oreos and tempered glass in all sliding gloss doors and wirg'ows less than 10" above floor. (Check local codes for additional blazing requirements and olso .monufocturersepteifications). Verify all rough opening sizes with window manufacturer. All skylights and decorative gloss must be installed to manufacturers specifications. Caulking of all sashes. sliding glass doors. entrance doors and bottom plates. Contractor to install side wall and ceiling insulation in continuous blonkets without holes for electrical boxes and light fixtures or heating duct work. Generously caulk all openings and crocks - mechanics arid electrical to be designed by others. Doors between garage and residence to be self - closing, tight - fitting. solid Mood or metal door 1''e" inches or more in, thickness . Kitchen range and bathroom exhaust fons shall be vented to the outside via metal ducts. unless otherwise approved by the building officio! Clothes dryers shall be exhausted To the outside d in on areo that is habitable or containing other fuel burning applicnces. Heating and cooling equipment locates in o garage and which generates a glow. spbrk or flame capable of igniting ilomrnoble vapors shell be installed with the pilots and burners or hooting elements and switches at least 18 inches above the floor level. Every dwelling unit shall be provided with smoke detectors conforming,tp the UBC Standard No. 43.6. Detectors shall be mounted on the ceiling or wall.ot a point centrally located in the corridor or area giving access to room used for sleeping purposes. When sleeping rooms ore on an upper level, the detector shall be placed at the center of the ceiling directly above the stoirway. All detectors shall be located in accor- dance with approved manufacturers instructions. When actuated, !he detector sholl provide an alarm in the dwelling unit. Ail warm or furnaces shall be listed and labeled by an approved agency and installed to listed specifications. Appliances intended for installation in closets. alcoves or confined spaces shall be so listen. Verify clearances with manufacturers specifications. Fire damper ducts piercing separation wall between garage and residence use minimum 126 glov. steel ducts. Every factory-built chimney. type t vent. "ripe 8 gas vent or type BW gas sent shall be installed in accordance/with the terms of its listing and manufacturer's instructions. Factory ,built fireplaces and fireplace inserts shall be tested and installed per conditions of listing. Useable space under stoirs to be surfaced with s /e" Typo "X" GWB. Tope and finish gypsum wallboard. One hour construction. Fire block seders Between sloir stringers at top and bottom and along run between studs. Stairways: Maximum rise 8' minimum_ run 9' minimum headroom 6'87 minimum width 267 Handrails to have ends returned and placed minim 34" maximum 38" above tread nosing. unless designated for the disabled, the handgrip portion of handrails shall be not less than 1'. '." nor more than 2" in cross•sectionol dimension or the shape shall provide an equivalent gripping surface. The hondgrip portion of hand• rail shall hove a smooth surfoce with no shorp corners. Handrail projecting from a wall shall hove a space of not loss then 1' /a" between the wall and the handrail, Install fire blocking of top and bottom of stair run. Rafter ties: Maximum of 4' o.c. where ceiling joists and rafters ore not porallel. Fasten as required. Pl•wood exposed to weather shall be (rninimum) CC exterior, Attic ventilation. The net free ventilating areo shall be got less thon Visa of the ores of the space ventilated, except that the area may be ':goo, provided at least 50 percent of the required ventilating area is provided by ventilators located in the upper portion of she space to be ventilated at least 3 feet above gave or cornice vents with the balance of the required ventilation provided by eoveor cornice vents. Rafter spores enclosed by ceilings directly applied to underside of rafters shall he sized to allow a minimum 1 inch clear vented air space above the insulation. Attic access minimum opening 22" X307 30" minimum clear headroom shall be provided above the access opening. Attics with a mo;ci- mum vertical clear height of less than 30" need not be provided with access opening. Per UnSiform Building Code No. 3205 When decks, porches, etc., are more than 30" above grade, provide guardrail not less than 42" high with intermediate member, not more than 6" apart (to withstand o horizontal force of 20 lbs. per linear foot). Provide minimum 18" crawl space under wood. Showers to have 6'0" high minimum surround with woter repellant GWB backing. All gloss enclosures to be safety glass. 2X CRIPPLES 16 FILLER• D8. STUDS AT CORNERS (TYP ) (OF CORNER iii■nsiiaiili. 1=1111 tr• 2X PLATE SIMPSON /MST 27 STRAP TIES AT ALL CORNERS • (TYPICAL) SHEET NUMBER Lc\ • Jt 2 • 4 TOP PL ATE HEADER _,-_ LATERAL RESTRAINT DETAIL FOR FIVE RAY PLAN VIEW NAIL SHEATHING TO 'READER (it 3 O C IA 'WAY BLOCK AI P ED( E S t APA RATUI' SNE A HONG MW .. JE• TOSS CD. 2X TOP PLATE (LAP OVER PLATE BELOW AT CORNERS) NE AMR .G 11.lt'.D Ill < (TRNEIT t vP!1. At APPROvE O HOOKED END WOOD 1000NCRE11 CONNECTORS WIiH 3500r(APACUTYPER 4 0C SEC( :5'0 ELEVATION F :.LER iTYP 1 tee STUDS AI CORNER MIN MIN 48 PANEL NAT! SHEATHWG 10 EA PLATE ANO STUD .( 3 0 C AND ' .' FROM EDGE OF OUTSIDE PLATES AND STUDS AND IN CENTER OF INSIDE PLATES AND STUDS WITH 8d NAILS '1 I - r i. ' 2 1>< StUC'S NA1l SHEATHING �''` ---- TOEA SLUG t.: t•- �i j MIN 48 PANEL 'I I 1 - -_- 3 2x PlA1ES NAIL SHEATHING V j 1 to EA PE ATE 1111; 0, 4, 'I ill J ' ° • 0 ANCHOR 800 W MIN EMBEDMENT OF 7" UBC SECT 2907 ANDTAP4ENO 25 FOUNDATION PER UBC SEC's 2910 AND TABLE NO 29 A MINIMUM LATERAL RESTRAINT PAN 22Vs MITRE CUT HEADERS AT CORNERS (1ST ) r ��•� �'` n y- "1 II 1IIIIIIItIIIIIII1IIIIII! lIII1IIIlIiIIIII !IIIJI 1 '1 1 11111111111i111111111111111 1111 { iI!I!IIIIII.IiI!IIi1I1I I!l'I t 0 18 7NS INCH 4 5 6 7 8 ' ! Nf3TF: If the lllicrofilmed document is less clear than this notice, it is due to the quality of the "original document. 1 2 3 NAIL STRAP 11E5 w Bd NAILS 3 "O C MORTAR CAP EFFECTIVE FLUE AREA FLASHING ANCHORAGE CLEARANCE ANCHORAGE SMOKF CHAMBER FIRE BRICK THROAT DISTANCE -4 LINTEL 1 OUTSIDE HEARTH FIREPLACE OPENING HEIGHT . i11�»1l. e Wean stela TIE IF FLOOR 1S 6' 0 A8OvE GRADE GRADE 10'-0' MIN. it r OBE STUDS AT INSIDE OF CORNERS (BOiH SIDES; HEADER (EXTEND TO CORNER TYPICAL) 1j i�ILI III! ! Ii11 !I 9 10 11 -E-ER- 12 • - e • FIREPLACE SECTION LATERAL RESTRAINT FOR CORNERS Con flans .NHD Construction Document License 1. Grant of License In consideratia ::'f payment of the building fee, which is o part of the price you paid for this product, Northwest Home Designing. inc., as Licensor, grant ' ou, the licenses. a nonexclusive right to use and to construct one structure from these documents. NHD reserves all rights not expressly granted to Licensee. . 2. Ownership of technical drawing NHD retains title 17 USC and ownership of the construction documents and all subsequent copies of the woi ks regordless of the form of the original and other copies. This is not a sole of the original documents whatsoever. 3. Copy restrictions These technical drawings and the accompanying materials ora`copyrighted. Unauthorized copying of these documents is expressly forbidden: you may be held legolly responsible for any copyright infringement that is caused or encouraged by your failure to abide by the terms of this Agreement. R. 1Fonsfer restrictions These technical drawings are licensed only to you. and may not be transferred to anyone without prior written consent of Nortnwest Homo Designing, Inc. In no event moy you transfer, assign, rent. lease, sell or otherwise dispose of these construc- tion documents. S. Miscellaneous This Agreement is governed by the laws of the state of Washington. Neither NHD nor anyone ease who has been involved in the creation, production, or delivery of this product shall be liable for any direct, indirect consequential, or incidental damages. Fur- thermore, framing techniques and construction methods vary from location to location, thus the contractor must check and verify all sizes and dimensions. NHD has taken every effort to assure the occuracy these documents: should you hove any questions concerning this Agreement, the construction documents. or if you desire to contact Northwest Home Designing, Inc. for any reason, please contact in writing: NHD Marketing Division, 49.28 -109th Street, S.W., Tacoma, WA 98499. Fax (206) 588-0607 or call (206) SE:4.6309. cI '/p • "F f 7 tc --- FLUE LINING VERTICAL REINFORCEMENT - - - ', MINIMUM -- PROVIDE SMOOTH SURFACE DAMPER OUTSIDE AIR INTAKE - FIRE BRICK FIREBOX WALL THICKNESS INSIDE HEARTH HEARTH SLAB REINFORCING 45 ° MITRE CUT HEADERS AT CORNERS TO MATCH SIMPSON /MS127 STRAP HE NAIL TO HEADERS ‘S 8d NAILS 3" 0 C FINISHED GRADE DBL. STUDS AT CORNER (TYP) BELOW BELOW HEADER cm Vi° iii(' SEP 09 PERM Cf^N 0 z • LL