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HomeMy WebLinkAboutPermit 6832 - Brigadoon Ridge - Lot 16 New SIngle Family Residence6832 91-385 brigadoon ridge lot 16 5626 south 150th place Permit 6832 - Brigadoon Ridge Lot 16 PE •F • T.: V -N UB ED TI • (year) 1988 SETBACKS: N- S - E- W- FIRE PROTECTION: OSprinklers 0 Detectors 0 NWA UTILITY PERMITS REQUIRED? 0 Yes 0 No BAR /LAND USE CONDITIONS? © Yes ( Pubilo Worksl 0 No ZONING: CONDITIONS (other than those noted on or attached to permit/plans) WA. ST. CONTRACTOR'S LICENSE # LOTZLCZ14605 EXP. DATE 9 -25 -92 ARCHITECT Gerry Slick PHONE 840 -9802 ADDRESS PROPERTY OWNER Lotze Worthington PHONE 462 -7122 ADDRESS 12509 Bel -Red Road 11103, 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 # LOTZLCZ14605 EXP. DATE 9 -25 -92 ARCHITECT Gerry Slick PHONE 840 -9802 ADDRESS IZIP � �r CITY OF TUKWILA Dept. of Community Development- Building Divisio 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: ;tP ROJE,CT. , INI ORMAT!bN SITE ADDRESS 5626 S 150 P1 Lot 16 SUITE # VALUE OF CONSTRUCTION - $ 122,683.00 ASSESSOR ACCOUNT it 109990 -0160 PROJECT NAME/TENANT Brigadoon Ridge TYPE OF Q New Building 0 Addition U Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: Construct new single - family residence. ,COMPL1ANCE' • FLOOR; APPROVED FOR ISSUANCE BY: SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lav and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. SIGNATURE: �;, DATE: PRINT NAME: �- fi Q p pA „k COMPANY: t.or'z /0„):91271.2t /j✓', his permit shall become null and void if the work is,not commenc within .180 days!frorii the. date: suance, or if the work is. suspended or ab for a period of 180: days from. the last mspectioi DATE ISSUED: SQUARE FEET BUILDIFG PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) OCC. LOAD DESCRIPTION AMOUNT RCPT # DATE BU ILDING PERMIT FEE 720 00 Gt . I (- (-. PLAN CHECK NO.: SQUARE FEET OCC. LOAD BUILDING OFFICIAL SQUARE FEET OCC. LOAD CERTIFICATE OF OCCUPANCY NO. 91 -385 TOTAL SQUARE FEET TOTAL OCC. LOAD DATE: /: _ ?/ " 9/ UilltIATU PERMIT NO. CONTACTED DATE READY DATE NOTIFIED BY: knit.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) BY: (init.)_ AMOUNT OWING .--1V , 5O 3RD NOTIFICATION BUILDING( ;'ERMIT APPLICATION TRACKING PROJECT NAME PLAN CHECK 4 MBER - 7k) 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) u FL TOTAL SQUARE FEET OCC. LOAD SQUARE FEET 000. 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. t BUILDING - initial review 0 FIRE 13 PARTNIE PLANNING . PUBLIC WORKS 0 OTHER ►T�. qi -a - q) DATE ::: 6 PRO. /e CONSULTANT: q- H-7//2 INI INIT: INIT: ROUTED INIT: 0 3/ INIT: FIRE PROTECTION: ZONING: BUILDING - final review REVIEW COMPLETED icadoon Y U1REME <<: Date Sent FIRE DEPT. LETTER DATED: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- Sprinklers s- UTILITY PERMITS REQUIRED? t►i Yes PUBLIC WORKS LETTER DATED: q t TYPE OF CONSTRUCTION: d/� Vg U ITE NO. Date Approved - Detectors INSPECTOR: BAR/LAND USE CONDITIONS? N/A UBC EDITION (year): TOTAL OCC LOAD 08/17 SITE ADDRESS ) I SUITE # VALUE OF CON - $ ti(� Q�c'.i UIt� PROJECT NAME/TENANT 1 t. i C ctA Q. - l) C._ - (c1_cK' . U\-- (0 ASSESSOR ACCOUNT # 1 c CV CV -1C- O1L90 TYPE OF 12 New BLiilding U Addition L) Tenant Improvement (commercial) Li Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: ,St r\- e -Lry∎ i t l (. >1 ce nor BUILDING USE (office, warehouse, -tc.) NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: ilci Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? g No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER 0\ ice' 1 in (4 v 1 t i` .o i -� I ti(� Q�c'.i UIt� PHONE 4 is-2/ LIAR PHONE EXP. DATE 1 12 2 ZIP��g 0 v ZIP • c (S (4-0_, ADDRESS 17c= ., t"EJ1 ��.P_C� � CONTRACTOR S0 Alv, ADDRESS WA. ST. CONTRACTOR'S LICENSE # LUG -? ( t 1-IUD` ARCHITECT (�- • Y L\ 1 i(`.L t'), �'(` ,<,1csri 3;;\c> 1U3 PHONE .�tO.c�jc�O7 ADDRESS ZIP 1: HEREBY; CERTIFY::THAT :1 HAVE READ:AND .EXAMINED BE ;TRUE AND CORRECT AND''i M .AUT.H;QRIZE THIS APP,LiCATI.ON AND ` PPLY. : THIS PERMIT. .) ` KNOW DATE THE SAM T .:.:,.:...... ‘-c 1 1 BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE . PRINT NAME T n 1('`C.j C. �. • " -o'- 7 PHONE (p� `�l �a� ADDRESS \ - r ;- . k.:?4) t'), �'(` ,<,1csri 3;;\c> 1U3 CITY/ZIP ; 1 ,,, , `ibU0s PHONE 4 0 , 4 .. --t a-- CONTACT PERSON ` c - k l e. Lo Z e CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 DATE APPLICATION ACCEPTED BUILDIN PERMIT APPLICATION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE'. OTHER: DESCRIPTION TOTAL. DATE APPLICATION EXPIRES z� I - C l AMOUNT -30.01 7 RCPT .# /\il DATE 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. 03116/01 COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS Completed building permit application (one for each structure) >; Assessor Account Numbor Two sots (2) of the following: pi Specifications [1 Structural calculations stamped by a Washington State licensed Soils report stamped by a Washington State licensed engineer . one for entire project) . 1 1 C�1 Topographical survey .. Energy calculations stamped by a Washington State licensed engineer or architect Legal description Working drawings, stamped by a Washington State licensed : architect; which include: : • Site plan Architectural drawings Structural drawings • Mechanical drawings • Elevations:. • Civii.drawings :• plan E Completed utility permit :application Six (6) sets i. f civil drawings NOTE See Utility permit application and checklist for specific utility . submittal iequirements RACK STORAGE 'Completed building permit application Assessor Account Numbor Two (2) sets of plans, which include: Building floor: plan showing • Entire space.where racks will be located • Exit doors . • Dimensions of all aisles n Tenant space floor plan showing rack storage layout, aisles and exits.:: NOTE:: Include dimensions of racks (height, width and length), aisles and . exit ways on plan, I 1 Structural calculations stamped by a Washington State licensed engineer (rack storage 8' and over). i Assessor Account Nu ber SU6MITTAL CHECKLIST RESIDENTIAL NEW SINGLE - FAMILY DWELLINGS /ADDITIONS n . Completed building permit application (one for each structure) ri Legal description Two sots (2) of working drawings, which include •Site plan,. (On plan show closest hyydrant location • Foundation plan Include access id building, ahowing • Floor plan width and length of access) ;. • Roof plan • Building elevations (all views • Building cross- section> • Structural framing plans ! Washington State Energy Code data I I Completed utility permit application Six (6) sots of site plans showing utilities NOTE: Building site plan and utility site plan maybe :coinbined. See utility permit application and checklist for specific submittal requirements. Additional topographical and soils information may be required if unique site conditions. COMMERCIAL TENANT IMPROVEMENTS.. Completed building permit application (one for each structure or tenant) RESIDENTIAL REMODELS E: Completed building permit application (one for each structure Assessor Account Number Two'(2) sets of working drawings; which include • Site plan • •Foundation plan .• Floor plan Roof plan Building elevations (all views) •; Buuilding cross - section Structural framing •plans: NOTE' If any utility work Is to be done prowde and plans: must be submitted Assessor.Accounf Number Two (2) sets of construction plans which include :: I I Site plan :•:Locatron of tenant spate. .•:Existing :and ; proposed parking Landscape plan (If applicable,.i.e;; change of use •Overall building plan �.Tonant:locatton . Use of adjaoent.(common wall) tenant • Overall.dimensions f building or square.footage Floor plan of proposed tenant space Tenant space, plan with use,of each room labelled:: ,` •,Exit doors, ogress patterns New wails, existing wall, and walls to bedemolishe Oonstruction.details .' Cross sections showing Wall construction and method o attachment for fioorand.ceiling,' Structural calculations stamped. by a WashingtonState licensed:. engineer may be required if structural work is to be done (2 sets): NOTE !f. any unhty work is to be done, submit separate utility permit :: application and plans REROOF Completed building permit application,(ono for each structure Assessor Account Number. Narrative describing existing roof, material being removed, and material being installed. r NOTE : :A certllication letter is required prior to final Inspection and s off of the permit.. ' ANTENNA/SATELLITE DISHES Completed building permit application Assessor Account Number Two (2j sets of plans, which include: Site PIan (showing buiidng and location of entonnafsateilito dis Detalis:antenna.Isatellite dish and methodof attachment n Structural calculations stamped •by a Washington State license engineer may be required REROOFS building, permit application' (one for each structurq Assessor Account Number Narrative descnbing'existing roof, material being rernoved, an material being installed, NOTE: A : cortlficahon letter is required prior to final Inspecnon sign off of the permit, , `. atilt • ty permit application c v lb : INA CITY OF TUKWILA eon SOUTHCENTER !MULE 1'A RD, TUtiI17LA, WA SUING TON 98188 TO: FROM: Sh DATE: 3 k: rnbQv' q' , I �I q SUBJECT: LO.X 66\cl■rn Ua1U o±ior) BOO Pier; 1, (qlI. anon Lth I to plow MEMORANDUM .o� " d -- LI ( , a 7 cJ 6 PHONE N (2061 433.1800 Goy L. I i)nDuscn, Mayor Ja � )t:YGcr (1/--)6( PERMIT NUMBER DATE ISSUED !EXPIRED 'PROJECT: NAME/ADDRESS TYPE OF .:PERMIT ;`; .S IGNED . DATE OFF lt_ l - cl 1 P7r i c RA oo n Lo± ('4 Y 1' -:eY � PSI - feri ry 5 -• (- q , ' .5r � ar9.00n Lod '1;. �..� -ate -ai(o (A-1-g] . � 5 I pl So 5 - ca (l- (_.q) r:9adc)or\ Li- Curb Gut - () . v ,C o p ( -ao7•a1 5- I -cla lt - (.-ct, r, 0AGQ L-Cr. .% or In broar) 5Cp o `IS I So P I 6D. as 4 5- (- qa - aoq -41 IA- (- �, E5y cvico r Lo -h- ` S -e.w4r . 5(0 5 [ So 1 5 -1Ala wrap - silo -0l ll ( -q ' ; • Lot Luater mY ._ 5e ' I S Ka 1 1 5 -- qa �, -Q11-q► l i- t - q 1 erQ ado o n L. 5 Laad �it�rin S (o,�q S L6a F'( r q 5 L` a Cris - aka -ai i l- 1 q 1 g f i at.t n Lot 5 Cur b , 5(9 9 ..,� I S 0 P( 5 -- 1 - qa S _b D13 -ci L l' ( 3r adoon • Lb 5 31-,,:t L 5o p 1 6torn 5 I -c ra b 5 bra) 6 i- lw - q 1 ll t-cll I?30c(acipon Lam-(- 5 0 p ) S- e_w.Ar 5 -1- (IQ 5(0 Lout! =gals- Gil l l _ (- ct 1 r a oo Lot 5 ujkve., ^(1(1 (S `� P 5 -1-ct c`_J f) Q ! LA -4I l , t , ( t 13 r y l„�o r, I V ( 0 , n o (SO I "`--- `..,,"" ,�,, , Pal -4--2r 5" (- l a ��` to S � �r UTILITY PERMIT LOG PERMIT ': NUMBER `: DATE ISSUED /EXPIR P ROJECT NAM EJADDRESS ;.. :. : TYPE OF. '.PERMIT DATE SIGNED OFF. eet ° n -AI L<- (_.ct I c Y i r a >on Lo± RD Curb C_I) 5 _. i " ciQ sa- Qt-a■ (A t - co ' )rt 3 a(koon Lot- [lo Sloo?(p 5 lSo pi o'rm b r (kin 5 - 1 - qa U.- 1-c1.1 5r i n L-t ((p ISO p ( 5-2.00.21 E) (0 0 . e:r---Q(ci-cli 5- l'cla [I- l .- ci 1 3 q ' l td O. t o on Lm- (lD W at -LAY 1)t.e.Y b o to '1 1 SD P I tort ^P - aao al 5 - 1 - q cp, -Qat- a1 L l- (- cu 3r i ckrirn n L.o- (0 Land � - P��er; 5(0 3 5 LSO P1 c _ ( � a J s - a -at R_ t - a 1 B r N a ann n Lot (0 C�ut�l Cu+ SCr"33 f� 1 t� Pt 5- 1 -.g a 2)- 61.03 -QI L l-_ 1rq ► ' (9adoon Lok (D - orrn o-i0 • ► ( P( 5 l rga k -a i L t -. 1- Q 1 t5 r i �C atlbo n L-ok (A SO-W4) s (C) . > [ ,-)0 P 1 fu a -aitc 1 L' ( ' Q I r i a.CLOo rl • 1~ b (D b �� l 50 p W d..ter 5- I -Ta S - %b - al s � it -l-cI 3r( rscanon 1 of -7 ukr-A So PI 5(0 ccks- ) l l_ ( -R l ' E5 0(i &door\ Lot `7 [5 P t Cu rb 5 -1-Ra 5& S Guy - aar a) l l., t r t l Y 0 °`"°111 (-la s_) L orrn b min UTILITY PERMIT LOG I,: rrertbtt r (WN r WY. AT I HAVE : RED ..IS, °APPL:ICATION AND KNOW :: THE. :SAME P TO. BE ..TRUE: I ND; CORRECT. Contact Person name): 1��1C � 2 LCDZC Address: 12 c, -=1- p, ?,c ,,,c1 5L\' 10 Applicant /Authorized - , is • Sign. I _Agent ' _y ._(print Print Name: 1 C i e.. \,- -0 A z. a Date: 't co Phone: 4-(0 )- - 'Z 1')- Phone: 4(na -- l \e)- -- Date Application Accepted: f1 CI -I ( Date Application Expires: - // - �a-- CITY OF TUKWILA Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433 -0179 PROJEC'i' Site Address: t S. INFORMATION Name of Pro ect: ' n /i Eickcie I -0k` I Property Owner: Phone No.: /-\-(D = I I Z7 Street 17 r-5r I 1361- e r1 !'j. t c> Engineer: Phone No.: Street Address: Cit /State /Zi Contractor: S ( Phone No.: City /State /Zip: Street Address: King County Assessor Account Number: 1 Ic P ER MIT E`::::;:; "< REQUESTED ❑ Channelization /Striping /Signing ❑ Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: — Sizes: ❑ Flood Zone Control ❑ Grade/Fill cubic yards ❑ Hauling ❑ Landscape Irrigation ❑ Moving an Oversized Load jia Sanitary Side Sewer - No.: ❑ Sewer Main Extension Private ❑ Public ❑ WATER;METE DEPOSIT/:«:. REFUND /BILLI SERVICE< ;; BILLINGS TO ❑ Water ❑ Sewer ❑ Metro ❑ Standb ( UTILITY PERMIT APPLICATION Name: L(> - 1 trl -\- ,- 1I , Phone No.: - `l k Street \() t�eA P P , e a l u3City /State /Zip: &aey■,e, LUTA 9eonS` Name: Street DE "OFPROJEC • Sin le-Famil Residential ❑ Multiple - Family Dwelling ❑ Hotel No. of Units: ❑ Motel ❑ Commercial/lndustrial ❑ Office ❑ Retail ILo l ❑ Duplex ❑ Tri • lex ❑ Warehouse ❑ Manufacturing ❑ Apartments ❑ Other: ❑ Condominiums ❑ Church ❑ Hospital PLAN CHECK NUMBER: Phone No.: City /State /Zip: MISCELLANEOUS 0 New Building ❑ Remodel/ Square footage of original building space: INFORMATION '' Square Addition Footage: \1 Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ (it' 21 Storm Drain ❑ Street Use ❑ Water Main Extension Private ❑ Public 0 Ei Water Meter / Exempt: - No.: — Sizes* Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No.: —_ Sizes* ❑ Water Meter / Temporary:- No.: -_ Sizes ❑ Other: ❑ School /College /University ❑ Other: 09/18/90 SUBMITTAL CHE 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 plastid, 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 - conc o,e, 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. CITY OF TUKWILA 6200 SOUTIICENTEI /BOULEVARD, TUKWILA, WASHINGTON 08188 Plan Check #91 -385: Brigadoon Lot 16 5626 S 150 P1 PIIONE # (206) 4331800 THE FOLLOWING COMMENTS APPLY TO AND BECOME PAR OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER (Q 3c . 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, VanDasca, 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. 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 16 at 5626 S. 150th Place Single Family Residence Site Plan Approval/ Utility Permit Approval (Plan Check No. 91 -385) Dear Sir: PHONE a (2061433.1800 Gary L. Va»Dusrn, ,1/aeor 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 1Permit 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 (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. Since el Phil F aser, Senior Engineer xc: Greg Villanueva, Denise Millard, METRO, Read File Development File: Brigadoon Enclosures: PF /amc:9:brig * Mr K •d .r ype o n 4 . a row ;rr 'ss i 5 , c ZP! Date call ° o ".' 15-9o-- . edal Instructions: Date Wanted: �'j (9 e , .;,, Requester: ,g _ Phone No. :. _� L-1-el — q-(40?) _ r INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 3670 Approved per applicable codes. map! 'o.: ❑ 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 schedule reinspection. r-r �; Ado) t) Kid ' ti i;% of Ins Wp d ub r upoe1 Pzok i, sr: . ss , ` Q t j , 1 .. rte. / { Date Called: , " + 8,� o � - Date Wanted: g '- 19 '9Z Sm. Sp: al Instruct ens: Requester: gbb Phone No.: ayq , / l , Approved per applicable codes. COMMENTS: INSPECTION RECORD C Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 fp cciwa u1wu O Corrections required prior to approval. PERMIT N0. / (206) 431-3670 O $30.00 REINSP CTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • ro er / Kw I I ►1'V1 ..1 / '1(.4 ype o nsp "• if . �J� i . air ssb.t.. S , I �.te a e.: 6 _ ifq .... 1 4 9... Special Instructions: Date Wanted Requester: R.0 b Phone No.: 9 9n r 44 0 3 INSPECTION RECORD CI $37- • Retain a copy with permit PERMIT N0. i CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ❑ Approved per applicable codes. Inspector: p It L/ Corrections required prior to approval. COMMENTS: gi4/5e tier . 114‘7714 & i fag. ,qty Date: 5^I ❑ $30.00 REINS ECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Br; : t • w QG D S �; Type of lnspe ,fistel A . .. Date Called: Spec : Instructions: Date Wanted : ���9a"' t% an-)m, Requester: rp c3 - � 4/4/,3 Phone No.: "/ T / — INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 11-'proved per applicable codes. PERM7 (206) 431-3670 ❑ Corrections required prior to approval. COMMENTS: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Receipt No INSPECTION RECORD Retain a copy with permit Date: Op- PERMIT NO, ❑ Corrections required prior to approval. (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. ' r�ss o s o PI r Daf C 2 ,qz Special nstructions: � ( Date Wanted Z 97, � .1� p.m. '' � a Requester: 1,-4.1 Phone No. :, 6) `� 9 . , 7 /O : r� I / CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Receipt No INSPECTION RECORD Retain a copy with permit Date: Op- PERMIT NO, ❑ Corrections required prior to approval. (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. ' • , 1(1 (4 A-dDON� 1 v I� ype ofInsp I9 ltLf�t�.t Gfln —i A �J_ �) / C� J I Date Call Called: /8 , q Z' �! Special Instructions: Date Wanted: " / - r am. A . m. Requester: �/ `,41:100, Phone No.: 9 li9 4/#03 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: INSPECTION RECORD 0 Retain a copy with permit PERMIT N (206) 431 -3670 0 Corrections required prior to approval. 1 Inspector:/ ` ' Date O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule relnspection. F I F I MR BElr ° n sp e , . I l Div Spec al nstructions: Date nante —" ..„6/ 7.,.m. Requester: r 4. Phone No.: 63 e) . CT o. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: r4* (move/ 1 70 C1 - C.. C-- 'V,�4 C� Inspector: eceip No.: INSPECTION RECORD Retain a copy with permit s i / 417 fr169 Date: . 0 $30.00 REINSPECTION FEE = (WIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: (206) 431 -3670 qZ j 1 / A t i` Ype o nspect on, Special nstructlons: Date Wanted: 2 8—'97- a . p.m. Requester: g Phone No.: 9 In _ 11416 3 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. COMMENTS: ' INSPECTION RECORD Retain a copy with permit ❑ Corrections required prior to approval. (206) 431 -3670 nspector: Ar ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: d61=0)- /,)-- � � f � . T T of k I r _ , n , ` /�.l'it. Address: Cv2 4 9 S )6 91 , Date Called: � 1 2b — i . 2. -. Special Instructions: Date Wanted: I — 20 ^ 'la amrp,rr Requester: �./ 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 PERMIT N0. (206) 431 -3670 ['Approved per applicable codes. ❑ Corrections required prior to approval, COMMENTS: ' ❑ $30,00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. • '1'0 e ..- • 1 .4 I t.# , • IA o nspe I 0 .../ i /IL./ , 4 Add,? / s /40 p A -te a :1 _ . z.. 6 6. _ 1 / Special Instructions: L. 0 4• 4k-A, , Date Wanted: 1 - ,-") - q / am. mi. Requester: f g a i fr. „-- Phone No.: ..... ( 4 19 At9 eti ;14. y ,vcrt4f .s.Ar R. O INSPECTION RECORD Retain a copy with permit • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. FERMI NJ (206) 431-3670 COMMENTS: • (AJoJk it, 4rcAA • ; • Inspect Da g,1 0 Corrections required prior to approval. 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectIon, fee must be paid at 6300 Southcenter Blvd., Sulte 100. Call to schedule reinspection. I RecoOt No.: • Date: Project: f5 y , i � co � Lot , pe o 1 y sp n ed on: ..fit I Address: 5 (A/ U/ „ 5 ' p, Date Called: ' 1 _ I & �:/7 4'f Special Instructions: ,.. Date Wanted: 1 I 1_7 J " � 1 am, p.m. Requester: OD Phone No.: q 4 q - 4 _ .._.,.« - -,.- RECORD INSPECTION Retain a copy with permit P CTIO' T O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. •••• rmvrT, bS3cD PERMJT (206) 431 -3670 ❑ Corrections required prior to approval. COMMENTS: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. "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 7 Framing 431 -3670 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 X 15 PLANNING FINAL 431 -3670 X 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 CiTY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 - (206) 431 -3670 BuILDII:G PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) BUILDING PERMIT NO. DATE ISSUED: SITE ADDRESS: 5626 S 150 P1 Lot 16 SUITE NO.: PROJECT: Brigadoon Ridge 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. 0911490 ,E.AN REVIEW COMMENTS � I . Plan Check No.: q t' Project: r� ,a ei On lo4 1. No changes will be made to 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 - 4722). 0 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. REQUIRED INSPECTIONS 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. 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. 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). 17. 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. ( 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. 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. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 1 ,4 7. Framing 8. Insulation 9. Suspended Ceiling ),4 10. Wall Board Fastening 11. 12. 13. 14. Fire Final if ' 15. Planning Final 16. Public Works Final X 17. Building Final ,E.AN REVIEW COMMENTS � I . Plan Check No.: q t' Project: r� ,a ei On lo4 1. No changes will be made to 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 - 4722). 0 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. REQUIRED INSPECTIONS 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. 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. 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). 17. 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. ( 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. 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. lower floor crane deisgn lotze worthington plan 7163 jan v rohlie lateral design calculations max force elevation hpa header September 30, 1991 Robert 13r:ndi.(,t.o City of Tukwila, Planning Department 6200 Sout.hr..:entor Boulevard d Tukwila, WF 98 :1.38 Re: i3.r.ig.adoon Ridge We ,propose to (•:omp1y with the ventilation and indoor air quality (:cacle at this project in the following manner.. 1) :tnst::1].l. I.r•oan Ilode.1. 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 wit:.h a manual. switch. The Braon Iloclel 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 t.hru the forced -air heating system. n motorizes] damper will be •insta11ed to regulate the flow of exterior air into the structure when the fzrn is engaged/ The duct will be c;" 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, Hickie Lot:: L,(YI' %l; • \ \'O12'I'I IIN('I'()N (:'OM1'ANY INC. (11:NI 1,('(1N'I'Iie\(.'I'(112 •,I.I.:A1 I'STA 1)I :v1 N'I` 1 1i O) 111 i$i'i'I'I': 10:1 • 1 lha :'i:, \ \'A. 98005 • (20(1) • PAN I:.i0(1 4r- I•1107:1 GEOTECH CONSULTANTS INC MEMORANDUM 13256 N.F. 2'111 +t (ti"rthup Way) Suite 16 temporary erosion and utlities recommendations and conclusions driveway locations 1.01' 16 PLAN 1163 10 20 v - 40 z 1 H 2O CONTOUR INTERVAL • 2' an + PYC SANITARY SEWER 4" 4 PVC SANITARY SEWER SERVICE D.1. CLABS s2 WATER MAIN ... 34" A WATER SERVICE -- ---- 12" o tZGP. sioRM DRAIN d" p FEW. FOOTING DRAIN 4" a SOLID PVC ROOF DRAIN .--• •-- PROPERTY LINE FROPO88ED TOPO LINE ../� EXISTING TOF'O LINT= —M - -- 30" UTILITY TRENCH 1.01° - IJJOR i4 ING'CCaN cOMPAN' ° PPROVED PER PUBLIC WORKS ET ER DATED O a� 91 _ g 81 T -IA�LL SE DRAIN A3s "B " BANK RUN GRAVEL DDINc� 2) MIN. covER To BE 12" oN ALL UTILITIES 3) PIPING MATERIAL FOR DRAIN, WATER AND SEWER LINES TO MEET TUK.WILLA CITY STANDARr 4) TOTAL DIRT MOVEMENT TORE APPROX. 100 YD°% PROVIDE SILT FENCE AND STRAW As NECESSAR' LEGEND • FOR ERoaloN CONTROL. /'�° CATCH BASIN SANITARY SEWER MANHOLE ct FIRE HYDRANT ASSEMBLY l4 GATE VALVE ASSEMBLY p GONG. THRUST • BLOCKING co_ STREET LIGHT M2,B. MINIMUM SEWER ELEVATION M .D... MINIMUM FNDN. DRAIN ELEVATOO1 12809 BEL - RED ROAD SUITE 103 13ELLEVUE, WA 98005 402 -1122 15IENZ -SCOTT Architecture and Plannlnq 2100 124th Avenue N.E. Bellevue, WA 98005 883 - 9118 temporary erosion plan silt fence placement South 150th Place LEStGr1`rS — SITE PLAN LA CC cv .- -ro R-arnF{I 41ttpC 5££ o ttG The Plat of West Ridge Tukwiida, Washington Lotze Worthington Company September 30, 1991 Robert I)r:nedict° City of Tukwila, Planning Department 6200 $o►at.hc. enter Boulevard Tukwila,, WA 98:1.88 Re: Br,ig:tdoen Riclge, We propose to comply with the ventilation and indoor air duality r:odc at this project in the following manner. 1) install 1 ;roan Ilode.l. 3C) I;xh._►u :.,t; 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 ►:ill be controlled by an automatic control with a manual switch. The fl:ar►n• Model 360 Fan has a sone rating of 1.5 zii' a C.P.H. rating of 100 at .25 inches of water. gauge. '2) Fresh airy 011 be provided thru the forced -air heating system. 1\ 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 Thou?:. Thank you, Vickie Lotze LO'1ZE • WO1'1'1iIN(1'1'0N COMPANY INC. (i1:N1':i i• ('ON'I'I:A(. "I'OU • 14;A1. IiWI`.V: i 1)1:1'P :1.O1'\II'.N'I' 1 ..';5051 1lba: I:h:I) Nom). Sifir 10:1 • 1it: :,t.b ;vi1bl. \Vi\ 08005 • 1200146:-!,-712:: • PAN (:2061 ,45.1.:2073 A CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION PLAN REVIEW NO. 91 -385, 91 -386, CONTACT: MICKIE LOTZE PROJECT : BRIGADOON RIDGE : LOTS 6,& 16 ADDRESS: September 19, 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. THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE S I N EFFECT AS OF JULY 1, 1991. PLANS MUST SHOW PROPOSED METHOD OF COMPLIANCE. • GROUND COVER AT CRAWL SPACE TO BE SIX MIL. BLACK POLYETHELENE . REVISE NOTE AT FOUNDATION PLAN. W.S.E.C. SEC. 502.1..6. L 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 6 X 12 BEAM OVER GARAGE AREA. FOUNDATION ANCHOR BOLTS ARE REQUIRED TO BE EMBEDED A MINIMUM F 7 " INTO CONCRETE. TEN INCH LONG ANCHOR BOLTS CALLED FOR AT DETAILS WITH MULTIBLE SILL PLATES, WILL NOT PROVIDE THIS EMBEDMENT. INDICATE APPROPRIATE BOLT LENGTH. 1/ PROVIDE STRUCTURAL CALCULATIONS TO QUALIFY THE PROPOSED LATERAL BRACING DETAILS. CALCULATIONS TO BE PREPARED BY A WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT. U.B.C. SEC.302 (b). - '7 3 7et . 64/ 1/9/9/ " x September 19, 1991 PREPARED BY: PLAN REVEIEW 91 -385, 91 -386 PAGE 2 PLANS EXAMINER 7. 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. 8. GENERAL: DELETE OR NOTE N/A ALL DETAILS THAT ARE NOT APPLICABLE TO THIS CONSTRUCTION. 9. ENERGY CODE CALCULATIONS PROVIDED ARE BASED ON A 1,658 SF DWELLING. THE PLAN SUMMARY INDICATES A 1,797 SF DWELLING. PLEASE CLARIFY WHICH IS THE CORRECT BASIS AND SUBMIT AMENDED ENERGY CALCULATIONS IF CULATION BASIS IS INCORRECT. sr ROB'RT BE 'ICTO, r` ~ WATTSUN 5.1 1991 WA STATE ENERGY CODE COMPLIANCE REPORT FILE: C: \WATTSUN5 \PLAN7163.WS Site: Lot 16 Brigadoon : Tukwilla. WA Homeowner: Same as above Mail: 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. COMPONENT PERFORMANCE ENERGY BUDGET REFERENCE DESIGN Component PROPOSED DESIGN COMPONENTS Component Description Struc Mass Light Frame, Sheetrock walls. Analyst: Jurisdiction: Utility: Floor Area: 1658 ft2 REFERENCE PROPOSED 370 396 Btu/hr -F 8.50 8.49 kWh /ft2-yr Value Items in parentheses not included in COMPONENT PERFORMANCE totals. 08/09/91 HOUSE ID: Plan 7163 Reference Value X Area = UA Floor U -0.041 924 37.9 Glazing 015% U- 0.650 248.7 161.7 Doors U -0.400 38.0 15.2 AG Wall U-0.062 2029 125.8 Ceiling U -0.036 807 29.1 Infiltration -- Reference UA 370 Area = UA Floor R19 vented Joist lboc U -0.041 9'74 37.9 Glazing @21% 2G1 Vinyl 1/2" U -0.540 354.0 191.2 Doors Wood 1 -3/4" solid panel U -0.390 20.0 7.8 Wood 1 -3/4" solid panel U -0.390 18.0 7.0 AG Wall R19 STD T1 -11 U -0.065 1924 125.1 Ceiling R30 blown Attic STD baffled - U -0.036 807 29.1 Infiltration Standard Air Sealing ACH -0.350 14115ft3 ( 90.4) Proposed IJA 398 11-3.000 1658 4974.0 � WATTSUN 5.1 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 88/09/91 FILE: C:\WATTSUN5\PLAN7163.WS HEATING/COOLING/VENTILATING SYSTEMS Heating System. Type: Make: Model: System Efficiency: Modified Efficiency: Heating Load(at 44F dt): System Size: Maximum Size (D150%: Average Annual'. Heat: Annual Cost: Ventt\at1on Type: Option: Cooling Load(at 4F dt): Recommended Size @125%: Solar Access: PROPOSED DUCT SYSTEM SUPPLY RETURN GLAZING ORIENTATION South: Southeast: East: Northeast: Location Vented crawlspace Vented crawiepaoe PROPOSED 88.5 ft2 0.0 88.5 0.0 PROPOSED Gas Furnace Payne 376oan048075/ 80 % 64 % 25012 Btu/hr • 25012 Btuihr 37518 Btu/hr 70 MBtu $ 390 Non-Heat Recovery Option 4 28856 Btu/hr 3.1 tons Partially Shaded Avg Rvalue R- 8.0 R- 8^O North: Northwest: West: Southwest: Surface Area 331.6 ft2 66.3 ft2 PROPOSED 88.5 ft2 0.0 88.5 0.0 HOUSE ID: Plan 7163 Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating�wi}\ vary depending . on weather conditions, occupant }ifoSty[e and other factors. - = = Page ' = ` Pia Wore t U)%jLPiI:..,: ;H (SDISE "Mitaoti " 004. L)= 0 /� moo.' * e: MOP' ELEVATION 1/4 FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of pions does not authorize the violation of any adopted code or ordinance. Receipt of contractor's cope of approvf plans acknowledge•• By.... � ...... a Date 117' / Permit No a . (1) % 5 17 11 Iz RIGHTELEVA I x '.E). F'DSC4 12. izilik f � 4 X44- r oo lawcomcio ;wo(} gomovixodoil 1SQ6r4K F ayette& resitaamme reassaseserarss raugarrera l osolooxszse ,e '7 , i 9 0 E Z!t arM la' Bev, sic3i4 1x+ (94 1G 1/8 ► 4 0,5 eo1 Fr 'Mil IxI� 1-10z. lC) CT4' m CITY OF ' UKWIL I APPROVED OCT 1991 BUIQ • 'Iii '` {VI SIOiV o a 4 a4 _) 0 o r a) fa tr 0 0 fel a) l I- ,Q 04 s tn it 4 ., fa -- to 4 > � 0 0 U 0 t� G D � O 4.) a roezt SEPARATE PERMIT AND APPROVAL REQUIRED P N g fel to Pi 0 at (a o A I a) RECEIVED CITY OETL KWILA OCT 2 `Iy:iZ ".:RMIT-' _.. 1.3„latip- o is 1 1 i s t s..41 „L tilt: l i r ��iil�isi DRW I' 1111 cs I' i ' I' l ' i' i ' I' i ' I' i ' I' i ' I' i' I'i'I'i'I'!!I'i'I'r "'I' I' Ji l' J ' I I ' I' i ' i 'I'I'I'I' lipliiiii{ ► ittortlwippw� i' i�Iw I lilli , iiiiiilii►piiiIiiii!iiiilf 0 1GTHSINCH 1 2 3 4 5 6 7 8 9 i 10 1 Mw GERMANY 12 NOTE: If the microfilmed document is less clear than this . , IEET • LEFT ELEVATION 1 /8' c ' K Roor O 16 THS INCH 1 3 4 5 6 7 8 ' NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. III i;l ill I1 i ICI ICI ICI ICI ICI Ill ICI I ICI 111= HIP r I " 11i 1 I f Ii`�� 1 i l l L i I . ,.. i11I I I I f 1 I 1 I ...:. I I I CI I I I I I 11 1 1 1 1 1 1 1 ) 1 I/ 1 1 I I I I I ! l i t 1 � -I.t 11111!1. 11111, I1iII1III1III11 lij1Iij1liji1ijill1l1ili1 9 t 10 11 MA E IN GEPUNIY 12 CITY OF TUKWILA APPROVED OCT 1991 R,i L_,ING DIVISION RECEIVED CITY OF TUKWILA OCT 21sI PERM CENTER SHEET PLAN NUMBER 7163 DATE wlsii. �IYw .. .. _. y Srtlr .Ail headers tobe: 6) r 02 OF or Cate': Ure$s otherwise noted. q doc & Ermia4e wami, wad to ha st uds, 4 Co for shall chest and, verify : a d :slaps prior to oonstn fon. "Gtdiett &.downspoiits.to be provk ed as recitifrad. b '' `8. • •Do le. joist under all k wad GI over 5-O oC 6'41 its do not- st& cm-wallet ek l vrsp bums). a sktogethEir witki 6d 2t 2"o.c Stag- Owing between ma31iber3, . , cAt bc* mu 1 344 rnirvabove dale: cc r&lio muds for w3ziet3 an:taut&. ' RECEIVED CITY OF TUKWII.A e-A- OCT 21591 CITY OF T UKWILA APPROVED D OCT 31 1ST PERMIT CENTER 1/4" �ii► hIh��1h I► 1��i1hI ► I���I�I!I��hIhIhI���I1ll! I!I1I�I�;It'�r: r�i 0 IG TH3 I NCH 1 2 3 4 I1lf 111111i`I1II111111III1IIII 1111111 i 1#a 11 5 6 7 NOTE: If the microfilmed document is Mess clear than this iii .� hIIII 11ii1Ii1W 11111111 11111I1111111111 9 i 10 11 MADEINDERNANY 12 SiIE?dsT PLAN NUMBER 7163 • 112 4:3A /6 ° et... i, ti4t'sok/cu. Q 34°0 — — -- •�-- -' 12 W te " 1! D U s t tot, s & c . ywa mi3 Waft t o . Sala . .:: °C Qr . t ic an for y pot to as on. - . % t .& dov nspc t0 be providd at required by Cody; . .Double Pitt aster altpweleding walls (f over 5'- is '-Q' Ma do not.dc oar walis• r at: i be s).anti falliog }er ► &#°ati2' o.c. sY = • OeTttc bitter more; .� .. •M bats rte epd, /4° sit; above seta. ears via modals for washe and-nuts. I1I1II II 1I II I IIIIII111IIIIII1II1 - 1 1111'1' 11 'Ifl!IIIIIII1 11IIIIII1 1 I1III .,' II i1 IIIIIIIIIIIIIIII1IIIIII 1-FII1 Il 11111.1!,111111111111111111111111111111111 1111111111 2 3 4 5 6 7 8 9 10 11 DE,. UERMAl7Y 12 NOTE: if the microfilmed docum is less c.Lear than this notice, it is due to the quality of the priginal document. CITY OF TUB WILA APPROVED OCT 3 1991 U� Fur —sal -rc►ra►� RECE1 CtA'ZAGrE etrz'or.T OC1 2 12i PERMIT CENTER 1 1 4 " Alb PLAN NUMBER 7163 Z)10 FL COQ FLOOR G, 1/4 � rN .,.: ::dF c ii �- III III IIIIII IIIIIIIIIIJIIIIIIIIIIIIIIIIIIIIIIIIIII (iIIG+IliI�I iI IIIII IIIIII1II!IIIIIIIIIII1 litIi`II I+ IIIILIiI ;LL S 6 7 Q NOTE. If the microfiluaed document is less clear than this I notice, it is due to the quality of the original document. (l c' 67 Rl 1.7 Q7 C7 b7 ' c7 77 17 n-7 al 01 /1 nI r, 11104111111 I I I I I I I I I I I I I I I I I I I I I I I I I I I I LI I I 1 9 10 11 MADE IN GERMANY 12 +'!: Ertl head it? bF!' 6)o' #7DForG 6'I1 CAF (2x8 sUdW 8s 44q.4erfor 9 Wirdlito t 2 e �Cu turartoi• shag cheer - and vwify a dfn oejs + e3rr dow spoUtta bo prcMded a reputed •Nubffiloi4 (f u' e4' that do not Stack OveoWail be sr cc bean todether�+r' r�E i' i ':sa. stac gesing between members:: •M bottS musti tr4erxt 8/4= rah -above . or gig's' esa for washers and nuts. • CITY OF TUKWILA APPROVED OCT 1 1991 RECEIVED CITY OF TUKWIL OCT 2 1:691 P ERNUTCENTER z a tr v N co .4 0 seb 3M p.. 00 z rei Q m 0 00 2 ea ig a. ' > 64 C I: LI 4 L;.,,,„„ a i, z . W el* bd oo q) f tt to <s ON 1 01 . G E CO < O 4 ce 0 N x r.10 1 ftC„s4 . REV • OF Pi..AN NUMBER 7163 M ; Y � S w. \a',�F;Y Y ..°i• -�. I X, n.��lr� SHEET I ° 1 ° xa +d/ I r HALF' Rk10 kale) 3 1 3 - 0 16 THS INCII 1 / , ' 3 3 ! 4-o 4°40x0 FLOOR 1/4" A u4. I111I111I111I111I1111 11111111111I11111111111I111I111I11 .111111.1 rJl I111111111111111111111111111111 11111111111 111111111111111 11't1 455 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the Qriginai document. . 11111 III IIIIIIIIIIIIIIIIl IIIIIIIIIIIIIIIIIIII Iii g 10 11 MADE IN6ERMANr 12 0 CITY OF TU K1^WILA 4ppRov E D OCT 7 1991 GENERAL NOTES •AA headers to be: 6x8° I2 DF or 6x6" /1 fit~ =dwells) Untuss otherwise noted. • •Aa exterior & gje warm wa to be 2x8 :studs. .Contractdr shall check and verify ati dfiner ns oar to constrtcioq. •Gu I .& dowrispouts.to be provided as regnired by code. • 'Doubts joist under ai4• l (if ovec -0.' ct. -c" OW do nct•si sa r waSs tooespedai-. )- and nail together with tefrati2'``o.c. g °`; gerin2 between members:: -Ai pats roust extend *14" mine or ogle modals for washes A.1d•r . • RECEIVED CITY OF TUKW'IIA OCT 2 PERMIT CENTER ••- DATE DRWN PLAN NUMBER 7163 10 16 THS INCH 1 WALL 3/8" SEC -n-tRu. 1/4" WALL 3/8" TYP. STAIRWAY DET ILLS. 5E.E 51-11 5-1 FO g PETA- CITY OF TUKWILA APPROVED OCT 1 1'1 7 • 0 C 2 15'd PERMIT CENTER RECEIVED CITY OF TUKWILA ; _ , , . , ; . ; _ , ,..• .„. , 1111111111 11111111111 i 111111111111111111111 •-•*: • ' fake ii111 11 I II) Ill I ittti " • NOTE: if ti m ic ilm edd 6 '7 g o ocnment • this notice, it is due to the aualitv of the oriainal document - , 4 5 r tl I 1111 I MADE IN OE MANY ,SION ♦ C7' ., by ;5 5p E0:r `4 i 617,:.5 a Shell cwt martuf. $tar;, &.be i+rssta & braced to manuf. spy., VtPllt be field *tiered a th et prig" , t3LC t1.:DEP7;�approva! of eoginterfog calc8, Shall baste design detaft & drawings on site for fletd Inspeatlon. M beams & hbadecs to be 6 8 Provide Stowed blockiria over atO orte Shaded areas - iraiipei over. x j} u t ( U.C� �.I�T. e z4 Zx4 - t Z$ G0 C.L.CT 357 a 1111111111111111111111111 I�III�III�II��III�III�III�I 0 10 THS INCH 1 2 3 MFer T E'.6SE;-S ROOF M Tgusee5 e 1 / 4 " IF 111111 III 11.1111111111111111111111111111 111111111111111I1111111111111 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original. document. 111111. 11111111111111111111111 9 10 11 WE IN °E/9414.41 12 e 24" Fluxes z 4 u c.:..(�w� b 4 rA ( cL4- ..6T e c4 ctr, RECEIVED rJTY OF Ti :I:UI�ILA oC = 2 l:lJi PERMIT CENTER CITY OF TUKWILA APPROVED' OCT 21 991 1110 ® ir0.c. 10,0 C.C. 3/4' TIM PL.Y SHT ids Fy7 ,.Ytlttti,' I tr. F: f1t1A'iliifiiil /Iilf �.!/ 1 01. 4 ' 4114 4 �� s t;a.. itt000s 4-1140 INTO ALJ. JOIST OLDS It to rT VIS istmento tvoiu, OR FOUNOTION 140 tr O.C. LAX ILO O.C. IAIX 2X RIM JOIST ' F s. .: :5 S 5•. twNtici Ny4f:++j . vio° loyos • 1e O.c. Rtw JOIST A. ROOF IM LAW 24 PV ( 0T& WAD 37� MW = 4S ! M. FLOOR LK LOAD 40 PSF n'OTM. Lfri 60 M C. • WSW ZONE 3. 1/04).14 4$ O. wNR( Lam) ZZ Lam• L SOIL. REARING CAPACITY 2000 PSF AMMO. . mow REQUIRED ON ANY 41 'T10t4AO` E SOIL =MOMS A. ASSUMED WM SOL SEARING CAPACITY 2000 P6F U INS'TUR0E0 L4. POUR FOUt4NIATIONS ONLY ON UNIiIStTUts io S itL. (VFJ Y) C. UNDER fLO4 t SLAid COMPACT AIL TO WS IWO ► -�-Nr,-aw�r���-�-.� . a•NeF`Nt 3/0 'Y'Ai4 PLY SEIT FLOOR J047 PER PLAN NADO243. ir.T. 500 w' A , w.4 OA ma b111FN31 A. FOUNDATIONS AND F SLAB CONCRETE Sited. DE £BL . TO 250 PSt) 21100 PS. Its TVATEI1 TO RAW; 3 OF CENENT PIER CUB WO OF CONCRETE AND 111-3/4 GALLONS UNDER OST WATER KR UL M. SAS OF T," 2603 PS AMOCO Cam- PRONE STRENGTH AT 20 OAT'S. 1g SAC* Iit$/CUSO Y*i40. 1i. MINIMON COVERAGE OF Mils 3' tTI ¢. r MOM 1 1/20 WALE 4,BEINFORCAG A ILL. REINFORCING STEEL 2 RE OEFORMED, ti74TELIGIEIDIATE FREE i STEEL-ASTM A01042 44% Oil. CLEW AND IrL SPLEXS. 2 INHERE LOCATED AND APPROVED SHALL OA1 1 t t i (ZINC. 09 PSI U Ps) C. ALL REINFORLIG SW4.1. BE IIGHTLY TIED Ate SUPPeXTE0 DURING CONSTRUGTIOPL D. WELDERS WIRE MESH SHALL SE ASTM-AiNB• . SAM A PER WIC ��SEC. .2504 R. JOISTS AND RAF•1TriIS. 2' 140AIN4AL iMF 140.2 K0„ F0 -1160 PO FOR REPETITIVE USE, USE TIM W WWI OVER 17' W /2;11 0 11f° O.C. SEE R�O�O Pte. C. bEd 1S, WADERS ANO Lam; 01401 INAL, of Z. FN -1260 PS-OR t4142. Filis1000 P • ST 't� . � 2 F0 - T OR REPfl T VE USE. FOR 3 STONY OtO0 USE 3x4 e 1(' O.C. 2 OF. E. • GIU REAMS 2OF (FS -3O0O PTA) OR 24F (F*I 240O PSI) UDC-45A1° WERE 1144XA Vim PROME 41 TIP 0• .4 AIL► 2 #4 COW ROAR #4 CONT RE 24 f) 22( MUDS ®1 r O.C. ATTIC VENTILATION 1/150 OF SPACE COL TOP PLATE (SEE 02 5b4T S-1) EXT. WARM WALLS-Mr 6 I V' O.E. Oven R-11 m M FOR tv aIAI C) / . (SEE SOW PEA PLAN ,S 2X STUDS e IS' C.C. R--11 BATT 11,S. W/ VAL R-'3 STYROFOAM D. StTL. BRAONO TOP WWI O M.Y. LAMM Ufa 27t ) SOD S NDT. I 7 " VAIN "..e....41 SE _ 17€'Z 2b10, 2617 11. neat SIN ACCORDANCE WITH LIDO =NODULE 25-0 STRucTRAL. ENG. SPECS TAM PRECEDENCE OVER MIN WAG SCHEDULE ANO OTHER C. PROVIDE SOLO BLOCKING AT .41ST AND NEARING PARTITIONS ALSO COMPLY WITH SECT. 2500(H) 3e 24)14(F)) D. PiLivid AT M O SPIA 4 OF ALL SPANS OVER 0' '. E. USE worovcp JOIST HANGERS WHERE REQUIRED. MCCAW if COMO UNFINISHED. F. ROOF Tt1u ES: �� �T�O i1£,., INSTALLATION AND FA ?ED TRuSS� y M�� N�� . ALLAT ON � A . tli SHALL DE PER i+f WATLI4 EE SPECS M S. ALL TitusSES DEs4NED MUST I4E STAN BY UC. WA STATE P.E. CARE e1AUST DE WEN; Mama EMMRkJCTION I Y WILDER TO 1401 OvER Lode p ¢ �� MAT. MO TO TkLY IW SMLWL.NMELS 'L Ep Ai ..Y 2x( STUS AT 16° 0.C. PER UDC 1702. MC 2517(6) II. DOUBLE TOP PLATES BLS. HAVE END Jams STAGGERED NOT LESS THAT 4'- O' IAN leINUNG Of R- I O ®4e k4N. LAP'S a EACH &DE OF .$ / S"i 1 ). . it TwELN PLATES FO EXT. tip INT. Like WALL Malta A. APPLY LANG IN ACCORDANCE wiTH LOC. SEC. 3203. M. ATTIC VEAOTILATIOAI AS INDICATED etf War RfaMti#44 . MANS. N SECTION 3203(C). 'Vim Li Cara.'r VIDE MD MIJstmuM ADDED twSLAATION LEVEL. OF`• ft--30 CELUNGS w+iTI4 ELECDUC RESISTANCE NAT R CEILINGS WITH GAS HAT R-30/ VAULTED CEILINISS 14- I A WALLS R-3E)FLocia OvER UNHEATED � e . INSTALLED R -tp AT $LAS Pe 1 o iZoNTALLY 24' UNDER SW, whew 0.;11 CRETE FLOORS ARE WWI 1?' OE Go.AOL ALI. GLAZING SMALL RE DUAL GLUING AND STE FT. OF GLAZING SHALL. POT IDLCEED 2 988 OF GRIM FLOOR NE . ALL OPEAUNGS AND JOINTS IPI DCTENOR WALLS SHALL ?;. SEALED. CAULXED OR WEADIERSTWED 70 LJOfIT Aitt LEA N4 APPROvED VAP'OiR BARRIER SHALL RC PROPERLY INSTALIED N MOE. Irk Eta RAFTER SPA= FORS r1 4ERE CEILINGS ARE /41513 Me= DIRECTLY TO TIME UNOERSDE OF ROOF i6Af'f MEW.. fl+ MIL V3SOEI Ew GROUND CO . LIB V-41' AT JOINTS ANC EXTENDED UP TO F6k iDATI I WALL (REQUIRED AT ALL CRAWL SPA TS). mvA C F, SAPMEHT SMALL be SIZXO 140 GREATEN 7HAN 13bX OF OLSON LOAD ANO A 1*MJk41M RANO OUTPUT c 7ffiS. THEItmOSTAITS CONTROLLING NEAT SUPPLY TO MORE THAN ONE SHALL I404E A HMO SMACK. FIREPLACES SNA L LSE PROviDED Wit A. TOM PUTT NO FLUE UAW ACCieilkLe WAWA. ON AUTO CONTROLS) SNORERS StAALL HAVE A ROW CONTROL OCACE TO LIMIT FLOW TO A LAX OF 3 GPM SHOWER HEM. t; WAYrsts ARE MAME° TO WET M 2411,-00. 1 atigic SPACE VEND T ATIOi. MINIMUM ter AREA t FP. FOR EMH 1:I0 50. FT. Of FLOOR NI TO Ltl€�P� AS CLOSE TO THE P le . PRO UAL ,y SHALL PROVIDE CROSS VEN110 10:4 AT LEA' 11M0 oprotarE sem to: Ste. 351403 2 CPA* SPACE. Lam£, 1304 SEC. 2514102 3 AMC VENTILATION; 1 /150 OF A1 MC AREA OR 1 IF URC SEC. 1/2 34 TIE AND IS3' ADM P 4 A1TIC iccess MIN 222X3 WITH MIN 347 3 Y .1A UGC 3 IN BOWS NOT PRINIDED WITH AII. OPEPADIE MOM OF 1.5 SO. FT. O � A 1 4tt;4I 1. VENPA ELATION SYSTEM. CM' J N.i OF PROVIOR40 4 MR CHA- NGES - NGES PI R HR. Semi. DE PROVIDED. SEC. 120 LIOC 4 VENT DRYER. OATH FANS„ NII( RANGES/OVENS TO THE 7 GARAGE A?4LT HOUSE OCCUPANCY SUMMON O34 I 1 I TAPED m40 FINISAIEO. SEC. 5+ 4 NLI< TABLE S UBC CARACX N BASENFNT SUPFORTS 10 OE 1 KR (5/4( TYPE *le OR MU. 010.0) B TILE FOR SHOWER SHALL BE 3' ARCM FINISH FLOOR WITH WATER RE&STANT L1# W4G. 14 FIREPLACE C@0E COMPUANCE . PER tom, worm 370 AND 1. CAL. IALR D sO DEPT. ALSO REAM AS PEFT SEC. 3703(E) Utz 191PA. 11 HEARTH AT LET le Fri TrhE FRONT' OF, AND AT LET V rActi SISx Of THE ARC PLACE *MO& WERE NE FIREPLACE OPENING IS 2 64. FT. tan ThE b4ttil:M u S i EXTENT AT L T' V4 F11ONT OF, AND AT LEAST i t BMA EACH SId3E Of THE FIREPLACE OpiwiNG. tom. OW MASONRY MUST NOT RE SUPPORTED OI4 W000 FIVAUND, 12 APPUCATION MO INSTALLATION OF 44SAATION AP l }s sw4u. cower woo Tae X11 13 GLAZING IN COIAPLVAIX WITH SEC. DM UDC STANDARD No, b4-2 AND wA •SGTO4 STATE . ►s�tcprIo s M AS OLITLINEo 114 SO. 5404, ice. 14 GLAZING i14 LOCATION SSUOSECT TO HUNAN INPACT SUCH AS GLASS ON CO LS. GLAZING m'41$ 1' ' ON EITHER SIU, Of A DOOR OPENING, GIAZ/140 CLOSER NAN 1d` TO A NOW StOwER DOD, N 111t0 ENCLOSuREs S44LL C k. WIRE R GLASS, LAUIr I ED SAFETY CLASS Ott %NATTER MES1ST NT PLAST1C. (SEC. ) 16 SLIDING GLASS DOORS TO Be SAFETY GLAZR:12, LANINATED. L}R TEaIPEREO GLASS. is SNOtwER E.NCLOSuNES St-AU. BE APPROVE') WIRE RLASFONCED. TEmPENED OR L,ALIAIAT1s'i VIM CND OR SHATTER k sLsrAi T PtASItC. Ste. sos vac t ,i1 7t . Xa,�i • t - -� .: r THE ATTACHED MANS ARE THE OF CRNIE DE' ANY N, its. RE.P UI ZONI OF TIC PLANS WSU. VIOLATE COPYRIGHT LAWS. THE IG1,DO' OE THE DRAVMGS 1aUST PAY A FEE FOR TIE USE OF � ACTION 4 E WAIER THEISM O N1Y ME SU JECT TO LLCAL Of CRANE GET$. INC. COPYRIGHT© RECEIVED CiTY OF 11 jI:'!t`IIA CT 2 t:i PERMIT CENTER 000000 le 01,, • n. -. �.......:>_.......4 1 '1!1 11 111 111111'1'1' 11!J1111'! I '1111If 1 . 1'rlrr O 16THSINCH 1 2 3 4 I!1!1 1 11111111111111 11 11111111111 firt11.111111 !y;i1j1l i1i i� 1111111 i iI11111111 1 111l� 5 6 7 8 9 !II IIi l p 1 1 0 1 1 AN E IN GERMANY 12 NOTE: If the microfiJ.mad document is less clear than this notice, it is due to the quality of the original document. t11� APEEEE II null I NU, GO 22 le TO 4‘4 ISDN WPONY ALL-NT$ form- BOLT Et 3e 0.C, EOM" P.T. MULL SOLE PLATE NAILED W/160 0 or 94.-stAagma ROAM WICKING 0 RIM IPOIST has a nom FIST P& PLAN PLY SPLICE SHOULD TOOK ON MEMBER SO 0 4' OA 0 SOLE FOIL 1160 t ea TOP RATE COL TOP PLATES 2Xe STUD WAU. TT BISOLATIOS CIVP) BD 0 e OEM w ANCHOR sots * ay oz. 2Xfi PT. LE. WOW. 4 40 STEEL 00111. NORM 4IS it D.C. #60 VERT. 0 24 0.C. OR #40 IP! le 0.C. 2111? FURRED WAU. ' CONC. SAO POURED TIGHT Kt MST WALL • GRAVEL FEEL LIMEJOI&AIN • #40 CONT. 3* UP - r IN FULL 11° !NAIL GRADE RISES ABOVE 4° ON WAU. 1 #40 CONT. up. NG FIG USE 32'O. edUOSILL 60 IS * EACH MEMBER t9 1 0 16 THS INCH 3 1 NC WA _GRADE DEAM AT GARAGE 6/00X 1U ANCHOR SOLT • 4a. 0.C.(3 STORY) IMUOSEL o p.( CURL SLAB OVER ar CAMEL 2 040 3' UP *roar DOWN 3 haw STUDS 0 le 044 3 STORY, 2X4 e Tea STORY .SE MIL VISQUEEN vina solo OVER 0 WINO AREAS SIAS 2Xer MO WALL c CURBS e wcoNcReE e COWL SLAB ON e WAAL nu SPLICE (IF ANY) e CONC. APRON 2 #40 OCINT. r UP r Down 160 0 $'O.C. (2 STORY) OR IZO.C. (1 STORY) SOLE PLATE 4 STUD SIZES AS PER PLAN NM JOT & no90 JOISrSIZES AS PER PLAN • PROV/OE BLOC440 AS'REArD FOR SW/ PLATE NAMAO 5/111E0Xle ANCHOR BOLT * 2/Xe OR 3Xe DILL IJ ONE L-50 0 A. JOIST WHERE SOIL UP ON tML LES$ THAN 6', CAN CWT WARE JORST TO WALL 46P — 40 0 IrOXft OR ige e 14 eierl s. OH WALL; * leD.C, OR 00 * 24 WOE' #410 0 wax,. OR #50 * IO.c (HOW) e FOR ONE STORY & STEM WALLS<III HEICHT ✓ FOR TWO STORY & STEM WAUS.46' HEIGHT 1 04S CONE *6'.1:VALLS, Miff OTHERwiSE. (tON) 2 #40 COOT 3 UP 4 CONC SL' B MUM AONNST IsALL e GRAVEL FILL R-6 RIGID BOARD INSULATION 0 WM WINES R ASSISI. TO WAL/REENNWO WALL UP TO a. Pirar i.I `111,111,111,11111,1 111 11'4 1 1 1 i_114 4 5 7 8 9 NOTE: If the microfilmed document is less clear than this . notice, it is due to the quality of the priginal document. NOTES: AerselaiCaMaatiAtrafirsetaidS WANLY FOR 2 14 3 STORY RESIDENCES WITH OR moo DAYLIGHT. BASENEIIIIV 1 'iota. 1 r CLEX PLY. 0.0.14. 24 0_ MOd.) WED VOID AT 0 AT 6 EDGES CW SHEETS at TOL IN FIELD. WHERE HAVE STUD ISAU. i . ' WITH Arm ROCW SPACE ADJOINING CARRY Pow= THROUGH THIS SPACE -- FULL NOWT OF STUO WALL OF NAIL 2X4 OR 2Xe SOLE PLATES Iv/120 AT 'rot. MAIL ON EXTERIOR PLYWOOD TO LAP Rig atsr on ELSE INCREASE SOLE RATE NAILING TO 160 AT DOUBLE ALL TOP PLATES & TAP AS LEAST 41, AT JOINTS W/B—TteD EACH It TO AT NOT OM iro.c. ALONG PIATE FOR (*MR APO MIN INTEMOR 14/40 WALLS. 2.00•IISE PLYV.000 SPECS AS W jiCawatit INCREASE NAIUNG TO 50 AT 4"0:C. AT LOGES a rag. of WAIL JOINTS EDGE BLOCKED BY STUDS, PLATO OR SPECIAL EDGE INCREASE SOLE PLATE NAIUNG TO 1E0 a S 6 FOR INTERIOR PL WALLS AT 6 miN. OTHER SPECS SILINAR TO 1 pow IF van ARE USED WNW SEE NAN SECTiONS eur IXE ofir xiw mach loos AT NOT OVER 4e0.C. 3EZass USE PLYWOOD SPECS AS II4 iZi• BUT INCREASE NAILING TO 60 WiLS TO rO.C.AT EDGES & 41 IN nal WALL EDGES BLCC.KED AS IN 201. INCREASE SOLE 'PLATE WILING TO GO AT (0.C. EXTERM WALLS OR 4 FOR INTEMOR WALLS, WHERE 2Xtr, P.T. MUDS= ARE USED, BOLT W 5 Er x 10 MOOR BOLTS AT 30 MAX. ALSO SEE CONCRETE wALL FOR SPECK BOLTING & IALIOSILLS. awn SPECS SIMILAR TO 1f:si• 4CDP: WHERE HAVE WHO WALIS 5' LONG) SUCH AS PARTY WAUS, ECT., usE 1/2* OW *Au. Ha= /61) NAILS (IF 5/trOwto. 60) AT ro.c. a aum * TOP & BOTTOMI RATES FOR 100 /FT SMEAR VALUE EACH FAZE. THESE VALUES MAY BE AS NOTED TABLE 471 UBC. NAIL SOLE PLAA ICC NOT OVER froz. FOR LONG viALLS OF PARYi WALL DOUBLE THEN 160 AT ir EACH. WHERE PAW WALLS ARE BOLTED, 5/eX1 MCP& BOLTS AT 411 EACH ISUCISILL WOULD BE Immaiail FOR 2 it 3 STORY BUILDINGS). SLC:ss USE it t ROOF SHEA (LO. NO. 32/16 NAILED W/80 NAILS AT e0.C. AT ING & AT GAL ENO TRUSSES Se At PLYWOOD EDGES & 12' O.C. IN FIELD (SEE SPECIAL NAKAO CA/ER OMER SHEAR WALLS). STAOGUI ALL JOINTS 41 LAY FACE GRAIN PERPENDICULAR TO TRUSSES OR RAFTERS. . 4 USE 3/4 TG PLYWOOD. S6UCTLIFIAL II OR EQUAL FOR SUBFLOOR (LO. NO. 32/i t hEAR W/100 NAILS .'T 4* O.C. AT &LOCKING & JOISTS OVF.FI PLYVION3 WALLS OR PARTY it OTHER LONG VIALS & 6 AT EDGES & 10 IN FIELD. SEE SPF.C1AL NAILING ON PLANS. IN ANY. STAGGER ALL JOISTS MW LAY FACE GRAIN - .k X 0 * 4% TO 4oisr. FOR JOIST PiVIALLEL TO WALL 1 1 ' • tt., fe• 100 0 4'0.C. TO BLOCKING \- 2-1.50 0 BLOCKING TO WALL TIE WALL 3/4 PLY DETALssadj 2X SLOE'S( GUT 0O-Os • rot). tvITH DIRT 6*-0 HEIGHT. 44(0.C. 6*-4r PERNIIICENTER COPYRIGHT@ 111111 •L. A • • , 1%, • f.,'• • '.. -sos : • 1 1111111111111111111111! 111111111111111 10 11 MA3E GCRWNY 12 • 1. 2.500 PSI CONCRETE AT 25 DAYS. 2.000 PSI MAY BE USED BUT RECOMMENDED HIGHER 2. US 'EM, AGIS-60 OR GRADE 40 REBAA LAPPED ut° LON. AT SPUCES, CORNERS Et INT IF 2,C00 PSI CONCRETE. LAP 40 DETER 111 riLLE-IALLIEM 1. •FOR LONG SPANS, USE 24F v2, V3 OR EQUAL (TALE 25 PART A, UDC 1966, VISUALLY GRADED WES SPECIES). 2.40OPJ EV.11165 OR 165 PSI k EXTERIOR GLUE. MANUFACTU MUST IN WRITSIG TO GUSELAM SPECS PRIOR TO ERECTION 0I 2. tVHERE HAVE SHORT SPANS SHEAR BEAMS) USE 20E-V3 OR EQUAL VAIN F. 2.000 PS & FVE1165 PSI & 0 Et SPf.CS SIMILAR. TO #1 ABOVE. P/ f_Qa THE TRUSS MANUFACTURER PROVIDE AU. DESIGN & ENGINEERING WM4 WASHINGTON STATE P.E. STAMP ON DESIGNS. DURING ERECTION OF TRUSSES. THE • BUILDER spa TAge CARE YO ADEQUATELY BRACE TRUSSES & ALSO NOT TO OVERLOAD INEPA WITH EXCESS BUILDISIG k/ATE. RECEIVED CITY OF 11 IKVIALA OCT 2 VJ1 fliks,11) 1' Its 1 q • DETAIL *1 NOM FOR USE IN GAS t EMD WALLS M SHOWN'. IF A 1 11iTEERVEtt bar we.L pouksDATioN AMD bltl4 D► MIL,L THE PLYWOOD WALL CHEW& TAM MM 6,1015T AND tatU, RAM, ?COMB 1101t0W)45, tiOuTS A iD PI;IWOOD thiAlLitatts As 'SliOvelid. 1F USED /above. Poy .&LL. use. OE ' TAOL A A • ItionsioN1 2 -14 ®Ili REVt SIOM gala -q 3 N • • w . t klt &DIK • -+ P*L SIVIATIblido TO I1EDIb AT V 04,104. al y A Woks IMSTioriE111 . A cow uOe.IS voar st36 OR sLA® 6.1)6E. O* WA.aa MAC. pA14.9. alestIT 2.•2%STUD% AIAIi,. s1EA"Ti1IMl4 ere eg.4 out) ®d WAILS AT 3" o.c. ALL E MAWS $ STUD 1 S-2.% PLATES NAIL Sits.AiiiimA ���ppp / /// AP T1C.�P�6. t.�. VAN ....✓tiC'$K �.fni.�lS.I:LY1if.%W - i fL N.. A NOTE: FOR USZ IAI GARMe EAD WAl.L AS SHOWN. IF A PLOOK NTERV t4E.tr eterWEEN FOUNDATION MAD MACED pot $ T. Ft.Y.4OOD SHALL OffERLAP THE RIM JOIST, AWD PlROYIDE NO..bOw)5, 8►OteTs !)D Pt.Yv.a:ca 1..114L% 6 AS 50.0V114. IF .USED A SO1il PPM WALL USE DETAIL: 43 4 • Kw/1510W 2 -I REVtsl4'4 i� PAN • w/v d. snit.! a. rata. 4 a MOTS STUDS 0 IA MS INCH 1 2 3 4 LATERAL RET ' A AI PEL DETAIL '� 2 • sus e�toea . s aACK OP bats Ofeolless414 L. Ip M4 4146.!. MAT& 1.0 10 01M i ed 0.? &MR t tvfN , wa ._�a✓., J.. �. n.. .. ....r .tea.. 4;4 TO? Po.+tict -0"7 NAA. l'rt� FADS* AT 3' 0.C. �. A PA RATS . eATII 1144 2.4/0 ExP � ► 2.2 %�1 et.c .Kiii 'r A . Agj PL4 D dot APPROVED KCO tDoEND WOOD T4 CONclui.TE CQI It uTo 5 2.4QQ' CAPAC I't"i (pt ) 4 W°# A.E, T' I BEDMEWT A : ON1INUoU5 1oo1ltkiel OR SLAS E~De+E 2 PLR Adr Q! 4 8 atTats.+� t+t .4611L Tda C014 WAN woca 00 . 4. p $T It OM �br x Y76ept 9N 64.04mocca 411 Dit 40.4. -1 4 - f;fIf;f I;f1f;f� f;fIf;fIf;f 111111111111W f;fli;i1f;clf ;1; }'1' Ir;flf;iII;flflf'f;flljllf;ill) 1,ji1ij 1iji,i;f1iji1flijijii (+ i i it 4 5 6 `7 8 NOTE: If the microfilmed document is less clear than this notice, '* is due to the quality of the priginal document. t 'MAX. PANIEL 14E16417 4 " 2-2g sr)Cis NAB. S ktt111.16 10 MCA S1' )D OA1L.s AT V ®.C. ALL Fulls 2.23c PLATES MAIL 64vdkilkihiet e t � fsre .a Wan "AT II L p'. StLb. susTa Immo •: l 1 d. NAI&S c� ® a*. i •T B�+7i3Cr .AP �tAt 404? . Saba. PG,. liteegSf 4APAda s7,PAP is st..60 GONG. a a4 73Ne. 111 111111111111111111111 111111111111111111111111 9 r 10 11 MADEINGERMANT 12 PA N1Li AT i.Otge �Q,VER 'ONY be�A 0 0.04..i T. f'-.EC IVED C17Y O.r TUK.'V'll.A C : i ' 2 'i r;A P1 RIVIFICENT .R V ,emiLvai-' 1.. 10$1.4 4 a POSTS : (lA as MVOs 9 ' • geertvir wee* v7 at 4P. a6.8 3500 4,4 8TY 14.00E 744 .skt;t aAs —SSW • 440,44STY STRAP 1006.0OwN® qt 0 . A£J. $111.AP 04 8e40Y4A&a.O0 Mac aA+aASa A.C. 14atffit o/atg'AYt40H &L 4 £,$gD. I1T £,AB.od Asa Too Meer 7141K Attt.tll6dtltir . a. A6.yCal Ar* Tvise.,1 APttgatnavEll 04406.104)0 • CAP& AL u$i0 •o► ~XS Vex .$T4AP N426.0040∎04 4. I6,41604 DETAIL.% 8 APP OVA &.. coP HT© c r( OF T131 I \PP ¶U' E Ci tar tset, 4001 iszao . Ltd itiO l'elesati11010 : i. �_v r�a<. ��..: fit�i�. i:' r, T�ni�: i�s4x: �F..:..»: 3; �;..;.: s.:: :c:!+!'sK.Yl.�1•:ii4:'1 }�''}'.� : DATE: DAWN: SHEET PLAN NUMBER BASIC MECHANICAL SQ ?I, p F EL EQ £ErLIi e 1 sows FUEL BURNING APPLIANCES include air. tight stoves, fireplace stoves, room heaters /fireplace stoves, factory bt$1t fireplaces, and fireplace inserts. Unless otherwise adopted by King /Pierce County ; . all solid fuel burning appliances shall zomply with the provisions of section 504, U.W.C. g Seth dwelling unit shall he provided with heating facilities capable of maintaining 70'1 at a point 3' -0" above the floor in all habitable rooms when the outside temperature is As aet forth in section 304, Washington State Energy Coda. Section 1211, U.B.C. Ii.: fuel burning equipment located within the buildin enielope (constructed un etc t e as ngton tats nergy Tao shall obtain combustion air from outdoors, meet- ing the provisions of section 607, U.M.C. NOTE: Building Envelope. The elements of a building which enclose conditioned s aces through which thermae energy gays trans erred to or from the exterior. Section 202, Washington State Energy Code. b. Fuel burning equipment located outside the buildin enyc1age shall nest the provisions oact on , U.M.C. G. Duet work, location and source of combustion air, ref - erence Section 602, 606, 603 and 604, U.M.C. All saran air furnaces shall be listed and labeled by an approved aganc�►�` s �fnstallsd to listed specifications, Section 504, U.M.C. Appliances intended for installation in closets, alcoves or con raid apecas shall be so listed. Section 504, U.M.C. No warm air furnaces shall be installed in a room used or designed to be used as a bedrooms, bathroom, closet or in any enclosed space with access only through such room or space. except direct want furnaces, enclosed furnaces and elec- tric heating fur>seacees. Section 504, U.M.C. No wee, air furnace shall be installed in a closet or alcove lose than 12 inches wider than the furnace or furnaces installed therein vith a minimum clear working area less than 3' along the alder, back and top of the furnace. Section 104, U.M.C. Liquefied petroleum gas- burning appliances shall not be installed in a pit, basement or similar location where heavier- than -air gees might collect. Appliances so fueled shall not be installed in as above -grade under -floor space or Wiseacre unless such location is provided with en approved means for removal of unburned gas. Section 504, U.M.C. Heating 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.N.C. Tire dampers need not to be installed in sir ducts passing through the mall, floor or ceiling separating a residence (Group R, Division 3 Occupancy) from a garage (Group M, Division 1 Occupancy), provided such ducts within the gear - ,age ere constructed of steel having a thickness of not less than 0.019 inch (No. 26 galvanized sheet gauge) and have no openings into garage. Section 503, U.M.C. Vetremesir furnace installations in attics or crawl spaces . shall comply with Sections 708 and 709, U.H.C. Every appliance designed to be vented shall be connected to a venting system complying with Sections 901, 902 and Tablas No. 9 -A and 9 -B, U.M.C. Every factory built chimney. Type L vent, Type B gas vent or Type BM gas vee:lt shall be installed in accordance with the terms of its listing, manufacturer's instructions and the applicable provisions of Chap„ er 9, U.M.C. DUCTWORK a. Duct systems shell be of metal as set forth in tables Nos. 10 -A, 10 -1$ and 10 -C or factory -made sir ducts complying with U.M.C. Std. No. 10 -1, U.M.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 shall comply with Section 1004, U.M.C. d. Duct installation shall be installed in accordance with b.S.E.C. Table 4 -16. e. If meter Miter has a nczwjrid pips connection, it should be etreppad or anchored to resist earthquake displacement. Section 504 L C f. Air ducts that peas 'through the garage mall/ceiling from the f urn xt must be constructed of steel having a thickness not less than .019• (26 gangs) and have no ages into the garage. Section 503(d), sx+osptiexe 3 g.Where mechanical ventilation system is used, the point of discharge of exhaust air should be at least 5 feet from any ventilating 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- 1O0CFM BATHROOMS, LAUNDRIES, AND POWDER ROOMS -50CFM 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. FAN CFM 50 50 50 80 80 80 100 100 125 125 MAXIMUM OF A type B or BE gas vent shall terminate not less than 1 foot above the roof through which it pasties nor lass than 4 feet from any portion of the buildingj which extends at an angle of more than 45 degrees . upwards from the horizontal nor legs than shown in fig. 1, U.M.C., unless listed/ tested otherwise. Section 906 (d), U.M.C. MAX FLEX DIA. 4 " 5" 6" 4" 5" 6" 6" 6" 3 ELBOWS ALLOWED. MAX FT. 25 90 OVER 100 NOT ALLOWED 15 90 NOT ALLOWED 45 15 70 SUBTRACT MAX SMOOTH 4" 5" 6" 4" 5" 6" 7" 10' FOR EACH A Type L venting system shall terminate not lass than 2 feet above the roof through which it passes nor less than 4 feet from any portion of the building which extends at an an le more than 45 degrees upward from the horizontal unless listed/ tested otherwise. Section 906 (e), U.M.C. Vent connectors shall be installed within the apace 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 the cleerance to coeeebustiblea per Table No. 5-C, U.M.C. DIA. MAX FT. 70 100 OVER 100 20 100 OVER 100 50 OVER 100 OVER 100 OVER 100 ADDITIONAL 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. 0. 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 2 OR LESS 50 3 80 4 100 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- -) 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. CFM MAX. 75 120 150 RE :CEIVtD CITY OFTIIKWILA PERMIT CENTER COPYRIGHT© • - - . 1;:',:.4.:.,:!':,,:P,'''' '; liI► lI► I�IlI► II IIIIIIITIIIII�IlIIIIIIIIIIIII� II]l1°' 1 . IHTI � III � I I11111I1I1II 1111 11'j I' Ili 1IIl1I1lflWl ti {,l 0 IGTHSINCH 1 2 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this anti pa _ it 9 c rlttA to th 1-.1.14t.. etc the .r4 ni..a 1 .i.L............- I' I' I' �' I�' I' I' I' I' I'! I' ►' I'I'I'!'I'I'I'i'I'I'I'I'I'i 9 10 11 aches a 12