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Home My WebLink AboutPermit 6827 - Brigadoon Ridge - Lot 3 New SIngle Family ResidenceThis 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. 6827 Brigadoon - Lot 3 5661 South 150th Place RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington 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 Personal Information — numbers, electronic check numbers, credit expiration 38 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. 6827 91-380 brigadoon ridge lot 3 5661 south 150th place Permit 6827 - Brigadoon Ridge Lot 3 TYPE •F •N T.: V —N UB EDITION (year) 1988 SETBACKS: N— S -. E— W— FIRE PROTECTION: ❑Sprinklers ❑ Detectors © N/A UTILITY PERMITS REQUIRED? (3 Yes ❑ No W blic Works ❑ No ZONING: BAR /LAND USE CONDITIONS? ® Yes CONDITIONS (other than those noted on or attached to permit/plans) PHONE 462 -7122 /7 Bellevue, WA 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 #103, Bellevue, WA ZIP 98005 WA. ST. CONTRACTOR'S LICENSE # LOTZECI14605 EXP. DATE 9 -25 -92 ARCHITECT Gerry Slick PHONE 840 -9802 ADDRESS ZIP CITY OF TUKWILA Dept. of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: (f)%a SITE ADDRESS PROJECT NAME/TENANT I3rigadoon Ridge TYPE OF ❑X New Building Li Addition U Tenant Improvement (commercial) Li Domolition (building) U Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: Construct new single — family residence. :.COMPLIANCE USE:`; FLUOR SQUARE FEET OCC, LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. SQUARE OCC. LOAD FEET LOAD TOTAL SQUARE FEET TOTAL OCC LOAD APPROVED FOR ISSUANCE BY: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. A4071 /VI/ SIGNATURE: 5661 S 150 P1 Lot 3 PRINT NAME: R9/3&1 - � 41./RA/VA CERTIFICATE OF OCCUPANCY NO. NIA BUILDIF'G PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) RCPT #• DESCRIPTION: BUILDI.NG;PERMIT: FEE >: BUILDINGSURCHARGE » TOT. Al b PLAN CHECK NO.: 91 -380 BUILDING OFFICIAL DATE: 117/191 DATE ISSUED: CONSTRUCTION - $ 107,885.00 ASSESSOR ACCOUNT 11 109990 -0030 DATE: /(2',_ 7/ ? / COMPANY: Liook-Ta.,a► This permit shall become null and voi d:if the work is not commenced withrn 180 days from the date of issuance, or if the work is suspended or abandoned fora period of 180 days from the last inspection Ondwim PERMIT NO. CONTACTED DATE READY DATE NOTIFIED BY: (init.) PERMIT EXPIRES 2nd NOTIFICATION 3RD NOTIFICATION BY: (init.) BY: (init.) AMOUNT OWING W .—:). . PLAN CHECK 11UMBER 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 OCC. FEET LOAD SQUARE OCC. FEET LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. BUILDING - initial review 0 FIRE TE (ROUTED) PUBLIC WORKS 0 OTHER BUILDING - final review REVIEW COMPLETED 0'3/ - INIT: BUILDING -0 ERMIT APPLICATION TRACKING YV? d o or no(olu IG PL S /TEg. CONSULTANT: Date Sent FIRE PROTECTION: Spr inklers Detectors N/A FIRE DEPT. LETTER DATED: INSPECTOR: ZONING: / f 2_ BAR/LAND USE CONDITIONS? (. (es (1 No REFERENCE FILE NOS.:. Q1.7_,/— 54. J MINIMUM SETBACKS: N- S- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: VN QUIREM NTS</ COMMEN' Date Approved - UBC EDITION (year): TOTAL OCC LOAD SITE ADDRESS SUITE # C�( ,. 1 '75(., aY, p;,;„,, VALUE OF CONSTRUCTION - $ =; ,,: ", 10 -7 ► ''Z S - PROJECT NAME/TENANT fl) ',G 0. ti i c2.'1 d ( Lok a ASSESSOR ACCOUNT # 1 d - coo TYPE OF E New Building Addition • Tenant Improvement (commercial) • Demolition (building) WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other DESCRIBE WORK TO BE DONE: 3r\(:\(' (Gun t i.4.,\ 05 iGief1 ee BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? 0 No ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 1 L.\c ;) Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 2. No ❑ Yes IF YES, EXPLAIN: PROPERTY OWNER \_61-2 ; r r h ■ 0G.�� o'�,l e_ti b �., 1;r \ Ie vue ,1 3G'� PHONE 1I Co 2- "1 12 2 i ZIP �:C�G� ADDRESS \ e.) Q CONTRACTOR s + in �� PHONE ADDRESS I ZIP WA. ST. CONTRACTOR'S LICENSE # \,-01 t; C 1 10 Uu5 EXP. DATE S c�- ARCHITECT c'tC'.��f uI .�.. C 1L PHONE Lj 0 C\ .0U Z ADDRESS ZIP • :.I :HEREBY:'CERTIFY THAT:I HAV BE TRUE AND :CORRECT, AND`' SIGNATURE BUILDING OWNER OR AUTHORIZED AGENT CONTACT PERSON DATE APPLICATION ACCEPTED / CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 R EAD,AND'EXAMiNED THIS APP:LICA. TION TH D)- AUTHORI a ; ,'APPLY FOR `: THIS; PERMIT. PRINT NAME ADDRESS \ :v -NA 4 " Jw \e... 10� BUfLDIN.a PERMIT APPLICATION 01 4 ( r RCPT # DATE DESCRIPTION BUILDING PERMIT FEE .` PLAN CHECK FEE: BUILDING SURCHARGE OTHER:: TOTAL:: G r :Q DATE APPLICATION EXPIRES DATE c,I PHONE 4 � a _ �1� ar CITY/ZIP e\\ s.it,e c 10005 PHONE ,), _ APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. U UILDING 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. 03710191 COMMERCIAL NEW COMMERCIAL n Completed building permit application (one for each structure Assessor Account Number Two sots (2) of the following: Specifications Structural calculations stamped by a Washington State licensed engineer Soils report stamped by a. Washington State'licensed engineer 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 :. Civil drawings • Landscape plan .Completed utility permit application (one for entire project)' Six (6) sets of civil drawings NOTE :. See utility permit application and checklist forspecifrc utility, submittal requirements: RACK STORAGE Completed building permit application Assessor Account Number r . 1 . Two (2) sets of plans, which: include: 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 I� :exits,. NOTE: Include dimensions of racks (height, width and length) aisles and exit ways on plan, ': RESIDENTIAL BUILDINGS /ADDITIONS F Structural calculations stamped by. a Washington State licensed engineer. (rack storage 8' and over). NEW SINGLE •FAMILY DWELLINGS /ADDITIONS Completed building permit application (one for each structure) n Legal description r El Assessor Account Number. Two sets (2) of working drawings, which include SU6MITTAL CHECKLIST • Site plan ---fir (On plan, show closest hydrant location. . Foundation plan Include access to building, showing • Floor plan :: width and length of access.) • Roof plan. • Building elevations :(all views •. Building crost-.SectiOni Structural framing plans Washington Stale. Energy Code data I I Completed utility permit application n Six (6) sets of site plans showing utilities ,. NOTE: Building site plan and utility silo plan may be combined See utility permit application and checklist for specific submittal requirements: Additional topographical and soils information may be required if unique site+ conditions. for. each : structure COMMERCIAL TENANT. IMPROVEMENTS Completed building permit application (one for each structure or tenant) Assessor Account Number (2) sets of construction plans, which include;. Site plan •Location of tenant space •. Existing and propobed parking • Landscape plan (if applicable, i e,,;change:of.use Overall building plan Tenant : location : :. Use of adjacent (common; wall). tenant • •:Overall dimensions of building or square.footage :: Floor plan proposed tenant space • Tenant space plan with use of each room labell • Exit doors, ogress patterns. • New walls existing wall, and walls to be de ;: olished; Construction details • Cross;. sections showing :Wall construction and method o attachment for floor and ceiling Structural calculations stamped by a Washington`, State licensed engineer. may be required if structural work. is to be done (2 sets) NOTE: If any utility work is to be done, submit separate ut1kty permit applicationand plans. REROOF E Completed building permit application Account Number Narrative describing existing roof, material being removed, an -: material being installed.: NOTE:. . A certification letter is required prior to final inspection and sign - off of the permit ANTENNA/SATELLITE DISHES • 'Completed building permit application; Assessor Account.Number Two (2) sets of plans, which include: Site Plan (showing building and location of antenna/satellite Details antenria/satellite dish and method of attachme Structural calculations Stamped ,by a Washington lic©nse engineer may be required RESIDENTIAL' REMODELS: n Completed building permit application (one for each Assessor Account Number: wo (2) sets' of working drawings, ',Site plan Foundation plan • Floor plan •:Roof plan �'.Building.elevations (all views Building cross- section •;Structural framing plans NOTE .If any utility. work is to be done provide utility permit application and plans must be submitted REROOFS' struCture one for each structure Completed building permit application Assessor Account Number Narrative describing existing roof, material being removed, anti material being installed NOTE: A certification letter Is required prior to final Inspection and sign off of the permit. UTILITY PERMIT LOG PERMIT NUMBER DATE ISSUED !EXPIRED:: P ROJECT NAME/ADDRES :, : :: :: • TYPE. OF PERMIT . ; .: DATE SIGNED .OFF l� iS ►-q► l A (-- C► S r i! curl, )o n Lo-t- Q Lana Ntt- -eri 5 (0'` 3 l jo P t CcP,..0 tea t1 L1- -1 -a1 66,3a(kooc Lot & CUrb C U-� Stu - 11 5 I.5 O P r 1 -- c( sD «q 1 t l- 1-co r 1 '5 o,_rioo 1_()--t 1_()--t a Storm b row n )(n n I t � ISo p 1 5- 1 "-aa . a iS)- }^cis l l" l 1 3 W.er 5(p" I - f so I I 5 - 1 - aa lt ',l 6r1 c con La -- Q � er ?NA-se), 5(r2 u I 5 (5o P1 LO F Pt -qt 12‘... t%10., a� IA l I Li LanCk NI it F3(9 (n � 1 1 f) T) p 1 5 -1 -aa CCAS- I �U l' - L-,Q1 ( od our- Lok L urr,> n 5 (o 5 (6(. P l 5- l--q a cu-- I l - 61 1 I5f' si cialoq n I -ot Li e(or m ur ckin S -.1- -c 5- lsq -c0 L - t-q,l ri adoon L 1 q ct 1 S0 P I 5PwQr 71 5 WmT-'Picl ll l��I ' � . • � 1 LI 0,- LO a- E - , [ J0 r5 r I IYIk 1- cl S(p - 5 er Lit-(qt-c11 l .-� - o► ( � 1 acloon Lot 3 Land L5 PI '►r3 6 -Ra D) 3 _ N. ( CCl;S-lR4{► tl -te'cl1 en L 3 Curb 1 so 5- (-la 5 (.e) 5 C • PERMIT ' NUM BER DATE ISSUED /EXPIRED: P ROJECT NAME/ADDRESS . :TYPE OF PERMIT ` .. :.DATE SIGNED OFF .-.1q3-q l IA l _. ct 1 ¶ r i (oA oo n Lo- -3 `��r m bro.►r) G 1 �� [ D pl 5_.1 -q, -ia+l -a l << -t - •a1 ' ri,q ardc-)on Lod :3 ( o( - Q I 5 l'E p{ 5 - ( l- I -.Q i ' r w I, rd oor) Ls�- 3 (1 -er th. -2�-er (o 1 ,� 1 so p ( wmi- Piq-gi 5 1- cia IQb -a) (t t �� P � ii -r-erl !_j 5(p G� f 6o P1 51-Ra cct\5 -ta, -a) Lt- l c[l gl aclwr ' Lc* 1 curb cut. 5 5 [5o PI 5 -i -9a so i a� qI�o' t- (-q1 `. r. .• Lot I �o�m �DYvin I SO �1 5-Ira� l l _. vol , 1 33( i�adoo n Lai 5.e.toex 5 (o r\s 5 (3 Fl 5-,1(49-q) l w p -doogI I t -.1- e t'i a��.00 n [—ot 1 VJo -er ',r 5(05 5 ISO P1 S- l --q a Lt -aot -q L - ( -Ql Qri door' Let I LI Lano (p S [so p 1 5-1 -cra 5 Nt-eri cct6,ao s- i (t- l - c I Ir OEdoon L-0-1 14 Curb ' b 3 163 p l , c.__U -t- 5 -1- Q 5loq • - & - ci, u - (- e 1 E5ri acloorl Lot- 14 5 m , � S 1. 5 P I 5 - 1'R a Drr�cn - 65- ai '\' t r cl I E'nA ad460 n L 111- Ho Sc) 1 I _5e_w er 5- (- ci 5(10 UTILITY PERMIT LOG CiTY OF TUKWILA Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433 -0179 PROJECT Site Address: 5 4L01 S I 1 ' PIACe INFORM 41"1:9N.::1 Name of Project: IS , Lok 3 Property Owner: Street 17 13c Engineer: Street Address: Contractor: Qri �� Street Address: King County Assessor Account Number: PERMITS • ;; ❑ Channelization /Striping /Signing :REQUESTED':::; ❑ Curb Cut/Access /Sidewalk • ❑ Fire Loop /Hydr. (main to vault) - No.: — Sizes: O Flood Zone Control ❑ Grade /Fill cubic yards ❑ Hauling ❑ Landscape Irrigation ❑ Moving an Oversized Load lB Sanitary Side Sewer - No.: ❑ Sewer Main Extension Private ❑ Public ❑ WATERMET < REFUND /BiLLIN MONTHLY ........:..... SERVICE;' .............. ........ BILLiNGS:T ❑ Water C1 �c1 Rct Name: _&t v lor \ C.v Street k cbci Name: w i, Street ❑ Sewer El Metro 1 onc\CiO . ocy�Q ❑ Standby E SCRIPTI ON? >OF<PROJEC ❑ Multiple - Family Dwelling No. of Units: ❑ CommerciaVindustrial r UTILITY PERMIi APPLICATION ❑ Hotel El Duplex ❑ Motel ❑ Triplex ❑ Office ❑ Warehouse Cl Retail ❑ Manufacturing ® Single - Family Residential ❑ Apartments ❑ Condominiums ❑ Church ❑ Hospital PLAN CHECK NUMBER: (� ❑ Other: ® New Building ❑ Re model/ S M15CEl.LAN�OUS Square footage of original building space: INFORMATION Square Addition Foot ge: \U Square footage of additional building space: Ki ng County Assessor's valuation of existing structures: $ Valuation of work to be done: $ Phone No.: 4 67 -li 2 2 City /State /Zip:. \\r J u P a W c1uCa! Phone No.: City /State /Zip: Phone No.: City /State /Zip: • Storm Drain ❑ Street Use ❑ Water Main Extension Private ❑ Public ❑ 1 Water Meter / Exempt:- No.: — Sizes - Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No • ______ Sizes ❑ Water Meter/ Temporary: - No.: — Sizes ❑ Other: Phone No.: 4G2 la-)- \U3 City /State /Zip: • Go 2Oj. Phone No.: City /State /Zip: ❑ School /College /University ❑ Other: 09/18/90 . NOW 11R' EC7: >BE :TRU ::AN C.ORR Applicant /Authorized r �` \ Agent Signature: �- , Contact Person v h (print name): t "■\Gk` e. , Lb* z-e ,,'",, \-e 10 Print Name: �, tc .k-� Q �. LG't ZC v Address: t k ' "P...<.c Roc{ Date: c 'ILLL . 5, Phone: 464-1 14. Phone: 4(04 - "\ \ - 4._ 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: 5 4L01 S I 1 ' PIACe INFORM 41"1:9N.::1 Name of Project: IS , Lok 3 Property Owner: Street 17 13c Engineer: Street Address: Contractor: Qri �� Street Address: King County Assessor Account Number: PERMITS • ;; ❑ Channelization /Striping /Signing :REQUESTED':::; ❑ Curb Cut/Access /Sidewalk • ❑ Fire Loop /Hydr. (main to vault) - No.: — Sizes: O Flood Zone Control ❑ Grade /Fill cubic yards ❑ Hauling ❑ Landscape Irrigation ❑ Moving an Oversized Load lB Sanitary Side Sewer - No.: ❑ Sewer Main Extension Private ❑ Public ❑ WATERMET < REFUND /BiLLIN MONTHLY ........:..... SERVICE;' .............. ........ BILLiNGS:T ❑ Water C1 �c1 Rct Name: _&t v lor \ C.v Street k cbci Name: w i, Street ❑ Sewer El Metro 1 onc\CiO . ocy�Q ❑ Standby E SCRIPTI ON? >OF<PROJEC ❑ Multiple - Family Dwelling No. of Units: ❑ CommerciaVindustrial r UTILITY PERMIi APPLICATION ❑ Hotel El Duplex ❑ Motel ❑ Triplex ❑ Office ❑ Warehouse Cl Retail ❑ Manufacturing ® Single - Family Residential ❑ Apartments ❑ Condominiums ❑ Church ❑ Hospital PLAN CHECK NUMBER: (� ❑ Other: ® New Building ❑ Re model/ S M15CEl.LAN�OUS Square footage of original building space: INFORMATION Square Addition Foot ge: \U Square footage of additional building space: Ki ng County Assessor's valuation of existing structures: $ Valuation of work to be done: $ Phone No.: 4 67 -li 2 2 City /State /Zip:. \\r J u P a W c1uCa! Phone No.: City /State /Zip: Phone No.: City /State /Zip: • Storm Drain ❑ Street Use ❑ Water Main Extension Private ❑ Public ❑ 1 Water Meter / Exempt:- No.: — Sizes - Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No • ______ Sizes ❑ Water Meter/ Temporary: - No.: — Sizes ❑ Other: Phone No.: 4G2 la-)- \U3 City /State /Zip: • Go 2Oj. Phone No.: City /State /Zip: ❑ 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 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 SID 'EWER O Type of pipe - cont;inie, PVC, etc. O Size of pipe /location O Percent of slope on pipe /length of run O Connection point(s) to public O Location of cleanout(s) and test Tec(s) O Type of bedding and backfill material /percent compaction O Invert elevations at structures and junctions SEWER MAIN EXTENSION O Type of pipe - concrete, PVC, etc. O Size of pipe /location O Percent of slope on pipe /length of run O Connection point(s) to public O Location of cleanouts O Type of bedding and backfill material /percent compaction STORM DRAINAGE (Including existing topography and proposed grading and surfacing) O Type of pipe O Size of pipe O Percent of slope /length of run O Location of all structures O Square footage of area to be drained, including roof area O Bedding material for pipe O Invert or flow line elevations STREET USE O Complete description of proposed activity O Map with address and outline of limits of activity relative to public right -of -way and easements O Proposed traffic control /detour (per Manual of Uniform Traffic Control Devices) O Proposed schedule (times and dates) WATER MAIN EXTENSION O Type of pipe O Size of pipe O Hydrant type and locations O Valve type and locations O Connection point(s) to existing system O Type of connection - live tap, tee, etc. O Location and size of thrust blocking O Size and location of mains, including elevations (profile) WATER METER - EXEMPT O Diagram of domestic system /tie In of exempt meter O Number /account for existing domestic meter O Size and type of material of meter and service O Site address WATER METER - PERMANENT O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt) O Location and type of tap O Type of bedding and backfill materials /percent compaction WATER METER - TEMPORARY O Address and hydrant location O Size of meter O Estimate of quantity and schedule After the Public Works Department has completed their review and the plans are approved, the applicant will be notified by letter concerning the necessary permits and requirements; an approved set of plans will accompany the letter. ____ if the plans are not approved, the applicant will be notified by letter of necessary resubmittal requirements. P y , ecL , AI A ` ; I lH 1 / Type • Ins • -0. Ion: , fig ! rr /� , , 4r , , j , nTgur arwomP � " ,�% J� Date Wanted: Y.: « al Instruct ons: Requester: g o... 1 r _ Phone Np�, q _ _' " / I INSPECTION RECORD Retain a copy with permit INSPECTION No. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: inspector: (Ala S /? tom m (206) 431 -3670 1 Approved per appllcable cod .._._ - .-- ©-- CorrectlonsJ.equked..prlor pprovai. ; { 7 •;1- " c °,0 .„ 2 3 0 $30,00 REINSPECTION FEE REQUIRED. Prior to reinspectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: -'W ( 6 iy 6` i ype o nspec ion: .. vi Address : / _ ( I tl� < [ 5 p Date Called: : 4 _j , , Special Instructions: 0 =3(3 Date Wanted: 4 , ,-21,. q 2 t sp .. , Requester: 145 Phone Na: Qr,/q '' GI-q"(•- COMMENTS: ' s• o. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 O Approved per applicable,codes. i� / )■.Su L A-T . & WA -L.L.. 0 uA--t. EIS I Inspector: j INSPECTION RECORD Retain a copy with permit t LefIV R ov n. 14-ao 'FA'N P v 9 ' " tom , rJ vi'a' G) CIesTYi-% L A-►JrJtNIG Ft rJf'rL.. N S LA. t✓ r..) t ._32. (206) 451 -3670 Corrections required prior to approval. I t,i't c (ZA4 A- liJ H bLE - nv,sE FA t.) 'CO Fc.r► ANAc c�" Date: / 2.2 72_ t 2'1 PERMIT /NO. O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100.. Call to schedule reinspection. • roe YPe o r t io : '.te aet: 4 t '. 6 1 2 - •isress ,(p( f 1c Special Instructions: ., . %rt ! Date Wanted: Z ' 2 ' �• am, p.m. Requester: Phone No.: ' '. (icitti1/4imtiNiq INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 al4pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' O $30.00 REINSPECTION FEE REQV)$D. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100 4'Cali.to schedule' reinspection: ece • 1 'o.: Date: INSPECTION RECORD Retain a copy with permit r :0:j (:) CITY OF TUKWILA BUILDING DIVISION 6300 Southcertter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. COMMENTS: eapeicr nspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100: Call to schedule reinspection, (089-7 PERMIT NO. (206) 431 -3670 ❑ Corrections required prior to approval. Sp: a nstruct ons: Date Wanted: — 1 ,9 z Apj Requester: AIIIII"® Phone No.: 91— INSPECTION RECORD Retain a copy with permit r :0:j (:) CITY OF TUKWILA BUILDING DIVISION 6300 Southcertter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. COMMENTS: eapeicr nspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100: Call to schedule reinspection, (089-7 PERMIT NO. (206) 431 -3670 ❑ Corrections required prior to approval. ro ect: C 7... Type of Inspection: 6 Address: Date Called: 3 , c.' 2 Special Instructions: Date Wanted: 3r f „ , 9a nop m Requester: Phone o,: PECTION NO. COMMENTS:. Inspector: INSPECTION :'RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 proved per applicable codes. O Corrections required prior to approval. Dater O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 (206) 431 -3670 'WW ''_ I I /1 /� Ill/ , ype o nspe / f i I /. ∎+r =ss •t e a e•: Specla nstructions: Date Wanted: Requester: 7 Phone , ! / — d!J 4, INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: I Receipt No.: PERMIT NO. (206) 431...:„ 70 ❑ Corrections required prior to approval. COMMENTS: 1v paid at Project: a .4 -- .3 Type of Inspection: -- >xl c4-d►,-T Address : /J Date Called: • Z • 9z.— Special Instructions: Date Wanted: .-2 -4 ?2- 6.m. Requester: A) 6 Phone No,: PE • ` `O. } INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. COMMENTS: t i r , ' 0/- h -a ) - z S leAed C CJ ct/ / 0 (206) 431 -3670 Corrections required prior to approval. #i /i ^ fi4 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r eceipt No.: Dale: COMMENTS: t r tot) � � d P�# " T y pe of (nspe � �iio E C 15 1 1 D Date Called: � �, / lP' Speciiall Instructions: D Date Wanted : l Requester: Gu/ 4 Phone No.: G 4/11-0 W i7ff /1fi / % .. s.. ' / - - 1 / 7X ( 40 L r �.� . ate' ., r ope T t r tot) � � d P�# " T y pe of (nspe � �iio E C 15 1 1 D Date Called: � �, / lP' Speciiall Instructions: D Date Wanted : l Requester: Gu/ 4 Phone No.: G 4/11-0 1 1:2) INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ERMtT (206) 431 -3670 O Approved per applicable codes. Corrections required prior to approval. O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dale: roe : I I ( / • - '5 ype o nspect on: / 0 ' a Spada nstructions: Date Wanted: z ,- a _ i Z , Requester: ( Phone No„ 4 ()3 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Ca t. -7 PERMIT NO. (206) 431'3670 Approved per applicable codes. COMMENTS: ' ❑ 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. roe e. f t odv rN k r G� Ype o nspec Address4 6 1 s, 1 � 1),I1-2 ) Date Called: i1 _ m _ c1 / Special Instructions: Date Wanted: j ! ao _ qfr ‘m)P.m. Requester: 6 _ Phone No.: q Lie ' I Lip?) • sp II ..,Approved per applicable codes. ecept No,: C INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO (206) 431 =3670 ❑ Corrections required prior to approval. COMMENTS: / 1 �L. // 46./ 4 -' ' 77 nspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: •roe : a 46) o YPB O ns r o t A • Address: 15* I) Date Called: — ^ q Sp: «a nstruct ons: Date 'anted: q Requester: Q b Phone No.: cfg (4.44 ,. j Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ER (206) 431 ❑ Corrections required prior to approval. COMMENTS: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PROJECT: Westridge Homes SYSTEM : Lot 43'.. Remarks: Filename: 93155 -03.F Test Date: 4-16 -92 TAB REP- C-12 -87 Copyright NESS 1983 ,Duct Area Requijed Actual Total FPM of Vertical Readings : 3340 Total FPM of Horizontal Readings: 0 Total FPM / Number of Readings = Average Velocity X Duct Area = C.F.M. Final S.P. 3340 6 556.66 0.20 109.3 MACDONALD- MILLER CO., INC. 126 ROUND DUCT TRAVERSE TEST REPORT Readings by: SW I MN ROOFS INSULATION CERTIFICATION (THIS CARD IS TO REMAIN PERMANENTLY POSTED N A READILY ACCESSIBLE LOCATION) 19 15 To CERTIFY THAT IN CONFORMANCE WITH THE CURRENT TERMAL PERFORMANCE STANDARDS SHINGTON STAT ENERGY CODE, CHAP. 51 -12 WAC, REVISED 1986, AND APPROVED PLANS. I HAVE IN- ECTEI) THE ENERGY PACKAGE AND CERTIFY THAT IT HAS BEEN INSTALLED IN ACCORDANCE WITH USE STANDARDS IN THE BUILDING LOCATED AT: LOTZE WOI t'I PLAN 7160 LOT 3 relo of Property Type of Malarial EXTERIOR WALLS Type ot Material Certaintood/O,C. Manulat4urer car tainteed /O,C:. Thickness 6 3/4 RVakun 19 CEILINGS BATTS: To of Weft! FIBERGLASS BLANKET NA_ ._ Sq. Ff. Covered BLOWN: Type of Maforhti 44 wtlsas .._, FLOORS 0? Type of Malarial Certaintyed/O,C. SLAB ON GRADE Typo of Works Wkirh of incursion FOUNDATION WALLS (If required) Type of Material DUCT ANS)JOR PIPE INSULATION Type of Material Therms cal 1 HEATING SYSTEM Typo of System Ma:Moaner MGM' SETBACK THERMOSTAT INSTALLED HEATING SYSTEM NSTAI t ED TO NO MORE THAN 160% OF DESIGN LOAD OWING • ALL GLAZING NSIA.ATED GLASS OR STORM WINDOWS PROVIDED WATER HEATERS • ASHRAE 90A•80 LABELED WATER FLOW REzt8TRICTOR$ - ALL SHOWERS LIMITED TO 3 GPM INFILTRATION • DOORS & WINDOWS W£ATHERSTRIPPEO OR APPROVED BY ASTM 259-73 INFILTRATION - ALL OPENINGS II DCTERIOR WALLS CAULKED OR SEALED FIREPLACES - OUTS>DE An VENT (SIX SQUARE INCHES) WITH DAMPER TO FIREBOX SLAB THERMAL fK CREATED VAPOR BARRIERS • INSTALLED PER CODE REMARKS (A desired) Dale and Pace l;nerwoal Manufacturer Enercon 1457 SQ, Fr COVER 30 R Vakre holies c Manufacturer (Ortrado name) (Or Irade name) Menulodurer CERTAINTEED (Or trade name) Sub- oorrtacior(InsutaY0(1 I nauiguard (irrL ieloo 1, Masonry, Mo.) (Stale - SAM Same at Goboral Cantracdar) ey xis VITxakv.AIX fide .era! Piece Thickness Thiclness 10" R Value R Value 30 Thlokrwss 11 1/4 No, Bags Mantrfacurer Cortainteed/O,C. Thkhle ;s 6 1/4" RValue 2.9 (Or bade rlame) - - Manufaduror Thickaws, R Value (Or trade name) Manufecturor Thickness R Value (Or trade name) Cocrniy Bid m No, Manulaofurar Same Thiokoos 1 1/4 RValue 3 (Or !rack+ nano) - -- - Output I CERTFY UNDER PENALTY OR PERJURY UNDER THE LAWS OF THE STATE OF WASHINGTON THAT THE FOREGOING IS TRUE AND CORRECT. General Cohbholor (Buitdor) • Contraalor'e Reg. No. Tide TW1r OWf l!!R Conbactor's Ray. No. IL1SUL" - 110Ctt 1 CITY OF TUKWILA 6200 SOUTUCKNTKR BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -380: Brigadoon Lot 3 5661 S 150 P1 PHONE a (206)133.1800 THE FOLLOWING COMMENTS APPLY TO AND BECOME P) RTT OF APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER LQ Or 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. VanDusen, Mayor Brigadoon Page 2 C 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 APPROVED INITIALS CORRECTION NOTICE ISSUED R 1 Footings 431 -3670 X 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 R 4 Shear Wall Nailing 431 -3670 X 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 R 7 Framing 431 -3670 X 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 R 10 Wall Board Fastening 431 -3670 11 12 13 X 14 FIRE FINAL lnsp: 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 BUILDIKG PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) BUILDING PERMIT NO. (sfl DATE ISSUED: SITE ADDRESS: 5661 S 150 P1 Lot 3 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. 09/440 Plan Check REQUIRED INSPECTIONS ir LAN REVIEW COMMLdTS D Project: No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 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). 0 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. 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). 1 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. 24. 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 7. Framing . Insulation 9. Suspended Ceiling 10. Wall Board Fastening 11. 12. 13. 14. Fire Final 15. Planning Final 16. Public Works Final 17. Building Final Plan Check REQUIRED INSPECTIONS ir LAN REVIEW COMMLdTS D Project: No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 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). 0 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. 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). 1 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. 24. 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 l3enedicto City of Tukwila, Planning Department 6200 Southcenter Boulevard Tukwila,. WA 96138 Re: l3r 1.gadonn Ridge We propose to comply with the ventilation and indoor air quality code at this project in the following manner. 1) install. 1iroan Model 360 fxhauut: Fan in the hall bath. The 'ran c,,il.l 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 flr.ann 1.lodel 360 Fan has a sone' rating of J.5 .arid a C.F.H. rating of 100 at .25 inches of water gauge. .2) Fresh air will be provided t.hr.0 the forced -air heating system. A motorized damper will be installed to regulate the flow of . exterior air into the structure when the fan is engaged. The duct will be 6" in diameter and be insulted to a minimum of R -4. The motorized damper will limit the air flow to .35 to .50 air changes per hour. RECEVED C Of T d 2 1 19y1 PERMIT CENTER L.CYt'71 • \VO1;'1'11IN(7'I'ON CON PANY IN(', • (.')N'I'U ( "IY)I:.• 121':Al.ltiti'I'M'I 1')i :vi:Id)I'M :N'I' 1•.::)O9 I 1 1.:1 :1WI.:u I:0/kt , SUITE 10:1 • 11b:I,I.bw11I.:, OVA 9 005 • iitO(ii- I(i..71_ • lo,. N t'_0(i)45•1.207:1 Dear Sir: CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 October 30, 1991 PHONE # (206) 433-1800 Lotze Worthington 12509 Bell -Red Road Suite 103 Bellevue, WA 98005 SUBJECT: Brigadoon - Lot 3 at 5661 S. 150th Place Single Family Residence Site Plan Approval/ Utility Permit Approval (Plan Check No. 91 -380) 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 Gary L. VanDuscr, AIn: C 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. Sincerel aser, Senior Engineer xc: Greg Villanueva, Denise Millard, METRO, Read File Development File: Brigadoon Enclosures: PF /amc:9:brig S. 1501 138 LP 8'•DI 1458 LP 8' 4' • 9 8'1' 5'2 5661 8. 150xH PLACE PLAN 1155 : M.P.E. • 226.00 NEAREtiT PIPE I4TD 216 218 J:v • • • • • 20 I) STORM DRAIN MD SELLER AND WATER !BEDDING 81 -IALL BE CLASS "13" BANK RUN,GRAVEL 2) MIN. COVER TO BE 12" ON ALL UTILITIES LET BRICsADOON PLAN 1158 36'26" rm. I=t.1•1_Qr'r1T•t' A •,•••••J •••■1... ' N 81'45'2I" W '33.02 44100 10' PEAR BSBL: LEGEND 8" ¢ PVC SANITARY SELLER 4" 4' PVC SANITARY 'EVER SERVICE 8 " ' D.I. CLASS 52 WATER MAIN -- 3 4 WATER SERVICE 12" 4' RCP. STORM DRAIN _ _ - _ 4" 4' PE1�F. FOOTING DRAIN -=` 4" 4' SOLID PVC ROOF DRAIN PROPERTY LINE PROPOSED TOPO LINE -�� EXISTING TOPO LINE --- 30" UTILITY TRENCI4 1017S-WORTHINGTON COMP4N r .• tb' C RI3 I GUTTER •• ACE b8 4'453% 2341 CONTOUR INTERVAL '2 ■ • • • • 3) PIPING MATERIAL FOR DRAM, WATER SEWER LINES TO MEET TUKWILLA CITY ST 4) TOTAL DIRT MOVEMENT TORE APPROX. 1 PROVIDE SILT FENCE AND STRAW AS NE FOR EROSION CONTROL. 230 2.0 • 242 24ECEIVED 24 ITY P TI A1g80 1:0•1 T , ENTER CATCH BASIN SANITARY SELLER MANHOLE FIRE HYDRANT ASSEMBLY j?Q GATE VALVE ASSEMBLY D CONC. THRUST BLOCKING 0--3� STET LIGHT M.P.E. MINIMUM FLOOR ELEVATION M.SE. MINIMUM SELLER ELEVATION M.RD.E. MINIMUM ROOF DRAIN ELEVATII MF.D E. MINIMUM FNDN. DRAIN ELEVATI< 12809 BEL -RED ROAD SUITE 103 BELLEVUE, WA 98005 462 -1122 .11/.1^ 1.1 A11.• A • ■ 1 F•• •9 ..11.,. ... III A nn n1 •••• /1h• el 1 I'f temporary erosion plan silt fence placements The Plat of West Ridge) Tukwilla, Washington SITE PLAN 1 Lotze Worthington Company geotech CONSULTANTS INC MEMORANDUM 13256 N.E 2"K.11 it (vnrthup Way) temporary erosion and utilities recommendations and conclusions driveway locations THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOII INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OP ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH ml CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OP SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, CO TYPE 0/ INSURANCE I POLICY NUMBER POLICY SFSYCTIVEf POLICY EXPIRATION LIMITS LTR I DATE (MM/DONY) 1 DATE (MMIDDIYY) I I G GENERAL L LIABILITY 33 I I ! I GENERALAOOREOATE I I s 1,000,000 AUTOMOBILE L LIABILITY I I ; ; C COMBINED SINGLE $ EXCESS LIABILITY i I I E EACH OCCURENCE $ WORKER'S COMPENSATION i I i t S STATUTORY LIMITS ; ;• T t k ' :. sr sj" OTHER i i i RECEIVED DESCRIPTION OF OPERATIONS /LO CATIONB/YEMCLB&SPECIAL trims PERMIT CENTER P $0. _ � J fy,� BUT FAILURE TO MAIL SUCH NOTICE S AUTHORIZED REPRESENTATIVE LOTH WORTHINGTON TEL No.206- 454 -2073 C�I! Mutullgt°( Bellevue Financial Cent &`r ASSIGNMENT OF ACCOUNT 10525 NE 6th Telephone: P.O. Box 426 (206) 464 -4855 Bellevue, WA 98009 This assignment is for the purpose of fulfilling a requirement between City of Tukwila and Lotze Worthington Company Inc. The undersianed 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 �� ' , Washington, this ,2y4/ day of U a4w 199/, ACCEPTANCE The Und signe g )' ( 5 ank Officer for Washington Mutual Savings Bank /r/". /v /,7,/9/ Depositor Date hereby, accepts the foregoing ASSIGNMENT OF /d /2 0( Date CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION PLAN REVIEW NO. 91 -379, 91 -380, 91 -381 CONTACT: MICKIE LOTZE PROJECT : BRIGADOON RIDGE : LOTS 1, 3, & 4 ADDRESS: September 18, 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. THE VENTILATION AND INDOOR AIR QUALITY CODE (VIAQ) IS IN EFFECT AS OF JULY 1, 1991. 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 OR ADDITIONAL DOCUMENTATION MAY BE ATTACHED THERE TO. ENCLOSED IS AN OUTLINE OF THE BASIC CONCEPTS OF THIS CODE REQUIREMENT AND THE VARIOUS METHODS OF SHOWING COMPLIANCE. PLEASE INCLUDE IN YOUR SUBMITTAL, A NARRATIVE OF METHOD OF COMPLIANCE, FAN MANUFACTURER, MODEL NUMBER, C.F.M. RATES, SONE RATING, DUCT SIZES, AND PROPOSED METHOD OF DUCT INSULATION. IF YOU HAVE ANY QUESTIONS OR NEED ADDITIONAL INFORMATION, CALL 206/431 -3676, BETW.EN 8:30 AM AND 5:00 PM. PREPARED BY: ROBERT BENEDICTO, PLANS EXAMINER PLAN REVIEW NO. 91 - 379, 91 - 381 * D.C.D - BUILDING DIVISION * PLAN REVIEW * PROJECT NAME: BRIGADOON RIDGE LOT 1, BLDG.PLAN 7150 .�Q+�� B_ LDC . PLAN 7155 LOT 4, BLDG.PLAN 7150 DATE: September 18, 1991 OCCUPANCY GROUP: R -3, SINGLE FAMILY TYPE OF CONSTRUCTION: V -N LOCATION ON PROPERTY: O,K, PER TABLE 5 -A, REFER CHECKLIST BUILDING HEIGHT /NO OF STORIES: ONE STORY, DAYLIGHT BASEMENT. FLOOR AREA: MAIN FLOOR = 1454 SF LOWER FLOOR = 578 SF TOTAL DWELLING 2032 SF + 730 SF GARAGE W.S.E.C. COMPLIANCE VIA COMPONENT PERFORMANCE APPROACH WATTSUN PROGRAM. REQUIRED INSULATION VALUES ARE NOTED ON PLAN.. O.K. VIA) CODE INITIAL REVIEW SHOWS NO INFORMATION REGARDING COMPLIANCE WITH THIS CODE. REQUEST THIS INFO. R -3, DWELLINGS & PLAN REVIEW SITE PLAN DWELLING HAS NOT LESS THAN ONE SIDE. LODGING HOUSES - CHECKLIST 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 DISTANCE 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 AP LICABLE 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 P -AND MEETS REQUIREMENTS OF U.B.C. SEC. 2516 (c) 6. 5.0.e. Q- FNDN. PLAN CRAWL SPACE ACCESS (18 "X24 ") IS LOCATED ON P& MEETS REQUIREMENTS OF U.B.C. SEC 2516 (c) 2. V / FIRST FLOOR FRAMING HAS BEEN SHOWN HERE AND ALJ FLOOR BEAMS, SUPPORT POSTS, FLOOR JOISTS DIRECTION OF SPAN, LIMITS OF MEMBERS, AND GRADE AND SPECIES OF MEMBERS ARE INDICATED. ` •'71ti'VE l .2R- FzW� 1%15(NUNA 'F'tArN (-IArS 'RaEN pRAU IPA FNDN. PLAN MASONRY CHIMNEY FOUNDATION IS NOTED AS 12 INCHES THICK 1 eL4 tLT � INCHES 40 OUTSIDE THA� REPLACE WALL. FLOOR PLAN(S) ALL ROOMS ARE LABELED. FLOOR PLAN(S) ALL WINDOW SIZES ARE NOTED, AND MEET THE LIGHTT AND VENTILATION STANDARDS PRESCRIBED IN U.B.C. SEC 1205. V FLOOR PLAN(S) BEDROOM WINDOWS AND BASEMENT HAVE AND OPERABLE WINDOW OR DOOR APPROVED FOR EMERGENCY ESCAPE OR RESCUE, PER U.B.C. SEC 1204 (Net clear openable area = 5.7 s.f., min net clear opening height = 24 inches, min. net clear opening width = 20 inches, and finished sill height not to exceed 44 inches). 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. FLOOR PLAN(S) PROPOSED METHOD OF HEATING DWELLING IS NOTED ON PLANS. METHOD IS REASONABLE FOR COMPLIANCE WITH U.B.C. SEC. 1212. VISE C&I-G5 44) 4A•toe St< I F t G'0 F"C.) tew4ce. 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. 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. ®� Y ROOF PLAN ALL ROOF FRAMING IS SHOWN INCLUDING TRUSSES, RAFTERS AND HEADERS. GRADE AND SPECIES OF WOOD IS INDICATED ON PLAN. ROOF PLAN METHOD OF PROVIDING FOR ROOF VENTILATION IS NOTED OR DETAILED ON THIS PLAN SHEET. PROPOSAL COMPLIES WITH U.B.C. SEC.3205(c). 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. Y 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. V 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. LL,iL' hiiv,6 t4j7 STRUCT. STRUCTURAL CALCULATIONS AND DETAILS DEVELOPED AND CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT HAVE BEEN SUBMITTED AND PROVIDE FOR THE LATERAL BRACING REQUIREMENTS. 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. STRUCT. PLANS ARE NOTED WITH THE REQUIREMENT TO PROVIDE TRUSS SHOP DRAWINGS AND CALCULATIONS SEALED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. STRUCT. ALL BEAMS AND HEADERS ARE ADEQUATE FOR THE k/' STRUCT. FOUNDATION SILL PLATE ANCHOR BOLTS ARE NOTED OR DETAILED IN ACCORDANCE WITH U.B.C. SEC. 2907 (f). GENERAL DECKS WITH EXPOSED WOOD STRUCTURAL MEMBERS HAVE. BEEN DESIGNATED AS TREATED WOOD OR WOOD APPROVED AS RESISTANT TO DECAY. 'h1CI(E-t '�.-rc ' GZ1•AT: 4� GENERAL NOTE ON PLANS CALL FOR OUTSIDE COMBUSTION AIR DUCT FOR FIREPLACE WITH A MINIMUM DUCT SIZE OF 6 SQ.INCHES, AND A READILY OPERABLE DAMPER. CHECKLIST PREPARED BY: DATE: " = == •ATTSUN 5.1 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 08/12/91 FILE: C:\WATTGUN5\PLAN7150.WS HOUSE ID: Plan #7150-7155 Site: Lot 3 Brigadoon Ridge Tukwilla, WA Homeowner: Game Mail: Builder: Lotze-Worthington Company Weather Data: Seattle. WA Address: 12509 Bel-Red Road Suite 103 Climate Zone: i | The PROPOSED design \ COMPONENT PERFORMANCE | ENERGY BUDGET REFERENCE DESIGN 'Component ______________ BG Wall 80 Slab On Grade Slab Floor Glazing @157; Doors AG Wall Skylights Ceiling Infiltration PROPOSED DESIGN COMPONENTS Component BG Wall 8G Slab On Grade Slab Floor Glazing 0111% Doors AG Wall Description R11 batt 3.5' depth R10 2' horizontal R19 vented Joist 16oc • 201 Vinyl 1/2" Wood 1-3/4" solid pane} R19 STD T1-11 REFERENCE 591 9^b1 Analyst: Jurisdiction: Utility: Floor Area: 2356 ft2 *COMPLIES* with 1991 WA State Energy Code. 114' PROPOSED 550 8tu/hr-F 9,05 kWh/ftZ-vr ============== Reference Value X Area = UA --------------------~---- U-0.041 F_0.64V F-0.540 U-0.041 U_0,650 U-0.400 U-0.06,2 U-0.036 U-0.036 378 15.5 108ft 69.1 150ft 81.0 506 20.7 353,4 229°7 20.0 8.0 1840 114,1 8"0 Q,3 1454 5�.3 Reference UA 591 ~------------' Value X Area = UA 378 loaf U-0.062 F-V.630 F-0.700 U-0.041 U-0.540 U-0~390 i933 7n ___________ 150ft 105.0 5()6 20.7 260.0 140.4 20^0 7.8 125.6 � ��`+", = =========================�____� Items in Parentheses net included in COMPONENT PERFORMANCE totals. 23.4 68,0� WATTSUN 5..1 FILE: C:\WATTSUN5\PLAN7150.WS HOUSE ID: P l a n #7150.-7155 • Skylights 281 Alum 1/2" U-0.820 8.0 c..6 Ceiling R30 blown Attic STD baffled U- -0.036 1454 5.,'. Infiltration Standard Air Sealing Struc Mass HEATING /COOLING /VENTILATING SYSTEMS Heating System Type: Make: Model: System Efficiency: Modified Efficiency: Heating Load tat 44F dt) : System Size: Maximum Size @1507.: Average Annual Heat: Annual Cost: P'ROP'OSED DUCT SYSTEM SUP'P'LY RETURN 4r 1991 t WA C.1 F a'1TE ENERGY CODE= COMPLIANCE AI'_ICE RE OR OS/12/91 Light Frame, Sheetroct:: walls M..-3.000 'PROPOSED Gas Furnace Payne 376can048075/ All in heated soave All in heated space ') 4 31'.)95 Btu/ hr 34695 Btu/hr 52042 Btu.'hr 105 118 to 591 Ventilation Type: Non-Heat Recovery Option: Oction 1 Cool i.nc • Load (at 4F dt) : • 22446 Btu /hr Recommended Size €11257.: 2.6 .tons Solar Access: Partially Shaded Location Avci Rvaiue Surface Area ACH-0.35(1 1 (126.5) Proposed UA 550 M WATTSUN 5.1 GLAZING ORIENTATION South % South cast 3 East: Northeast: PROF'OEEs.D. 65.0 f t u 65.0 0.0 1991 WA STATE ENERGY CODE COMPLIANCE REF iOR T 08/12/9) FILE C, \WATTSUNE \FFLAN71EQ.WS HOUSE l:ia. Flan t17151:1-7155 y North: Ecoru mic and energy Consumption estimates are designed 'for comparative 'pur °ppses only Actual cot for heating 'Atli vary dependinc, on yJeahhei memorandum fee calculations No.18 LOT t • The soils engineer of record will be retained throughout the construction phases as necessary. ' 'Also, the soils engineer shall be required to review all individual lot site plans to assure conformance to the requirements of the soils report as part of any individual site plan approval process. Construction of this development will be restricted ' ' stricted to dry season construction (Mid June thru October). A schedule shall s be provided outlining diy season construction. A temporary erosion control plan shall be part of the submittal to mitigate all potential erosion problems associated with the construction of each private unit (3) :.- three Deciduous trees shall be planted on each lot' prior to final approval' of the building permit. As a requirement to the Final Plat approval. FIL COPY I understand That the Plan Check approvals aria skied is errors and omissions and approval of plans doss not avihortza thia violation of ow akla_ coda or ordinance. Rsceipt of ;cnntr. tar's copy of - . plea acknowledge/J. r • 1- & I' r I CJ II I x 12 x I'j I • FOUNDATION NOTES: FOUNDATION PLAN 1 b Fc:oTi Ne9 GGXfG WALL- 1, ALL- ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. ASSUMED ; d BEARING CAPACITY TO BE 2000 P.S.F. - .f • ALL WOOD IN CON IAiL°T WGTH CONCRETE TO BE PRESSURE TREATED., ALL POSTS TO BE ANCHORED AGAINST LATERAL MOVEMENT. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. SOUD BLOCK OR BRIDGE AT MUD -SPAN OF A . FLOOR JOISTS WITH :e SPANS GREATER T ,; THAN iQY..pM, .._� t�, } . FLOOR JOISTS SHOULD BE SUPPOR3"EO LATERALLY Ai EACH ENO Awl AT EACH SUPPORT, BY SOLID BLOCKINO BY NOTHER.APPRQMFt.; METHOD. t , ° • •.t' 7 - • • y . q + r *or , ;` c ml� 3 f r . / , X1 .. •. 7 •. .. 1311x. Dia140 4 fws .":"?''.."$ ww k'E: W iaiurnws lbw "Mtu.o.►oetr %ANL u 0.54 6444/ 4 'BFI' �il'��SCM7�•; 1 .':.:1511111i.iiiiifillitgli'illiiiiiiAriWsi roil] et, ill iiiii di — 'FF FLcct2 q0 -L1 -b )( 61 OW 41-4-- J 42N1 4"2 2 6-TUs2AL- hlist_Liv. Garage ar1PobT'4 $Lt btvie GENERAL NOTES: 1. ALL WORK TO BE IN CONFORMANCE WITH 1988 UBC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES 10 OUTSIDES. Y EN 3. V t'dVRtER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER WALLS TO BE WATER PROOF TO MINIMUM 70" A$4VE DRAIN INLET 6. SHOWE LIMITED s TO BE 10 MAXIMU 3 G.P.M. FLOW!/. 7. ALL GLAZING WITHIN 70" ABOVE DRAIN INLET 1D B2: SAFETY 3LASS� , � ,, 8. ALL GLAZING WITHIN 12" OF A DOOR CHI WITHIN 18" OFF THE FLOOR TO BE SAFETY GLASS, 9. ALL SKYLIGHTS 70 BE PER UBO CHAPTER 34, ' lo Living MAIItFL- i4s4. w 'Fr t 4 r' 6 ez_ep t el4t2Ae-/ G 1 FT - ToT' 4 22c„ 3 `? FT G_LAzIi)& 4:p or (I% R--to Y4 L f iJ or r 4.e 44 1011 4= 4 III piev 2x ZpiG t "I I f 1`t� "1" .1 ° "t t` tl, 5 No.18 ,, 6 1 ..N... a.+ �.x v r ,. O1; 4 4 01 /%1•471 3174:sffrP?1, .•u:n yet jay.r:. ,a?rK' :g t ^' Y. 1 47 7t 4 ' . .. �£ t5 !� .. . ,...�. , 4 3 r r ,--. 4x 4- re'.11'+9 (Akat%izOONabia �ATaI. klovVMENT ..12C MI MIN MC =I ■:=11Gurier $11111111 - MOM MINIM -- 111111•111- UMW ...IMAM Agin o 2 1• Jolrriv U LO Wt ArrPt 1-14440e o Tb 1.<55174 I e.ovret9 TO Kim W I TIC �2 r1 L�sl�✓ 2.4 1rnC�r�Fs�ep. FLOOR FRAMING PLAN ,- FRAMING NOTES: .,? 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED. 2. ALL HEADERS TO BE 6 x 10 DF #2 UNLESS NOTED OTHERWISE. 3. SOLID BLOCK BENEATH ALL POINT LOADS FROM ABOVE. 4. SOLID BLocK OR BRIDGE AT M1D-SPAN OF ALL FLOOR JOISTS WITH • tF _ ^A SPANS GREATER THAN 10' -0 ". 5. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND ,v AT EACH SUPPORT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. ,U. Trt? 1 6 1Z I rrt.. flzoM A e'. CTKP) ALL FRAMING TO COMPLY WITH ' SPACING 10 CONFORM TO UBC SECTION 2510 (F). BOLTS AND OTHER FASTENERS 1;1111111M • 'r'r '' 111 `r ; I 21 , II rfil Atto AIM& rxialitron 1 ,,„ 1154,frar .1111/44F AtelPWAIWAr> r A Fir UBC CHAPTER 25. NAIL SIZES AND SECTION 2517 (J) TABLE 25-0 AND Ttio CONFORM TO UBC SECTION 2510.: r1 11r r3�r�r r�r�r`�il��lr�i ►Itlr'�'tl' JI ►Ir rl'rlr I 1 I I 6 No.18 ff nIM L 9 5 fi fl Z `w3 *i I rr 11(111111 III Millr Mi Gf I z'r7 t? "1'eup 4-02 ( GNn fl)( SAN I2! 2►► f ROOF. FRAMING PL N ROOF MME N 1. ALL HEADERS `10 SE 6 x'8 OF #2•UWLES$ NGrEp OTHERWISE. 2. ALL TRUSS. SHALL CARRY MANUFACTU ERS STAMP. ' S ' r SHALL HAVE DESIGN DETAILS AND 110ECIFIONtIONS N SITE FRAME INSPECTION. ,'. 3 I ? f ,; �' I. ar r.'i SHALL SE INSTALLED AND. DRA4 M NUFACTU aR'S t;' SPECIFICATIONS. , ;,, ' le NCB TRUSS SHALL SE FIELD MODIFIED WITHOUT PFIOR CONSENT OF THE ANt ,THE U LDING tEIART 14. P.R( A S E MINIMUM ' sc 30" 04:114 �etINIMLJM s '1 li • '.% n 1 OM ,.. " , y�.1 t � x�. ?. i! . . � lrtr , t r � �k ' y 9 rD �tb ti . ..." ., 4 r 1y22 e✓p44.1 12 P& DE itTTIG VEN'ilLialON PER , u yea 14 14 'Ti-rraL. VNTI C - 1 - I OF Pr.e.epiJilZaL9 - ° 1. Co frJC,) DI= 141 FT My`aT r,Fs 4 rrU 1 `fop V/3 of c.. CITY OF TUKWILA APPROVED i OCT 1 1q31 1 11 4 tilt �if i1 I ri f; Tx 'ry T IYII T I 'IlilriliihIi��.i�ilfchilli 6S'S^ L iitili�iiiriili 9 =' ' i��i�Ii $ il!iI he'd) I x 3 ov Erz Ix to 2x34' - r I x to !IIflU11111111111IIIIIIl Holum IIl1!Ifluiilimmi 1WIIII IIINIIIIIIIIniffilm11-- -•,•.. !4� I P rEFJH 111 �i r ( ir7tt 1 11I�I i1ijI 1 51 --=_ No.SB 4 L-OUVR ‘161 I ■ 1 y 2d. LOUV VGN 2x (p T(4. t2L»2 w/ I)( 3 I 71211-1 RIGHT SIDE ELEVATION EF SIDE ELEVATI vL- FLASH 1. .4.4 - o t:X -Nr t 24 ,III )(lb 11 GONG _ rAh '(b 0-r vie) Nita 12 mtz.L.4 �cv u IrA-i 12AI L w/ fi v - r 2x0 6 -j' ac 4x4 jo 6/124A /20 19 y1411,1601. 12pop I / )( €' ra -90/4 o t / 1 i miL G /( 1•-+ 1 �U W E oot C 1 x 3/ 1 4 4 i x )x 4 p.11Nn01,.1 - 11 4. 1M • 7 4 7 e61101 17 I N� . c" REAR .411.114m. .48444 I 1 .: IIC i ( C.4 hirrV llliIilil illlIiii Il f li l lllifl i Illi.hiii ;IA ire Ilti llli ill7f thlir ` 1 r SJL •s 11 ` ✓ tiet.J �1ITh An- : J r) x2L=r t,' i C' fI -1 Gli °TN tiz �' Lim , 2;1 11 00 FRAMING NOTES: 1. ALL MULTIPLE JOISTS OR BEAMS MUST BE BOTH GLUED AND NAILED. 2. ALL HEADERS TO BE 6 x 10 DF #2 UNLESS NOTED OTHERWISE. 3. SOLID BLOCK Ut NEATH ALL POINT LOADS FROM ABOVE. 4. SOLID BLOCK OR BRIDGE AT MID -SPAN OF ALL FLOOR JOISTS WITH SPANS GREATF.F3 THAN 10' -0" 5. FLOOR JOISTS SIHCit`LD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPOFIT BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. r ALL FRAMING TO COMPLY WITH UBC CHAPTER 25. NAIL SIZES AND SPACING TO CONFORM TO UBC SECT ION 2517 (J) TABLE 25 -Q AND SECTION 2510 (F). BOLTS AND OTHER FASTENERS TO CONFORM TO UBC SECTION 2610. 5. PROVIDE ATTIC VENTILATION PER UBC 3205. ROOF FRAME NOTES: 1. ALL HEADERS TO BE 6 x 8 DF #2 UNLESS NOTED OTHERWISE. 2. ALL TRUSS: SHALL CARRY MANUFACTURERS STAMP SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON SITE FOR FRAME INSPECTION. SHALL BE INSTALLED AND BRACED PER MANUFACTURER'S SPECIFICATIONS. 3. NO TRUSS SHALL BE FIELD - MODIFIED WITHOUT PRIOR CONSENT. OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS MINIMUM 22" x 30" WITH MINIMUM 30 HEADROOM. • , acs 1.0,c —v •r+y, ion c ..� -.. = — .rnwxr . . /Art (. / -vr J (4 ci4 k ) .:. 9s.': t;•,.1, I ,' ( ` / ' r i" No.18 • • RIGHT SIDE ELEVATION 20Vtz Vt✓NT EL EVQ ' TIGN 24 Xtx> ✓ t = 11-1 1110'" -1 Cs $ i t b -Y ` 111 -r t+ . I0. 10'-o • II h C� 1 7- JJ / t X -4 C: C P-.1 ; F' T {c(r -4 - - -( -: sTl r..SUC)L' ' ! -l! T i FJk? lt A EI i ;illi iilllOM � T ��I :r >>iril��l�l . Mill l��i�i l�ll�ll �l��il ll�l�� ll ll ll�°r�l w � 101 RIGHT SIDE ELEVATION 20Vtz Vt✓NT EL EVQ ' TIGN 24 Xtx> ✓ t = 11-1 1110'" -1 Cs $ i t b -Y ` 111 -r t+ . I0. 10'-o • II h C� 1 7- JJ / t X -4 C: C P-.1 ; F' T {c(r -4 - - -( -: sTl r..SUC)L' ' ! -l! T i FJk? lt a, 8 111411 L : 01111111 1 OM i „- „iii,m,„,1,11, 111 I 8 111411 L : 01111111 9' 1111/111 OM i '4 11 ' 1 Wi >d 1 or ?TiJG (`)01=ATil 1 To ILeY.) ' 10 R f ) • . ;- HIP' 1-4/0 1 1)z..11_4, r L. utit> STAIR NOTES: STRINGERS TO BE FIREBLOCKED AT BOTH "TOP AND BOTTOM. ALL USABLE SPACE UNDER STAIRS TO BE 1 HOUR CONSTRUCTION: MAXIMUM RISE 10 BE 8”. MINIMUM RUN TO BE 9". MINIMUM HEAD HEIGHT TO BE 6'-8". MINIMUM STAIR WIDTH TO BE 36". '-z? i f • ; PROVIDE CONTINUOUS HAND RAIL 34" TO 38" OFF TREAD NOSING AND MUST EXTEND BEYOND BOTTOM TREAD. " L.rt PROVIDE GUARD RAILS AT LANDINGS MINIMUM 36" HIGH W/MAX 6" CLEAR SPACING BETWEEN DIVIDERS. & - Gasorroa Mut,t, w / 1 0 /004, 1 OF oisio 'KW 1" 01-11,PwleMT ?..L.C2c rpt,Q.1& osz E5W rooriv46, T2 e; m114 c-omr v-Viv mug" otz Gor7ANte evAa-V-0 ‘A/ . (24" 4)0,64e.ea) w/ 44�4. - lb ee-• Ve kV 24/e• ft.:(4o7V 1 FuGul , o 6 42 Afrre.c.vmo l vit4elze re)-trelet,) 1 vat.vT(55 ex,oc.dv.iNca tbeiro-t6 r2-v Irk v‘oforr 6#1414.3e, )4)0 dioti.vvp , , 4- pteers re: e rArtwit.i, • DIVISION 1. GENERAL REQUIREMENTS All work shall comply with the most recently adopted edition of Uniform Building Code, Uniform Mechanical Code, Uniform Plumbing Code, National Electrical Code, Washington State Energy 8Y Code , and applicable land use codes. Contractor. shall verify all existing site conditions, site de- velopment dimensions, and building dimensions rior to proceeding p p e ing with the work. Building perimeter and floor elevations•shall be established and building setback and height restriction compliance shall be verified by licensed surve oy r prior excavation. Any discrepancy in the construction documents-M11 be imruediatel brought to the Architect's attention for resolution. y Written dimensions shall have precedence over scaled dimensions. DIVISION 2. SITE WOa{( Clearing and grading shall conform to a licable regulations, '1 PP $ ohs, and shall l be conducted such that erosion of soils is minimized. All footings shall bear on firm undisturbed rbed soil. Foundation design is based upon an assumed average soil. bearing value of 2,000 lbs /sq. ft. unless stated oth rwise.'Provid e concrete fill under all over-excavated footings coarse granular fill under all alover- excavated slabs. j Back fill foundation drain at perimeter of building with g coarse granular fill (1 1/2 -3/8 clean washed rock) with minimum of'12" wide blanket extending to finished ed grade. Protect drain tile and waterproofing. Compact areas within buiidings which -are to be covered by concrete slab to of maximum dry density. Compact areas to be covered by paving (walkways, driveways, patios,) to 907. of•maximum dry density. Rough grading shall provide positive drainage away from building.. ee Trench to elevations below frost line for storm drains, water lines, sanitary sewer (or septic system) and irrigation sleeves. Provide perforated plastic pipe foundation: drain where shown on drawings. Connect to roof drain and storm water system. In jurisdictions requiring separate roof drain lines, ptovide tight line connected to roof drains, in addition to perforated foundation drain. Rockeries and retaining walls shall be designed and installed per applicable code. DIVISIC :: 3. CONCRETE WORK All reinforcing steel shall be grade 40, deformed bars. All tie wire shall be 16 guage double annealed wire. All anchor bolts, nuts and washers shall be ASTM A -307. Lap all reinforcing bar splices a minimum of 30 bar diameters. Minimum concrete compressive strength shall be P.S.I. at 28 days unless noted otherwise. Footings and foundation walls shall contain a minimum of S sacks Portland cement per cubic yard, slabs shall contain a minimum of 4 1/2 sacks per cubic yard. Exposed aggregate slabs shall contain a minimum of 5 1/2 sacks per cubic yard. Provide broom finish or exposed aggregate finish for all exterior concrete walls, patios, stairs, porches and driveways. Provide fine float finish for surfaces to be covered by resilient floor-' ing, tile, or carpet. Provide steel trowel finish for interior walking surfaces which will not be covered by flooring. -.> Slope exterior concrete slabs and garage slabs to drain. Provide wood, plastic, or fiber expansion joints at 20' O.C. max. Protect all concrete work during curing to minimize evaporation. DIVISION 4. MASONRY A. BRICK VENEER MASONRY Utilize standard size new brick units, ASTM C 216 in running bond unless shown otherwise on drawings. Anchor to wood framing with corrosion - resistant anchor ties, minimum No. 22 guage x 1 ". Space anchor ties such that ties are attached at each stud, 16" 0.C. maximum horizontally, and 12" O.C. max - •imum vertically. Provide No. 9 wire continous horizontal ties- at 12" 0.C. maximum, corresponding to an hor tie place - ment. All veneer masonry shall be fully bedded in type "S" mortar, and provided with weep holes. A11 exterior joints shall be either rodded or flush. B. STONE VENEER MASONRY Anchor stone veneer units, 5" maximum thickness, to wood studs or masonry backing with No. 22 guage x 1" corrosion resistant sheet metal ties per section 3600 U.B.C. All stone veneer masonry shall be fully bedded in type mortar, and provided with weep holes. C. GLASS MASONRY Glass masonry units shall be minimum of 3" in thickness and installed with type "S" mortar per section 2407 U.B.C. D. STEEL LINTELS Provide,' steel angle' lintels', F - 36 000 P.S.I. a v . Y > . bo a all : nori- arched openings in. brickor. stone veneer r : mason . The lintel sizes' re ;, „y - follow in g a intended for support `of 4' ' meximuaven thickness, -with no superimposed :loads. E. MASONRY FIREPLACES DIVISION 5. DIVISION 6. WOOD AND PLASTIC ROUGH CARPENTRY CLEAR SPAN (MAX) STEEL ANGLE SIZE 4' -0 6' - 1/2" x 3 '1/2, x .5/16 6 0 1 L 4 " x 3 1/2 x Si 1b' 8' - L 5" x 3 " 112. x -5/16 "' Provide 6" bearing at each en Construct Masonry fireplaces :of new standard size clay. brick,,-`. ASTM C 216 or a combination bf brick .and concrete .masonr units Fireplace wall. thickness shall be' minimum of 8", n n > i eluding firebrick. lining, ASTM C 27. Chimne wall all thiekness:`>ahall `be minimum.of 4" and lined with fireclay flue tile y ,ASTM C :.`3.:5... -.. Masonry above fireplace- oenin :shall be supported - b steel:. angles or by flue damper as ' m ..o Y p se blies"designed �to � suppo.rt�� such ' " • loads. Provide :°6'sq. in.,`minimum outside ; combustion Air, .; opening, complete with damper. No combust�tble� be materials. `shal e wi t h n i 2 of s �n k . o e chambers or chimneys, n or within ,1 of exterior terior chimneys. Flues shall be sized in accord - ance with cable 37 U.B.C. Chimneys shall be ° pprovided rein= forcement and seismic anchorages per..section3704 No combustible materials �� : • - . aterials shall be� laced " w p itFiin 6 of the. fire � .; place opening. Combustible materials within 12 ". of fireplace opening shall not protect more than 1/8" for ,each "`'1" clearance from such opening. . METALS Structural Steel: r-' GE t i Conform ` ".to.:'ASTM. A 36 unless noted : otherwise. Structural bolts, nuts and washers: Conform to ASTM A 307 unless noted otherwise. All work to conform. with American Institute of Steel Construct ion standards. All rough framing members shall be franed,.anchored,. and braced so as to develop the strength and,rigidity necessary for the purpose for which they are used. Nailed connections shall be in accordance with .table `25 -Q U.E.C. All plywood shall be installed per American Plywood Association standards. All pre manufactured wood'trusses shall be designed by a:lic: ensed engineer, Fabrication, handling, storage, installatio and bracing shall be'per engineer's specifications. All foundation plates or sills",'and all sleepers on concrete or masonry in direct contact.with earth shall be pressure:. treated. Deck framing shall be pressure treated. Decking and rails shall be pressure treated or cedar. All plywood shall be C-D grade, exterior glue. All spaced roof sheathing shall be Hem -Fir #4 common grade or better. Provide .1 x,6 spaced roof sheathing for shake roofs, 1 x 4 for shingle roofs. All framing lumber shall be, kiln dried or air drieer to 197 maximum moisture content: -prior to installation. DIVISION 7.. THERMAL AND MOISTURE PROTECTION A. BITUMINOUS DAMPROOFING Apply heavy bodied asphalt bituminous damproofing to ex - -- terior of foundation walls, extending up to finish grade, per manufacturer's instructions. B. WATER REPELLENTS Apply appropriate water:repellent•to any masonry, cement plaster or stucco pvr manufacturer's instructions.' n All joists, rafters, studs, blocking and bracing shall be HEM -FIR #2 or better, Fv= 75 P.S.I., Fb= 1150 P.S.I.E- 1,400,000 P.S.I. All sawn beams, headers, posts, lintels, and girders, 4''! nom- inal, shall be Douglas Fir- Larch #2 or better; Fv- 95 P.S.L. 1 • Fb= 1250 P.S.I., E= 1,700,000 P.S.I. 6" nominal shall 'be Douglas Fir- Larch #1 or better; Fv= 85 P . S . I . , F b = P.S.I. E= 1,600,000 P.S.I. All glued - laminated ;. timber shalt be kiln dried Douglas Fir 24 F -V3 or better; Fv= 165 P.S.I. Fb= 2400 P:S.I., E- 1,700,000 P.S.I. i i . ROOF . INSULATION Install buildih S ir4sulation Attic Rafter f e r : it f t c t .a y in vaulted ceiling Walls Premed floors " over unheated space Slab on,.grede perimeter D.- . VAPOR' BARB " IiRS. , Provide inte ri i.- l � o k � T: r8f V C a r r• insulation.: Provide- , # r' r., with .w in of ethelen_ ..;. n.�:. , p y evgpor. barrier !,n crawl space r R-38 (l:le c r t is ' resistan R -30 (Gas heat," or heat 'pump) puce) ectric resistance, as'. "h R_ (El .. g eat �. or heat, pump) R -1g R -19 the following :.minimum values: • 1•. Red cedar handsplit Shakes: •.: . Apply - shakes with 30 alb. p roofing 'felt interlay. Shakes shall be laid ith .w at ". " e her ex osure 7 :h /2 _for 18 res.awn N P � shale „ ., .� : .. es 10 r .. shakes, .fo 2 4 r ; shkes �' at ° • a ,. r . , ,,roof ` saopes of 4 12 . or greater:.. Provide';nailin fl g, ", ashng, in:,accordanc$ Red. Cedar, Shingle and. Hands lit Shake Bureau recommendations. p �' IIOIIiII IIIIIIII Ol dio iiol i iiduii ';di l hi� �iidi m 2. Red ,Cedar" Shingles Apply No 1 `ahingles ;'directly over roof sheathing..: Shi ^glee shall. be laid;.wtth . weather ,exposure of :5 ",: for No -..1,: ;;16" , shingles, . 5.'1/2 ". for ',No (1 +... in�l�es ' '18" sh - and :7 1 /2 "'for.'No. 1, '24 ":'shingles°, :at - :roof -elo P es:of '''4 :in, 'or greater. Provid "e `nailin "'fl ashin .. installation' in accordance ,with theYRed Cedar Shingle and Handsplit Shakes Bureau":recommendations. 3. Asphalt shingle8 :' • Apply ' shin g les over solid sheathings with 15 .lb. build - ing felt- underlay. , Install per manufact.urer's ° instruct - ions. 4.; Tile 'roofing Apply glazed clay concrete-tile in accordancel: with manufecturer!a instructions ana section s2U3 U.B.C. 5. Built-up goofing Apply ..:built -up roofing in accordance with manu- facturer's tnstructions.:and.section 3203aU.B.C. . WOOD SIDING ; Install wood ':aiding$ of the type and orientation shown on drawings,' over: 15 lb. building felt or approved'water vapor )ermeable, ' air: inf iltration ' retardant hou ,e : wrap, C. ROOF ACCESORIES : "�'''!''' IIIII,IIII1�1I1 IIIIIIIIl11 III IIII111111 111 I,IIIII I,IIIII�IIIIIII iliIIIII No.18 �. ;.•...... Provide prefabricated roof_ ventilation ° jack,s'of galvanized: steel or anodized-aluminum. H. GUTTERS AND DOWNSPOUTS .. Provide - continously formed aluminum gutters Provide ▪ 2 ": . x .4 ".rectangular Seal gutter corner.:connect • ions 'with butyl cospound. Connect downspout: -to drain lines`• with appropriate'transition ;.fittings. I SKYLIGHTS Provide double paned skylight units :of the size anti type : shown on drawings. Install p er.laanufacturer's instructions, including. flashing, and counterflashing. J. SEALANTS Utilize` resilient, non hardening' caulking ' designed for the intended application where iris otherwise;'impractical to ..obtain a watertight-or airetight fitting:ejoint between materials.: ';Provide - polyurethane foam backing where joint size dictates. . . FLASHING' AM) SHEET METAL ' Provide 20 .gouge galvanized- steel , flashing a � :- roof /chimney, roof /skylight and roof /wall intersections, wall. /deck'intere sections, where siding , is interrupted by ma jor horizontal ;trim, and at heads of doors and :windows exposed_to weather. Provide butyl boots at ill roofplumbing penetrations. DIVISION 8. DOORS - AND WINDOWS . . DOORS :Provide doors of the type and size ahown:on drawings. Hinged exterior doors shall be weetherst to maximum e. of . 1.0 c / sq. f t. air infiltration rate. :Sliding glass exterior dopr-s. shall 'have 'a-_ma r ai infiltration 'rate of 0.5 c�.f.om . /sq..ft... Instep doers ter m er instructions in +, -. .,.. , _anuf 9cCurer : cludin .flash n . � _. .�:.. ... $ .i. . naYlin +1 $ 4� esr . anc 8 e. s.a nd� f.inishin„ `. Prov"ide: "self closing hardware on , - ..,. :.. $ . . doors k►kich - separate esidentfal space . from ` ara e space. '. g 8 p ce. 3 WIN ROWS EGRESS S . lee rooms shall be.rovf $ p dad with egress doors with a minimum net clear opining of clear p 8 5.7 clear ft:, with minimum net cl _ . r height of 24 and net clear widt of 20 ". Sill 'height ht` shall not ex h g exceed a maximum of 44 " above the floor. LIGHT ANDS VENTI LATION Windo. -ar.za in- .habitable rooms shall ' be not le ss :;. Chan ',of the floor area of such rooms. Operable cable window: (or 'area shall be not less•than 1/20 of the floor area of rooms tovide, window units of the. type, ,size, class and pa facturer s town , nu *Pare , h on: drawings ° ,, ' , Instal - l� �plu�b, level, : ande square and per manufacturers instructions:. includin8£flash e ing, na .ling, :clear'ance, Nand. finishing.. Provide: documenta- tion of :wi'ndo class. .rating.. :All .external °glazing shall. be- double paned, excluding ; ornamental.. )azi "n .` Alll ` az ing sub �..�.. 8 8. , ecC�.to hu ari �i j , as , e ac t ' shal l be saf et, : bu t: y. gta.,ing I.n general, this 'includes. bu" not liini,Ced ,ta: lazin' , ,. �, . , ... i - ,... g ... .8. ,doors,, withih'42 .of doors within " . 18 of; floors. Gia.zngtijn . sk"�:lights ' shall. be wired' "a Y glass„ laminatedglas5 witheee roved .int.e ; rl aer having ., PP ,, y ing a minimum thickne ssof_ 0.030" or: glass minimum thickness of 7/32q.'-- ,DIVISION 9. FINISHES A. GYPSUM WALL BOARD.. • Walls,'ceilings, and structure separating residential and garage spaces. be covered with 5/8" type "x" gypsum :wall board_ ©n garage side, and shall have all joints fire- tapped and-nails ` set and compounded. All other walls and ceilings shall receive 1/2" gypsum wall ▪ board.: For ceiling supported by 24" o :c. framing members, verify suitability of 1/2" wallboard with manufacturer. Walls surrounding tubs or showers shall be covered with water - resistant gypsum wall board, water - proof surface to a height'of-72" above adjacent floor. B. CEMENT PLATER OR STUCCO Apply cement plaster or stucco '`a areas•shown on drawings in accordance with Northwest Wall and Ceiling Bureau rec _ommendations for materials,: backing, lath, application techniques, and finish. 15. MECHANICAL A. PLUMBING Plumbing system shall be designed by a competent, experienced mechanical engineer. or-designer, in accordance with the:Uni- form.plumbing Code:and.applicableqocal '::codes.; " heater insulation shall conform to ASHRAE Standard 90- A -80.. Hot water pipe insulation shall - conform to table 4 -17 of ' t'he Washington State Energy Code. _ HEATING,'' VENTILATION AND:AIR CONDITIONING `HVAC system shall be designed by a competent, experienced mechanical engineer or designer, in accordance with'the 'Uniform Mechanical Code and applicable local codes. Provide documentation of furnace A.F.U.E. Ductwork insula- tion shall conform to table 4 -16 of the Washington State. Energy Code.,' When installed in garage, heating units shall be placed :such that all pilot` lights, Lurners, heating , elements or switches are located a : minimum of '.18" above garage floor. DIVISION 16. ELECTRICAL Electrical systems shall be designed by.a competent,.exper- ienced electrical engineer or designer, in accordance Stith rthe'National.'Electrical Code. and applicable local '. codes. , Electrical =. plan in architectural drawings is for ;chematlee -layout reference only. r 4 . p . • 4 • '