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Permit 6586 - Barghausen Residence - Exercise Room and Deck
8 QLLc) BA&! USE Ni, TH3/"S cosK0 TYPE OF CONST.: V —N UBC EDITION (year 1988 SETBACKS: N S— E— W— FIRE PROTECTION: Sprinklers Q Detectors [x) N/A UTILITY PERMITS REQUIRED? © Yes Q No W bro Workst ZONING: BAR/LAND USE CONDITIONS? 0 Yes Ox No ".. N TIONS (other than those noted on or attached to_permit/plans) APPROV D •R BUILDING ISSUANCE BY: ARINIIMp ti ,t_ OFFICIAL DATE: , - i � ;ITY OF TUKWILA 'ept. of Community Development- Building Division ;300 Southcenter Boulevard, Tukwila WA 98188 206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: SITE ADDR S 16440 53 P1 S S ITE # AL OF CONSTRUCT ON - $ 2 PROJECT NAME/TENANT IIarghausen, Thomas ASSESSOR ACCOUNT # 77964 TYPE OF New Building x Addition ❑ Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage O Reroof O Remodel (residential) O Other: DESCRIBE WORK TO BE DONE: Add 452 square foot exercise room with a 25 square foot deck. MPERTTOWNEFF Thomas A. Barghausen ADDRESS CONTRACTOR ADDRESS ARCHITECT ADDRESS /SE WOR TOTAL CERTIFICATE OF OCCUPANCY NO. 18215 72nd Avenue South, Kent, WA WA. ST. CONTRACTOR'S LICEN E # SILVEHI104C3 5 16440 53rd Place South, Tukwila, WA Siverstar Homes Rockwell & Associates Designs 26519 199th Place S.E., Kent, WA CODE •. COMPLIANCE SIGNATURE: �f 6C ' ` 2 0t- 4 ) PRINT NAME: — TX/44 lL • ` t'L r ‘ BUILDIP' PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) DESCRIPTION BUILDING PERMIT PLAN CHECK BUILDING SURCHARGE: TOTAL FEES 181OE1 > RCPT :8316 DATE ISSUED: PHONE 251 -6222 ITQ r 98188 PHONE 850 -2332 I ZIP 98032 EXP. DATE 2 -15 -92 PHONE 631 -6435 8,996.00 0 -0140 U Grading/Fiii ZIP 98042 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. This permit shall become null and void if the work is not commenced. within 180 . days from the date of , issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspectlan. PERMIT NO. CONTACTED i Le-et ii\f a 0. DATE READY DATE NOTIFIED 1) ` ID 1 1 (BY ) e BY: init. PERM EXPIRES 2nd NOTIFICATION AMOUNT OWING 3RD NOTIFICATION BY: (Init.) PLAN CHECK NUMBER 9 t - no 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) • TOTAL U E DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. BUILDING - r' 1_00 R• CONSULTANT: initial review O FIRE O PLANNING PROJECT NAME SITE ADDRESS NIA N 1 INIT: ROUTED // `._Y-5-q 1 7 1 I 7J — PUBLIC WORKS ® OTHER (2t BUILDING - 67/0/ final review REVIEW COMPLETED INIT: 6//11// INIT: 6 - e7/ TYPE OF CONSTRUCTION: INIT: BUILDING?ERMIT APPLICATION TRACKING 6(kf , - 7()OrfC) SUITE NO, f tLtctQ s� pt Data Sent - FIRE PROTECTION: S • rinklers • Detectors FIRE DEPT. LETTER DATED: -v-5 9 i INSPECTOR: 2 17 ZONING: G - 1BAR/LAND USE srl REFERENCE FILE NOS.: MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: VA 'AHEM i TS...f GO:IIIIME 'S Date Approved - E- UBC EDITIO5I (year): TOTAL OCC LO D 88/17/60 oJVV ovurncdnier auuIdvuiu, I unwna VVII UO 1 av (206) 431 - 3670 ( DESCRIPTION 0 N CPT # : DATE 6 ' B UILDING PERMIT FEE ` o ti Xp PLAN CHECK NUMBER / - 1-7 MUS 6`E . FIL_L ED OUT COMPLETELY: PLAN CHECK FEE BUILDING SURCHARGE • j "AF'P.L/CA TION " OTHER I TOTAL • , ✓ . SITE ADDRESS SUITE # 16440 53rd Place South, Tukwila, WA VALUE OF CONSTRUCTION - $ $28,996 PROJECT NAME/ TENANT ENANT ----� Silverview Lot 14 S V � 1CPU -S.e /1 ASSESSOR ACCOUNT # 779640 TYPE OF New Building el Addition AI Tenant Improvement (commercial) • Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: Adding 452 s.f. Excercise Room with a 25 s.f. Deck off Existing Media Room. BUILDING USE (office, warehouse, etc.) Residential 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: I xis-1-0.6- )4ak1 r hoN A SOUARE FOOTAGE - Building: 3 2 5 2 Tenant Space: Area of Construction: 452 T- WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDIN ? 0 No 0 Yes IF YES, EXPLAIN: r1 `5 d QC PROPERTY OWNER Thomas A. Barghausen PHONE 251-6222 ADDRESS 16440 53rd Place South Tukwila, WA ZIP 98188 CONTRACTOR Silverstar Homes PHONE 850 -2332 ADDRESS 18215 72nd Avenue South Kent, WA ZIP 98032 WA. ST. CONTRACTOR'S LICENSE # S ILVEH 11 0 4 C 3 EXP. DATE 2 ARCHITECT Rockwell & Associates Designs PHONE 631 -6435 ADDRESS 26519 199th Place SE Kent, WA ZIP 98042 CITY OF TUKWILA Department of Community Development - Building Division HEREBY CERTIFY::THAT:i HAVE EAD E.:TRUE AiND CORRECT, AND 1 , ALr BUILDING OWNER SIGNATURE OR AUTHORIZED AGENT ADDRESS ( CONTACT PERSON DATE APPLICATION ACCEPTED d vvvvi PRINT NA Chris Placentia / 18215 72nd Ave, S. INp::;E on BUILDIh3 PERMIT APPLICATION INED THIS::AP UCA o :APPLY tip 11'HI Same As Above PHONE - 1-- fc 1 / D APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431.3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION EXPIRES : : DATE E: $AM6. T PHONE 251 CITY/ZIPKent. WA 98032 o3/,8Io, COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS • Completed building permit application (one for each structure) C1 Assessor Account Number Two sets (2) of the following: l l Specifications • Structural calculations stamped by a Washington State licensed engineer lJ Soils report stamped by a Washington State licensed engineer �-, Topographical survey El Energy calculations stamped by a Washington State licensed engineer or architect [I] Legal description • Working drawings, stamped by a Washington State licensed architect, which include: • Site plan • Architectural drawings • Structural drawings • Mechanical drawings • Elevations • Civil drawings •:Landscape plan — 1 Completed utility permit application (one for entire project Six (6) sets of civil drawings NOTE: Sea utility permit application and checklist for specific utility submittal. requirements. RACK STORAGE El Completed building permit application Assessor Account Number Two (2) sets of plans, which include : n Building floor plan showing: • Entire space where racks will be located .' • Exit doors • Dimensions of all aisles C 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, ❑ Structural calculations stamped by a Washington State licensed engineer (rack storage B'. and over) RESIDENTIAL NEW SINGLE- DWELLINGS /ADDITIONS Completed building permit application (one for each structure) [egai description sessor Account Number Two sets (2) of working draw rte plan ..«......_s► • Foundation plan Fl oor plan tk oof plan • Building elevations (all views ✓ cross- section • Structural framing plans SUi3MITTAL CHECKLIST Washington State Energy Code data QCompleted utility permit application Ole Six (6) sets of site plans showing utilities C � NOTE: Building site plan and utility site plan may be. combined. See utility permit application and checklist for specific submittal requirements. Additional topographical and soils information may b required if unique site conditions. COMMERCIAL TENANT IMPROVEMENTS C Completed building permit application one for structure tenant) Floor plan 'Of proposed tenant space • Tenant space plan with use of each room labelled,: • Exit doors:. egress patterns New walls; existing wall, and walls to be demolished,. C Construction details Cross :sectfons.showing wall construction and method of: attachment for floor and ceiling C Structural calculations stamped by a Washington State licensed' engineer may be. required if structural work i s . do be done sets) NOTE If any woo* is to be pone, submlf separate ud ryr permit application and plans Assessor`ACccunt.Nu Two (2) sets:pi construoton plans, whjpir Inc lu Site plan `: •Location of tenant space • Existing and proposed parking • Landscape plan applicable, i,e , change of : u te? : • • tDJeratl building plan Tenant loc r Use.of adjacent (common wail)` tenant :. ■.caversp Ornensions of buiiding,or square foots REROOF n Completed building permit application: (one for, each structure).` Assessor Account Numb Narrative describing'. existing roof, material being removed, and material .being,installed NOTE A cwrti ication lettarls required prior to lliwllnepeclon and sign .Off the permit ANTENNA/SATEU.ITiE. DISHES ri Completed building permit' application C Assessor Account Number Two (2) sets of plans, which include. E Site Plan (showing building and location of antenna/satellite dish) Details antenna/satellite dish :! and method of attachment Structural calculations stamped by a Washingt State license engineer; may. be. required ' RESIDENTIAL REMODELS' Completed building permit application (ono for each structure) Assessor Account Number C Two (2) sets of working drawings, which include: • • • Site: plan ►: pogndation • Floor;,plan • Root plan • Building elevations (alt. 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. i REROOFS Completed building permit application (one; for each structure) C Assessor 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. >: • r•,Coi r PERMITS �.. .r .. TO PM ,. .�:... APPROVED PERMIT NUMBER APPROVED PLAN /LETTER DATE ISSUED mil -e_. U 1 l Channelization/Striping /Signing Curb Cut/Access /Sidewalk Fire Loop/Hydrant Flood Zone Control Grade/Fill Hauling Landscape Irrigation Moving an Oversized Load Sanitary Side Sewer Sewer Main Extension (private) Sewer Main Extension (public) Storm Drainage bo -q) S-14-qt r5-- 3 Water Main Extension (private) Water Main Extension (publ Water Meter (exempt) size: No.: ❑ Deduct 0 Water Only Water Meter (permanent) Size: No.: Water Meter (temporary) sine: No.: Other: Other: RECEIVED TYPE OF REVIEW �.. .r .. TO PM ,. .�:... APPROVED D r , REQUESTED COMMENTS 5 1 - q I mil -e_. U 1 l 5- i`a. I 1 PLAN CHECK NUMBER ROUTING PERMITS REQUIRED UTILITY R OJECT TRACKING CHECKLIST CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT I HEREBY CERTIFY THAT t AVER THIS APPLICATION AND KNQW THE .SAME: TO BE TRUE AND CORRECT. Applicant/Authorized , Agent Signature: f /j /lid Contact Person (print name): Chris Placentia Address: 18215 72nd Ave. So. PrintName: Chris Placentia Date: 5-1-91 Phone: 251 -61 1 0 Kent, WA 98032 Phone: 251-6110 Date Application Accepted: . _.. C � Date Application Expires: i l - co CITY OF TUKVVILA Central Permit System - Engineering Division 6300 Southoenter Blvd., Tukwila, WA 98188 Phone: (206) 433 -0179 PROJECT Site Address: Engineer: Street Address: Contractor: ;:MONTHLY; SEERVICE BIL INGS TO :. Street Barghausen Engineers 18215 72nd Avenue South Silverstar Homes No. of Units: ❑ Motel ❑ CommemiaVindustrial Name: Same As Above ❑ Office ❑ Retail MISCELLANE C] New Building INFOrRMATiON > >! Square Footage: King County Assessors valuation of existin UTILITY PERMr. t APPLICATION 16440 53rd Place South INFORMATION ! Name of Pro ect: s i lverview Property Owner: Thomas A. Barghausen Street 16440 53rd Place South Street Address: 18215 72nd Avenue South Kin • Count Assessor Account Number: 779640 WATER >i Name: Thomas A. Barghausen DE�P REFUND /BILLING Street 16440 53rd Place South ❑ Water ❑ Sewer ❑ Metro ❑ Standb DESCRIPTION: OF;` PROJECT: ❑ Multiple - Family Dwelling ❑ Hotel i.9 Lot 14 ❑ Channelization/Striping/Signing ❑ Curb Cut/Access/Sidewaik ❑ Fire Loop/Hydr. (main to vault) - No.: Sizes: D Flood Zone Control ❑ Grade/Fill cubic yards ❑ Hauling ❑ Landscape Irrigation ❑ Moving an Oversized Load D Sanitary Side Sewer - No.: ❑ Sewer Main Extension Private ❑ Public ❑ ❑ Si • le -Famil ❑ Duplex ❑ Tri • lex ❑ Warehouse ❑ Manutacturin RemodeV Addition structures: $208 $208, PLAN CHECK NUMBER: Q Tukwila, WA Residential ❑ Apartments ❑ Other: ❑ Condominiums ❑ Church ❑ Hos • ital Phone No.: 251 Cit /State /Zi•: Tukwila, 981 88 Phone No.: 251 Cit /State /Zi•: Kent, 98032 Phone No.: 850 - 2332 City /State /Zip: Kent, 98032 ..PERMIT I EQUESTI ® Storm Drain ❑ Street Use ❑ Water Main Extension Private ❑ Public ❑ ❑ Water Meter / Exempt: - No.: ^ Sizes. Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No Sizes• ❑ Water Meter / Temporary: - No.:., Sizes• ❑ Other: Phone No.: 251 - 6222 City /State /Zip: Tukwila 98188 Phone No.: City /State/Zip: ❑ SchoolCollege /University ❑ Other: Square footage of original building space: 3 2 5 2 s . f . Square footage of additional building space: 452 s . f . 2 Valuation of work to be done: $28 , 996 09/19/90 SUBMITTAL CIS ' 1KLIST 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/ CHANNELIZATIONISTRIPING /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 Slze 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 SI!7 SEWER O Type of pipe - ,,, Ate, 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 PubleNaiWiament as complet: . t e r rev ew an the pans are approv: ., t e app 'cant wi . : not 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 necessa resubmittal requirements, CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 MEMORANDUM TO: -1 re/ FROM: 11/& DATE: �t..% 6-1--q I SUBJECT: . 72 -q0 . Ci014 )6' PHONE # (206) 433.1800 e(-I3. 0 LI 16 ? fic16 a78 cry 1/ J'i. co 7 kixak - 76 1 ‘-/Xe-A. 0 Lou ?ad,/ (Z,_ AV PO Gary L. VanDuscn, Mayor Project: / - TypeofInspe« Address: 0 '' I .te Ca e• : Special n truct ons: Cf 7 �007 /f ,9,, Date Wanted: / Z ` p.m. Requester. Phone No.: 26 — 7;,// 0 COMMENTS: ' + . - fi ;� ;�i.' "'i'•.�ik..i i6�5'A::b'•�:"n'},',d v.7 + +sT ^, ^ C INSPECTION RECORD Retain a copy with permit P � CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 't( Approved per applicable codes. ❑ Corrections required prior to approval. nspector: (5 7 /7ic PERMIT NO. (206) 4314670 ❑ $30.00 REINSPECTION F E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PROJECT: t, r-r__ 4 t , c.c,,t'e '= ._S PERMIT NO. _ a DATE CALLED: _ y - `? / S ITE ADDRESS: '� &__ 0 _ ,J TYP E OF INSPECTION: (;c4}/.3 .... DATE WANTED: a.m. `� �C � l "_ ` / a•m. REQUESTER: SPECIAL INSTRUCTIONS: PHONE NO.: INSPECTION RESULTS /COMMENTS: ,/' 4r21 .0 s ,;1� DATE: 7-' L 1,/ INSPECTOR: 0 • _/_1Y CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: + r f , IA 4 , / „i C , i LILA. PERMIT NO. 0 , I SITE ADDRESS: r (p t- Q 5" P f DATE CALLED: 3 TYPE OF INSPECTION: _4 CA ' DATE WANTED: ' REQUESTER: 1 SPECIAL INSTRUCTIONS: PHONE NO.: 2-51 - ( INSPECTION RESULTS /COMMENTS: AA k4A i INSPECTOR: DATE: 7 - S 9 / CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD Pb-eiQ 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: Arp. c G PERMIT NO. C_ DATE CALLED: �v ' --4 7/ .-- ... 4' m. SITE ADDRESS: - 4. r S" TYPE OF INSPECTION: — _ 1y DATE WANTED: SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: INSPECTION RESULTS /COMMENTS: ■• - _ �, i/ nlBeCnTAO. .. n A i1 -e1 CITY OF TUKINILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 REINSPECTION 1 1a 8 APPLICATION City of Tukwila -. Building Division 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 (206) 431 -3670 Reinspection of: Site Address: CAniractor. Address: ( S2/ 6 Applicant (signature): ��jj (tease print name): ��V'l5 C" IQCei1 Coirtal Person (please print): (1, r. PERMIT NO. i'n.TP4 Original Inspection Date: / Project: Phone: l /(C)/!Zz - 75 Date: Phone: FOR OFFICE USE ONLY i 1ir,trAdon Fee: $ 30, 00 ($30.00 minimum) Receipt No. C)OC Date Received: 10 - a — q Ititiii Son scheduled for: (date) "1 t I (ciole one) am. p.m. PROJECT: fe b - -R�„ PERM NO. 5 SITE ADDRESS: 1 • , DATE CALLED: —' � 1 TYPE OF INSPECTION: ' ,j au .A A DATE WANTED: i1 -- 9 au SPECIAL INSTRUCTIONS: REQUESTER: D PHONE NO.: INSPECTION RESULTS/COMMENTS: A/,,1 6 :/•71,1 , 7,90,- .,,-,( ! el Yv� 4i ,4/ . el.,, G.gi INSPECTOR: INSPEC _ /..1.y�► DATE: -- 2 CITY OF TVKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 CITY OF TUKWILA Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433-1845 Permit No. Date ' —2..5 —7/Job Address /g "7//0 /1:2e CORRECTION NOTICE The following items are found to be in violation of Ordinance 1-9/R and shall be corrected. ..., 4 - 0-1 00 s cj.4-7 d (9CrC c4-2 e- el /';!. " fr e..17 ° s e cf-eei ` YE- Signed ullding Official/Inspector PROJECT: O /1 L1. r .. a \— A te ;: _ ' PERMIT NO. /, 6 Co SITE ADDRESS: . AT L t DATE CALLED: - -' / TYPE OF INSPECTION: - % DATE WANTED: ( 7 / - i SPECIAL INSTRUCTIONS: 0 REQUESTER: ' / PHONE NO.: ZM i (o //o INSPECTION RESULTS /COMMENTS: d.r - _ _ ` _ ,. 1 I F . 71=lifii 4. _ /LOLL.. 11AT'C. /_ /7,rr /' CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: G 1 / 1Zt PERMIT NO. ' , SITE ADDRESS: ( U DATE CALLED: (1) " —.../... .' m m. TYPE OF INSPECTION: pa DATE WANTED: ( p '' i - # r SPECIAL INSTRUCTIONS: .REQUESTER : UM/ `� PHONE NO.: ''1' (0t1 „�,,,,�” 4 0 00A ,7"—:#...„.. INSPECTION RESULTS/COMMENTS: / • _ , � / --, . /rti�i • � ..e� / INSPECTOR: / DATE: - --4•-f CITY OF T UKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: --/fL_. 41ZENIME PERMIT NO. 6 SITE ADDRESS: IMINEMINEWM.1111 TYPE OF INSPECTION: 0?,t/P /' DATE CALLED: — — / ) DATE WANTED: 6 — .-- 9 . a SPECIAL INSTRUCTIONS: BMW/ OWS 14 Mg&WWrEOUESTER: MISIMIMIM / PHONE NO.: C — ) INSPECTIO RESULTS/COMMENTS: ANSIMPAMIMI111111111111111111111111111111111111 4 ,1111111111MOr , FAMMIIIIIIIII 41 -. INSPECTOR: Alr&el,, , DATE: CITY OF TUKVVILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 "X" REQUIRED INSPECTIONS PHONE APPROVED INITIALS CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 X 7 Framing 431 -3670 X 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 X 10 Wall Board Fastening 431 -3670 ' 11 12 13 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 X 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 BUILDWG PERMIT m**4 INSPECTION RECORD (Post with Building Permit in conspic place) CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 16440 53 P1 S SUITE NO.: BUILDING PERMIT NO. (f) � c� I „ l� �G, DATE ISSUED: PROJECT: Barghausen, Thomas CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department -- 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 (INSPECTOR COMMENT SECTION ON REVERSE) 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 undersiab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - Atter 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 wnork, corrections, reports and other inspections are complete. A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not. required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. o,i CITY OF T UKWI LA 6200 SOUTIICENTFR BOULEVARD, TUKII'IM. W, SIIINGTONS)R ' Plan Check #91 -170: Barghausen, Thomas 16440 53 P1 S I'NONIi a (zoo;) •t :)3 Ihnu PLANS UNDER UKWILA BUILDING PERMITDNUMBER_J�c0 THE APPROVED • 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- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). 4. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 5. 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. 6. 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). 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. Lgav l.. I irnl hvsru..11arnr PLAN REVIEW COMMENTS Plan Check No.: C I ` ( _ Protect: ' 01440E A■1 QMOL.- REQUIRED INSPECTIONS 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). 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. 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. 13. 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 contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. 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. 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 8. insulation 9. Suspended Ceiling X 10. Wail Board Fastening 11. 12. 13. 14. Fire Final 15. Planning Final 16. Public Works Final X 17. Building Final PLAN REVIEW COMMENTS Plan Check No.: C I ` ( _ Protect: ' 01440E A■1 QMOL.- REQUIRED INSPECTIONS 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). 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. 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. 13. 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 contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. 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. 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. CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 May 14, 1991 Chris Placentia 18215 72nd Ave. S. Kent, Wa. 98032 PHONE # (2061433.1800 RE: Addition to Single Family Residence at 16440 53rd Place S. Tukwila Wa. - Silverview Lot 14 Site Plan A••roval Gary 1.. t} nDeseu, Mayor Plan Check # 91 -170 Dear Chris: Public Works staff has reviewed your site plan and approves this plan per the following requirements and conditions: Prior to beginning any work contact the City's Permit Coordinator, Denise Millard at 431 -3672 to obtain the following permit: 1. Storm Drain Permit (Permit Fee = $25.00) This drainage shall be carried out in accordance with the attached site plan and the original soils engineers soils study requirements under the original site plan approval. Barghausen Engineers has a copy of this Soils Report. Please Note: Separation of roof and foundation drains is a requirement of this Soils Report. If you have any quesions regarding this matter do not hesitate to call me at 433 -0179. Phil Fraser, Senior Engineer Public Works Department Enclosures (2) xc: Greg Villanueva Building Official Permit Coordinator Read File Development File: Single Family - Thomas Barghausen (addition) Silverview Lot # 14 PF /amc:B6:barghsen 's ( SEE ATTACHED NOTES ApID SPECIFVATION y P, BA �O : a _OE Z -a Vv 770 APPR L iz W-I - 4" ° A f ' H • 0)5 T.G.'`t6 "r1E Al.l i Wr4 rtt7 - nOIT L4.4 &1c O' t7 Afr-! !� nrc� t� � plan BLIC �, n ,R�cEr� �o OP Iwe�gal P kwi-, 5 - . ---- 4 $'t w. 1,9 RMiTc NrEFt *(NOTE: This plan only to be used to complete the storm drainage connection. Setbacks and ether details are net heine reviewed by the enaineer.) SEE ATTACHED NOTES SPECIF NATION ** tea .:. P s. .-,„ 452 :F 1 Z7D 111l- A- rave. G.U-f • 0,6 - r.L• l223 t t/-1) ppROV LE _ *(NOTE: This plan only to be used to complete the storm drainage connection. Sntharkn and nthnr dataila ar not heinn reviewed by the enaineer.) Ile .44k- t t uTy ID 1101 1' t-tile- Hto-E 1N6 £4& !d P.V. G Tai t7At"J site plan erritetitto PER by WitA / 199i 7 040 te • 452—*:P. T t SEE ATTACHED NOTES AND P BA 'S Z10 L IZ 49) u �r 1*.1. ti'(yfr itrohllo t2e4.4 ) trittrr' " 'T "f I4 17iAt"1 site plan o p .0 "' s�. /_;., i d. Io' - pr lc �� AP' '�'`' ► E R PUBLIC W ti, v ;!.„�,, A i w�� i�IN caUN� w, eR 444?-0------ ��y; i_.FYT' , 'DATED 5----Pi-// - G � rFR *(NOTE: This plan only to be used to complete the storm drainage connection. • Aathanka anr4 nthnr rioinita ara not hninn rAViewed by the enaineer.l CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 OCCUPANCY GROUP TYPE OF CONSTRUCTION \ 4 N�G LOCATION ON PROPERTY • A BUILDING HEIGHT /# OF STORIES (4* 0. FLOOR AREA OCCUPANT LOAD EXITING REQUIREMENTS TYPE OF CONSTRUCTION CHAPTER 51 -10, W.A.C. PREPARED BY: DETAILED REQUIREMENTS OCCUPANCY PART V, CHAPTER 23, U.B.C. W.S.E.C. It C(!, ` eop. 0' 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 sue �a w�. altiZP DATE: 6 77/ 7� ifriJith[ � ini'Nl itilimiiii WC !- &ENRAL NOTES GODS UNEORM BUJV-DIN6 COuE REGiLIREMENT'S ARE TO i3E FOLLOWM. 1965 ED(mM Ai-V ALL APPLICABLE CODES AND AUTi- 10RfES I•- LAVING JJR5TYCTION. 13ULDIN6F CONSTRUCTION VN SEISM;. ZONE, OCCUPANCY .;RCJP, 3 - 3 WiND SPEED, CO NI'H EXPOSURE CAT EFOR ; , CONTRACTOR S4 -FALL VERIFY ALL SONS AND CONDITIONS IN TI-E FEL.D AND PROVIDE INSTALLED. n* TEmpORART CONTRACTOR'S R'S ESPO T IDEn11F1 ALL PESCREP NGES TO T - DE96N R AT THE THE T1-1E1 ARE NOTED. FOUNDATION UNLESS A SOLS INVESTIGATION BT A QUALIFIED SOLS ErTI61NEER PROVDED, FOUNDATION Df6N IS BASED ON AN ASSLNEO AVERA6E SOL BEARING OF 2000 FSF. FOOTI'i6S S BEAR 1'-6' U Ftl,i I) B ED ELOW FfrEI - 6RADE. ALL FOO11n65 TO 13EAR ON FFM IA'L STUBBED EARTH BELOW OR6Aiic SJRFAGE SOLS. BAGKFLL To BE T1-OROU61 -9_Y COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE Wli1-1 DIRECT LOAD PATI -I OF GOI-J115. GONORETE GLASS AND use P'G SLUMP A -: F0011165 AND 2000 3-4 FOtXVATIOTS B SLABS on GRADE 2000 3-4 MINIMUM SACKS/G.Y. 5 V2 5V2 1 AI2 ENTRAq'IN6 46ETrr (3': TO 6i) TO BE "USED iN ALL GONGR i I~ FLATWO1zK EXPOSED TO WEATi -TER. 2 0550 P 300 LfP, -1 R SER (4 OZ. 4 PER 100# OF C.ENENT) TO BE USED IN ALL GONGR 3. MIX MAY BE DESIGNED Al ACCORDANCE k?TN T1-E PROvISIOt'lS OF SECTION 2604 OF TI-E UBC. 4. WATER - GEmE T RATIO PER UBG TABLE 26 -4-3. •EINFOPGIN& STEEL. ASTN1 A 6iS' 6RADE 44. RErNFOROriG sTE 1- DETAILS %K _ BE PREPARED BY AN Ex's APPROVED DETALL.M AND CONFORM TO STANDARD PRACTICE OUTU ED' II'I AU REPORT 315. CONCRETE COVER OF R "INFOROIN& 3 ' GONGi ETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTI -1. 1 VT Goricfz I E EXPOSED TO EARTH OR WEATI -ER. 1 VT BEAMS AND GOLLtIIS NOT EXPOSED TO EARTH OR WEATI -ER. 3/4° SLABS AND WALLS NIOT EXPOSED TO EARTH OR WEATI -ER. LAP COI -WIN VERTICALS. GLASS 'A' GONCRb I L AND MAWNRY COLUMN AND WALL VERTICALS 32 DIAMEWRS. LAP ALL O11-ER RI=11'1FORGIt16 24 DIAMETERS. SPLICES AT TEN9ON REGIONS Sl -TALL NOT BE PERMT - ED. FFzAMIN6 ALL TO P RMS' SECTION O Vq 1"T WI11 -t U130 CHAPTER ,25. NAL SEES AND SFAC.II%. TO CONFORM 2517 (J), TABLE 23 AND SECTION 2510 (F). BOLTS AND 011-TER FASTE11 RS TO CONFORM TO 1-1130 SECTION 2510. ALL WOOD 1'I CONTACT WIT1 -1 CoNGRE1"E TO 13E PRESSLFE TREATED. 16' 1111. GG AI'ECE BE ' F LOOR JOIST AND EARTH 12' MN- CLE.ARANGE I3ETWE T1 FLOOR BEAMS AND EARTH LUMBER STREN6►T -I (UNITS ill FBI) STUDS. I-EM - FR #3 OR STUD GRADE, 75 JOiST. RAFTERS, I -EI=T1 - FR #2 75 1150 B S, LINTELS 6RDERS, 6' ' omNAL DOUG' -FR #1 65 500 &W M LAMNATED 11131S DOU6-FI2 L-ARGN (24F -V3) LOADING ROOF, TiLE ROOF FLOOR, GpUN6, DECK FOR PARTITiON, c7 RloR PARTf11 10 PSF DEAD LOAD 20 F'SF DEAD WAD V � PPS � F DEAD LOAD 5 S, +r DF-AD LOAD 5 PSF DEAD WAD F 165 2400 1700,000 + 25 PSF LivE LOAD * 25 PSF LIVE LOAD + 40 PSF LIVE LOAD ✓ 10 PSF LIVE LOAD * 60 PSF LYE LOAD 725 . 1200,000 1400,000 1700000 1700000 35 PSF 45 50 PSF 15 PSF 65 PSF 7 PSF 10 PSF BOLT I-EAP5 ANP 1 rS. BEARING AGAINST WOOD. TO 6E FPp p H FLAT GUT WASI-ER9 WOOD BEARING ON OR INSTALLED W111 -M ? OP MASONRY OR CONCRETE TO TREATED Wf11 -I •AN APPROVED PRESERVATNE. 501-17 131_0GKIi`i6 OF. NOT LESS 'f-IA 2 X TI- icKrES9 SHALL DE 'PROVIDED AT F AND AT ALL SUPPORT OF JOISTS AND RAFTERS. BE'TWEE1'i SUPPORTS . PROVIDE BLOCKi16 OR APPROVED BRIDVIi1 AT 6'-0' O.G. FOR FLOOR JOISTS. 10' -0' FOR ROOF JOISTS. TYPICAL SILL BOLTS. TO . AE VT DIAL T AT 6!-0 _ 0.64 Mr t-111 7' � - TIT. ALL PETAL FRAMN6 AHC4 -1C�S ANP HAi'1GERS 5N�J�M On DRAWINGS 511ALi_ BE 'STRONG TE COitEGTORS AS MANUFACTURED SY SMPSON GOMPAnY OR APPROVED EQUAL PLYWOOD PLYWOOb WALL AND Poor c' �r •- ' S-�-1_ BE L Z" CDX, (RM.ESS OTWERWISE SF'ID. - NAILING SHALL I3E a PEitrt • 6' O.G. ® PANEL; EDGES AND i2' 0.0. 41 <NELD. SPA S SHALL_ DE 24/0. PLYWOOD FLOOR S1- IEA11- t'i SNALI...: B!~ 3/4' CDX Tc 6. SPECIFIED. i t> i x NiF LING Sl -IAi -L BE 10 Mtn' AT 6' O.G. PANEL: EDGES AND 10' OL. Try FIELD 'AN INDEX 51-iAL L. BE 40/20. STAGGER END LAPS AT ROOF AND FLOOR 9- EA`I'l-TN6. ALL ED6Es OF PLYWOOD IN FLOOR, ROOF AI'V W A' SI-IALL BE 51FroRTEI7 PLYWOOD; ED6E5 AT FLOOR AND ROOF : S-TALL BE. SUPPORTED AT EDGES Will -I c1,.,ps. BLOCK116 OR an -ER APPROVED F1 11 -k3PS. PL'rwoop f=D6ES AT WALLS S# -IALL BE SUPPORTED BY PRAM, 113313ERS OR BLAGKO16. 098 S1-EA1 --IN6 PRODUCTS OF EQUNAI -iT SPAN PATI VS GI-TALL BE ALLOV,,'E'D. ALL` 6LAZ1N6 AND •SKTL16 --rrs TO, BE' DOUBLE 6LA7_!N6 WfTI -I MAXI Ni J' v u DEPEi'DENT UPON FURNACE EFFiCI`i`CY AS FOLLOWS, UNLESS' NOTED OTI- ERWisE, INSULATION TO BE AS FOLLOWS, LOGAT ION MIN. INSULATION R-30 R-349 n - R-19 ,I,.IiIi , 1 ,. i . ,_ III II , 1 , 11 , I ,� �X15tIN� tyi o 'i' 14 '�, Permit No FILE COPY rid that the Plan Check approvals are and omissions and approval of authorize , no; aze the violation of any ackpfed cane or otdinance, Receipt of contractor's copy Of approved plans acknowledged. By ..N`.... A--' & IL - t Date STRUCTURAL &LUED- LAMINATep L,UMPES BE DOUGLAS FR FABRICATED TO THE REQURWeliTS .OF US. :T'RODUCT, "STAI VA( D PS 56. LUMBER si (ALL BE OF R1GI I. 6RADE TO PROVIDE NORMAL. WORKINIG STRESS VALILIS ' OF 2400 PSI iii BE UPI S; 1100. PSi IN TEN51011 1600 ` PSI IN COMPRESSION ESSIO PARALLEL TO 6RAI11 , 4.50 , P51 IN COM'RESSION PERPENDICULAR TO "ERAtI AND 165' Pa F-iZONTAL 51 -EAR (COMBINATION 24F -V3). LA1"1NATED MEMBERS TO BE AMC CERT. USE WATERPROOF GLUE WOOD [U555 TRUSSES ,SHALL BE DE5i6tiED' BT A REGISTERED WA . v ENGINEER ` 51- #�'16TON STATE ENGINEER AND FABRICATED FROM 0NI Y TI -IESE DESIGNS. TI TO BE STAMPED: BT -E MANUFACTURER OR B A QU4LI'TY CONTROL AGENCY SUCH AS TI-E WASI- 1H.TON STATE TRUSS FABRICATORO' ROOF TRUSS DESIGN SHALL- BE SUBNTfTF_D FOR APPROVAL PRIOR TO FABRICATION. APT9 SCR (SUCH AS. I ` IF S- OM SiC)) TO JRE THAT BOTE T CHORD I3 T T o AN C1 -101�D WILL itr FEAR ON TI-E WALL. TI E TRUSS BOTTOM APPPROVED NAN6I SI -TALL BE USED AT ALL coriNEollons OF RAFTERS, JACK OR I-1P TRUSSES TO 11-E MAIN 6RDER TRUSS. ALL ROOF TRUSSES SHALL BE FRAMED AND TED INTO T1-E FRAME WORK' AND SUPPORTING WALLS 50 AS TO FORM AN f ffE6RAL- PART OF TI-E WI-TOLE BULGING. ROOF TRUSSES SHALL NAVE. JOINTS WELL FITTED D AND SNAL.L HAVE ALL TAN MEM3ERS WELL TIGHTENED BEFORE A111 LOAD iS PLACED UPON THE TRUSS. OIA6ONAL AND SWAY BRACING Sl -ALT_ 13E USED TO DRAGE ALL TRUSSES. TRUSSES SHALL BE DESIGNED FOR UNIFORM ': VAUL-TED CEILINGS -(OR TOP GI D obTToM CHORD TILE ROOF FIRE L.AGES MASONRY FIREPLACES AND' C1- tEYS ARE e TO BE CONSTRUG "TED TO. 'GOT TO ALL APPLICABLE TORT1 11s OF . 11-E 1.13C, AND L.MC.. FLUE " LJr lil t"JM 5/6' FIRE - CLAY ` (OR .aalVALEND PER UDUDC SECTION 37(77 (D): AND TABLE 37 -8. FLUE AREA PER UDC TABLE 37 A. CI- 1friNEl'S SHALL, SUPPORT ONLY T1-E1R OWN WE161 -IT UNLESS SPEGIFIGALLY DESIGNED TO SUPPORT ADDITIONAL WADS. FizEF'LA , 3 ARE TO DE pf4o9IDED WiTN TIGHTLY FTTi1N6" FLUE PAMPERS. OPERATi<D Wrn-t A READILY ACCESSIBLE MA!1 L4L OR 11 r'i APPROVED AU , TOMAT1G CONTROL, AND A SfDE � SOIJKGE OF COMB MNO` DUCT 1ZE OF 6 SQUARE `I'IGI -ES iN AREA PROVDED .ini - READ LY OPERABLE DAMPER LOCATED IN FRONT PART OF FIREBOX. P REFA8p.IGATEU FIREPLACES. Cl- i-tETS AND RELATE=D G0MP0r ri TS TO BEAR` UJ .. 1 BO SEAL OF APPROVAL AND TO BE INSTALLED PER i" iANUFAGTLl SPECIFIC kEA 1i-6 TO EXTEND 20' IN FRONT OF AND 12' BEYOND EACH SIDE OF FI;tEPLACE 76'x. AFUE, PEAT' PLMP' 6.6 I wrn GAS OR OIL BACKUP 76Y.. AFuE I-EAT F t1D 6.5 I-1SPF \ -1 6AS OR OIL BACKUP FACTORY KILT ` WINDOWS TO BE CON TRUC i w TO PIERMT MA)TIJI INFLTRATIOi'1 OF 05 CT-11 PER LINEAL. FOOT OF OPERABLE •PE E SASER AS TESTED BY STANDARD • ASTM E tea 73. bI I t, BUILT AND MLL WORK SHOP BUILT WOODEN SASH ARE EXEMPT • FROM INFILTRATION CRITERIA ABOVE BUT MUST BE• MADE 116{ -1TLY Fr1 TiN6 AND WEA11 -ER, : STRIPPED OR CAULKED. SLR 61i-+SS DOORS TO PFAzI" fT MAXl,1<.m INFILTRATION OF 05 CFM INFILTRATION PER SQUARE FOOT OF DOOR AREA. &t_AZIN6 `6 -/ALL BE LMTED TO 21i• OF FLOOR AREA. SAFET - r GLAZING LOCATIONS AS PER UBC SECTION 5406 (D) 1 TIGRESS AND EGRESS DOORS 2 SLIDING 6L:ASS DOORS, SWN61N6 61-ASS DOORS 3• S i2WER AND BATHTUB ENCLOSURES 4. GLAZING win* 12' OF A DO0R AND LESS T'NAN 60' ABOVE FLOOR 1 GLAZING GREATER THAN 9 S.F. LESS THAN 16' ABOVE D FLOOR 6. 6I -AZIt1 it`I 6U! I DRAULS FLAT G i65 / ATTICS WALLS WALLS BETWEEN I 1 -4OUSE MV GARAGE FLOORS OVER Urs -EATED SAGES SLAB PEf t • E'TER DUCTS Iti : Ul -FATED SPACES Fl FCTRIC WATER HEATERS sHALL MEET ' I;Z IM TS OF ASHRAE STANDARD 6AS WATER I- EATERS 90A-60 AND BF SO LABELED. MIEL.L.ANEOU5 NOTES 1. GUARDRAILS TO BE 36' I-V. ABOVE' 4E1-1 FLOOR. . 2. 1- 1Al'IfJRAL.9 TO BE 34' ABOVE NOS11, WITH I-A1136WP OF 1 V2' - 2' IN GROSS SEC1101'i SPAGIN6 BETWEEN INTERMEDIATE 6UARDRAL. NtE 3ERS TO BE MAXP1l;t'1 OP 6' X.N THAT A 619 -ERE OF 6' D1Ai' ErER MALI_ NOT PASS T4 0 l-1 ANl' 4. ONE HOUR. FiRE SEPARATIONS' BE WE EII GARAGE AND DWE7 Lf iG. IISTALL,. 3/8' "rim ciTPsLt-1 WALL BOARD oil ALL WARM WA! I_ S AND &EIU'I&S, BEAMS. POSTS' AND 13EARIN6 WALLS. BEDROOM 6ENCY EGRESS WfnDows t rt'st l i NET CLEAR OPE1116 OF 5.7 s . f~T. rim NET CLEAR OPERABLE WIDT1-1 OF 20' API) Mht1 t 1 NET CLEAR OPEI1N6 1-119614T OF MAXt"thl SILL 1-E161-IT OF 44' ABOVE FLOOR. LOADING AS FOLLOWS 35 PSF OF TRIBUTARY AREA 5 PSF OF TRIBUTARY AREA 4 5 PS F DOT O1CHORD. ORD • / 1 � I I I I ''f ' I ' . I' :1, . ` . ... 4' 51 Nx\vAri\ No.18 e. � 0 'ti v'rid 53 rd place south N 1 L f 1 A ` ' 111 r pi 7if0�i / Iu 7 z i 1 / / lc I / I v / I pr? :0 WrrI3 : r i' --- D ✓,( "i • I x Ic OFwv OMplialwassWrow • �i • Arimemomune 4 4{toa 414II storage fi000HGI (' partial foundation NV rO()NhaTIONI 'VA1.L 1XIf'1i i rpUNPA f+ 14N w 'L t1 y 1 [i [I 1 w r T)✓li prawns TAKE PRECEDkTIGE OVER SCALED P 101`6. 2. ALL I- FADERS TO PE 4X10. PP. #2 LR`U_ s OTHERWISE I'IOTEP. GI-EGK PLAN. 3 TOOTTOM OF TO BM T1-15 FLOOR U1- 5$ OTPERWISE NOTED. 4. ALL W TIOt t1 1 U 8 .. E -5{ 1 W1Tt -� oTUEQw1e. :5. ALL FRANC NAILING ING TO SATISFY 23 U.B.G. I3LOCK AL.L.. PLYWOOD ED&E53 AND NAL. WITH 100. &T b" O.G. TYPICAL ALL. EXT. WALLS. 6. PROVIDE QOI.EL JOISTS OR BLOOM& WHERE PARTITIONS OCCUR ABOVE 7. FROvf<7I~ SOLID 13LAGKIN5 OVER SUPPORTS. 0. PLATE 4-E161-IT TO BE 1!'D 8 1 11-15 FLOOR. UNLESS OTi°ERWISE' ct. FREBLOGKING AT ALL Puffs t 1'E'TRATIONS. 10. ALL STORAGE AND SPACES USER STAIRCASES TO BE F1151 -I-P WITH 5 /0" TYPE "X" 6 it . ■ : DENOTLS SOLID BEARING UNDER GON(EMRATE0 LOADS. 12 FI15;.4 ALL on..,rf65 Wrl'N S 0" G.W.H. 13. AT GARAGE U3E 5/5" TYPE "X" 6.W.B. AT ALL CaTION L.MPf6 WALLS, NV CEILINGS. WRAP ALL SUPPORTT 16 STRUCTURE. 14. PROVIDE 26.6AUGE GALVANIZED S1-EEf • METAL- FLA51111&' ABOVE WINDOWS ATV DOORS. rrrP.) LAP PAPER A. HOLD W111 6" ABOVE FIt'!SI -I 6PAVE. TYPICAL. 16. WINDOWS SPECIFIED ARE MF6R• BY, \Vrtfl -I Va _ fE pf rya . CONTRACTOR TO VERIFY ALL ROU64-1 °FETING'S. 11 1`IAI- TOOE'fl -ER t•u-- TI-LAM 2X HEAD W/ 16D NALS 49 d" O.G. STAGGERED TYP. 15. UPPER'' FLOOR FRAMN6 TO 13E2) JOIST AT O.G.. TYPICAL: UN.o. PLAN S•waWE JOIST' DRECTION. . 19. CEILING JOE5T5 TO BE _'X AT • TYPICAL U.N.O., PLAN 51•10WS .JOIST DIRECTION. 20. ALL VOIDS TO . BE FIRE/DRAFT BLOCKED PER WIC. SECTION 2516. iIi' I�I iIr rlrir)r iii[r r1ipli Ililrlt : r�ii�li rlilrli. illlii . C 2 I 31 - I 4 . I f 51 (. 6 s` p E .w3 • I�61�ND 3mmaiamt Nam/ ct 'J mUci IoN. )(1"11F-161 \VP L 1 rot m.Mov . 3. STEP FarDATIOr5 PER SITE GONI:X 10N5. 4. ALL CONCRE =TE FOOTINGS' TO .REST ON FIRM UNDISTURBED EARTH -I WIT1-1 t1 tM 2000 PSF WA PR E (REFER TO EOEL5 REPOF =T WI-TI RE ED). 3. ALL WOOD IN CONTACT • WCTN CONCRETE OR MASONRY OR EXPOSED To EARTH O WEATI -ER TO BE PRESSURE TREATED. VERPT ALL UNE•510145 AND FELD GONDmoNE. 7. PROVIDE TEMPORARY BBRAGE'I6 AS RE.�URED. UNTIL ALL. PERMAt`ENT GON'EGTIOT•6 AND STIFFEM'165 WAVE •E-=1'=1 INSTALLED. PROVIDE DOUBLE JOISTS OR I3LOCI !N.f AT PAR TT1O1S ABOVE `l. PROVIDE 15 "' X 7" FOLWATION VENTS WITH 1/4" CORROSIOPI, RESISTANT WIRE MESH AS REQUIRED PER GODS. 10. CRAWL SPACE TO BE A 10" BELOW FLOOR JOIST AND 12' BF1OW BEAKS OR ORDERS WIT I-I NV. 4 ML VAPOR BARKER , &ROUND COVER` LAPPED 12" AT MANS AND EXTEMED UP FOUNDATION WALL TO ELE... PLATE TY'PIGAL. TL ALL BEAMS TO BE 4 X 10 (SEE SI-T 1 FOR LU I3bla STRE'{6T1-1 VALUES). UNL,E55 NOTED DTI- EERWISE 12. ALL POETSTOBE4X4(4X6AT 1 SPLICES) TYPICAL UNLESS NOTED OTIRWISE. 13. ALL ISOLATED P SPRE..AD: FOthri65 TO BE 10" X 10" X 6" TI-1GK _ W(TT -I 0) *4 BARS BOTTOM EAt WAY. LJ1LESS NOTED OT!- ERWISE_. x� a:rixr•sn �f✓jp partial main floor p - b wasamerama 9lALE'- Vfi O� 12 s.F. oW 111111CM111•111 ..1111111111 APR 3 0 199 1996 MAY :1 PERMIT CEN • building section - aa t . r l t ItLt I t 1 ., L 1h�_ I f tlIla 1I I1Z111 . t 1'1 Lt Ighl Ighln PLEVATION TIOTMS 1. PR4VIDE GOI 11T U0u5 meTAL ElmETAS TYPICAL. 2. PROVIDE ROOF' VENTS PER ue.G. 5F...GTION 9205(0) TYPICAL 3. FROVvE GALVANIZED SET METAL FLASI•1H6• AND GOUNTERFLASIANG AT ALL ROOF PENETRATIONS INCLUDING 4. : REFER TO 5.._CTION 5703 ' U.B.G. FOR 01 -NirEY CONSTRUCTION. 3. PRoVpE WEATNERSTRIPFIN6 AT ALL. DOORS AND WINDOWS. ` CAULK ALL JOINTS AND PENETRATIONS IN EXTERIOR � I' I1 1' Jl '1' I 4 ' II I 5 `IIIIII 3 No. Ns w °u I i I�r l I I Ii rifoinin 1 II -�f �it?IN 'i -To t.'1fr(ri7H VA WT11461. — 7 ri CITY OF TUKW LA APP )VED M AY �G for i O• IT, TO. 9U1 OF ASR 0 199 MAY PERMIT A 2X STUDS 6 s' O.G. 4 I i ' • R'1 BAIT INSULATION 6 ATION WOOD SUM OVER/ 15 . BLDG. C ^R OVER/ — - R - 19 BAIT > PLYWOOD V2' c 661••IEAT i6 . FL te-- ' - T"� . `►' oar 000 -p'r ( 1L --\ 2X4 PRESSURE ANC} -IOR BOLTS CD # 4 I3AR _ corm Tor . t, TREATED X 10' A 6'O' O.G. O.G. 13i•+RI"7L -R , . I • STORM DRAIN I #4 VERT. AT 32' (2) #4 CONT. DOT. N Na • . 4 9 •.1 '- • a'.. a 4 ML. VAPOR 47 - } 6' k 3' I M ■P PIER. / 1,3' L. 1 6 11 FPtI. / WOOE2 S otr pA or1 2X STCWDS 0 16' R °19 GATT. INSULATION R BATT INSULATION 1 VBL PLYWOOD O.G. i 11 IC' alk.m.g WOOD. SIDING OVER/ ' 15 LB.' BLDG. PAPER OVER/ '� 1, ' - BSI -EA LYWOOD 4110.-' 1 10 T r T r�r T r - r T r�r T rw 00000000 z F � i � , 0/0, �r� r�r r r V 0000 ( -\ 2X4 Sa-L- ANCI-IOR E F1 SSL! TR PLATE �// V2 EATED X ` BOLTS 0 6 12 7' 11111.11 VERT. AT 32' OG: CD #4 BAR CONT. TOP : t j . : .. �. .. v OL. STS AIN /J #4 ■ - f - , ' ab /-\ 11 �. • . 4 , ' . ! 4 NIL VAPOR BARK 4 1k d 45 ' FDrN. DRAIN N �4 -F.1 SG, 511 FPN / WOOD sri& FRAMNG AND FOUNDATION 2X STUDS AT 16' O.G. D 4' DIMENSION SUN& Pte E.LEVAT1O1"6. • 15# BLDG. PAPER OVER V2' GDX PLYWOOD S{- EATI -1116 i Ow -41.111P I• ' I® '► ; �® ►® ►� 2X FRESSURE' TREAT SILL LATE W/ 1/2' X 10! ANGNOR BOLT5 4 O.C• & " 12' FROM ENDS. 7' tint EM z - FLAS -I r/(1.111 VENT. WOOD TRVI a 4' GONG. SLAB rrrvt rer 0000 0/0 2 PLR. ®16 !;i1,1/1111 . , o a . O.G. STUB OUT #4X24` . •• 2 X KINJSTS X BLOCG . X BEAM -SEE PLAN 2X4 CLEAT 6 24' O.G. 1° Pry. PLAN N CD #4 CONT: TOP •/' .� , lx 4X4 POSTS - SEE #4 VERT• 0 32' OG. •. _ nr Posy 90# FELT . lg / -\ • • . • (I 4 MI... VAPOR BARRER CONT. (2) #4 BOTTOM - -- L ®� r • r • 1L0' . 4' 4 PERF. : SIE y Fix. DRAIN �I �f SCALE 1 AIS FN/PO- - 1 si_i 1 V6' Te4 FLV' /OCe IMULATION SUE3FLOOR MN. • R-19 GATT. Y%tWNMIW . T ' '2X SOLID BLOGKIN6 Y w i . ' r .' . - T T 'y- - r rr r � o 0000 2X FLOOR JOISTS ©� r ®� BEAM '.- PLAN 2X4 CLEATS r ■ POST PER PLAN 90# FELT ` --- 6' M4 r M ABOVE D • . e • .: • 0 • . N \ GRADE ._NI Nil'' ' II SEE PLAN 41) ISO FOOTIt1& • building section - aa t . r l t ItLt I t 1 ., L 1h�_ I f tlIla 1I I1Z111 . t 1'1 Lt Ighl Ighln PLEVATION TIOTMS 1. PR4VIDE GOI 11T U0u5 meTAL ElmETAS TYPICAL. 2. PROVIDE ROOF' VENTS PER ue.G. 5F...GTION 9205(0) TYPICAL 3. FROVvE GALVANIZED SET METAL FLASI•1H6• AND GOUNTERFLASIANG AT ALL ROOF PENETRATIONS INCLUDING 4. : REFER TO 5.._CTION 5703 ' U.B.G. FOR 01 -NirEY CONSTRUCTION. 3. PRoVpE WEATNERSTRIPFIN6 AT ALL. DOORS AND WINDOWS. ` CAULK ALL JOINTS AND PENETRATIONS IN EXTERIOR � I' I1 1' Jl '1' I 4 ' II I 5 `IIIIII 3 No. Ns w °u I i I�r l I I Ii rifoinin 1 II -�f �it?IN 'i -To t.'1fr(ri7H VA WT11461. — 7 ri CITY OF TUKW LA APP )VED M AY �G for i O• IT, TO. 9U1 OF ASR 0 199 MAY PERMIT