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Permit 6134 - Mummert Residence - Kitchen and Den
APPROVED FOR , BUILDING ISSUANCE BY: ik 3-� 0 4 OFFICIAL DATE: rr ,_ ,\ �U ' 21) -- lb I hereby certify thlt i have read and exa fined this permit and know the same to be true and correct. All provisions of law 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 or work. I am authorized to sign for and obtain this building permit. � / SIGNATURE: / '7c� I/ ,r-c DATE: C' ,.2 COMPANY: PRINT NAME : %4i7 /?7,,,,y„.,,,r -� PROPERTY OWNER Thomas Mummert PHONE 24-0105 ADDRESS 14721 57 Avenue South, Tukwila, WA 1ZIP 98168 CONTRACTOR PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE* • EXP. DATE ARCHITECT R. L. Boillin PHONE 271 -7916 ADDRESS 12679 S.E. 169th Place, Renton, WA ZIP 98058 TYPE OF CONSTRUCTION: V - UBC EDITION (year) SETBACKS: N - S - E - W— ( thro u gh Pubpc worksl FIRE PROTECTION: O • rinklera 0 Detectors on UTILITY PERMITS REQUIRED �] Yes ® N o ZONING: R. BAR /LAND USE CONDITIONSOYes ®No g 57(O_V E DT I cj CONDITIONS (other than those noted on or attached to permit/plans): 152.00 9171 6 -13 -90 BUILDING SURCHARGE 4.50 DESCRIPTION AMOUNT RCPT a DATE BUILDING PERMIT FEE 234.00 g 57(O_V E DT I cj PLAN CHECK FEE 152.00 9171 6 -13 -90 BUILDING SURCHARGE 4.50 95-7(o (t -c , 90 ENERGY SURCHARGE CCC. " LOAD SQUARE FEET OCC. ' LOAD OTHER: TOTAL OCC. LOAD TOTAL - 390,50 USE 4 / Coot (.0111'1 IANCE FLOOR _ FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. ' LOAD SQUARE FEET CCC. " LOAD SQUARE FEET OCC. ' LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD . i 11 • TOTAL I CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING LS) ( 3 � I PERMIT NO. DATE ISSUED: 14721 57 Av BUILDI PERMIT (POST WITH INSPEL i ION CARD AND PLANS IN A CONSPICUOUS LOCATION) PLAN CHECK #90 -253 FEES PROJF (� i INFOfir.1A110N 11 M Ir a 41/ - u r e 23 .Q911,_00 PROJECT NAME/TENANT ASSESSOR ACCOUNT # Mummert T 115720 - 0172 -0 TYPE OF 0 New Building Addition U Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: Kitchen /den addition. This permit shail 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 inspection. CERTIFICATE OF OCCUPANCY NO. N1A DATE ISSUED: PERMIT NO. CONTACTED DATE NOTIFIED U ll l m '^ % 67 �� BY: (init./44-6 DATE READY PERMIT EXPIRES 2nd NOTIFICATION BY: (snit.) AMOUNT OWING ��� • 3RD NOTIFICATION BY: (init.) PLAN CHECK NUMBER 9 0- a.s� INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. .'FIRE 121 BUILDING - initial review nPLANNING (eob) O PUBLIC WORKS O OTHER CRi BUILDING - final review BUILDING PERMIT APPLICATION TRACKING PROJECT NAME 'Y \ U m m•e rt, SITE ADDRESS 1 L ? ,5 SUITE NO. I- U -90 REVIEW COMPLETED INIT: INIT: INIT: ( -7. l_ct (ROUTED) a ULTANT: Date Sent FIRE PROTECTION: [) Sprinklers U Detectors ) N/A INSPECTOR: FIRE DEPT. LETTER DATED: ZONING: R, L"1.z REFERENCE FILE NOS.: REQ UIREMENTS i MINIMUM SETBACKS: N- F574, S- Nl E- I4l4, W (5IG. UTILITY PERMITS REQUIRED? ) Yes Igo PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: Date Approved - ISAR/LAND USE CONDITIONS? f Yes U No UBC EDITION (year): CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 PLAN CHECK ��1 NUMBER } U n PP1. I CA LION MUST T Lit Fl1.t. FL) OUT COIllPLF TEL Y SITE ADDRESS P5 7-2-1 .s 7 .y%- PROJECT NAME/TENANT /74,-7 5 /77,/r71i)'e �' TYPE OF U New Building ),9 Addition WORK: O Rack Storage O Reroof DESCRIBE WORK TO BE DONE: D G USE (office, etc.) IN NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? N ADDRESS WA. ST. CONTRACTOR'S LICENSE # ARCHITECT ,.7 L • a, // �✓ ADDRESS ,.z to 7 ..sue. Li Tenant Improvement (commercial) • Demolition (building) O Remodel (residential O Other SUITE # BUILDING PERMIT APPLICATION DES.CRIP.TlON BUILDING PERMIT FEE> PLAN CHECK :FEE BUILDING.. SURCHARGE ENERGY SURCHARGE: TOTAL .r : AMOUNT :: >. 13 RCPT it q `l"1 DATE .. U Yes IF YES, EXPLAIN: PROPERTY OWNER - Y ' L$ 77-7 ,1,-?1 ADDRESS r` 7 'CONTRACTOR /67' , I_ FEES (for staff use only) VALUE OF CONSTRUCTION - $ OcA) ASSESSOR ACCOUNT # SQUARE FOOTAGE - Building: ,q]r/ {ate Tenant Space: Area of Construction: ,r'F r WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? )Z No 0 Yes IF YES, EXPLAIN: PHON PHONE EXP. DATE a -0 - v�dS� Z I P � � ZIP PHONE e _27/ "7 /Lp ZIP yed....!7 6 i BUILDING OWNER OR MI BIND .AM. AUT 1t;' I 'TO Af' PLY FO ThIS SIGNATUR PRINT NAME /-7-7 _%."27 2 //e - A7-' 71— �I,„ 7 7-' DATE AUTHORIZED AGENT ADDRESS / ���,/ CONTACT PERSON PHON CITY /ZIP ��./ 9e //a f PHONE 7 cops 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 433 - 1851 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 I 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 433 -1849. DATE APPLICATION ACCEPTED (o 90 DATE APPLICATION EXPIRES 1Q 0Si30/19 COMMERCIAL (2) •ts of pNuu, which indt kiiAnq tloot: plan �howi. ; • ngn► wfa±ar{ RESIDENTIAL S6BMITTAL CHECkLIST etfor Aot ntN itetin (2) ;sett: pf consttuc on ..... ............................... ... ... . .. ....... ......... ...................... ... ..... ..... i i t N ( common wall) : nc o! b uMn0 or'i t hint; pacei n with use of sac il CIALtENAS t rigoVEM Completed. b l dng p erm N 4000 TELLITE =um app T�alriy. AtaCh 0uctuu Projec : M« � , c r Type of Ins Ilio - 1..:,1 (4....c., ,, A drs,j Date Called; q1 Specie Instructions: A ('1_. e . z L6 pm �T Date Wanted: Requester: Phone No.; . 4 "_' (1 C INSPECTION RECORD Retain a copy with perm! CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188/° -3670 Approved per applicable codes. • ❑ Corrections required prior to approval. COMMENTS: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: I Dale: ProJec�� Type of Inspection: Address: � � / S 7 �C 5o, Date Catted: // -/� fl Special Instructions: Date Wanted: / a G� / ASS Requester: , Phone No,: I Recept No.: 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. INSPECTION RECO Retain a copy with permit PERK NOV (206) 431 -3670 I( Corrections required prior to approval. COMMENTS: c '-' ,» ( SYJ e / S .3 y ,4 , 3 / !ice //h1 ! • / 4 ;L 3) - <, �• ��C��)/ 50 cC( ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dale: lanuatri Inspector CITY OF TUKWILA Building nartment 6300 Sou nter Boulevard Tukwila, 98188 (206) 431 -3670 Type of Inspection is 4) /3 Site Address / 4 /7 / —S"7 .44.4c._ Co_ Requestor Special Instructions INSPECT ON RECORD PERMIT # 25/ 341 Date '//-- 2- -9d Date Wanted /AS, fa Project 4 ,�,, Phone # Inspection Results /Comments: G(4 >) u�r`� l g � c¢ri� Date --� —' Inspection Results /Comments: CITY OF TUKWILA Building ,'oartment 6300 So nter Boulevard Tukwila, 98188 (206) 431 -3670 Type of Inspection . Site Address / '/'7 2/ -S 7' * Requestor Phone # Special Instructions Inspector 4../„.e._-. --- 1 -e. riro+o-•�wa+vues .tiv.;:ex w t3,!Yt"(m � 5' l INSPECTION RECORD PERMIT # (3 Date f f� °Zip — gip Date Wanted /O-- 24--fic) Project /S/1 c4 Date /0— 2 -9) eremeatteicavaWinlicealtaillitOM4 krassnVatatHka 7wa n »mz awAtA4ttly.WWM Inspection Results /Comments: CITY OF TUKWILA Bulldin IC t'oartment 6300 So tinter Boulevar Tukwila, A 98188 (206) 431 -3670 Type of Inspection �, Z, Site Address /4 7 2/ LS e Requestor Special Instructions Inspector kev aur rubtsaWU:trall0' C64Vi? Aftni 11ati e - ra :AN gi INSPECT ON RECORD PERMIT # l 7 Date Date Wanted /0-2—c-40 Project Phone # Date l ©`S'—"ecs, Type of Inspection Site Address Requestor Inspector CITY OF TUKWILA Buildin,;oartment 6300'So enter Boulevard Tukwila, A 98188 (206) 431 -3670 swtahrsr aemsincramrtie iaerer ataxy trArz;iS79hLStt^,.,'' '. teeZ W#, INSPECT� ON RECORD PERMIT # ( 1 L` 0- l(9 Date Date Wanted l U Project T Phone # jr 0 a . .Z k AwnrfrtC -r—F Special Instructions Inspection Results /Comments: //[ Date /z7,--16 Permit No. 4/3 Date } C ?' �.. 7 ��1�' ^�' �.�, .. v 't�,�. li.l....: trd�r.� ..1;, st� a ":1.?�t� �... ... r 4r���k ,t'*�w.. �, »,. �., v. �, �� '' CITY OF TUKWILA Building Division 6200.Southcenter Blvd. Tukwila, WA 98188 433-1845 /O L7 Job Address /V7.2-1 • -5 . CORRECTION NOTICE The following items are found to be in violation of Ordinance and shall be corrected. /) V ./ , c `,/ €. ll l7Zi I o. S Y ah ✓f inCt .S a - C_L� -7b 4Gzer, 1 :7 fjld11 y : r-.0 v o.,..' - ft' (ca 74.41-1 Il .J 1? tio ..r 424 Build g Off i iai /Ins•ector Permit No ���-`� Date /0 00 Job Address /9721 '`z • 1 , SA CORRECTION NOTICE The following items are found to be in violation of Ordinance PITY OF;TUKWILA Building: Division 6200 Soulhcenter Blvd. Tukwila, WA 98188 433.1845 Signed YG Bu ding IclaI /I spector and shall be corrected. s G' WAS.i`C0iA O ri tatt49111W2?Akiitnt.:miM:PiAi *mY k...Itg:;e5 ilageddoimvtry luNkv irmcrr. Wa ti. Mx; cs;!arhihtitiitniJEiSeIMx4ttn' -: Inspector CITY OF TUKWILA 501 Department 6300 �:theenter Boulevard Tukw W 95185 (206) 431 -3670 Type of Inspection " Site Address /e-y7 )4 /talc & C o . Requestor Special Instructions INSPECTION RECORD PERMIT # �� Date ?—, Date Wanted 4 C----7/7-c—e, Project A1,,, ha „ L- Phone # 29 ,./-ez-gre7 Inspection Results /Comments: Data t6 OYue'x`Y4n01017 611 CITY OF TILA Building rtment 6300 Sout ,ter Boulevard Tukwila, WA 98188 (206) 431 -3670 C,f Q? � Site Address i L�` .-4 -- �� /�-f (J(°_. Type of Inspection Requestor Special Instructions Inspector e ✓r Inspection Results /Comments: 7 e7 ' 1 " 1 , 41—L ::ii^.E. g4c0 nr..d4,..tiv Tyi: 'dSiYr9:07:1 A`Sairs..41 gt Ai i u " ��`.i`,`� INSPECT N RECORD S PERMIT # Date • r v-1 -- O Date Wanted Project Phone # � a/14 e- r Uric. L7 .— igOlJ1 -ae./ _ �--- Date 6o CITY TUKWILA Bu i 1 .P'. Dapartnunt 6300 thcenter Boulevard Tukwila, WA 98188 (206) 431 -3670 Date Type of Inspection Site Address /L/ '7 ,Z- / - 5 f Requestor Special Instructions Inspection Results /Comments: Inspector ramitl.rawtticiive to. tea :as1ttv''AVIti "i4Ok'+,rtitak' Othiir.72 N. INSPEC ON RECORD PERMIT # 4' f Date Wanted 73 /S --c 'CD a.m. • Project l�'1 een/ e.4- Phone # � 3 --0/ CD S ( 1 3o ` 3 o prvt. nata %'r, 6 /' o CITY OF TUKWILA 6200 SOUTIICENTKR BOULEVARD, TUKWILA, BASH INGTON )8188 Plan Check #90 -253: Mummert, Thomas 14721 57 Av S 1910Ni 4 %2Oti) 1a :1•1800 Gary I.. Va»Dusrn, dlayar THE FOLLOWING COMMENTS APPLY TO AND BECOME PARTJOF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER lot V-1 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 (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. 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. 7. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition). 8. Notify the City of Tukwila Building Division prior to placing any concrete. 9. All wood to remain in placed concrete shall be treated wood. 10. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 X 2 Foundation 431 -3670 X 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 10 Wall Board Fastening 431 -3670 11 12 13 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 I Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 14721 57 Av S SUITE NO.: BUILDING PERMIT NO. DATE ISSUED: U) l 3N q PROJECT: Mummert, Thomas 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. Bathes 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: BUILDItIG PERMIT INSPECTION RECORD Post with Building Permit in conspicuous place) CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS 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. 06/17/90 X• REQUIRED INSPECTIONS 0 1 Footings .4 2 Foundation alskre *lot Slab Insulation i 3 4 Shear Wall Nailing Oi'i 5 Roof Sheathing Nailing r! ' 8 Masonry Chimney ►; 7 Framing _._.. o 4 B Insulation 4 1 9 Suspended Coiling .A.„ 410 Wall Board Fastening 11 12 13 14 FIRE FINALInsp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL , 17 BUILDING FINAL PLAN CHECK NUMBER a 0 - -gu • ( PROJECT: L) W I.T Mb N∎ PA INS POLLOMIMS COMM?! APPLY 10 AN ISCOMS PART OP 10S APPROVID PLAN! {INOTN tUKIdlLA IUILOIN1 PERMIT NURSER . Ne changes will be aade t• the plans unless improved by the Architect and the Tukwila Building Divislen. e Plumbing permit shall be obtained through the Ring County Health Department and plumbing will be inspected by that agency. 12t5- 4732). Ilectrieal permit shall be obtained through the Washington State Division of Labor and ledustries and all electrical wort sill •e inspected by that agency 1012 - 63631. V t6 A 11 mechanical wort shall be under separate permit through the City of Tukwila. 12(1111 permits, Inspection records, and approved plans shall be posted at the Job site prior to the start of any construction. When special Inspection is required either the owner, architect or eng►ncer shall notify the Tuhuila Building Division of appoint•eet 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 Rubber of the project being inspected. 0 All structural concrete to be special inspected 'Sec. 306, U 1C1. O All structural welding to be dons by W.A.0.0. certified welder and special inspected 'Sec. 306, UDCi. O All hlgh•strength belting to be special Inspected (Sec. 306, UIC1. l0 Any new ceiling grid and light fixture installation is required to coat lateral bracing reguiressnts for S•isnie Zone 3. 'I Partition walls attached to ceiling grid oust be laterally braced if over eight 101 lest In length. (ii) Readily accessible access to roof counted equipment is required. t3 Cnglneereed truss drawings and calcutatloes 0e11 be on site and available to the Ouiletag Inspector for inspection purposes. Documents Shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing 'storka1 to have Flue Spread Rating of 23 or less, and material shall bear Identification showing the lire psrfoneasce rating thereof. t0 Subgrade preparation Secluding dral•age ascavation, coepactien, and lilt requiresests shall castors strictly with recca•endatitns given in the soils report prior to final inspection (see attached procedure.). A statement from the roofing contractor verifying fire retardancy of rook will be required prior to final inspection 'see attached procedure). All construction to be done in eonlor•ance with approved Plans and rsqutreaents of the Votive building Code 11900 Edition!, Unsure Mechanical Code 11901 Edition), Nashington State Energy Code I19g9 Iditiont, • All iced preparation establishments must have King County health Department sign•olf prior to opening or doing any food processing. Arrangements for Sinai Health Department Inspection should be cads by calling King County Health Department, 296.4707, at least three working days prior to desire inspection date. On wort reouiring Health Departeent approval, it is the contractor's responsibility to have a set of plane approved by that agency on the Job site. 19 Fire retardant treated wood shall have a flame spread of net over 23. All sate:sale 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. Notfly the City of lukalla building Division prior to placing any concrete. ) Zt All spray applied fireproofing as required by U.S.C. Standard We. • 43-8, shall be special inspected. .11 flood to regain in placed concrete shall be treated wood. 23 All structural masonry sh411 be special Inspected par Y.I.C. Section 306 (at 7. V alidity of remit. the issuance •1 • pencil er approval of Plans, epeclllcatlens and Computations shall not be construed to Be a permit for , on an approval of, any vislation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit priming to give authority or violate or cVncel the provisions of this code shall be valid. Plan Review PROJECT r'1A V MM ADDRESS 114 4 7 21 DATE 6 _ 0 mimismommiss OCCUPANCY GROUP - I TYPE OF CONSTRUCTION LOCATION ON PROPERTY C BUILDING HT. / NO. STORIES N �r FLOOR AREA OCCUPANT LOAD EXITING REQUIREMENTS T 5 ' &a., F-4-. O I( PLAN CHECK NUMBER - ZS3 DETAILED REQUIREMENTS OCCUPANCY TYPE OF CONSTRUCTION V, CHAPTER 23, U.6.0 CHAPTER 51.10, W.A.C r. NOTES: • S. CITY OF TUKWILA DEPARTMENT OP • n fMiAv.. , 1 EV1iLUPbIb NT prepared by: ,. PLA VINO 0 Ftf\ TO: PROM: OATS: SUBJECT: (10 /T2.MEM0) Cit1cf Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 12051433.1600 Gary L. VanDusen, Mayor MEMORANDUM F■lsz_ 0- a5 r1.12_ . I, V g 9 o Gales -- u mine r -t- ,1 an c5 \)0.1UCti on of co r1 trac'ri on i bospo) or) v\16■r. V lQ( Son DCK - ka i 1 Qr 6 1 c 10 . Est d.er 'i a1 MA iii on 1- t 'En sq. \ SS .90 o SS= 4f 17. i • 1 -1%1 x $ Lf3s-- t.ca3 O c %.L 1 \i ofipn PROPERTY OWNER Thomas Mummert !PHONE 24 -0105 ADDRESS 14721 57 Avenue South, Tukwila, WA ZIP 98168 CONTRACTOR 'PHONE b ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT R. L. Boil l in PHONE 271 -7916 ADDRESS 12679 S.E. 169th Place, Renton, WA ZIP 98058 DESCRIPTION AMOUNT RCPT I' DATE BU ILDING PERMIT FEE 234.00 b Fc5TV PLAN CHECK FEE 152.00 9171 6 -13 -9Q BUILDING SURCHARGE 4.50 c 157(o io-s `t0 ENERGY SURCHARGE SQUARE FEET OCC. LOAD TOTAL SQUARE FEET OTHER: TOTAL - 390.50 USE / / CODE_ COMPLIANCE UTILITY PERMITS REQUIRED �] Yes Q No ZONING: R -1 BAR /LAND USE CONDITIONS0Yes ® No FL oR 1 SQUARE ,, FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD TOTA TYPE OF CONSTRUCTION: y_N UBC EDITION (year) SETBACKS: N _ $ - E - yyyy FIRE PROTECTION' i�Sprinklers Detectors CE N/A UTILITY PERMITS REQUIRED �] Yes Q No (t�rouph Punic worNsl ZONING: R -1 BAR /LAND USE CONDITIONS0Yes ® No ANOITIONS (other than those noted on or attached to permit/plans): PPHOYED FOR \ ` `. ' BUILDING SSUANCE BY: 1 `;--, 0 ) , Iv. & - ,_ Al OFFICIAL DATE: (L 11\ -'0, I hereby certify th - t I have read and examined this permit and know the same to be true and correct. All provisions of law 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 or work. I am authorized to sign for and obtain this building permit. iIGNATURE: z "' 4 �'/?44o z�h. {,tel�tdf-e.-c. DATE: U /--70 'RINT NAME: 'lion /i1 . /77 „.,..y.,. =,Er COMPANY: easimb :ERTIFICATE OF tGCUPANCY NO. CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. (LJ DATE ISSUED: 14721 57 Av S DESCRIBE WORK TO BE DONE: Ki tchen /den addition. • Csu��.ullu�a Ft1IMII (POST WITH INSPL ti ION CARD AND PLANS IN A CONSPICUOUS LOCATION) PLAN CHECK #90 -253 FEES I U•- PRO.JF-C T INFORMAIION .11 r PROJECT NAME/TENANT Mummert. Thoma TYPE OF U New Building U Addition ❑ Tenant Improvement (commercial) U Demolition (building) C) Grading/Fill WORK: 0 Rack Storage 0 Reroof O Remodel (residential) 0 Other ASSESSOR ACCOUNT I 115720 0172 - • 23.098.00 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 01 180 days from the last inspection. 1 DATE ISSUED: W •rsto sr • Sr ! sr 7 Ara_ - 70 . . t 4 • . • a r HDR. 'Header ,o,yer opening D.W. Dishwasher G.D. Garbage Disposal Unit LINO. Linoleum D.S. Downspout RELO. Rel existsg item. REPLACEMENT. Replacing old item w/ new same location. SPL. Area between top of base cab. and bottom of upper cab. PLY. PlyWoOd, STHG. Sheathing SUB. Subfloor SHT.MTL. Sheetmetal DEMO. Remove SLAB. Floor will be concrete STACK. Same as chininey PITCH. Slope of roof DR.I-IDR.Dropped header over an open- ing normally 14" down, FL.HDR. Header is flush w/ 'clg. CLG. Ceiling FLR. Floor H.C. Hollow core door S.C. Solid core door STL. STeel BM. Beam INT. Interior EXT. Exterior AL.SL.Alum. sliding window AL.SL.DR. Al.urn doorwall D.H. Double Hung Window CSMT. Casement window GABLE Two sided roof HIP Three sided roof 0.H. Overhang. N . C . Water closet (toilet) .4;H. Water heater. FLJRN . Furnace or heater F.A.U.Forn.forced air unit LAV. Bath sink H.B. Hose bibb. F.G. Fuel gas G.F.I.Ground fault interrupter plug A .C. Air conditioner . . . C.J. joist:BLK. Block F.J. Floor joists o/c on center:SEAL.Stud up open°g. w/ with: i-rr. REG . " Heat register 6 x3 ,Large number=feet,small no. =inches. 1st no.=horiz.dim. 2nd no.=vert.dimension. EX. Existing: BRK. Brick GALV. Galvanized. FL.LT.Fluorescent light S.D. Smoke detector N.T.S.Not to scale INSUL. D DougJas fir 'C/B. -EXPLANATION OF ARCHITECT SYMBOLS 4 ELECTRIC SWITCH 3 WAY ELECTRIC SWITCH ta, L D 2 0 1 2 G o UB HT p L L E uG PLy . G ELEC.METER SMOKE DETECTOR -- EX}-IAUST.jFAN ,77 • TELEPHONE • SWITCH CONTROLLED OUTLET PLUG EL:LT. HEAT LIGHT FAN/LIGEIT, FLUSH MOUNTED LIGHT GAS OUTLET HOSE BIBB HEAT REGISTER COLD IR, RETURN REGISTER SYMBOL FOR FEET II SYMBOL FOR INCHES FOLLWING, FOR ADDITIONS/DORMERS EXISTING WALL REMAINS EXISTING WALL REMOVED NEW WALL • SEAL WALL OR OPENING 0 M ■+ Z M -4 0 M M • 0 ow. 1(0.64 pizea:opb-ito I m 01455 Lie,e1., boo 777 1'7(044 • • 17 rel OPIP 4 3 2 s o 00 offt .•. • • a • do s. 149771 sr 4 • f .11 LEGAL: - 1 7 i...eis‘44tsol-i-ocos I'Ac U 5710 I -,_' -11 ' ' 1 .31- ! I 4 1' ,L 611 „o• vammarmasammower THE FOLLOWING _ITEMS AND SPECIFICATIONS ARE ;TO 8E INCLUDED IN BID CON'PRACT FOR 'PHIS JOB. UNLESS OTHERWISE NOTED ALL;LABOR & MATERIALS SHALL BE INCLUDED AS PER THESE PLANS AND SPECIFICATIONS. DEMO:7"'egGs - 4 :40 : t; _ , . _ . . • CONC: k. LMBR: P - • - - • 46: pew- - - • ROOF: 0741*.D. 'WDWS: et, Ve.toz: • DOORS: EXT: 144U-ices.). kvs4Lvcc.4 DOORS t INT: ELEC: 44,94,1. 0 a:4e 461 ..At led0V PLI3G: AO evo Owe, 000.p.owtr vetto. 440 -ea seArto. HEAT.: OAre# „ EXT: %-i ‘...-)etrt- k..1i4attr EXT.TRIM: \44‘...13 INT.WALLS: NiAsoNRY: ‘ ‘ "Wc Srm, t:igyR:Le • - d INSULATION: — F-4,3k, CABS/TOPS: .r.0.4.0Ak ••••11 : e PLANS/PERMITS: 1;e1 %:i'J' _ CLEAN - UP: _ _ MISC.ITEMS: tsc - 1 ; • MATERIAL SELECTIONS: (ALL SAMPLES OF BUILDERS MUST BE ACCEPTABLE TO OWNER.ANY DEVIATIONS IN SELECTIONS MUST BE APPROVED IN WRITING BY OWNER PRIOR TO INSTALLING ROOFING: A SIDING: MASONRY: kiDWS: DOORS: INT: DOORS:EXT: CABS: TOPS: MISC: FOR ADDITIONS OR DORMERS ONLY: ALL REASONABLE EFFORTS TO MA,TCH EXIST- INGONDITIONS'SHALL BE MADE BY BLDR, HOWEVER DUE TO EXPOSURE TO WEATHER CONDITIONS OR UNAVAILABILITY OF PRODUCTS FINISH MAY NOT MATCH EXISTING EXACTLY. OWNER'SPLAN ACCEPTANCEAND APPROVALS: , HIAVING & UNDERSTANDING THESE PLANS AND THE ABON:IESPECIFICATIONS WEJIEREBY APPROVE THEM FOR COMMENCEMENT OF. CONSTRUCTION. NO VERBAL AGREEMENTS SHALL BE A PART OF THIS AGREEMENT. ANY CHANGES OR ALTER- ATIONS INTHESE PLANS SHALL BE SIGNED BY. BOTH OWNER AND BUILDER ON. A CHANGE OF CONTRACT FORM PRIOR TO ANY CHANGES. COPY TO OWNER. PLANS WHEN APPROVED BY OWNERS & BUILDER BECOME A PART OF CONTRACT TO BUILD. BorH PARTIES TO THIS CONTRACT ACKNOWLEDGE A SIGNED COPY OF THESE PLAN. OWNER: OWNER: BUILDER: DATED: EXISTING CONDITIONS: BUILDER TO VERIFY ALL CONDITIONS & DIMENSIOA PAVORI OWNER: @ 'THIS FORM COPYRIGHTED BY R. SPECIFICATIONS . • V# • —.. • • 4> ‘KoV 'TO eVAP.- per‘C) C - +-tuff. Niulvtroot- 1472k •71IL &le vle 9816,e Z4 otos _'• GUTTERS: toi .BOILLIN & ASSOC. 986 ...„ . 'c -'•COMPONEHT . DESCRIPTION INCLUDING U-VALUE OR F-VALUE NEAT LOSS FACTOR (11F = U x 45° . t) • CUIPOMEMT, SQUARE FT(SF) LINEAR FT(LF) CUBIC .F - :t01100Ens: . liE,RT .•, • :(41F i'zSF:. • CT) , .,50..w, e , , ., 09 . X 5 . x F - i - r ------- : _n1 "r ight, . I. u le art (ir:t . .1 41.4/SF x SF -10 ; S1 i di ng • T I ' ■ es e. U90.75: 34.5/SF x ' SF = ----.5tuh • l2,.01ass Door AAMA-tested U•0.69 ) 27.6/SF x en SF .4 7,Sea Btuh .. :. . 1 ' -teste. Ux 0.50 23.0/5F x SF ....' . -Stula..: _______ ................ , AAHA-tested (U90.40 18.4/SF x -SF • • Btuh Other .3' (O• ) ' SF .---- et h /SF x = u 3,, .., !Paque. 21.6/SF x ' SF 9. - 10.0'3 -'.'. Door k S ore 'door 0.0. 14.7/SF x SF = 77 Btuh .. • '.Insulgtel metal ( 90.20 ) • . .. 9.2/SF x , SF 9 .. 7 --- Btuh . 3 ,•,k. .,;- • 'ther " a ,/SF x SF . 00 one • • 9 I. I 18.4/SF x SF 9 Btuh Ceiling • R-19 U 2.5/SF x SF- 9, Btuh -;ZInsulaticln R-30 U=0.035) 1.0/SF x 4W1 SF = ...._ pttilt 4 1. . : R-38 . ' (U*0.(026) . , 1.2/5F x SF 9 atith 1 . .'... R-49 (U90.020T 0.9/SF x SF = ' Btuh ‘., 0..6 /SF x SF x ----- et.e4i ' D..xtiall- _None . . (8.0.25 ) 11.5/SF x . SF Iniulation St-11 metal. stud 0..0.14 ) 6.4/SF x SF , i -- .1Kuh- t,4,..(abotie and '- ,woo. slars (1100.08 ) 3.7/SF x SF = -7- fatal,' t...,below R-19 met) -stud (090.11 ) 5.1/SF x SF 9- --7 Stull • M.,grade) *- • wood s. u.s 1 91.1 2.4/SF x 52,ii SF 9 1-1,.. Btuh :3 ' . .. - WOO I U.S I. # • • 1.7/SF x SF . t . •- . .. 1 ) /SF x SF x . , .atual :' " 0ver one .1.. . tut. 11.5/SF x SF ' - 7- .1 3 tiali 7.4UpilitIted l•- T • - f.s. 1 1. • 3.7/SF x - SF'. • 3tuh !:-.,•Space • . (U90.055) 2.5/SF x 147 SF 9 WE lit h . iInsulation -30 '• (U90.035) 1.6/SF x - SF 9 ' Stith.; • Va;!-.45,'..: . -,, - • (um... ' ) /5F x , , SF = --- 7r: Btuh --- F.:51ata On None . (F.0.$1..) 37.3/LF x LF e‘ OWN • . .;',4 Grade -5 ' - ''. ' 28.1/LF x LF . -- itoh ,trloor I R-8 .(F9D. 6. • 25,8/LF x LF 9 ---7 Stub, 'fft ..0 Perimeter R. 1O = (F90.54 ) 24.8/LF x - ,40F . IF 9 Iitub..' ,3 ?.11qulation • - - (F9 ' /LF x LF 9 Btuh' , .",G.,Basenent -.None " ', (F000.032 1.5/SF x Sr 9 --- Btuli":3 '''..*.e.tt Fi�or. JR • ... '; = ' /SF x SF =. -7-- Stub • ila,Infi)tra- re. 3zr t .0 :x . .. ' 1.0/CF x CF s ' --- 7 - Otuh .. .•"-tion. Post 1980 -= (.018X0.6 • 0.5/CF x 1 Olt* CF = , "8tuh TOTAL.Design Heating Load (OHL) in OLuh 454 et,hh.: , %,Ir.electric, divide for 13H1 in watts = Watts* :::Oivide (DM.) by ( 467 fleeted floor area). j2,3 Btuh or Watts/square . . , . SPade'lieating Equipment Sizing Limits .. ' 'Minimum required equipment Size - OHL x 1.0 .-. Btuh or watts' , , 7.. -Maximum allowed equipment size 9 DK x 1.5 = - 13ivh or wattt ' Proposed equipment size (Output) 9 DIrifee40 z elearr Stull or Watt's (for.:.qas-and oil-fired eqUipment exceedin3 150% of OK, see reverse Pfffr I understand that the Plan Check approvals* subject to errors and om iss ions a nd approiial of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved pla ns acknowledged. By Date Permit No. I 14-E g666 41"ave d.d 4 ON. ' 12ciT pLai /0!140 - • Co '4113 / 1 pritai .5 fit - - - • ' -.7X7=;-":1LC;--- i le-13 ma - 11.0 PY1 to Pdtiti f " •■), 1 /414-.1 v) • t I L ----- ----. . , - -' 7" ...- """ , .-...- • .....t.......L....r . - .4 ....r... L . j..... ■ . r ....t... I 1 . ±= 7-2 ' ' . • t I i .....t.....<T ' . 1.-.,.... " .........../". • elmatrev, 7 t.. 2 81.1 • Et 1- c'he ) 240.1 2 Poi,/ 4 4, C.41.0% at I f4vm- doer aritio. 04 Agra vi/ ' 1- ;# 31•4:0 ; 5ST. 151:-.231. 5c1 I, - I I I I I 1 I II I I I I I I I I 1 I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I • 1 • - 1 - 21- 1 - 1 31-. 4 51 1 ' 611 7 4'151.4 i e!t77,,,L,";/1'*1;! 1111111111111111111111111111 1111 1111 110 1 1111 III! II I I 0 II 1111 I I III lI ill 111.I I . .(111.111111i111' 9 •. „ . c. - 6- r i pLkiJ 1 4'A 14* 6t.62.h-to tA-Latial04,e . 1 - Ac.r4 AL. • 4.5 tta=41444 10 !• . 5 dit.4 " 1 r l.c et-tri,■coe:c*COLkila-ka. mu. 24- . sts0 assort '- rotir eC te-% vo‘N` . Ulf of TOW APPR" JUN 2 i9 RECEIVED CRYOFTUKVVILA JUN 1 1 1990 PERMIT CENTER 3ti I V VA ' iteE VENT INTERSECTION MUST BE AT LEAST 6 ABOVE RIM OF FIXTURES SERVED NOTE: CONSULT L.A. COUNTY PLUMSING °ROINANCE FOR MAXIMUM NUMSER Of rIxTURE$ ON f *CH WASTE es VENT LINE APPROVED SHOWER RECEPTOR OR APPROVED SHOWER PAN WITH SURDRAIN AND NONABSORNENT INTERIOR LINING SHOWER AUTOMATIC WASHER 2'• Min. COMBINATION Y & 1/13 BEND AT INTERSECTION 6/3 PLUMBING DETAILS 2 - MINIMUM VENT HOUSE DRAIN S MINIMUM TUB / % ' 2" TRAP 1 )12 ♦ T ° LAV`. Tub WASTE AND OVERFLOW MUST EE ACCESSIBLE FOR REPA'R AND INSPECTION SANITARY TEES AT FIxTURE•INLETS 1/. -1N 12 MINIMUM GRADE PON HORIZONTAL SOIL ON ',METE PIPE FOR ADDITIONAL INFORMATION CONSULT LOCAL INSPECTOR $,KEEP TRAPS AS CLOSE TO FIXTURE AS I ` POSSIBLE HORIZONTAL S WASTE: REQUIRE CLEARANCE IN CLEANOUTS FRONT OF CLEANOVT 12" Min. for 2 O bobs* Ir Min. above 2" _ 'SINK J _I - N t I $1 In. I aM.b?_a O 0 PLtJv'eV 3 oarp _ 1'6158. 0.40..to id • S T4TL rte 1I.M, scoSad Lat4 3:1' -- No< 1 1F. 3 15E I/. NO PLUMBING VENT MAY BE CLOSER THAN 2' TO PROPERTY LINE SINK GALVANIZED IRON'MPE 6 MINIMUM CLEARANCE ABOVE GROUND i 4 � CLEANOUTS ACCESSIBLE AND ABOVE GROUND u t1 N 2 - J v J A/ ‘4J4," Slew w o1IS 12 I. . SM N l�oart_. ^. I r Kai sEC.�T,r(y -.l- VBC. • A -1. s . 6304..ucc. i- 1afJI ?2ai.L l jb1L 1012ii1 ,lecci • . , . 1711.:615 (lit - 1' AIaGtt.e It75+b(, -1 2� �;.IGWi' p�atJt'✓iS I/2'41ttd A.4:. e •46'%; t , L,1 1" I I co•xs (2 �u. f 4'6 NA' 4 11 Go at. SLeh oSC 2a'r - Iv.. I O /to- 6 /Co ' G 0••■ \it S W3•eQ.J eon D i1 c GA.oe -e. �l31J.Gd'9J ..J/ 4 l - I4 z..2.to a L Ci s -r q2■ pt(lu� L�pu, I1 Ili 1l1II,�t11f 2 5 ill {?NJIO17 t NSVVr(va 2w 500/((2 ev-CA 1- Ic,`Yerr Goat pt./ 4d...0 4114. (32/i ,') 43 .5 .G lc Out"- I2 �a erd��� 3 /4 5L3.a pt S� °a 1o41 a n• Wan -. t' ruse, DTs 2uto F1 Pf42 v P- • tet - 415' fD'T`t!' \ _ j 12" 1r:V (2)al.. lz 9.341 4 +rAIRC sues v-w z o%. 1 q1 !o / r e IAL kJ PA 6 (L--< . 1 4 Icta cllvxl , 1 - I 111I11111111111I 1 1111111111111 11 IIIIIIIl 11111 11 111111111111111 11111 III « 1 1 11 1 1 1 1 1 1 1 1 1 22 4 5 1 I 61 IiIIIIIIl IIII�IIIIIIIli61i11 lIII�IIII11111 IIIIIIIII�IIIIIiIIi�IIIIIUIiIIIIIIiiiII I�IfI� �IICIIIIII�II�II 1111 Tfllr IIII 2 2 •t. 4 1...3 GIL • tu;.wt1S ou1_y. 14 M 4 4,4 t. 4€41 JT1 - 1117 V iJ i'4- 3. 1 I • 1AtL1 t / jSo 2-iaP YarYahG24<Y Q •lo- LvII $0'i'lS l... t Lb-1.1„ ►..1 _ U_il,l c Ai bvS, .star, 6X1, ° ¢itl, lO /fo- fo/li_ W.W.TA CO M t'- " VtSQ DOCCNSl0NS MATERIAL -p 12 - a. 1ZI0 Z.lj 4.014a.r( , .1JOJ'a ((25152 • 'S fyLaam [b(J 1 7.0-1 r, A. /AA,. ..tipt TES - (Z / t o i s K I Cp... _ " ' a e c - r I c y { L : . 1 / 2 , LCB r NN LCB- Lwroost poet base recommended for oatos, carports. bNoN IPways. FDrdw% and sirrl6arappBCatiora. �- ' C8 and MCB -tor mks:we ttel reglke high atrlunxal values and tuned periormance. Use taw M08 When the area streno%o1 the CS is unneeoSeary' NATI:RMAL: Se@ tat*. • .. FINISH: LCD- pWanlied, CB and NCB-Simpson pray meat pdymer paint INSTALLATION: • Use a• spsdl.d fasteners. See General No 7 page 2. • LCB Is not recommended for non-lop atemor1.d Installebons such esflrK6S. OPTIONS AVAILABLE: • The LC8 may be skipped unassembled; spec* - Disaseembled7 • M models OM also mmaeble In rough sites (seedy "1:1 Her ' mudal lAllnbefi. • CB and MCB may be urJDrad kid Ippe11 QNMa.iesd. specify •'140(7 CODE ACCEPTANCE: CB Is ICBO sampled; see Evataatian RelIOrt N0.1211. ALLOWABLE LOADS I. Na fN/ OM ton Ise beia earned 1.1% IAN Oleentweae Imes*MIW Wm *maw Eersed Bu-. L 4 thwr ac- G1c. trer Vol, e 18 444. Welk, Me.rr 10114 Wow ti 1 4 .• .Z-e i FL. 1.-e 51•124. IIF"'L F41-10 I_ - II 4101+It0 516',p4fq, 1-IS`` -''r cue.,.. 3/e ccs1E (',2/Q 4ota p&j Y1t1 1oc e t.'0I evt,e's - Maw • R rt.n?vw G "141 -J • Ile 'SW PSON strpugme . ootencnios 08060 /SIM BuyLine 5162 ODE NO. IF !T/.GtSI.®12113 = ,� RLII C ? Cr >T.'��f�f 17G1 2C ?WI NMI 111111E1111111111111•11 fr "1I ,'EV.'I1Y,21i7llifrr ^ 1t, C�7'� l 1�EENN= IN ( «XVII FVi IWO Ell 61'*'71171NMI !ssails i>4 7 :1urn;rffm1Fm17ionrramiln}7. lr 7 t. .VIII MI I- Ins tEelt- FT A irmra ars= wyzren 7011 "11111 sin f DiJ� ;Urn K Iim=Irm7 ®�? rao r. Pr:1T111111M211 MO rg.iraummtiou um %- Prmaim illa .r FJ � ` 7 l ! _ 1rkFr irt!7t IF'.8771�- ,- 1,111trrisseemi Mil Ma= ,M1?.' 1 - i[rLIf1rlA 1111 T? in= �r �H 0 Hi� /r7 kAtitii'El'>'- IirfT�E 11 ®io-'' r.--"1m ZA111FiT3rillIsm T'rjtr"messmF`7J i P:Mtil1 o run err Fr1nsi writ �� 1i��`1111 tir.rwam 3.r1atormilg E stn -r-1s "m- ssoE'�umemir %'i ` - it.145 ► ".. ■[•Jac ..: irowrT ^ lfL'\III�1M/311NIImmi �,•'•3� 57.1Ff7IIIEKt1®I 'Fa [Wu E 3 C'?)TT t .f I. 11' EE1AET`r1 F'1`i;memf ]R_ # er NbtAHAL POST SIZE lk (MCB, Dimensions Lee y 1� YCB 4+staBee s Iv 4 of 1.064¢ 12 CITY OF TUKWILI APPROVED JUN 21 1990 d ' BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 1 1 1990 PERMIT CENTER • mom 1=1 REVISIONS 1 I E m 1 Z cp ,� .�J -- , w dO r O ti N n ay W 0 a. tegadgial DRAWN P CHECKED rJ _ DATE 6: SCALE • JOB NO. SHEET 3 SHEETS a�7.l��q[,,a 10p sr net tIAAmA1I0e. niceness ore niceness wall • Manes) MOT" Or goo ,.o Parma) TIK kN. t. to FOOTMm tees -.) OtprNatt w Vaearrein mtouwj SUMAC! COMMIT! MAMMY 1 3 3 6 $ 10 6 I 10 12 t, It - 6 7 S 12 Is 2e K•E WOO. FR.<MINC .)TES MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL BE IN ACCORDANCE WIT% TABLE 25 -Q OF THE UNIFOPSI BUILDING CODE. AT SAWN TIMBER JOIST AREAS: PROVIDE SOLID BLACKING AT BEARING POINTS. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS. PROVIDE DOUBLE JOISTS EACH SIDE OF OPENINGS UNLESS DETAILED OTHERWISE. PROVIDE DOUBLE JOIST HEADERS AND DOUBLE JOISTS EACH SIDE OF ALL 6PENINGS IN FLOORS AND 1 TOOFS UNLESS DETAILED OTHERWISE. COORDI- NATE SIZE AND LOCATION OF ALL OPE "":NGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. PROVIDE TWO 2x10 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD BEARING WALLS NOT DETAILED OTHERWISE. PROVIDE SOLID BLOCKING FOR WOOD COLUMNS AND MULTIPLE STUD POSTS THROUGH FLOORS TO SUPPORTS BELOW. . PROVIDE CONTINUOUS SOLID BLOCKING AT MID - HEIGHT OF ALL STUD WALLS OVER 8' IN HEIGHT. TOENAIL JOISTS TO SUPPORTS WITH 2 - 16d NAILS. ATTACH ALL BEANS AT THE ROOF EXCEEDING 8' -0" IN LENGTH TO SUPPORTS WITH SIMPSON ST 292 STRAP EACH END. ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH SIMPSON "U" SERIES METAL JOIST HANGERS TO SUIT THE JOIST SIZE. 9 INDIVIDUAL MEMBERS OF BUILT -UP POSTS AND BEAMS SHALL EACH BE ATTACHED WITH 16d SPIKES AT 12" o.r. STAGGERED. 10. ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12" o.c. STAGGERED UNLESS SHOWN OTHERWISE. 11. ALL WOOD. FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE UNIFORM BUILDING CODE. 12. PLYWOOD ROOF AND FLOOR SHEATHING UNLESS OTHERWISE NOTED ON PLAN SHALL BE LAID UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 8d NAILS @ 6" o.c. TO FRAMED PANEL EDGES AND OVER 411 STUD WALLS SHOWN ON PLAI'•S AND @ 11• o.c. (10" o.c. AT FLOORS) TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS4E @ 16" o.c. AT UNBLOCKEI ROOF SHEATHING EDGES OR INDEX 32/16 PLYWOOD. PROVIDE SOLID BLOCKING AT LINES OF SUPPORT AT FLOORS. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" o.c. 13. PROVIDE 2 - 2x8 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD WALLS NOT DETAILED OTHERWISE. 14. PLYWOOD WALL SHEATHING SHALL HAVE SOLID BLACKING AT ALL EDGES. 15. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNEC- TORS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, SAN LEANDRO, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL LOAD CAPACITIES. 16. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 17. CONTRACTOR SHALL BE RFSPONETPLE FOR ALL REQUIRED SAFETY PRECAU- TIONS AND THE METHODS, TECHNIQUES SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. 18. CONTRACTOR INITIATED CF SHALI, BE SUBMITTED IN WRITING TO'THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICA- TION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 19. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 20. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. 21. DESIGN CRITERIA ROOF LI'rE LOAD 25 PSF FLOOR LIVE LOAD 40 PSF STAIR AND CORRIDOR LIVE LOAD 100 PSF MECHANICAL UNITS Weight: furnished by manufacturer WIND ... 80 MPH, EXPOSURE B EARTHQUAKE . ... Zone 3, Kw= v ALLOWABLE SOIL PRESSURE .... 2,000 PSF (Natural soils or compacted fill) 8. GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) 1. ALL MATERIALS AND WORKMANGH'P SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWINGS, SPECIFICA' AND THE UNIFORM BUILDING CODE. 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGSi'FOR PIUDXNG AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 3. SHOP DRAWINGS FOR REINFORCING STEEL, GLUED LAMINATED MEMBERS AND OPEN WEB WOOD TRUSSES SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. 4 . CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f'c = 2,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD NOR MORE THAN 6 GALLONS OF WATER PER SACK OF CEMENT. ALL CONCRETE EXPOSED T') WEATHER SHALL BE AIR - ENTRAINED WITH AN AIR ENTRAINING AGENT CCNFORMING TO U.B.C. STANDARD 26 -9. THE AMOUNT SHALL BE 4% + 1% BY VOLUME. 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615• -76A, GRADE 40, fy = 40,000 PSI. WELDED WIRE MESH SHALL CONFORM TO ASTM A -185. 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 -83 AND 318 -83. LAP ALL CONTINUOUS REIN - FORCEMENT 30 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS OR 2' -0" MINIMUM. LAP ADJACENT MATS OF WELDED WIRE MESH ONE FULL MESH AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS 'FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3" FORMED SURFACES EXPOSED TO EARTH (i.e.' WALLS BELOW GROUND) OR WEATHER (f6 BARS OR LARGE44 2" 1-1/2" SLABS AND WALLS (INTERIOR FACE)5 BARS OR SMALLER) 3/4" STRUCTURAL STEEL, INCLUDING PLATES AND ROLLED SHAPES, SHALL CONFORM TO ASTM A36, fy = 36 KSI. BOLTS SHALL CONFORM TO ASTM A307. i %mac G/ r t..ENT4c - Ge 57/a Gas /L�r BACN ENG G° EK14:e 1/T Co O /0. N.AC LET /N 4514 ,EAGH '.. R4E/Q 2.5 ,4x /MU14 O. (2) ea d NAizs ,°ER SJT/!J 1. Saw 54441 2. Feb, tool c0v1IWO 3. Chu F,'ba, Fein 4. Cap Sheen I. Goal- 4061b.. pet N 6. Shs- 10014. pa sq.' la 11O0 w 7. Asphalt Shingles 6. Moll Sateen Wood Ste... statues,. 1. Asian)* Gear Mingles Io. V.wSbiaFkt II. NerWeloct ni TSk - Foe es Coned 12. IWoloekI.4 Tie-fat a Coned 1X `-T/. 6 /41 - 2X PTO.,C yzL TO 7E 1.Y4/i. (2) 4'd / Y/1 /L S • - '4•4' S /G, T7/ IVAL• • oN.sTRe/C7 /ON TABLE NO. 33 a -ROOF COVERING APPLICATION tiara 4:12 1:11 11 Wood Sheiks 4:12• 4 I IS lka4 Shales 4 12 libemnume Tend) : d'/4 /1'C loR ecr75 - - � • "QG. Iea10 0.12 0:12 0.12 0.12 e12 NR sus too aoomme (Ace ammo MIN/ 1%50414011 vnbwem 1:12' 1:12' I:12 2:11' 1 :11 1:12 Ont Tym kit matt. h yaer Sake MT 141111 meseln -l.0 relet Fier err imam as boas t- 'me.•.l I$ N t*T 4.12 Ox Type 13ftkebbed per Seaion R9/ (d)1 A 1:11 One Typo I1 'Arms fob applied pee Sea ion 1 201 1411A 1 :12 i OwTrablekerolico pet Sallee 1241 (a)1 A Two Type 13 or One Tip, 33 fah Applied per Satan 120) (4)1 A Qw Type 37 INI Imol . e ra Sastica 120) NI III Non•nrilrbte deck cement per 3201 (411 or n,ilabk deck rail with as kol one 'ppoted fa meta fa each I R 'quote foe. Station 120110 4 Cement oath thee, aid 20 lbs. per sq. asphalt or 30 Ibt. pis ,q. INM.Seetion 320) 012 Cement 4444 ,Met . 61133161 . pa p• upAm. Salon 12020): Closets eith 20 lbs. yet sq. asphalt. !salon 3203 NO 2 Embed M SO lbs. per sq. of avban a 70 lbs. pa s . of pitch Emkd in 60 lbs. pa sq. of asptah a 70 lbs. per sq. of pick 1 iQ MAY LAP \ ) /l•0 t 1 T r AM%IK•IV/1 IO CI IAN S0a.001C mtlarn a r *111 4 per )4 inch strip 2 pet I S loch stetstr 4 Pa d.inrk• l ref Angle a nor 50 I pen tit a mote tit e 2 per tees mks fie 2 pet .hrgk SaTion NOT (ell 1G 2 Kr shA, Marl NP NP • - 1 154 .1+ 147) I) "Ace earsmi A, NP -N. Moaned NR- No .bqui.tara.e 'See ins d(bpm, 33 Ie • otif* dnail. a.( fa 1am.wct.ot. drhewi -s, monies. a..oefinf. tramp. end.aa.f Smeld,ma. 7 3te Swims 37011Ti 3'a mammy ruf eaacs Km Salim )147 p) rat eatepria.s. •' lam 7. Mad ni 4 P os d wN furs. Si 52 a ied, wsp aao ash the eserefnp 7.3 pr .ids per saute Ma Isaias width ao soda dsa 16 Saks ma hat ear •s., 704. M. 7p.A 44 a .Inse , slopes. bea Yentas am karma- k was ea Mops. esruw.es 7:12. Fuses ,t sloes. A s l 7:12 W ku.lad 541 44 4tttelk41 we isle es ambeE 7.1 yards pet pow Not hairs a add as ;er duo a d 16 ;tic s 2 Iwo owe 9. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH U.B.C. STANDARDS NO. 25 -10 AND 25 -11. EACH MEMBER SHALL BEAR AN •AITC IDENTIFICATION MARY AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. ALL BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V4 FOR SAMPLE SPANS AND 24F -V8 FOR CANTILEVER OR CONTINUOUS SPAN BEAMS., Fb = 2,400 PSI, Fv = 165 PSI. NO CAMBER. 10. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16 LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (INCLUDING 2x6 AND LARGER MEMBERS USED AS STUDS AND PLATES) BEAMS AND STRINGERS POSTS AND TIMBERS STUDS, PLATES AND MISC. LIGHT FRAMING HET; -• ^.T. R NO. 2 OR DOUGLAS FIR NO. 2 MINIMUM BASIC DESIGN STRESS, fb m 1,000 PSI. DOUGLAS FIR NO. 1, MINIMUM BASIC DESIGN STRESS, fb ' 1,350 PSI. DOUGLAS FIR NO. 1, MINIMUM BASIC DESIGN STRESS, fc r 1,000 PSI DOUGLAS FIR nP HEM -FIP STANDARD GRADE TOP AND BOTTOM PLATES AT BEARING WALLS 11. PREFABRICATED WOOD ROOF TRUSSES SHAI; DESIGNED BY THE MANUFAC- TUN'R IN ACCNIDANCE WIT" ;PE 'DESIGN SPEEIFICATIO)3 FOR METAL PLATE CONNECTED WOOD i=:;SSEE, 2P1 -78" BY THE TRUSS :,:11E INSTITUTE FOR THE sPANS AND CONDITIONS SHOWN ON THE PLANS. WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). FURNISH SHOP DRAWINGS ANf :,a.oiGN CALCULATIONS (COMPLETE WITH STRESS DIAGRAMS) FOR APPROVAL PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR "HE STAMP OF A REGISTERED PROFESSIONAL ENGI- NEER, STATE OF WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS, GIRDER TRUSSES, INTERSECTIONS, HIP AND VALLEY FRAMING, ETC., SHOWN ON THE DRAWINGS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. DOUGLAS FIR CONSTRUCTION GRADE 12. PLYWOOD SHEATHING SHALL BE GRADE C -D, EXTERIOR GLUE OR STRUCTURAL rI, EXTERIOR GLUE IN CONFORMANCE WITH U.B.C. STANDARD NO. 25 -9. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. 13. WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE UNIF1144 BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 25 -P OF THE UNIFORM BUILDING CODE. 14. ALL WOOD PLATES AND BLACKING IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE- TREATED WITH AN APPROVED PRESERVATIVE. /G- dNA /L5c� Z4- MfL4x/RlGft o,.G. (2) //if/ tea: 5'7Uv (.3) /bat /y11' ov�ie / /'• e.. (3) / GrN ' /Y/1 /4 • 7' d uo L /Nrfze .SIB /9YAM //)& i% 1 N !�^y[ S /Z - -/q 44-1- wA G'd/eR B %o" H/611 (2) /ad / 4 q 4 P /RF- 44I(•X //W> 4I /L5 `4tnNq S. 30A le sok plat 2X 7 /M,MMEA M /N. a/141os . Sege / FLAiY Pack APP /T /LwAL r.40/ertairT 4 "Mm. a Y /fl4x. �2 L4 RENO 1. )dm er sill or girekt aendl 2. J ades ie joist, assail each cad 3. 1 c - c1loN 9. Doable ads. tae nail 'THOLE NQ 2$4- 4(MUNO SCHEDULE 10. Dooble-I tip plum, face nail II. Appian. laps and lntersec6eoa. (we nail 12. CadmNos dda, taepleas NAt IO 3.64 2 , b 6* abbot or leis so each joist. fen nail • 4. Menem I's 6' e0W)xr lo Lich joist. sea Rail 3. rm4KlelY m jam a shdet blind and fact sail :. . 6. Sole plat in Jain mistaking. face sail 16d 16• o.c. 7. Top plate astud. endsail ...., - 4J. Ioena 2.16d, tad sail I(d M 24" 0.e. 16ds ler.e. 2 16d 16d M 16'o.c. 'l"2 each edge II.GOk,P joins aplaM , lauu 3-/d 14. Cashman badge lo mud. IoeMit _ 4.b IS. . ... kpe over widens. foe nail 1.165 16. Ceiba* Joists to paralkl nftrrs, fax a d! 3-164 17. RaR.xtepl =-, p tletl 3.84 It. r knee lo tads stud and pima, fb. s ail 2.1Id IS. r a r amides ar lets m em%Maier. Me pail 2•$d 20. Wee elm I a r ebtrhiag toads beefing. face aril 3•13d 21. raflIms censer muds 32. hY•eptkdaaW beasss 164M24'o.c. 204 M 72 atop *ad bonus mod staggered 2.10d M toes adM tech spice • TABLE Ned 26•A- FOUNDATIONS FON STUD BEARING WA.Lf- MINIMUM ' RLDUIREMENTG' 'where enuu l00n4Aic*, a from meatless are ford. Wisps cod feand.soes skill be as legend M Sallee 2907( 'TT. pad "'der IM foot may be nomad to ►.r ekvmioi, of Ow sop 0w Wise. 'FOeednio.11 pal' s pen stool in additial So the u.pelamed samba d foes. Roadie*. snppet l Mat fry than be a tequad fot suhvaing see flax • III II III II II III II II III II I 111 2 111 111 III II I 11 I I II II II I II I llll tl V! I 11 1151 II,I . ._ II : 111 I I 1 S Ij II 1 4 I. 1 IIII I II I J, .IIIIIIIIIIIII !I 1( ll lllll 'I I IIIIIII II IIIII II IIIIII I IIII I IIII I II i IIIHII f(Illiiilli)EIlliiillii I IliiiiI iii lllllli�6lil�n �llill i Cant inure) s Table No. 25-Q, No! ling 0dsed,le -- re - maenad IMAM 23. pluki - 4.16dMCmhbanal 24. Mywood and perlkleboerd :l • Ssbfleor, roof asd wed alembhel (le fresslq): kY end kss IIh7 -1,,• TO .I• 1 1 n'• 1'M • CewablwUon Swbfloererederlq,nan (u Malawi: Are and less kr. 1' 11.Y -RU' 23. Pose) Siding (le fra nka61: Wee gin• 21. Fiberboard Sheathing :7 )h' Hof 6.12 5.113.6d• 542 100/ or 46 6d SM t0dl a 54 00 ®d' No. I I pea He. 16 p No. 1110.4 641 No. I6 p.$ ICaanon or br0 01i. may be used seep .bete cdurtaite suscd. /Cameo or biassed dank. 'Common 4 Deitr,l.dshank. 2Nsits spaced M 6 inch:: cache apes, 12Inches minsermedssa supports (10Leese/r iseeraodiase supports fa floors). Mete 6 Sates .ell wpm& ohm spa. are 41 aloes or mere. For vilisf of plywood she peak lehomd diaphereme and shear sells. raw m Same. 231) (e). hails la wall s1OMkag may be cameo. bon or eosin. 'Caeosiea- rollsm sides or easing tai:: ceakrsias I. the requiaar.a of Satire 3314 (1) I. /Femurs spaced) inches of enbr M essa lseedpes wed 6 ides w corer M dam: sedire 1 Calaba•resirans roofing Mils midi fns.kwileAameur Mad sad 1 6220 fee b. Inch s • ••414” mod nvkNk Mork ha Ibtlack -Mashies ewfasiig is she mean. erne Stria 231661 •Cmaabn-asinsr tasks old. temua5 Moloch nom sad I'l•Mch keg& for WWI skradiog` W 1 6asr ke lw?ti ck sM'taYg eadonams is dm segskernm Some. UI661 I. MIONOLM 0006 AND MATERIAL 5p$CIPICATIOIt. W: it In conflict with notes on plans, most costrictlw requirement would govern. '2 x 4 Sigh framing to bs stud grad. ' Joleti ad ratter: to be lb. 2 demo. serin/en and headers to be No. 1 Poets an( timbers to be No. 1 Unless othecrim -peopled, _saber *bell be D1.9110 tic and shall conform to Med,.I.$. Standard 1b. 16 acct we and An.,L.; :a11aa. . Mot plywood min. mt. glue fMex 32/16, )t in. sot. grade at saws, oarpocts, patios. PlywOud sablloor to be ur$eclayasnt grad* :so C-C plugged, Grp. 3 or 3. 6 0 min. S/1 to. WAaa trsmiiber . 00.0 oleh 1w haa 1y am o7r s P4 cod o: pealeor. t. tca o 00u01as In I A1 1 ssa11 1nq . to compl t y with dr U O.B.C. use oeo galvanised iron nails for all exposed aster tar balling. Table 25-p. • Lip 60c61. fay plat. 4$• alma. ) Us. 1/a k setsl st ap f lu 141-0 plats. se laterrlli)tat;�• 1 x f let -tn dlapnal breolay et cornice and *wry 3$ linear toot (max.) Uric. lister AN stal.ls possible. 5tmlNIM, for 1st tloot of 2 /wry building, shall by plyroed shoe[ panels Dar $attar. 25 -0 -3 U.U.C. Lath aM pluter to ••eutply with tha D.1 C. C cptec 47. Provide metal voter table (base ►orsid) per O.s.C. 4706. Approved !lashing over all exterior openings. oils to be foundation grade Redwood or te.ated oswglu lir. Doe spplowd yoi ha balq.rs 4 Pin . blodttlg at .i d - b.IOh e rl atr.en felling 000 and . floor u r.qutr4 by to U.s.0. Top of 411 toothy, w be minims of 6• abovo finish grad.. • Provldo 2. "sand bloating at soffits, ewers, points under or at supports, floor and ociltng 'Mats at std -span or at $ -0• max. .A.11 Meese joky, over t And tall joists over 12' to ba supported by approved 7 211,:innauglat ton' teams all And 10,115 -,1t g able4edl_! a_YposW,Mw an used. ry work to c wly with the 0.B.C. Chapter 24. '- ' " " -' - G, tleC in lower 1/3 of attic so.. ■t 4S• o.c. where calling foist. are not pa Oo ra !tasa. petters to be braced to blearing partitions. Minima* angle of Duelist base- .hall•be 45 d.gcaa'tcom Made:. •• • Ceramic ills all mob and.sbawe oapsrMesta over 2 coats of Portland cement plaster, fait and wire re /lemma, 41 Move flocs lilaM.P. or approved flb.egt.ss unit. rise warning system to ha provided with approved detectora of products of combustion other tbaa beat 00nfCOminp to O.B.C. Standard. All glue lights within 11' of floor and glass doors and wall panels of bath tub and showy eaclosgres be laminated, fully tempered,, oc wirer gismo. All glass within tubs anf *boasrs.to be tampered 1.12. glass within 12• of door to b. tompared. ' All mental dl osioa•'han take preeedanco coat sealed d Mao Lam . All work Mall Maori to the current edit ton of the Uniform Building Code. All conatete work shall contains 'o the O.B.C. Concrete all shall be 1,3,4 with 7y ga water maotaum per sack of cement and shall attain as cities to ceaprassive strength of 2000 p.• .1. / 25 days. Use Type V cement. ' Vapour buries'aaterial shall M polyethylene firs (Vtsgueen or eqv.) and shall be placed ender all house slabs. Gait barrier at garage slabs. ?ootdetion bolts shall be 6' x 10• AS-7 into concrete l2' from comics and 1 6'0 0.0. 54lxla.as or as shown an plan. . Mote wOoi post 1. In contact with concrete, use 1/16• thick corrosive resistant base plata, and six inch miniuum.abw. grade. Insullatioa sin. ::- l exterior . walla, R -30 all roof /ceiling assemblies. ' Ail glas kg to be per U.S.C. !cation 5406. GENERAL NOTES 1°165 wow 6a0N0 WOE (U3 .041 t IKw UK LOADS .Rocf_(91ow) 20 PsF mUa,ONKS 0 dfac5 • 50 P STARS 0 INTon 100 PIP / SIAM 204 1 Of7fl W - UR. • 3 O NAILS 0.3 _ a 0 (CRt A IE 'r) 1 � *00 MPH ' PER20 Pw 444 '1}-F PANEL b. FOR RO $ To K 24 0 //TA 25- 22-11[ 3./16 ►u0OR 0 ROW OrPI MOH$ TO R PIUD Pot TANS. 25-.1 SHIRR W•U. 12100401 RATIOS TO COWCrem W/ TAKE 20-1 !GRAN WALL MARMr0 KO'1MMI PER TARE 26-K O 2517(9)3 ALL WOOD 70 MOOD OO.IECnOKFMAEA:o PECNIONTS PET TARE 2s QU -UAN. Slit Dow 191 (10U1 0R11).D) AMC MC. 3C' -v4 SOME SPANS. 0 2M Y9 CANT. SPANS . (►i - 2000 PO , a rn - 765 P) OntelAY ARC STAN► ML wow at CafACT 1t/ CONC. TO K MESA nlr0. two expo D TO KAMER TO SE NVESSURE Toro DR woo WI NATURAL MU STANK TO retAY PDS 251I(oN1 All trtiwavotm. L,oa eS To SEA Heuirvt co lu71F11 (►a low pl / 1160 RO"EI) PK -FA6'D USCG TRUSSES 117 $0 DCONEO BY A UM wt. ST. DIOR. KIM R MUSS LAYWT TO BE SWOTTED FOR AMICK AND TO K AVMANE 400 STE F01 IOSPECTOIL N114 $ TO OE WT O IT Ael APPRYD I4F0 CO. a TO R II4S SY AN OMNI) OI3AUiY *NITRO. AODIOY - PPM W12 STAMPS TO 66 COP AYEA VANE ENO TRUSSES TO HAK KRT. wf)1SDt$ 5tniD B14.40161f • 14' 0.a FOR BOMB ATTAOWIT. APP YO HUNGERS TO K U • AU. CONEC1t6NS 601. 040110 OF MUSKS TOR 14(10 OPT OF NON -BAG WITS r/ SWUM $7C OR CO. Mal TRUSS 70 R OACO!IMLY GRACED moo MOSE EACH MAY TO Tip PLATE. 0 • R MO( Ch G1 341•-01 20T70M CHORD • NE) SPA! (OR • .d j O'w6.L M- t'• . �- AU 6.DT1.1 aj - r DE UV0 1�G731t r�esQ, tat-lo4 e'. vI -' (� WatlS.Ij�n ,../vaw UN LAS 1 s's . iO1' o1Theet' 1•W, CITY OF TUKWILA APPROVED JUN 2 1 1990 BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 1 11990 PERMIT CENTER R um =A ammis • • • • WINDOWS DOORS • FACED INSULATION CAULKING AND SEALING OF JOINTS AND PENETRATIONS RECESSED LIGHTS ELECTRICAL OUTLETS HEATING SYSTEM DUCTS FIREPLACES TARGET AIR CHANGE RATE = .35 natural air changes per hour. WOOD STOVES EXHAUST FANS INDOOR AIR QUALITY STANDARD AIR LEAKAGE CONTROL PACKAGE DESIGN SPECIFICATIONS PRESCRIPTIVE MEASURES Tested infiltration rates: .3 cfm/lin ft sash or less Test standard: ANSI/ASTM E283 -73 @ 25 mph windspeed. Tested infiltration rates: swinging doors: .2 cfm/lin ft crack sliding doors: .25 cfm/ft Test standard: ANSI/ASTM E238 -73 @ 25 mph windspeed. Flanges must be lopped and stapled to interior stud or joist surface. At mudsill; @ window /door rough openings; @ exterior wall sole plates; @ rim joist seams; @ utility penetrations in walls, floors, ceilings; ceiling joints and penetrations. No recessed lights in vaults. In flat ceilings. I.C. (insulative cover) -rated units are allowed @1/400 ft2 of ceiling. Sealed with gaskets er othtr approved the -rated sealing technique. Sealed at all joints and seams. R -11 insulation in unheated spaces. Tight - fitting doors; outside combustion air supply directly to the firebox; tight - fitting, accessible damper. 6 in outside combustion air intake direct to firebox; tightfitting, accessible damper. Bath fans @ 50 cfm minimum and kitchen fans @ 100 cfm minimum; back draft dampers, timers or dehumidistat controls. Structural component formaldehyde standards; radon mitigation preparation; ventilation syste with or without heat recovery. See Super GOO • . - r 3.9 and 3.10 and ' .1 • .4.■G0 0644 U 4A F t Fitt. EXl•JOR `'`` `.MR R Mit.oW-GRr+OB rim �e1tt1 VLN'ION EXTERIOR PLACEMENT INSET SLAB PERIMETER INSULATION MoiefoRe. DeNfkRIBR FIGURE 4.8 Below -Grade Wall / Slab Perimeter Insulation INTERIOR PLACEMENT MOI61URE. WARIER THERMAL STORAGE FIGURE 4.A Monolithic Slab Insulation PRE rREAYEV I30111bM WAU. MATE t I ?LL&rE. Ai1D B £:t :gE11 B AIR TIGHTNESS CHARACTERISTICS In passive solar and sun-tempered designs and in homes which use radiant slab heating, the slab provides heat storage and is an integral Dart of the heating system. In these instances, full under -slab insulation is recotnmendei. R-19 Wall OPTIONAL FRAMING AND INSULATION MOM L L. Ir15U LATlor�l K-! I PDS rare L.4%, 1 fh. F' oR a p.F40 R-e5 Ft71t.• 160C.YAN URATS (I Sealing Windows At Rough Opening Wit p.- fi Pty t 5A54 Floors Over Unheated Crawispaces M o I4rUIZ• C.hI ;.RI 6s R PLYWOOD FLOOR T rd OVID 4s N(7 Pi:04000 LOOK v 4 POIA4OA'rloF P40t■6f EINPAI >r>+ro eP P6GK clatt•INC, 4J ILSD ro EXPO (°J6M14 Roof 514EATN I IJ4 IJAf U!D To 2 x (• opt 2% t3 RA FrERS oN for of cecKI NG& Basement Wall I Floor Insulation INTERIOR BATTS GJI I.t. 5E/k1.• Basement Wall I Floor Insulation EXTERIOR PLACEMENT Flat Ceiling Options • 91 ALL 4,444.4 PRovor t A.t e4 p T• PP Ev l[> :14v4a • ON I ito.ftri WO To P4 INAL <rr14 FRE4 i'c,W t.ATleart • no Qrwuctyyr.o•t• TIPS •b pc a 4firs ■,Y t *nt•1•19111t RA MIA c.Or+OS tb WA• .MrtwcT Ice • oo TO '.w; V92 LAtic 1 bob T10 Igo 44 Le R bt,Or•1t4.i$ •w dr Methods for BafflIna at Eaves to Allow Air `Ja iti!at'cn over Insulation B RECEIVED CITY OF TUKWILA JUN 1 1 1990 PERMIT CENTER Typical Vaulted Ceiling resEEN ED E.AvS vtENr' P1.YW000 sttEat'N it1Cs k i n + NI4 NSITY ONfir IIJ6uvoloN 11:7 R•38 . 3• PERM vAroR 15AV,I AIr UNPV.R5100 of RAFISRO c7b ! hv 4 V I* I.L.S Vaulted Ceiling Ventilation SKIP SHEATHING Noon SNINGL. o,J Ix NAI1,SR STRIPS H I 11. oet+5 I1Y alsrr INwI.ArIOIJ eorviesti RAtsrtat5 VA,bR SAARIER DRY HlALL. FUU.,14F.ATNEPraftztfrIr4C, 't'fa1z�5Hcn.0 SEP.LEO Features Of An Energy Efficient Door N EAVER oPrloN't -f D R IG R D � 4vt,Af 14 -- .3/ 1Cv4IGa NE kveR. -- Cox iliafroerk (rlor grdoWN ) R -19 Wall TYPICAL FRAMING AND INSULATION WALL. 11*I6UL.A11011 oprlor � 6• o 1;P � rove. %APO& IlAIMNER —R -11q FlbBRGLAr'+'rs a rr UNFA4sr)) 1 4. MIL. ►• RVeR NE VAPOR ^ UN t �M'r' VA?bp. Eb#∎R LEFt. PAltJT ON DRYW■t.t.. I I I I I I I I I IIll 1 l�lllllllLlllrIII�IIIIt� 1 lI�1lIt1It11� , I1� , Ilirr i II1I1111111111 . 11111111111111 1 „ II 11 I Z 3 /'. t. ' 6! I ,o.18 �� w