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HomeMy WebLinkAboutPermit 5504 - Devaney Construction - Tenant ImprovementCITY OF TUKWILA Building Division,' 6200 Southcenter'$oulevard Tukwila, Washington 98188 (206) 433-i10; 1510 BUILDING PERMIT Work to be done T.I. Site Address 14805 INTER!JRRAN AVFNIIF S Building Use OFFLCF Property Owner J.R. & MARY OFVANFY Address 18621 116TH S F Contractor ,1_R_ OFVANFY CO Address 18621 116TH S FOR BUILDING PERMIT ONLY ** PERMIT # .S $--) Control # 88 -351 (513) Suite # Tenant 0 g_ DEVANEY CONSTRUCTTON Assessors Account # 359700- 0440 -01 Phone # 277 -0226 RENTON, WA 3.iRfFV2 L1M3 RENTON Approved for Issuance By: S Ft. Sq. • sTtr. Office Starehorhges e WOcc. ous Retail Other, Load Auu4 ,'7 n• 3rd F1. Total Fire Protection: ❑ Sprinklers E3 Detectors Zoning e,-R Type of Construction Special Conditions FUR SIGN PERMIT ONLY Phone # Zip 9$2770226 p 98058 . ` /� Date ��e Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st Fl. 2nd F1. other other Total Valuation of Construction Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt #4,P Receipt # .-`}L.,,; Receipt # Receipt # 48c7 Receipt # Receipt # S $ S E S 8,000 99.00 S S S 64.00 3.50 $ 166.50 * *PRIOR TO SIGN -OFF OF THIS PERMIT, THE LANDSCAPE IRRIGATION MAST BE INSTALLED ANU F-INAL SIGN -OFF OF THE SYTEM BY THE Hill TTY mscorrme nPrAT ,ED, Permanent ❑ Temporary ❑ Single Face ❑ Double Face [] Wall Mounted [( Free Standing Building face Setbacks: Front Side Square Footage of each sign face Special Conditions ❑ Other Side Rear Total square footage of sign THIS PERMII BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF ABANOONEU FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT l HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT VIOLATE _ljih_ CANCEL THE APROVJSi(ONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR )r Signed]1L � eJ� 1 LICENSED CONTRACTORS DECLARATION 1 hereby affirm that 1 ed� Provi ions f h� ass and Professions Code. and my license is in full force and effect. Date !, —1r� CONSTRUCTION OR MORK IS SUSPENDED OR ALL PROVISIONS OF LAWS ANU ORDINANCES ONES NOT PRESUME TO GIVE AUTHORITY TO THE PERFORMANCE OF CONSTRUCTION. Date �1"/.3 —J! Contractor (signature)77_ OWNER- BUILDER DECLARATION rY , , .. ,.f tha nrnn.rty_ nr my emolovees. with wanes as their sole co oensatlon. will d0 the work, and the structure Is not intended or f .'4 CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - ISNP9 BUILDING PERMIT 'ork to be done T.I. ite Address 14805 INTFRURRAN AVFNIIF c uite enant__ .T R nEVANI:Y CONSTRIIrTTnN uilding Use OFFICE Assessors Account # 35#9700 - 044041 1_ roperty Owner .R. A MARY i ANFY Phone 277 -0226 Address 1R621 116SH c F RENTON, WA Zip ontractor ,1.8_ ❑FVANFY �Q 3JBDEV211M3 Phone # Address 14621 116T4 S E r 1 a, I ip 98038 Approved for Issuance By:/ OR BUILDING PERMIT ONLY ' /��o r_ /, �` j ,c;)(; pate: -2 %-7 ,Yff PERMIT # Sc?,) g/ ** Control # 88 -351 (513) S Ft. Sq. I L FT. Office Storage/ e M•rehOcc. o us Retail Other, Load diF 13:2 n. . "3rd Fl. Total Fire Protection: J Sprinklers ® Detectors Zoning C ,- Type of Construction Special Conditions * *PRIOR TO SIGN -OFF OF THIS PERMIT, THE LANDSCAPE IRRIGATION MUST BE IN�1At1:tD ANu FINAL SIGN -OFF OF THE SY1IEM BY THE UTII TTY iNCPV TFIR nPTAT Fees sq. ft. @ 1st F1. sq. ft. @ 2nd Fl. $ sq. ft. @ other S sq. ft. @ other S Total Valuation of Construction $ 8,000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt # $ gg_00 Receipt # ` Y ^0 $_ 64_nn Receipt # Receipt # 6isC7 E Receipt # S Receipt # S 3.50 E 166.50 BUR SIGN PERMIT ONLY C1 Permanent C3 Temporary 0 Single Face [] Double Face [] Wall Mounted (] Free Standing (] Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL ANU VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR MURK IS ', SPENDED OR ABANDONLU fug A PERIOD OF 180 DAYS At ANY TIME AFTER WORK I5 COMMENCED. 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANU ORDINANCES GOVERNING THIS TYPE Of WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AuTHORITY TO VIOLATE , $ ,•CANCEL THE APROW )S/ONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Date ical — /3 -..11 LICENSED CONTRACTORS DECLARATION Ions he Business and Professions Code, and my license is in full force and effect. Date 111 Signed__ I hereby affirm that 1 ed under proel Contractor (signature) . - OWNER- BUILDER DECLARATION X) 1, as owner of the property. or ■y employees. with wages as their sole compensation. will do the work, and the structur, is not in'ended offered for sale. ( ) 1, at owner of t erty, am e■cl ively contracting with licensed Owner Isigniture) _ si��d•� ---- contractor's to construct the project. f/ Date /•'2". .! . Q. _ or CITY Of TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) -433 -1849 BUILVING PERMIT APPLICAr Site Address 14805 Interurban Ave. So. Control / n35J Suite# Floor# Project Name /Tenant e• J-,g, ve,va'1�.'� a ' urL Valuation of Construction $8,000. (remo eMsessors Account# 359700- 0440 -01 Property Owner J.B. & Mary DeVaney Phone 277 -0226 Address 18621 116th . S : E. Renton Zip 98058 Applicant J.B. DeVaney Phone 277-0226 Address 18621 116th S.E. Renton, WA Zip 98058 Architect /Engineer Robert A. Zanoni (Zanoni & Associates)Phone 839 -2360 Address 840 21st St. S.E. Auburn, WA Zip98002 License# JB- DEV -211M3 Phone 277 -0226 Contractor J.B. DeVaney Co. Address 18621 116th S.E. Renton, WA Zip 98058 Class of Work: El New fj Addition 0 Tenant Improvement El Remodel (residential) [] Reroof D Demolition © Interior Demolition ® Other improve exterior Describe work to be done EXISTING STRUCTURE - Remodel Type of Const. (UBC) Occ. Group (UBC) Square footage of entire building 2,300 approx Square footage of tenant space Building Use Office & Construction Equip /Mat Will there be a change of use? Yes [] No If yes, describe change of use, including square footages of changed areas 2,300. 11 Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? [] Yes xa No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWN'R Applicant /Authorized Agent (signature) S AUTHORIZATION 0 DO THIS WORK. JAI' % Date June 13/ 1988 (print name) i'f. B. DeVaney Contact Person (please print) Jim or Mary DeVaney Phone 277 -0226 OFFICE USE ONLY VevnOn - FEES: Building Permit Fee (000/322.100) $ Receipt# 6 Date Paid_ ),,-/_3--A gq,00 Plan Check Fee (000/345.830) j, )Q Receipt# Date Paid /U c.7-5 Bldg Code Sur Charge (000/386.904) 3.50 Receipt# 4-y(.7 Date Paid /:2_ /3 _ i Energy Sur Charge* (000/386.907) Receipt# Date Paid Other ( ) Receipt# Date Paid *New construction only TOTAL (OWES: $ /U �,./..7 d ) ...-.1i SQUARE FOOTAGE /BUILDING USE INFORMATION S uare Footage of Entir Building: FLOOR USE /Occ Type SQ.FT. MU LOAD USE /Occ TYPE SQ.FT.LOAD USE /Occ TVQ SOFT, OCC TOTAL SO.FT. TOTAL OCC.,, • TOTAL r.r 6 .-,,. -• .,, TRACKING D.. T. DATE IN DATE GUT COMMENTS BLDG l/-a- " Approved for Issuance ype of onst. To Mahan: Date Approved: 11?-i2-1516 Approved (Initials) Per letter dated �j -l5 ..'gV FIRE /'' ii-(S$a II '� -� Fire Protection : }3f,0, ,grip :ldrs Detectors / %� PLNG I /�li 1 /fig &pprovel nit a s ilf OR,f; • :A' • L''' a IN Zo ning ,- Se bac s: N S E W Parking stal l s requi red for.;,. Site '4- Tenant Space Parking stalls provibed:• ' • Site Tenant Space �,t�� '��(�y8J'jv� ITIONAL PARKING` STALLS REQUIRED: \1` 1 % 'b P 7Z �k Dl!1, F bahl <4 ,p 73•P. 6v�9l.1c > xt ...... AS....•. ,..1 ! T...4.; ..l e. 1 Dar 1Attar /n1 an' (iatPd CITY OF TUKWILA Building fitment 6300 Sout �er Boulevard Tukwila, W 98188 (206) 431 -3670 id A:NM:Y-0M INSPECTI RECORD PERMIT # O t Date Cfr I 61— ( O Type of Inspection VO1 1 oW - U47 Date Wanted a' VI- qO Site Address Requestor Special Instructions 4% 05 1 -3/1 r Ufban -Pt Projec Phone # a.m. • a Inspection Results /Comments: r! .J��i_ / / .._..__ •..._... f, .-,.._._._. rg .: e ' i.�-7�.. r-- .._....... 36-_0 .'1 ........._. 4.4 _ ,47.1, "- 4._.....vet. te-e.i732� .._.Covl� ......_..... _ _.. _ -_ /op 14?....._..._.(.41 or-e' e.s.c..i?sa CITY OF T WILA Buildil►lartment 6300'So enter Boulevard. Tukwila, WA 98188 (206) 431 -3670 Type of Inspection • /^t v it!k Y:�"rl.•v:f v +17> 11' #� +KiJ� t �'!0/ll'.: W1'C..'ib 6 ' :It V. INSPEC N RECORD PERMIT # ,•. Date 6.'":,---/e-/-.<7> Date Wanted t Site Address / 4 / e ' ) (7 Requestor Phone # Special Instructions Wi!' �r � -._ ':ice/'••`) Project ; /- Lem:� p.m. Inspection Results /Comments: . •:> ..• . CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions kt.d,,(2a.Y/L2iY4 INSPECTION RECORD 3 —a' — q.�,ss1 -�i A Date Wanted +5? 1 T '`'`°3."3.0m p.m. 5- Project Phone # ? 7 7 -0 C PERMIT # Date Inspection Results /Comments: 52� ^� CITY OF TUKWILA Building Division 6200 Southcantor Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection /;C 14/ Ora!) Site Address /74 was-- /e7 .168v a SD. Requestor /0'it/ iJeU•,zn Special Instructions INSPECTTN RECORD PERMIT # 56-6V Date 3`/Sf F7 Date Wanted Project Phone # .m. Inspection Results /Comments: -/-//44# / A/c-- 11 / c) iO rat CITY OF TUKWILA Building Division Tukwila, Washlnat n Boulevard 98188 .(206) 433 -1849 INSPECiN RECORD PERMIT # (5-04i Date Type of Inspection 1,6 "(we/ 494- Date Wanted /4— Site Address /4/ S" nleVtey 44, 41,4 Project ),73 _ ✓ �� Requestor Phone # — Csi7 14, / Special Instructions s i"YQ'c%y% "2164) 11 /eV/ 4.41/ite ima Inspection Results /Comments: /(/f% 4r- jA,.G, dy' /.11liw► /7F ,L Ac.PsA Cit y f Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor July 22, 1988 J.B. & Mary DeVaney 18621 116th Ave. S.E. Renton, WA 98058 y Attn: Mary Devaney Re: Building Permit Process Dear Ms. Devaney: Per our telephone conversation today I am returning your building permit application as it is not necessary at this time. After the Planning Commission (Board of Architectural Review) has approved your project you may submit for building permit. The following materials will be required: 1. Completed Building Permit Application. 2. Plan Check Fee of $64.00. 3. Two sets of construction drawings (refer to Tenant Improvement. Requirements handout for submission requirements). If you should have any questions, please don't hesitate to contact me at 433 - 1851. My business card is enclosed. Sincerely, ete-a2 /10at.u.e Becky L. Davis Permit Coordinator w, City of Tukwila 6200 Southcenter Boulevard p Tukwila Washington 98188 2 (206) 433 -1800 Gary 1. VanDusen, Mayor • MEMORANDUM TO File`:. #.5504: ' JB Devanney FROM Becky Davis, Permit Coordinator DATE: ` January 13, 1989 SUBJECT: Revision of exterior wall covering. Per the attached notes from Vernon Umetsu they propose to change they vinyl siding to cedar. This has been approved by the Planning Department. The revision is approved by the Building Division as the building is rated type V -N (per Bob Benidicto). I contacted DeDevanney on 1- 13 -88. C 5.71.:7) 47:e4. 471-' C4C.C/ T o ".� 4 02,` /kc?C"e f r r .THF_ FOLLOWING COMMENTS APPLY .TO AND BECOME PART OF THE APPROVED PLANS UNDER TL W I LA BUILDING PERMIT: NUMBER .. � � .»_ • 1. No changed will be made to plans unless approved by Architect and Tukwi. l a' Bui l di ng Department. Plumbing permit to be obtained through King County Health Department and plumbing will be inspected by that agency (including all gas piping) . 0. Electrical work to be inspected by State ' El, ectri cal Inspectors and all 'required electrical permits obtai. ned : through : that agency, mechanical worEr, to be Under separate permit. 4.IF 011. ..,per.m;i ts -. to be .posted, at Job site prior :'ron3truction. start of any ▪ Readily accessible access to roof mounted equipment required. ▪ All : construction to be done in conformance with approved 'plans . and requirements of the Uniform Building Code (1995 Edition),'Uniform Mechanical Code (1985 Edition) , Washington "State Energy Code (1986 Edition), and Washington State Regulations for Barrier Free Facility (i986 Edition). TO: FROM: DATE: SUBJECT: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary L. VanDusen, Mayor MEMORANDUM Ross Earnst, Director Of Public Works Ron Cameron, City Engineer December 12, 1988 DeVaney Interurban Avenue Southwest Sidewalk Requirement Section 11.64.010 allows a certificate of occupancy for new construction to be issued without sidewalk construction if the applicant has made alternate arrangements with the Public Works Department and they are approved by the Planning Director. I recommend "stretching" this section to allow DeVaney's permits to be issued immediately for the following reasons: 1. Interurban is scheduled for construction - with sidewalks between 1991 -1993 and Mr. DeVaney has agreed to pay for proportionate (per foot) sidewalk costs at the time of construction. 2. Construction of sidewalk now (which Mr. DeVaney will do) would result in a possible traffic obstacle as the full street improvement is not there. 3. His agreement provides for the sidewalk improvement meeting the Tukwila Municipal Code purpose and intent. 4. The "waive" portion of this TMC section appears to be for relieving a property owner of the construction responsibility which is not occuring in this case - Mr. DeVaney agrees to providing a sidewalk. I explained this to Mr. DeVaney and that he should be able to pick up permits Monday with a sidewalk agreement revision of proportion cost share when Interurban Avenue is constructed. He will initial a sentence saying he will pay the City for sidewalk costs of the future City project. RC /kjr CC VernonaUinetat City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433.1800 Gary L. VanDusen, Mayor November.18, 1988 J.B. DeVaney Co. 18621 116th Ave. S.E. Renton, WA 98058 Re: JB DeVaney Co. Tenant Improvement (88 -351) Dear Ms DeVaney: This is a follow -up to our conversation yesterday regarding the Planning Department's requirement to install a landscape irrigation system as a condition of the building permit. Prior to the building permit being signed -off for final inspection, which authorizes occupancy of the building, the landscape irrigation system must be installed and inspected by the utility inspector. Enclosed is a utility permit application which needs to be completed and returned to the Building Division with four (4) copies of your landscape irrigation system plan. Public Works will then review your plans and send you a letter notifying you that a permit is required. I will then prepare your permit which you will need to obtain prior to any installation of the landscape irrigation system. If you should have any questions, please don't hesitate to contact me at 433 -1851. Sincerely, Becky L. Davis Permit Coordinator Attachment cc: Moira Bradshaw, Associate Planner Phil Fraser, Senior Engineer SIDEWALK AGTMENT THIS INSTRUMENT, executed this date in favor of the City of Tukwila, a municipal corporation ( "City ") by the UNDERSIGNED OWNERS of the within described property ( "Owners "): WITNESSETH 1. WHEREAS, Owners warrant to the City that they are persons owning a fee - simple interest or having substantial beneficial interest in the following described real property located in the Tukwila, King County, Washington ( "Property "): LEGAL DESCRIPTION ATTACHED 2. WHEREAS, Owners warrant to the City that their interest in the Property includes full power to enter into agreements and covenants which will run with the land, and 3. WHEREAS, Owners have made application to the City for one or more, and use, development or building permits, or subdivisions of land, all as iden- tified in Planning Department File No. for proposed develop- ment of the Property, and 4. WHEREAS, the proposed development by Owners will require addi- tional public improvements or services which will benefit the Property, and 5. WHEREAS, the City could, under the circumstances and pursuant to Ordinance No. 1158, as amended by Ordinance Nos. 1217 and 1233, require present construction or contribution toward construction by the undersigned of the following specific public improvement as one of the conditions of approval of said development permit or land subdivision: NOW,. THEREFORE, Owners hereby covenant, bargain and agree on behalf of themselves, their heirs, successors and assigns, that if the City grants the permit or other land use approval for which application has been made by Owners:. 1. In the event such sidewalk improvement should be ordered by the City pursuant to the creation of a local improvement district, the Owners understand that the determination of benefit received and calculation of the assessment for the real property herein described may be adjusted to account for any sidewalk improvements contributed by the Owners prior to the formation of the local improvement district, having general benefit to the district. 2. In the event that sidewalk improvements should be ordered by the City pursuant to the creation of a local improvement district, the Owners agree to defend and save harmless the City of Tukwila to any loss, damage or delay suffered by the City as a result of any protest to the formulation of such improvement district, filed by or on behalf of the then owner of the real pro- perty described herein. 3. Nothing herein shall be considered as limiting the right of the Owners, pursuant to the provisions and procedures of RCW 35.44.080, to object to the amount of the assessment then proposed to be levied against said real property. 4. Nothing herein shall be considered as in any way limiting the authority of the City of Tukwila to determine the necessity for public improve- ments nor the manner or method of providing the cost of construction of same. 5. In lieu of the provisions of ragraphs 1 through 4 above, at such `ime in the future as said sidewalk publi W,.provement is determined by the City o be needed and is ordered by the City to e constructed. Owners will not oppose the ordered improvement. The Owners shall furnish Plans and spedifica- tions designed in accordance with requirements of the Tukwila Municipal code and the Public Works Department for said project at their sole expense. Upon review and approval of said plans and specifications by the City of Tukwila Public Works Department, the Owners shall construct said sidewalk improvement and shall provide upon completion of said improvement the final document requirements to the .public Works Department of the City of Tukwila in accordance with the Tukwila Municipal Code (i.e., as- builts, plans, etc.) 6. If the construction of said sidewalk improvement has not been substantially completed within twelve (12) months from the date that the City gave Owners the order to construct the improvements, the City shall have the right to complete said construction. Owners shall reimburse City for all labor, material and other costs incurred in such work. 7. This Agreement shall be recorded in the records of King County and the convenants hereof shall be deemed to attached to and run with the Property and shall be binding upon the Owners, their heirs, successors and assigns, and shall apply to after - acquired title of the Owners of the Property. 8. This Agreement shall be amended or modified by agreement between the Owners and the City; provided such amended agreement shall be approved by the legislative authority of the City. Nothing in this Agrewement shall prevent the City Council from making such further amendments to any ordinance, including the Zoning Ordinance, as it may deem necessary in the public interest. 9. This Agreement is made for the benefit of the city and for the ;benefit of the Owners of property within 300 feet of the property, and either the City or any such property owner may institute and prosecute any proceeding at law or in equity to enforce this Agreement. ''AA,,, ) 10. Mary DeVaney and J.B. DeVaney _ aney agree to reimburse the City for their 10 proportionate share of any sidewalk/frontal a City street improvements. 11. It is further expressly agre that in the event any covenant or Uedition or restriction hereinabove cont '3 or any portion thereof is invalid .n void, such invalidity or voidness shall ,I no way effect any other convenant, condition, or restriction hereinabove contained. DATED THIS 23 DAY OF November OWNERS: J.B. DeVaney , 19 88 • The foregoing Agreement is accepted by the City of Tukwila this day of , 19 CITY OF TUKWILA Mayor, City of Tukwila STATE OF 'WASHINGTON) )ss COUNTY OF KING ) On this day personally appeared before me Mary DeVaney to.be known to be the parties described in and who executed the within SIOEWALK 'AGREEMENT and acknowledged that he /she signed and sealed the same as his /her free and voluntary act and deed for the uses and purposes therein.mentioned. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS 23rd OF NOVEMBER , 19 88 STATE. OF WASHINGTON) )ss COUNTY OF KING ) and to be known to be the and of the CITY OF TUKWILA, the corporation that executed the within and foregoing SIDEWALK AGREEMENT and acknowledged said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that they were authorized to execute said instrument. DAY Notary Public in and for the State of Washington, residing at On this day personally appeared before me GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS . DAY OF , 19 (SIDEWK.FM SIDEWK.FM2) M.12 Notary Public in and for the State of Washington, residing at 14805 INTERURBAN AVE S. ** *EXHIBIT "A' 8804190207 That portion of Tracts 22 and 23, Interurban Addition to Seattle, according to the plat thereof recorded in Volume 10 of Plats, page 55, in King County, Washington, and of vacated River Street lying between said tracts, described as follows: Beginning at the intersection of the easterly projection of the north line of said Tract 22 with the southwesterly line of Interurban Avenue ae condemned in King County Superior Court Cause 'No, 109001; thence southeasterly along the southwesterly line of said avenue, '190 feet; thence eouthweeterly at right angles to said avenue, 125 feet; thence southeasterly parallel to said avenue, 30 feet; thence eouthweeterly at right angles to said avenue, 25 feet; ti thence northwesterly parallel to the southwesterly line of said 0 avenue to the north line of said Tract 22; thence easterly to the point of beginning; EXCEPT that portion lying northerly of the following described line: Z1 rl Beginning at a point on the west line of vacated River Street which, er is 20 feet southerly of the.eaeterly'projection of the north line of Tract 22; OD thence easterly parallel with said north line to the southwesterly OD .line of Interurban Avenue and the terminus of this line description. SUBJECT TO: (1) RESTRICTIONS CONTAINED IN INSTRUMENT RECORDED JANUARY 24, 1978 UNDER KING COUNTY RECORDING NUMBER 7801240993. (2) RELEASE OF DAMAGE AGREEMENTS DATED NOVEMBER 10, 1962 AND JULY 31, 1964 UNDER. KING COUNTY RECORDING NUMBERS 5514912 AND 5772052. (3) TELEPHONE BOOTH ON SOUTHEASTERLY PORTION OF THE PROPERTY. (4) ROCKERY ENCROACHING ONTO SOUTHWESTERLY PORTION OF THE PROPERTY. (5) RIGHT, IF ANY, FOR VEHICLES TO CROSS SOUTHERLY PORTION OF THE PROPERTY TO PARK AND GAIN ACCESS TO PROPERTY ADJACENT TO SOUTHERLY LINE OF THE PROPERTY. ** *END OF EXHIBIT "A " * ** TO: FROM: -� /1,0) DATE: -0q3-86' SUBJECT: (6,01_1,0(2.1_4a, City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (2081 433 -1800 Gary L. VanDusen, Mayor MEMORANDUM r/6 .3 S - ,e5/ : 0e44, - r.ne e Lai It /i(k. e uU acday . 1.. —Le lid Ow ...._ /.:ll ro.• 146c, G,ubd..,ba- i ('& J ,7211 00.4'a n rimr,t,iv,/pt..d. . den. eb d 1 q - he Ls1424i2J/1 NN4 • rC 0.40 ..... • . ZbeSVWWWIlibibbAbb ................... tA...bwwwwwww, tedtb")..41.bt • i( City of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 CITY OF TUKWILA PLANNING COMMISSION JULY 28, 1988 The meeting was called to order at 8:00 p.m. by Mr. Coplen, Chairman. Members present were Messrs. Coplen, Kirsop, Cagle, Haggerton, Knudson and Hamilton. Representing the staff were Jack Pace, Vernon Umetsu, and Joanne Johnson. MINUTES MR. HAGGERTON MOVED THAT THE JUNE 23, 1988 MINUTES BE APPROVED AS WRITTEN. MR. KIRSOP SECONDED THE MOTION WHICH PASSED UNANIMOU- SLY. Mr. Coplen briefly reviewed the basic concept of the Planning Commission in the City of Tukwila and how it is structured. 88 -6 -DR: DEVANEY TENANT IMPROVEMENT Request for design review of planned renovation of an existing 2,304 square foot one -story building at 14805 Interurban Avenue South. Vernon Umetsu, Associate Planner, reviewed the project, pointing out an amendment to Attachment "B" ELEVATIONS of the staff report. He stated that the Planning Department recommends approval subject to the conditions as stated in the staff report. Mr. Jim DeVaney, 18521 115th S.E., Renton, stated he was in agreement with the staff report. Discussion ensued on the proposal. MR. HAGGERTON MOVED THAT BASED ON THE FINDINGS AND CONCLUSIONS OF THE STAFF REPORT THAT THE SUBJECT PROJECT, 88 -6 -DR DEVANEY TENANT IMPROVEMENT, BE APPROVED SUBJECT TO CONDITIONS 1, 2 AND 3 AS SPECIFIED IN THE STAFF REPORT: 1. Provision of a developer's agreement to provide a sidewalk upon reconstruction of Interurban Avenue, at no cost to the City. City o f Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor November 16, 1988 Fire Department Review Control Number 88 -351 Re: J.B. Devaney Construction - 14805 Interurban Avenue South, Tukwila, Wa. Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher should be of the "all. purpose" (2A, 20 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (NFPA 10,3 -1.1) (UFC 10.301) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinents, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Page number 2 a Gary L. VanDusen, Mayor indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UFC 12.114a & 12.114b) Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.113a) 3. Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72A, 1 -2.2 & NFPA 72E) (UFC 10.301) All modifications to fire alarm systems shall have the written approval of the Tukwila Fire Department. No work shall commence without approved drawings. (City Ordinance #1327) (UFC 10.301) Key box - When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life - saving or fire - fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (UFC 10.209) 4. If the building is to be used for the storage of high -piled combustible material (as defined in UFC, Sec. 9.110); automatic fire - extinguishing systems, smoke - removal systems, fire protection and fire separations are required per Uniform Fire Code - Article 81. Your street address must be conspicuously posted on City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor All required occupancy separations, area separation.,. walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced . when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) This review limited to speculative tenant space only special fire permits may be necessary depending on detailed description of intended use. cc: ,T.F.D. file nod ORDINANCE COMPLIANCE CHECKLIST Sheet ) OF Project: 3 .?j.1 ]A� 006 - Ruct UN - CFFGES File # f —?51 i4Q � cl_za7 Zra 1. OCCUPANCY GROUP:fj(6t%Ncl = 13-1 ROVt$ P C 4AIK1 . To sZ �K 2. TYPE OF CONSTRUCTION: �%!.l C A1JC1E. NO g: 3. LOCATION ON PROPERTY: Q, K1 _ ROP ED L) - EL'J5. 4. BLDG.HT./ NO of STORIES: t L1 <-57121 I.I, G , 5. FLOOR AREA: .VAtcattci £,oh -ATioci = 2304 66.E - 1Pia2ppc6E1) LSS tL) U- VerAA I N 1 'AM Oc.�E L- -- oral- wit. 4 curq Li2)00,4644,:p .99-s-42 IOFFic LIGE- 1113 --i-top/sroqemsc,, I.% # 6. OCCUPANT LOAD: oFF, *I OFF *Z 2- Cal5Tt2 off, Z, iF1 ,fogi 1 DETAILED REQUIREMENTS:` ' --= Occupancy 'V1ffii4 ofF 4 Type of Construction N.G4ETGiciP Exiting�� c i1(� LbAo) di- IT (cti t fkATOI.,":5;06)01.5 Ir1TZ ' l'41 BOIL Code Regulations Engineering Regs. & Regmts. 0/Compliance iance w/ W.S. E.C.0I K r � W �I IIICi Ire (..f�l?�ipilal 1 6 - /Amp & c6 ,/, -pv6 ,P sr4NcE firq Compliance w/ Chapter 51 -10 W.A.C. 0146 r .M b C: Oi44 L • -- 01 K. NOTES: ZANONI &C SSOCIATES building designers 840 21st STREET SOUTHEAST AUBURN, WASHINGTON 98002 (208) 939 -1111 839.2380 OCTOBER 26, 1988 JOB NO. 88036 J.B. DEVANEY CONSTRUCTION TENANT IMPROVEMENTS OF EXISTING AUTO REBUILD BUILDING INTO CONSTRUCTION COMPANY OFFICE, SHOP AND WAREHOUSE, PLUS RENTAL OFFICES (2) FRONTING ON INTERURBAN, TUKWILA, WASHINGTON. THE EXISTING BUILDING IS A COMBINATION OF 8" C.M.U., FRAMED WALLS, 4X4 RECTANGULAR STEEL TUBE VERTICAL MULLIONS @ FRONT WITH SINGLE PANED GLASS PANELS, TYPICALLY USED IN THE OLDER STYLE GAS STATIONS. THE ROOF ALSO A COMBINATION OF 3" T & G DECKING OVER GLU LAM BEAMS ON LOWER ROOF AND JOIST AND PLYWOOD WITH PURLINS @ HIGHER ROOF AREAS. WE INTEND AS SHOWN ON DRAWINGS TO BASICALLY REMOVE ALL NON LOAD BEARING WALLS IN FRONT PORTION OF BUILDING AND RE -WORK THE FRONT AND SIDE WALLS. WE WILL LEAVE IN EXISTING 4X4 VERTICAL MULLIONS @ CORNERS AND FILL IN WITH STANDARD 2X6 H/F #2 @16" O /C, 15/32" PLYWOOD SHEATHING, 15LB FELT, SIDING WITH INTERIOR FINISH TO BE 5/8" TYPE "X" G.W.B. TAPE AND TEXTURED. AT C.M.U. WALLS WE PROPOSE TO FUR WITH 1 "X4" WHITE WOOD PRESSURE TREATED @24" O /C, PLACE R MAX 3/4" IN CAVITY AND 15LB FELT AND SIDING. ALL THIS TO MAINTAIN UNIFORMITY OF EXTERIOR WITH ALUMINUM WINDOW FRAMES AND CLASS 60 GLAZING. ALL EXTERIOR DOORS (MAN) SHALL BE STEEL INSULATED. IN THIS TENANT IMPROVEMENT WE ARE IMPROVING THE EXTERIOR AND INTERIOR AND THERMALLY IMPROVING BUILDING TO CHAPTER 6 APPROACH TO THE WASHINGTON STATE ENERGY CODE. WALLS @ HEATED OR OFFICE AREAS R -19, CEILING TO R -30. WE HAVE PROVIDED AN EXISTING FLOOR PLAN AND A PROPOSED FLOOR PLAN TO INDICATE REMODELED AREAS AND AS IT IS A VERY SMALL BUILDING 2304 S.F., A KEY PLAN IS NOT NECESSARY. THE OCCUPANCY HAS OR WILL BE CHARGED FROM (4) HAZARDOUS TO (2) BUSINESS. I HOPE THIS BRIEF EXPLANATION WILL HELP TO CLARIFY OUR POSITION ON THIS IMPROVEMENT. IF THERE ARE ANY QUESTIONS PLEASE FEEL FREE TO CALL. THANK YOU ROBERT A. RAZ /maz ONI, F.A.I.B.D. • RECEIVED CITY OF 7UKWIL* OCT 2'71988 BUILDING NM rv- 1 h�. 30 q• 0 ya 7L > 0 2 /-J .e. r 7R uc% /-1,1>vvV67- wG "9'4'E74 r-oit. e...'r- P/9R cE'r- iciA /T. CVR1+i / ,J r — - -: , r._... wvmrr,! r.•... n✓ y—« t^....,. .+..n.....a......r+.,r�6:C'.'': ,'. ,.:u r�wewKc:t.,L + ?.u. '..r.y+MWYw.w t 30 .44). v mow.. c>✓ �1 y.� ' Z5 - 48 Qul c D iNG F /oog [L. zi CoNC12E76" twraIK�_ NOR7 -1 /E'eN 2 6-0 G? 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I ,1' PC '1 .-.%1" • 1:-: - i Re-.-cre, ,t-TZ, P. — 0 . . -4- . . 1 1Z- _.....: .1 former bathroom \c rflLi. 1V-0$ 2524z sF &Lt. OVOK. existing office area tqt-Vx 261.045F }<111- rrr 12)-c," NCMX '2k. V-XV.)11 1-1 * le) OVVX_ 42- MAO • CTO 1<talAILI ) EXISTING FLOOR PLAN 1 ,,,fp,;7‘ ',' ' ,--,-- . - -5." - - - - -.7 ": ' ':. - ' , . L -,•+,,,i' , ,,,,,,,11_,,,, - • I till! I III' 111111 1 1 1 1 11'1 '1" 1 1 1 1 1 1'1 1'1'1'1'1'1 Ll'ITI 1'1'1'1'1 _..... '; IF THIS MICROFILMED DOCUMENT IS LESS ..-1, CLEAR THAN THIS NOTICE, 1T IS DUE TO ,,,, I' = FLEXIBLE RULER -302AW IIPICONV,... '',.t.' I! THE QUALITY OF THE ORIGINAL DOCUMENT 'L . 0e 6Z BC LZ 9Z SZ 9Z Ea ZZ 1Z l',: 61 01 L,1 91 SI Vl El Z1 11 OL I,. . 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111,116LI 1111 I IIIIIIIIII .1111,1111a1,1111,1111.1111.1111,1111,1111.1111.111111111.1111.1111,111110 • 10°)( 10° H. existing repair area 2sLex-ello • 75o sr' 661/,H.Jo, HT IZioo •10 _ — _ • - - _ _ _ --- _•• _ Scale: 1/4" =- 1'-0" 0 ' 2 3 4 5 6 7 8 4. 0EHz 5. <wop TDIL:z co . 0‹ 61%04 ! 0 2 w z LI ¢ 0 ,.. E. 1"--: Cr us • . c 0 U j Z 1 1 w _ 0 —) .c. .Er) 0 LLI ,0 Cr iu 0 0 U3 tu 2 1- '1 a § 1- 0 W • •O 1 i I co cc c=3 < 0 • ,I az rde , cc .• ....:i El cc _ ... n!3 • 0 0 (,, „, ,„ .5. • .. 0:1 p ■ 0 u.. fifill LU cc -J cc • I 111 CC 1- I- 0 dral , z 0 • - g§ CI cc aidol •,E 0 El 1-1-1 x a C= o < c.„ . D ' , 0 < = 0 z oa © (.1.7) 111 2 x < o 0 u juJ ru-.) a cc < LL Q 0 a 1- E--: 1-.1 oa 0 < a. • .., ic.3 1 0 IJJ 2 a- z rx ie ,_ ,_ . 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SCALE: 1/4" =1' -0" i"A1,1,Ei1 v..c Ks 1Gt: fbc2kh a V eutcaES S .K.'QATE fl3 .M tT 04-1 G i2 1"rGt+ -1L 4a 31-4J.;4L1(0 ter' 21X41 HlP +''c�IU''•Tu /4 " rtA wJ, 15L-e, re�T +L uaG, -I'1 ; °i, 7W )L r •,01 Pt r - WUt'.K P41Jc r1 6,- t. • 1 TOILE'T 1I1 -I YINVL - rI-K I axt-i. FAN 1E12. u c. 706 V.T• o. OFFICE STORAGE 'JN'1L I - II! Gdx 131 -0"= 141.5 sF C ..At3 BAZS Prt& 0,411 5 WA sra-re • WORKSHOP GQ1JG, rL-f' 41e)- 221 x 201 -S "° 9.15.446F �5{4'Cle. "olc, WO2 f K-11. t. 51e 711r.S 0.) 5, APE • rpn11JKE C7YPIeM -) ;E11,IU6. H 1r" Z wi "GI.4 U k L- - 16," b Ft-Q7F TO c4.4, vtJJc .— 11 L 12) : - t,'I ) cc r 1Z7 P'0 -1A +a - • rtfx 81O "A 6)- a °52E'F Htx SHOP STORAGE GONG• FLOCK 2S' -tic 61-41= 186.256F 0 0 4 He,. -- -- -�- 7 U 3 ° G ' Ftg To e o/� -ta t;-t .944-12rska CAC) FS (5 2051El.1R-,.., (6) • c;in >.P W /lc-K GIU �..?, LoyLocK HALL GAK -r FLAK. 2e-rips aLr11- ITI sF d' I , 7 Tr: Ec N. I � r0 I 3/d Ex wo up ) oNTo WALL Lf.B.G. SEG. 51 Ln CONST. OFFICE 1 r-t_ 118.115F f-1 cv I< PA l Vic, OFFICE #2 %a�FL"T FLT lI�G °x14' - 1C.o.15 F OFFICE# 1 GARPt T FLK 13''2 "x1410 = 190.925E 4 5 6 1'0 3!d' 1V-g" i1d Sl -G" G%-,1d &..;‘," 1 1 10° 1 UJ� O" 1LO 01--0" 11.$" . -,1d1 5, O" I� �jl-d' 5L -P>" 'il -'1 11' -�0" 1' 2 L 21' 4P> - 2" OV�4(M1. p(I r I I-1a etn- ol■3'0 179 -i Iswsl 01..1 1 ' i I I I 1' 11 1 7 8 FLEXIBLE RULER - 3112 AWus.'u OE 6Z BZ L2 9Z 5Z 4Z CZ ZZ lZ 0? 61 91 LI 91 GI 4l Cl ZI It IIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIII j. PROPOSED FLOOR PLAN .%. Scale: 1/4" = 1' -0" IF THIS MICROFILMED DOCUMENT IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO C THE QUALITY OF THE ORIGINAL DOCUMENT �.i eALI To 41-0' y 4•'x f>" 14 if-4, 2 �u To 6,1 -o' - 4xId'i -1/F442 L?,c1.5r44 -5Toi.1 -ro R &f'ihl Li CITY OF TUKWILA APPROVED UC ` 21998 %4)1 UI DI" DID II N RECEIVED CITY OF TUKWflA OCT 271988 BUILDUP® OEM 1 tp/t /9g' -,4 U LU O ❑ CV - OWNER: Z v> A 8 .et Z O Z LL 0 z 0 cr w a O m a. cr m O 5 cc O ww vi z N w 0 w w I, Do w a O 0 O Q J @z IJrJ z 1n�JnlJ Z o L�I Li. m ow Q:5 't CD �0n OZ VU NO NE n wQ u two ww I-- a -z 0 CO d I -I CC 0 o Zo C1 O2 o i w 0o za I— N z ac Ug n�,n LU — w U= 03 o- U <m QD o¢ o O Z0 cc z' w P O 2 a mu' w cc Z a cD w E T � } T 11 IY 1— T O ul O 9 Z tZ tT 0 > rn 94 m - O CO w w _,. O w w 11 _ O — I-- I- �� • IO /2G /8ga YAZ DATE: tai 1a%as.f JOB NO. ',.'' SHEET NO. • • • / / ,111\ • -X V-Vik1V .'tte:' ' - laAtrpiezie; .avu!!5r eficu- a/TS ",..l i.- ;; WAIL LeP6taz..4, al-1.0314.5 cul (e) lod 14 !. ))(-- .■ - - 1 1, ' ' •e,!, WT. A- ) A•) ,,, ' ! r‘ I,WC.OK !PI () e/-1 E1,64-i /out? - , SECTION "B" • Scale:3/4"=11-0" PA.M4-1 1-04.}5A-ca2 -V (4)16.14 We-H6,1c0. r -1.4Aty,ku c*. roK L -1-A*1- :SECTION Icll •,K1511 k1 ra)F •(Hic, KCOF) wf.h Avul., 1.4A:-1K•1 MY-4-10‹ 614"ae-, < t 611/2 6,ALY-Co1-Gre-{) /1 rkirallue.e COPING DETAILS • Scale: 1 1/2"=11-0" I ________ '111'11'1'1'1' 11 'ITITI'l'i ITITIT; '' ' ' ; ' ; .1. t-1' 1 -.):1' 1 ! l'iri ; . r - r , • ; • ! ! ; • , , 1 ..,7,, , , 1 , , 14, i f • 1,44 . . :==xxivr. Ziele-c,mq i1( met- -01t, _ UNIT' WIR ! — ST) ELEV.! 2!ix12" KIM • — - I . - - r r NOW II 11 PL1/41.1.:0(Kr? 11 (1-,W ll PrrAil./s) .. .. - .. -,. - ., ........ _ _ _ _ _ . .... • _ _... . — . . :==xxivr. Ziele-c,mq i1( met- -01t, _ UNIT' WIR ! — ST) ELEV.! 2!ix12" KIM • , I — - I - - r r -- i i -t- -• . .. • _ _ _ _ _ _ _ _ _ _ _ . .... • _ _... . — KLEDI FLEXIBLE RULER 302 AWiiiiiVeir.LL" 06 6Z Be L.?. 9e SZ •/Z CZ ZZ IZ OZ 61 3L .t 91 SI CI Z1 U OL cEILING FRAMING PLAN SCALE: 1/4"=l'-O" greop IF THIS MICROFILMED DOCUMENT IS LESS • CLEAR THAN THIS NOTICE, IT IS DUE TO T THE QUALITY OF THE ORIGINAL DOCUMENT nq Wieze! p• CITY OF TUKWILA APPROVED DEO t 1988 - NI 41,1 RECEIVED my OF TUKWILA OCT 27 1988 Buiumnie DEPT. ....'::;..I' )?C,I/1.1•..i,..."..t." .•:",',.".•■••:::-..t", c;..f.L , z i;.1 .11.1 ..', ,. • ta i6> r, °z °07z :)4 .2 <7, .,cz 4,l ' ! •!- !'• - - o.o 21z / H. : .,.z9< s . 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B12 #45M640-DX-WR PR240-A PR240-8-A CR296-HO-A-B w140L-A #9665N IF THIS MICROFILMED DOCUMENT IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT 150w WALL WASHER 2-9W 24 .11R FUTURES 100W 6-40W 2-40W 4-40W 2-11 OWHO 1-40W 1720W w/VS-62• ; I j • Its • OtAtInele.4t1,41466t.e.',v,.7, e,6. 4084&i!' 44: ;; WAI4' "4+' • ' 1: '14fOiNilliViAtt 4. 141' 4141760,1174%.:4 • •444‘ :1 "114601Z 7444a:k maamdsmio WH dw4 Y PliPt* moat. •-,Fialoomitati ei) 14.44,4" q!Dau,T"I.':!!!!.:1,;:! • ,m1+:441"""l'oirait'.6'hilloao:ve'iniohb.1.414"'H'65'‘rlfr46aaH."- ..-4 #4V1:1411411a4k/fYan1414 Littekokool 44 • atoaa imluxorater.6miamotham) t- mmit sarcauaraaPme.O: alrAvimioimiatmut,tama4. 4E1 am* emtimotol, ' 6Witaltfothval ' :! ' „ ?' .':: '.' ..:..,.'t,.,: ,.,:i<Ui:.-.4, i ..4bel .4!.!:,.....if:zu iwaliu ,.,, '..0 .i2:65:t13'1.21. il ..,,, ':.t i ,6<clzWilli-Igi:.:‘,...., k.,..c,,..'!i!II:.°z1::u 1R, ;,j5a cl I .N.191:41:i..6.!'' 42.!>w:.:,,.,17 4,.•,Ec:I.' ' ' ,;4,.,•.. „_•••:,,,',-...;',!'.:, 5!Dfili. ,,,,"...'''',,.,...,•.4.',•'••,•,.., .,;4;.,,,:t,• a„,i,,...,5, 44.4,h''.. .. , _.Nm4 ., ,. 0 ;.: 6.0, ;•:(0.,.,,,,:,!, ,,..i.•,..:,..i.,,,,:y.i.:;,,,.1r,; .g,4, w>2,_9‹.......•- 6, mon; ,;„,a.,-,, „ ,i,.:, u.i • :,',..1:.;. .,: ›- ".%,•1 '; ; r A.•:'`,..:: CC • LU Z . '•.; ' • • 0 1:.;.:),'.' :8'...,'!.!,,,..7.?. .,:y!,,,,,,,, • E.': • x n •• ..,,,, 0. ,_ :.•.!..p. , .• • .,4 • Q,.• : .;,.•{, • ;t1 IM • 10”. 2 •.'.':,' .! Z Lcii!.,!5z:,6_,._.:,,i,)...., ,,,,27 Z rn- ,-... 3> u., a r" 0 o iT i. . La ,, u., ....,..; a. .1..j.1 . ' ' ..•';. I- co o LLI 0 • ,.'4' CO L.. •''.':• • . . • I •.. °CI) Timm tstaar-c--K. (#. riWeeli-(TvF). RECEIVED , crn' OF 111.11twlus OCT 27 1988 BUILDING DEM w 0 1 0 r E cc El ' Ezw hu_.teca. ..,'...'...,,'''.„,'')...,I.' 1:=H=r-lic-13 • LLI I-- • , n 2 E.14-1 In H .a.... • ,,,, E.): nzc'cc:: .-- < ,..... aaa .,, A (EKR != ..., . © (f) w 2 • ,!. .:f::!-,. - 5 Q :....,,!..!. C) LL1 N IM 6 6- = I . . -cf .)E. — . , - - -T - ..!((lj'ccri-ju!'''.:.'• ':2 U) : . *a--,lcu:' •-,,.1.;,!: H 1— !Ca :(1)'''. @ ALucis__Q(.00)(3)07.,th:::.,.:.-!:!al,i! ,ct... •-:c\i', :,z,,,,,..1,„.. !!.e•'-; • ‘' DATE.:-icitiVorx -• • SH ET N ' • !:" . • ' 1‘."•••:, r • r.r.' ft :01FroARAT10N'OF BUILDING SITE ALL STUI4 S AND ROOTS SHALL BE REMOVED FROM THE SOIL TO ' A (':rill Of AT LEAST 12 INCHES BELOW THE SURFACE OF THE fiN,UND IN THE AREA TO BE OCCUPIED BY THE BUILDING. ''EXCAVATION EXCAVATION OR FILLS FOR BUILDINGS OR STRUCTURES SHALL BE SO CONSTRUCTED RO PROTECTED THAT THEY DO NOT ENDANGER LIFE OR PROPERTY. CUT SLOPES FOR PERMANENT EXCAVATION SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL AND SLOPES FOR PERMANENT FILLS SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL UNLESS SUBSTANTIATING DATA JUSTIFYING STEEPER SLOPES ARE SUBMITTED. DIVIATION FROM THE FOREGOING LIMITATIONS FOR SLOPES SHALL BE PERMITTED ONLY UPON THE PRESENTATION OF A SOIL INVESTIGATION RE- PORT ACCEPTABLE TO THE BUILDING OFFICIAL. MINIMUM SOIL BEARING 2000 P.S.F. 3. FOUNDATION INVESTIGATION TIIE CIJISSIFICATION OF THE SOIL AT EACH BUILDING SITE SHALL BE DETERMINED WHEN REQUIRED BY THE BUILDING OFFICIAL. THE BUILDING OFFICIAL MAY REQUIRE TART THIS DETERMINATION BE MADE BY AN ENGINEER LICENSED BY THE STATE TO PRACTICE.SUCH. 4. FOOTINGS U.D.C. LATEST EDITION FABLES 29 A, B, COUNTY OR CITY CODES FOOTINGS AND FOUNDATIONS, UNLDSS OTHERWISE SPECIFICALLY PROVIDED, SHALL BE CONSTRCUTED OF MASONRY OR CONCRETE AND IN ALL CASES EXTEND BELOW THE FROST LINE. FOOTINGS SHALL BE CONSTRUCTED OF SOLID MASONRY OR CONCRETE. FOUNDATIONS SUPPORTING WOOD SHALL EXTEND AT LEAST 6 INCHES ABOVE THE ADJACENT FINISH GRADE. FOOTINGS SHALL HAVE A MINIMUM DEPTH,BELOW FINISHED GRADE AS INDICATED SIZES AND DETAILS PER KING COUNTY TABLE A OR ZANONI & ASSOCIATES ENGINEERED DRAWINGS. FOUNDATION WALLS ENCLOSING A BASEMENT BELOW FINISHED GRADE SHALL BE DAMPPROOFED OUTSIDE BY APPROVED METHOD & MATERIALS, UNLESS OTHERWISE APPROVED. 5. STEPPED FOUNDATIONS SEC. 2303, 2615, 2622, 2907 WHEN SLOPE OF FOOTINGS EXCEED 1 RISE TO 10 RUN -STEP FOOTINGS SO THAT BOTH TOP AND BOTTOM ARE LEVEL AND REINFORCE AS REQUIRED. SECS 2303, 2615, 2622 & 2907. 6. PLAIN CONCRETE PLAIN CONCRETE, OTHER THAN FILL, SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 25 DAYS OF 2000 POUNDS PER SQ. INCH. AND MATERIAL PROPORTIONING AND PLACING SHALL CONFORM TO THE REQUIREMENTS OF U.B.C. CONCRETE MADE WITH LIGHTWEIGHT AGGREGATES MAY BE USED WITH STRENGTHS LESS THAN 2000 POUNDS PER SQ. INCH. IF IT HAS BEEN SHOWN BY TESTS OR EXPERIENCE TO HAVE SUFF- ICIENT STRENGTH AND DURABILITY. PROVISIONS SHALL BE MADE TO CARE FOR TEMPERATURE AND SHRINKAGE STRESSES EITHER BY USE OF REINFORCEMENT OR BY MEANS OF JOINTS. WALL THICKNESS OF PLAIN CONCRETE WALLS MAY BE 2 INCHES LESS THAN REQUIRED FOR MASONRY WALLS BUT IN NO CASE LESS THAN 7 INCHES, AND THE RATIO OF UNSUPPORTED HEIGHT OR LENGTH ( WHICH EVER IS THE LESSER ) TO THICKNESS SHALL BE NOT LESS THAN 22. THE MINIMUM THICKNESS OF CONCRETE FLOOR SLABS SUPPORTED, DIRECTLY ON THE GROUND SHALL BE NOT LESS THAN 3 1/2 INCHES. BOLTS SHALL BE SOLIDLY IMBEDDED AND THE CONNECTION SHALL BE DESIGNED SO THAT THE SHEAR OR TENSION ON EVERY BOLT GIVES NO MORE THAN THE VALUE SET FOR THE U.B.C. STANDARDS. 7. FOUNDATION VENTILATION SECTION 2516 (c) UNDER -FLOOR AREAS SHALL BE VENTILATED BY AN APPROVED MECHANICAL MEANS OR BY OPENINGS IN EXT- TERIOR WALLI. SUCH OPENINGS SHALL HAVE A NET AREA OF NOT LESS THAN 1 SQUARE FT. FOR EACH 150 SQ. FT. OF UNDER -FLOOR AREA. OPENINGS SHALL BE LOCATED AS CLOSE 1 TO CORNERS AS PRACTICAL AND SHALL PROVIDE CROSS VENTI- LATION. THE REQUIRED AREA OF SUCH OPENINGS SHALL BE APPROX. EQUALLY DISTRIBUTED ALONG THE LENGTH OF AT LEAST TWO OPPOSITE SIDES. THEY SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH MESH OPENINGS OF 1/4 INCH IN DIMENSION. 8. FOUNDATION PLATES OR SILLS r'OUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE FOUN- DATION OR FOUNDATION WALL WITH NOT LESS THAN 1/2 INCH DIAMETER STEEL BOLTS EMBEDDED AT LEAST 7 INCHES INTO THE CONCRETE OR REINFORCED MASONRY OR 15 INCHES INTO UNREINFORCED GROUTED MASONRY AND SPACED NOT MORE THAN 5 FEET APART. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED WITHIN 12 INCHES OF EACH END OF EACH PIECE. 0. UNDERFLOOR CLEARANCE AND CRAWL SPACE WOOD JOISTS OR THE BOTTOM OF WOOD FLOORS CLOSER THAN 18 INCHES, OR WOOD GIRDERS CLOSER THAN I2 INCHES TO THE GROUND UNDERFLOOR AREAS AND THEIR SUPPORTS, SHALL BE OF TREATED WOOD OR ALL HEARTWOOD OF APPROVED NATURALLY DURABLE SPECIES. ACCESSIBLE UNDERFLOOR AREAS SHALL BE PROVIDED WITH AN 18 -INCH BY 24 -INCH CRAWL SPACE ACCESS. 10. PLATES SILLS AND SLEEPERS ALL FOUNDATION PLATES OR SILLS AND SLEEPERS ON A CONC- RETE OR MASONRY SLAB, WHICH IS IN DIRECT CONTACT WITH EARTH AND SILLS WHICH REST ON CONCRETE OR MASONRY FOUN- DATIONS, SHALL BE TREATED WOOD OR 'FOUNDATION GRADE REDWOOD, ALL MARKED OR BRANDED BY AN APPROVED AGENCY. IN AREAS EXP SED TO WATER SPLASH AND IN EXTERIOR LOCATIONS, WOOD COLUMNS AND POSTS SHALL BE SUPPORTED BY PIERS PROJECTING AT LEAST 2 INCHES ABOVE THE FINISHED FLOOR AND SHALL BEAR ON A METAL BASE PLATE OR A FOUNDATION PLATE OR SILL. POSTS OR COLUINS OF TREATED WOOD OR OF FOUNDATION GRADE REDWOOD OR CEDAR MAY BE PLACED DIRECTLY ON COMCRETE, SOLID MASONRY OR GROUTED MASONRY. 11. GIRDERS ENTERING MASONRY OR CONCRETE WALLS ENDS OF WOOD GIRDERS ENTERING MASONRY OR CONRETE WALLS SHALL BE PROVIDED WITH A 1/2 INCH AIR SPACE ON TOPS, SIDES AND ENDS UNLESS APPROVED WOOD.OF NATURAL RESIS TANCE To DECAY OR TREATED WooD IS USED. 12. GIRDERS GIRDERS SHALL BE DESIGNED TO SUPPORT ALL LOADS WHEN SUPP ORTING FIRST' FLOOR JOIST SIIALL. BE NOT LESS THAN 4 INCITES BY 4 INCHES FOR SPANKS 5 FEET (91 LESS, OR NOT LESS TURN 4 INCHES BY 6 INCHES PLACED 11N EDGE FOR SPANS NOT MORE THAN 7 FEET. LAMINATED 81111:1• -TIP BEAMS WITH LAMINATIONS NOT LESS THAN 2 INCHES IN THICKNESS MAY BE USED FOR GIRDERS WHEN THE LAMINATIONS ARE PARALLEL TO APPLIED LOAD. THE END JOINTS SHALL OCCUR OVER SUPPORTS. WHERE A GIRDER IS SPLICED OVER A SUPPURT AN ADEQUATE TIE SHALL BE PROV- IDED. THE ENDS OF BEAMS OR GIRDERS SUPPORTED ON MASONRY OR CONCRETE SHALL HAVE NOT LESS THAN 4 INCHES OF BEARING. 13. BEARING EXCEPT WHERE SUPPORTED ON A 1 -INCH BY 4 -INCH RIBBON STRIP AND NAILED TO THE ADJOINING STUD, THE ENDS OF EACH JOIST SHALL HAVE NOT LESS THAN 1 1/2 INCHES OF BEARING ON WOOD OR METAL, NOR LESS THAN 3 INCHES ON MASONRY. 14. FLOOR FRAMING DETAILS JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS AND AT EACH SUPPORT BY SOLID BLOCKING EXCEPT WHERE THE ENDS OF JOISTS ARE NAILED TO A HEADER, BAND OR RIM JOIST OR TO AN ADJOINING STUD OR BY OTHER APPROVED METHODS. SOLID BLOCKING SHALL BE NOT LESS THAN 2 INCHES IN THICKNESS AND THE FULL DEPTH OF JOIST. NOTCHES ON THE ENDS OF JOIST SHALL NOT EXCEED ONE- FOURTH THE JOIST DEPTH. HOLES BORED IN JOIST SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR BOTTOM OF THE JOIST AND THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED ONE -THIRD THE DEPTH OF THE JOIST. NOTCHES IN THE TOP OR BOTTOM OF JOISTS SHALL NOT EXCEED ONE -SIXTH THE DPETH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. JOIST FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY FRAMING ANCHORS OR ON LEDGER STRIPS NOT LESS THAN 2 INCHES BY 2 INCHES. 15. BRIDGING UNLESS COVERED BY INTERIOR OR EXTERIOR WALL COVERINGS OR SHEATHING MEETING THE MINIMUM REQUIREMENTS OF THIS CODE. ALL STUD PARTITIONS OR WALLS WITH STUDS HAVING A HEIGHT TO LEAST THICKNESS RATIO EXCEEDING 50 SHALL HAVE BRIDGING NOT LESS THAN 2 INCHES IN THCKNESS AND OF THE SAME WIDTH AS THE STUDS FITTED SNUGLY AND NAILED THERE TO PROVIDE ADEQUATE LETERAL SUPPORT. 16. CUTTING & NOTCHING U.B.C. LATEST EDITION, CHAPTER 25, PAR 10 IN EXTERIOR WALLS AND BEARING PARTITIONS, ANY WOOD STUD MAY BE NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. CUTTING OR NOTCHING OF STUDS TO A DEPTH NOT GREATER THAN 40 PERCENT OF THE WIDTH OF THE STUD IS PERMITTED IN NONBEARING PARTITIONS SUPPORTING NO LOADS OTHER THAN THE WRIGHT OF THE PARTITION 17. BORED HOLES U.B.C. LATEST EDITION, CHAPTE,7 25, SEC 2518, PAR 11 A HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH MAY BE BORED IN ANY WOOD STUD. BORED HOLES NOT GREATER THAN 60 PERCENT OF THE WIDTH OF THE STUD ARE PERMITTED IN NON-BEARING PARTITIONS OR IN ANY WALL WHERE EACH BORED STUD IS DOUBLED PROVIDED NOT MORE THAN TWO- SUCR'SUCCESSIVE ".DOUBLEDISTUDS ARE 50 BORED. IN NO CASE SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR NOTCH. 18. WALL FRAMING SIZE: STUDS IN EXTERIOR WALLS AND INTERIOR BEARING WALLS OF BUILDINGS NOT MORE THAN TWO STORIES IN HEIGHT SHALL BE NOT LESS THAN 2 INCHES BY 4 INCHES IN SIZE. FOR THREE STORY BUILDINGS SUCH STUDS SHALL BE NOT LESS THAN 3 INCH BY 4 INCHES OR 2 INCHES BY 6 INCHES TO THE BOTTOM OF THE SECOND FLOOR JOISTS, AND 2 INCHES BY 4 INCHES FOR THE TWO UPPER STORIES. INTERIOR NON- BEARING PARTITIONS MAY BE FRAMED WITH 2 -INCH BY 3 -INCH STUDS. 19. WALL HEIGHT UNLESS SUPPORTED LATERALLY BY ADEQUATE FRAMING, THE MAXIMUM ALLOWABLE HEIGHT FOR STUDS SHALL BE 10 FEET FOR 2 -INC1 BY 3 -INCH STUDS; 14 FEET FOR 2 -INCH BY 4 -INCH AND 3 -INCH BY 4 -INCH STUDS; AND 20 FEET FOR 2 -INCH BY 6 -INCH STUDS. WHEN APPROVED FOR USE BY THE BUILDING OFFICIAL, THE MAX- IMUM ALLOWABLE HEIGHT FOR UTILITY STUDS SIIALL BE 8 FEET FOR LOAD BEARING AND FOR EXTERIOR WALL STUDS AND 10 FEET FOR INTERIOR NONLOAD- BEARING STUDS. WHEN USED IN BEARING WALLS, UTILITY STUDS SHALL SUPPORT NOT MORE THAN A ROOF AND CEILING LOAD. 20. WALL SPACING STUDS SUPPORTING FLOORS SHALL BE SPACED NOT MORE THAN 16 INCHES. EXCEPT FOR UTILITY STUDS, 2 -INCH BY 4 -INCH STUDS NOT MORE THAN 10 FEET IN LENGTH MAY BE SPACED NOT MORE THAN 24 INCHES ON CENTER WHEN SUPPORTING ONLY A CEILING AND ROOF. THE SPACING OF STUDS IN NON - BEARING WALLS SHALL NOT EXCEED 24 INCHES. THE SPACING OF 2 -INCH BY 3 -INCH STUDS SHALL NOT EXCEED 16 INCITES ON CENTER. WHEN BEARING STUDS ARE SPACED AT 24 -INCH INTERVALS, CARE SHALL BE EXERCISED TO INSURE CENTERING OF ROOF TRUSSES OVER STUDS OR, IN LIEU THEREOF, SOLID BLOCKING EQUAL IN SIZE TO THE STUDS SHALL BE INSTALLED TO REINFORCE THE DOUBLE PLATE ABOVE. 21. WALL FRAMING DETAILS STUDS SHALL BE PLACED WITH THEIR WIDE DIMENSION PERPENDICULAR TO THE WALL. STUDS SHALL BE CAPPED WITH DOUBLE PLATES INST- ALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS WITH BEARING PARTITIONS. END JOINTS IN DOUBLE TOP PLATE SHALL BE OFFSET AT LEAST 48 INCHES. STUDS SHALL HAVE FULL BEARING ON A PLATE OR SILL OF NOT LESS THAN 2 -INCH THICKNESS HAVING A WIDTH NOT LESS THAN THAT JF THE WALL STUDS. 22. WALL BRACING ALL EXTERIOR WALLS AND MAIN CROSS STUD PARTITIONS SHALL BE EFFECTIVELY AND THOROUGHLY BRACED AT EACH END, OR AS NEAR THERETO AS POSSIBLE, AND AT LEAST EVERY 25 FEET OF LENGTH. I I I 1 1 0 1. "1, INCH 1 1986 GENERAL 23. WALL SHEATHING SEC. 251 (g) 3, SEC. 1707 15 T.U. FELT OR APPROVED ALTERNATIVE SHALL BE APPLIED OVER ST1UI OR SHEATHING OF ALL EXTERIOR WALLS SEC.1707 24. EXTERIOR WALL COVERING NOTES & CODE REQUIREMENTS SEC. 2517 (g) 2 BRICK VANEER: 1" AIR SPACE, APPROVED FLASHING AT BASE 3/8" ROUND WEEP HOLES AT 32" ON CENTER AT BASE, 14 LB WATER RESISTANT FELT LINER OR EQUIVALENT OVER THE SHEATHING BEHIND TIIE VENEER TIES - 1 FOR EACH 2 SQ. FT. MAXIMUM HORIZONTAL DIM'S. 2, SEC 3004 (c) AS AMENDED BY ORDIN- ANCE 4 3647. VENEER SHALL SUPPORT NO OTHER LOAD THAN VERTICAL DEAD LOAD OF VENEER ABOVE, SEC. 3004. MASONRY SIIALL NOT BE SUPPORTED BY WOOD MEMBERS, SECS. 2416 (c) AND 2516 (a). 25. CRIPPLE WALLS FOUNDATION CRIPPLE WALLS SIIALL BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE WITH A MINIMUM LENGTH OF 14 INCHES, OR SHALL BE FRAMED OF SOLID BLOCKING. WHEN EXCEEDING 4 FEET IN HEIGHT, SUCH WALLS SHALL BE FRAMED OF STUDS HAVING THE SIZE REQUIRED FOR AN ADDITIONAL STORY. SUCH WALLS SHALL BE BRACED AS REQUIRED FOR THE FIRST STORY EXTERIOR WALLS. SOLID BLOCKING MAY BE USED TO BRACE CRIPPLE WALLS HAVING A STUD HEIGHT 14 INCHES OR LESS. 26. HEADERS ALL OPENINGS 4 FEET WIDE OR LESS IN BEARING WALLS SHALL BE PROVIDED WITH HEADERS CONSISTING OF EITHER TWO PIECES OF 2- INCH FRAMING LUMBER PLACED ON EDGE AND SECURED FASTENED TO- GETHER OR 4 -INCH LUMBER OF EQUIVILENT CROSS SECTION. ALL OPENINGS MORE THAN 4 FEET WIDE SHALL BE PROVIDED WITH HEAD- ERS OR LINTELS. SUCH HEADERS OR LINTELS SHALL HAVE NOT LESS THAN 2 -INCH SOLID BEARING AT EACH END TO THE FLOOR OR BOTTOM PLATE, UNLESS OTHER APPROVED FRAMING METHODS OR JOINT DEVISES ARE USED. 27. FRAMING AROUND OPENINGS TRIMMER AND HEADER JOISTS SHALL, BE DOUBLED, OR OF LUMBER OF EQUIVALENT CROSS SECTION, WHEN THE SPAN OF THE HEADER EX- CEEDS 4 FEET. THE ENDS OF HEADER JOISTS MORE THAN 6 FEET LONG SHALL BE SUPPORTED BY FRAMING ANCHORS OR JOIST HANGERS UNLESS BEARING ON A BEAM, PARTITION OR WALL. TAIL JOISTS OVER 12 FEET LONG SHALL BE SUPPORTED AT HEADER BY FRAMING ANCHORS OR ON LEDGER STRIPS NOT LESS THAN 2 INCHES BY 2 INCHES 28. SUPPORTING BEARING PARTITIONS BEARING PARTITIONS PERPENDICULAR TO JOISTS SHALL NOT BE OFF- SET FROM SUPPORTING GIRDERS, WALLS OR PARTITIONS MORE THAN THE JOIST DEPTH. JOISTS UNDER AND PARALLEL TO BEARING PARTITIONS SHALL BE DOUBLED. 29. FIRESTOPPING FIRFSSTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS ( BOTH VERTICAL AND HORIZONTAL ) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND ROOF SPACE, STAIRWAYS. 30. CEILING JOISTS CEILING JOISTS MAXIMUM SPANS. TABLE 25- T -J -4. 31. ROOF FRAMING RAFTERS SHALL BE FRAMED DIRECTLY OPPOSITE EACH OTHER AT THE RIDGE. THERE SHALL BE A RIDGE BOARD AT LEAST 1 -INCH NOMINAL THICKNESS AT ALL RIDGES AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER. AT ALL VALLEYS AND HIPS THERE SHALL BE A SINGLE VALLEY OR HIP RAFTER NOT LESS THAN 2- INCHES NOMINAL THICK- NESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER. 31. (e) RIDGES SELF - SUPPORTING RIIIGE FOR LESS THAN 3 INCHES IN PITCH. SECS. 2303 and 2518 (h) 1. 32. ROOF SHEATHING SECS. 3202 and 424. APPROVED ROOF SHEATHING MINIMUM 1" NOMINAL WOOD, TABLE 25 -9, OR PLYWOOD ROOF SHEATHING SHALL BE BONDED BY INTERMEDIATE OR EXTERIOR GLUE, SEC. 2518 (h) 7 and TABLE 25 -R1 52. SHEATHING NAILING 6" ON CENTER AT PANEL EDGES AND BOUNDARY MEMBERS AND 12" ON CENTER AT INTERMEDIATE SUPPORTS. PLYWOOD EXPOSED TO WEATHER SHALL BE C -C EXTERIOR. 33. ROOF COVERING ASPHALT SHINGLES REQUIRE 15 LB FELT UNDERLAYMENT, MINIMUM 4 IN 12 PITCH, AND VALLEY FLASHING OF NOT LESS THAN 28 Ga. GJ)LV. S.M. OR LACED COMPOSITION SHINGLES, SEC. 3203 (d)3H AND TABLE 432 -B. BUILT -UP ROOFING, SEC. 3203 (d) 1. WOOD SHINGLES MINIMUM PITCH 4 IN 12. SEC. 3202 (d)3G AND TABLE 432 -B. SHAKE ROOFS REQUIRE APPROVED NO. 1 SHAKES INTERLACED WITH 18" 30 LB FELT AND MINIMUM 4 IN 12 PITCH, SEC. 3203 (d)3H and TABLE #32-B. 34. TRUSSES SECTION 3202 STRESS ANALYSIS AND DETAILS WITH DRAWINGS STAMPED BY AN APPROVED STATE OF WASHINGTON REGISTERED ENGINEER. A) PRE- MANUFACTURED TRUSSES SHALL BE IDENTIFIED BY MANU- FACTURER STAMP. B) FIELD ASSEMBLED TRUSS - ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DIVISION FOR APPROVAL. C) GIRDER TRUSSES ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DIVISION FOR APPROVAL. D) CALL OUT MANUFACTUREDt AND MODEL NUMBER OF SUPPORT HANGERS. -' E) ENGINEERING DATA AND DETAILS SHALL BE SUBMITTED FOR FIELD CUT OR ALTERED TRUSSES. F) WLL ROOF TRUSSES SHALL BE SO FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS SO AS TO FORM AN INTEGRAL PART OF THE WHOLE BUILDING. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHT- ENED BEFORE ANY LOAD IS PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACE ALL ROOF TRUSSES. TRUSSES SHALL BE BRACED AS THEY ARE ERECTED. 35. ATTIC ACCESS SECTION 1205 (a) AN ATTIC ACCESS OPENING SHALL BE PROVIDED IN THE CEILING OF THE TOP FLOOR OF BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTHUCTION. THE OPENING SHALL BE LOCATED IN A CORR- IDOR OR HALLWAY OF BUILDINGS OF THREE OR MORE STORIES IN HEIGHT, AND READILY ASSCESSIBLE IN BUILDINGS OF ANY HEIGHT. THE OPENING SHALL BE NOT LESS THAN 22 INCHES BY 30 INCHLES. THIRTY -INCH MINIMUM CLEAR HEAD ROOM SHALL BE PROVIDED ABOVE THE ACCESS OPENING. ATTICS WITH A MAXIMUM VERTICAL CLEAR HEIGHT OF LESS THAN 30 INCHES NEED NOT BE PROVIDED WITH ACCESS OPENINGS. 1 I,i,l l,l I l l I µ1•'-I 1 2 3 4 5 6 36. ATTIC VENTILATION SECTION 3205 (c) VENTILATION - W1SERE DETERMINED NECESSARY BY THE BUILDING OFFICIAL DUE TO ATMOSPHERIC OR CLIMATIC CONDITIONS, EN- CLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEIL- INGS ARE APPLIED DIRECT TO TIIE UNDERSIDE OF TIIE ROOF RAFT- ERS, SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE. BY VENTILATING OPENINGS PROTECTED AGAINST TIIE ENTRANCE OF RAIN OR SNOW. THE NET FREE VENTILATING AREA SHALL BE NOT LESS THAN 1/30D PROVIDED AT LEAST 50 PERCENT OF THE RE- QUIRED VENTILATING AREA I5 PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE 'I'(1 OF VENTILATED AT LEAST 1 FEET ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF TIIE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. 37. SKYLIGHTS SECTIONS 3401, 5205 ALL SKYLIGHT FRAMES SHALL BE CONSTRUCTED OF NONCOMBUSTIBLE MATERIALS. ALL SKYLIGHTS SHALL BE DESIGNED TO CARRY ALL TRIBUTARY ROOF LOADS AS SPECIFIED IN SECTION 2305. ALL SKY- LIGHTS, THE GLAZING OF WHICH IS SET AT AN ANGLE OF LESS THAN 45 DEGREES FROM THE HORIZONTAL, SHALL BE MOUNTED AT LEAST 4 INCHES ABOVE THE PLANE OF THE ROOF ON A CURD CONSTRUCTED AS REQUIRED FOR TIIE FRAME. ALL GLASS IN SKYLIGHTS SHALL BE WIRE GLASS OR TEMPERED GLASS, MINIMUM THICKNESS 7/32 !NCH, EXCEPT THAT SKYLIGHTS OVER VERTICAL SHAFTS EXTENDING THROUGH TWO RO MORE STORIES SHALL BE GLAZED WITH PLAIN GLASS AS SPECIFIED IN THIS SECTION; PROVIDED THAT WIRE GLASS MAY BE USED IF VENTILATION EQUAL TO NOT LESS THAN ONE -EIGTH THE CROSS- SECTIONAL AREA OF THE SHAFT BUT NEVER LESS THAN 4 FEET IS PROVIDED AT THE TOP OF THE SHAFT. ANY GLASS NOT WIRE GLASS SHALL BE PROTECTED ABOVE AND BELOW WIT1E A SCREEN CONSTRUCTED OF WIRE NOT SMALLER THAN NO. 12 U.S. GAUGE WITH A MESH NOT LARGER THAN 1 INCHE. THE SCREEN SHALL BE SUBSTANTIALLY SUPPORTED BELOW THE GLASS. ORDINARY GLASS MAY BE USED IN THE ROOFS AND SKYLIGHTS FOR GREENHOUSES, PROVIDED THE HEIGHT OF THE GREENHOUSE AT THE RIDGE DOES NOT EXCEED 20 FEET ABOVE THE GRADE. THE USE OF WOOD IN THE FRAMES OF SKYLIGHTS WILL BE PERMITTED IN GREEN- HOUSES OUTSIDE OF FIRE ZONE NO.1 AND NO. 2 IF THE HEIGHT OF THE SKYLIGHT DOES NOT EXCEED 20 FEET ABOVE THE GRADE, BUT IN OTHER CASES METAL FRAMES AND METAL SASH BARS SHALL BE USED. APPROVED PLASTICS MAY BE USED IN SKYLIGHTS INSTALLED ON ROOFS IN ACCORDANCE WITH THE FOLLOWING PROVISIONS: 1) THE PLASTIC SHALL BE MOUNTED AT LEAST 4 INCHES ABOVE THE PLANE OF THE ROOF ON A CURB CONSTRUCTED WITH MATERIALS CON- SISTENT WITH THE CONSTRUCTION OF THE ROOF UPON WHICH; TIIE SKYLIGHT IS MOUNTED. THE CURB MAY BE OOMITTED IN BUILDINGS OF TYPES II -N AND V -N CONSTRUCTION. 2) FLAT OR CORRUGATED PLASTIC LIGHTS SHALL SLOPE AT LEAST 4:12 WHEN MOUNTED ABOVE THE PLANE OF TIIE ROOF ON A CURB. 3) DOME- SHAPED SKYLIGHTS SHALL RISE ABOVE TIIE MOUNTING FLANGE A MINIMUM DISTANCE EQUAL TO 10 PERCENT OF THE MAXIMUM SPAN OF THE DOME, BUT NOT LESS THAN 5 INCHES. 4) BY 5) OF 6) OF IN THE EDGES OF THE PLASTIC LIGHTS OR DOME SHALL BE PROTECTED METAL OR NONCOMBUSTIBLE MATERIAL. EACH SKYLIGHT UNIT MAY HAVE A MAXIMUM AREA WITHIN THE CURB 100 SQUARE FEET. THE AGGREGATE AREA OF SKYLIGHTS SHALL NOT EXCEED 25 PERCENT THE FLOOR AREA OF THE ROOM OR SPACE SHELTERED BY THE ROOF WHICH THEY ARE INSTALLED. 7) SKYLIGHT UNITS SHALL BE INSTALLED ON TIIE ROOF WITH A MIN- IMUM DISTANCE OF 4 FEET BETWEEN UNTIS AND, EXCEPT FOR GROUP R OCCUPANCIES, NOT LESS THAN 4 FEET FROM ANY EXTERIOR WALL. IN NO CASE SHALL THEY EXTEND INTO YARDS BEYOND A VERTICAL PLANE WHERE FIRE PROTECTION OF WALL OPENINGS IS REQUIRED. SEE CODES FOR ANY EXCEPTIONS. 38. LUMINOUS CEILINGS SECTION 5207 FOR THE PURPOSE OF THIS SECTION, A LUMINOUS CEILING SMALL BE DEFINED AS ANY LIGHT DIFFUSING OR LIGHT TRANSMITTING CEILING CONSISTING OF TRANSPARENT, TRANSLUCENT, LOUVERED, EGG- CRATED, MESH OR SIMILAR MATERIALS SUSPENDED FROM A CEILING OR STRUCTURAL FRAMEWORK BY MEANS OF HANGERS AND WHICH MAY INCLUDE A SUPPORTING GRID ON WHICH THE MATERIAL RESTS. 39 SAFETY CLASS SLIDING GLASS DOORS TO BE SAFETY, WIRE REINFORCED, OR TEMPERED GLASS. GLASS WITHIN 18" OF FLOOR AND GREATER THAN 18" IN LEAST DIMENSION SHALL COMPLY WITH TABLES 54 -A, 54 -8, 54 -C, AND KING COUNTY ORDINANCE 3647. GLAZING USED IN DOOES AND PANELS OF SHOWERS AND BATH- TUB ENCLOSURES SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED PLASTIC. WHEN GLASS IS USED IT SHALL HAVE A MINIMUM THICKNESS OF NOT LESS THAN 3/16 INCH WHEN FULLY TEMPERED, OR 1/4 INCH WHEN LAMINATED AND SIIALL PASS THE TEST REQUIREMENTS OF U.B.C. STANDARD NO. 54 -2. PLASTICS USED IN DOORS AND PANELS OF SHOWER AND BATH- TUB ENCLOSURES SHALL BE OF A SHATTER RESISTANT TYPE. 40. LIGHT & VENTILATION SECTION 1405 (a) ALL GUEST ROOMS, DORMITORIES AND HABITABLE ROOMS WITHIN A DWELLING UNIT SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF WINDOWS OR SKYLIGHTS WITH AN AREA OF NOT LESS THAN ONE -TENTH OF THE FLOOR AREA OF SUCH ROOMS WITH A MINIMUM OF 10 SQUARE FEET. ALL BATHROOMS, WATER CLOSET COMPARTMENTS, LAUNDRY ROOMS AND SIMILAR ROOMS SHALL BE PROVIDED WITH NATURAL VENTILATION BY MEANS • OF WINDOWS OR SKYLIGHTS WITH AN AREA OF NOT LESS THAN ONE - TWENTIETH OF THE FLOOR AREA OF SUCH ROOMS WITH A MINIMUM OF 5 SQUARE FEET. EVERY SLEEPING ROOM BELOW THE FOURTH STORY SHALL HAVE AT LEAST ONE OPERABLE WINDOW OR EXTERIOR DOOR APPROVED FOR EMERGENCY EGRESS OR RESCUE. THE UNITS SHALL BE OPERABLE FROM THE INSDE TO PROVIDE A FULL CLEAR OPENING WITHOUT 'THE USE OF SEPARATE TOOLS. ALL EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE MINIMUM NET CLEAR OPENING WIDTH DIMENSI'II SHALL BE 20 INCHES. WHERE WINDOWS ARE PROVIDED AS A MEANS OF EGRESS OR RESCUE THEY SHALL HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES ABOVE THE FLOOR. IN LIEU OF REQUIRED EXTERIOR OPENINGS FOR NATURAL VEN- TILATION A MECHANICAL VENTILATING SYSTEM MAY BE PROVIDED. SUCH SYSTEM SHALL BE CAPABLE OF PROVIDING TWO AIR CHANGES PER HOUR IN ALL CORRIDORS. ONE -FIFTH OF THE AIR SUPPLY SHALL BE TAKEN FROM THE OUTSIDE. IN BATHROOMS, WATER CLOSETS COMPARTMENTS, LAUNDRY ROOMS AND SIMILAR ROOMS A MECHANICAL VENTILATION SYSTEM CONNECTED DIRECTLY TO THE OUTSIDE, CAPABLE OF PROVIDING FIVE AIR CHANGES PER HOUR SHALL BE PROVIDED. FOR THE PURPOSE OF DETERMINING LIGHT AND VENTILATION REQUIREMENTS, ANY ROOM MAY BE CONSIDERED AS A PORTION OF AN ADJOINING ROOM WHEN ONE -HALF OF THE AREA OF THE COMMON WALL IS OPEN AND UNOBSTRUCTED AND PROVIDES AN. OPENING OF NOT LESS THAN ONE -TENTH OF THE FLOOR AREA OF THE INTERIOR ROOM OR 25 SQUARE FEET, WHICHEVER IS GREATER. �-•- -- ���•E'? cam' , 7 8 KUM FLEXIBLE RULER 302 AWd➢" ". ".- QE 61 8C LZ 9Z SL VZ EZ ZZ lZ QZ 61 Bl Ll 91 GI Vl Cl ZI Il OL 1nulnuII1ulnnInnlini1uilhrII1nuliI 11uilII I Ih111111 II1111111uuluuduiiliniiuuluu1nnlnu1uN1HU111111nN1n111111i1nHliin11111hi LluuIiiHliHiIinil111111 ; z4 41. TOILET FACILITIES SECTION 1711 (a) (b) A WATER CLOSET COMPARTMENT IN WIDTH AND SHALL PROVIDE WATER CLOSET NOT LESS THAN BE 6 FEET MINIMUM FROM THE BACKING. SIIALL BE NOT LESS TITAN 30 INCHES A CLEAR SPACE IN FRONT OF TIIE 24 INCHES. TILE FOR SHOWER SHALL FLOOR WIT' WATER RESISTANT 42. GUARDRAILS GUARDRAILS FOR R -3 MINIMUM 16" WITH INTERMEDIATE MEMBERS NCYF MORE THAN 9" APART AND TO WITHSTAND A HORIZONTAL FORCE OF 20 LBS. SECS 1716 AND 2303, FOR R -1 RAILING HEIGHT MINIMUM 42" SECS 1716 AND 2303 43. FIRE WARNING SYSTEM SECTION 1210 (a) EVERY DWELLING UNIT USED FOR SLEEPING PURPOSES SHALL BE PROVIDED WITH SMOKE DETECTORS CONFORMING TO U.B.C. STANDARD NO. 43 -6 IN DWELLING UNITS, DETECTORS SE ALL BE MOUNTED ON TEE CEILING OR WALL AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO ROOMS USED FOR SLEEPING PURPOSES. WHERE SLEEPING ROOMS ARE ON AN UPPER LEVEL, THE DETECTOR SHALL BE PLACED AT THE CENTER OF THE CEILING DIRECTLY ABOVE THE STAIRWAY. ALL DETECTORS SHALL BE LOCATED .WITHIN 12 INCHES OF THE CEILING. CARE SHALL BE EXERCISED TO INSURE THAT THE INSTALLATION WILL NOT INTERFERE WITH THE OPERATING 7HARACTERISTICS OF THE DETECTOR. W1tEN ACTUATED, THE DETECTOR ;HALL PROVIDE AN ALARM IN THE DWELLING UNIT. SMOKE DETECTORS SHALL RECEIVE PRIMARY SOURCE WIRING, PROVTOE SMOKE DETECTORS IN BASEMENT. 44. FIRE. SEPARATION GARAGE AND HOUSE OCCUPANCY SEPARATION SHALL CONSIST OF 5/8" GYPSUM BOARD TAPED AND FINISHED ON WARM WALLS. GARAGES IN BASEMENT REQUIRE 5/8" G.W.O. ON ALL WARM WALLS AND CEILINGS. DOORS BETWEEN GARAGE AND RESIDENCE TO BE 1 3/8" SOLID CORE WITH SELF CLOSURE. EXTEND 5/8" TYPE "X" TO BOTTOM OF ROOF AT AREA DIVISION OR PLACE 5/8" TYPE "X" ON CEILING. TAPE AND FINISH. CARPORT; PROVIDE 1 3/8" SOLID CORE WITH SELF CLOSURE BETWEEN CARPORT AND DWELLING. 45. ROOM DIMENSIONS FROM BUILDING, SECTION 1407 (a) page 93 CEILING HEIGHTS - HABITABLE ROOMS, STORAGE ROOMS AND LAUNDRY ROOMS SIIALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET 6 INCHES. HALLWAYS, CORRIDORS, BATHROOMS AND WATER CLOSET ROC,'LS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET MEASURED TO THE LOWEST PROJECTION FROM THE CEILING. FLOOR AREA SECTION 1407 (b) page 93 6 94 EVERY DWELLING UNIT SHALL HAVE AT LEAST ONE ROOM WHICH SHALL HAVE NOT LESS THAN 150 SQUARE FEET OF FLOOR AREA. OTHER HABITABLE ROOMS EXCEPT KITCHENS SHALL HAVE AN AREA OF NOT LESS THAN 70 SQUARE FEET. WIDTH SECTION 1407 (c) PAGE 94 NO HABITABLE ROOM OTHER THAN A KITCHEN SHALL BE LESS THAN 7 FEET IN ANY DIMENSION 4(3. MECHANICAL: HEATING PER KING COUNTY ENERGY CODE A) HEATING UNIT TO MAINTAIN 70 DEGREE F AT 3' FLOOR WHEN 10 DEGREE F OUTSIDE TEMP., SEC 1410, AS AMENDED BY ORDINANCE. B) COMBUSTIBLE ARI , U.M.C. SECS 601 (b), 602, 603, 6 607, AS AMENDED BY ORDINANCE. 1. WHEN A GAS FURNACE IS INSTALLED IN A CONFINED SPACE, OR THE SPACE DOES NOT MEET THE 1 /20TH RULE, TWO OPENINGS MUST BE PROVIDED INTO SUCH A SPACE, ONE WITHIN 12" OF THE CEILING AND ONE WITHIN 12" OF THE FLOOR. EACH OPENING SHALL HAVE A FREE AREA OF AT LEAST 1 SQ IN. PER 1,000 B.T.U.H. OF INPUT WITH A MIN. OF 100 SQ IN. EACH. U.M.C. SECS 601, 602, 603 &607. 2. DOUBLE THE OPENING AREAS FOR OIL OR SOLID FUEL FUR- NACES U.M.C. 601 (c). C) NO FURNACE b'HALL BE INSTALLED UNDER ANY STAIRWAY, U.M.C. SECTION 704 (4). D) NO WARM AIR FURNACE SHALL BE INSTALLED IN ANY BEDROOM, CLOSET OR ANY CONFINED SPACE WITH ACCESS ONLY TO SUCH ROOM. THE ACCESS TO FURN- ACE LOCATED IN THE ATTIC OR CRAWL SPACE MAY BE THROUGH A CLOSET. U.M.C. SEC 704 (8). E) NO WARM AIR FURNACE SHALL BE INSTALLED IN ANY ROOM WITH LESS THAN 12" WIDER THAN THE FURNACE, WITH A MIN. WORKING SPACE OF 3" ALONG THE SIDES, BACK AND TOP OF THE FURNACE U.M.C. SEC. 704 (1) AND CLEARANCES SHALL BE PROVIDED FOR WARM AIR FURNACES IN ACCORDANCE WITH THE TERMS OF THEIR LISTING U.M.C. SEC. 711. CLEARANCES AND ACCESS, UNDER FLOOR SPACES, U.M.C. SEC 703, 709 & 711. ATTICS AND /OR FURRED SPACES, U.M.C. SECS 703, 708, & 711. ROOFS AND /OR OUTSIDE WALLS, U.M.C. SECS 710 & 711. F) APPLIANCES INSTALLED IN GARAGES: U.M.C. SEC 508 1. SHALL BE SUITABLY PROTECTED AGAINST DAMAGE. 2. APPLIANCES GENERATING A GLOW, SPARK OR FLAME SHALL HAVE PILOTS, BURNERS, OR HEATING ELEMENTS AND SWITCHES MIN, 18" ABOVE THE FLOOR LEVEL. 3. WHERE THE FURNACE AND /OR DUCTWORK IS IN- STALLED WITHIN 12 "•OF THE WALL, THE G.W.B. SHALL BE INSTALLED BEFORE PLACING THE FURNACE AND /OR THE DUCTOWORK. C) FACTORY BUILT CHIMNEYS U.L. LABELED, SEC 3705 & U.M.C. Sec. 912, INSTALL PER TERMS OF THE LISTING. H) GAS VENTING SYSTEM, APPROVED CHIMNEYS TYPE B VENTS, TYPE BW VENTS, TYPE L VENTS, OR A VENTING ASSEMBLY WHICH IS AN INTERGRAL PART OF A LISTED APPLIANCE, U.M.C. SEC 901. I) VENT CONNECTORS ( A SINGLE WALL CORROSION - RESISTANT PIPE) ALLOWED ONLY IN THE SAME ROOM WITH THE APPLIANCE U.M.C. SEC 915, CLEARANCE PER U.M.C. 915 (b) 2 (1W & TABLE 5 -C,_ REDUCED CLEARANCES. U.M.C. TABLE 5 -8. J) DUCTWORK IN SINGLE FAMILY DWELLINGS: 1. ROUND DUCTS, SLIP JOINTS MIN. 1 1/2" MECH. FASTENED WITH MIN. 2 -SHEET METAL SCREWS JOINTS & SEAMS SHALL BE SUBSTANTIALLY AIR- TIGHT, U.M.C. SECS 1002 (c) 1003 & TABLE 10 -8. 2. RECTANGULAR OR SQUARE DUCTS & JOINTS, U. M.C. 1003, TABLE 10 -A & 10 -8 3. SUPPORT OF DUCTS U.M.C. 1004 & 10 -E (HORIZONTAL & VERTICAL.) K) INSULATION OF DUCTS, U.M.C. SEC 1005 & TABLE 10 -D. IF THIS MICROFILMED DOCUMENT IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT TABLE L) FIRE DAMPER DUCTS PIERCING SEPARATION WALL BETWEEN GARAGE AND RESIDENCE OR PROVIDE MIN 426 Ga. GALV. STEEL DUCTS U.B.C. 503 (d) EXCEPTION 4. M) PAN JOISTS, COLD AIR RETURN ONLY, MIN 28 Ga. STEEL METAL U.M.C. SEC. 1002. N) MIN. MAIN SUPPLY & RETURN AIR DUCT SIZE (FORCED AIR) 1. DUCT AREA MIN 2 SQ TN. FOR EACH 1000 B.T.U.H. OF TOTAL B.Y.U.H., U.M.C. SECS 706 & 707. a) INPUT RATING OF GAS b) INPUT RATING OF OIL (resulting from B.T.U.H.RATING OF OUT -. PUT TIMES 1.25'TOTAL B.T.U.H. FOR INPUT RATING. c) INPUT RATING OF ELECTRIC ( RESULTING FROM TOTAL KW OUTPUT RATING X 3413 %1.25 TOTAL 13.T.U.11. INPUT) 01 PREFAB FIREPLACES SIIALL BEAR UL OR ICBO SEAL OF APPROVAL. P)GAS METER SHALL NCT BELOCATED UNDER INTERIOR STAIRWAYS, ENGINE, BOILER, HEATER, OR ELECTRIC HEATER ROOMS, U.M.C. SEC. 2211 (f). 47. STATE ENERGY CODE CHAPTER 53, KING COUNTY CODE THESE PRESCRIPTIVE REQUIREMENTS ARE APPLICAR'-': ONLY TO RESIDENTIAL BUILDINGS 6 COMMERCIAL STRUCTURES UNDER 5000 SQ. FT. WHICH ARE DESIGNED UNDER CHAPTER 6, PRESCRIPTIVE APPROACH TO THE ENERGY CODE (FOR ZONE1 ONLY AREAS WITH LFSS THAN 7000 D.D.) TAP.)I,E64- I,&4,L-31 o -4,G -5 CEILING & ROOF SECTIONS; MAK "U" VALUE ;,035 MIN. INSULATION ADDED R -30 6)-f('-3S EXTERIOR WALLS MAX. "U" VALUE .103 MIN. INSULLATION ADDED R-18' 1980 FLOOR SECTIONS (OVER HEATED SPACES) MAX. "U" VALUE .055 MIN. INSULLATION ADDED R -18 SLAB ON GRADE (HEATED SLAB) MIN. INSULATION ADDED 11-8 (UN HEATED SLAB) MIN. INSULATION ADDED R -8 GLAZING SHALL BE DOUBLE WITH; MAXIMUM "U" VALUE .6I- ,16 -Cus6 15.9D (onftw) ),Eh5 T11AN•GI •41-436 coo (ELectric) MAXIMUM OF 21% OF GROSS FLOOR ARIL. PERMITTED. GLAZED UNDER PRERC;:IPTIvE APPROACH. C6K. SKYLIGHTS SHALL BE DOUBLE GLAZED MAXIMUM "U" VALUE 5pµ6 A,sG(.AzEb wags 41poV8. INFILTRATION; ALL FACTORY -BUILT WINDOWS AND DOORS SHALL COMPLY WITH THE FOLLOWING CRITERIA FOR MAXIMUM ALLOWABLE AIR INFILTRATION RATES WINDOWS; 0.5 C.F.M. /LIN. FT. OF OPENABLE SASH CRACK. SLIDING GLASS DOORS; 0.5 C.F.M. /SQ FT OF AREA. ENTRANCE DOOR; 1.00 C.F.M./ SQ FT OF DOOR AREA. THESE RATES MUST BE SUBSTANTIATED BY TESTING TO STANDARD ASTM G-2' C ; O '1 AANA 1503.) -1900 U.B.C. & U.M.C. UPDATE 1982 1. CODE SECTION NUMBER CHANGES - REF. SEE 1982 UBC & UMC F • W H a 4 °w 41 N O 1 w m U 0 a w rn a H 6 w 0 ZQVi , N M H W M y N j o N U O 8 aIz z H w UQ H a W O al a H • t„ 0 'z 4 H 0 ((1 o m O z 0 O N M H H a W w W ^1 W l: 2. FIRE RATING REQUIREMENTS FOR EXPOSED INSULATION REF. SEC. 1713 (a), (b), (c) INSULATION SEC. 1713. (a) GENERAL. THERMAL AND ACOUSTICAL INSULATION LOCATED ON OR WITHIN FLOOR - CEILING AND ROOF - CEILING ASSEMBLIES, CRAWL SPACES, WALLS, PARTITIONS AND INSULATION ON PIPES AND TUBING SHALL COMPLY WITH THIS SECTION. DUCT INSULATION IN PLENUMS SHALL CONFORM TO THE REQUIREMENTS OF THE KING COUNTY ENERGY CODE. EXCEPTION: ROOF INSULATION SHALL COMPLY WITH SECTION 3204. (b) INSULATION AND COVERING ON PIPE AND TUBING. INSULATION AND COVERING ON PIPE AND TUBING SHALL HAVE A FLAME- SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH U.B.C. STANDARD NO. 42 -1. EXCEPTION: FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION 1712. (c) INSULATION. ALL INSULATION MATERIALS INCLUDING FACINGS, SUCH AS VAPOR BARRIERS OR BREATHER PAPERS INSTALLED WITHIN FLOOR - CEILING ASSEMBLIES, ROOF- CEILING ASSEMBLIES, WALL, CRAWL SPACES OR ATTICS SHALL HAVE A FLAME - SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH U.D.C. STANDARD NO. 42 -1. EXCEPTION: 1. FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION 1712. 2. WHEN SUCH.MATERIALS ARE INSTALLED IN CONCEALED SPACES OF TYPES III, IV AND V CONSTRUCTION, THE FLAME - SPREAD AND SMOKE DEVELOPED LIMITS DO NOT APPLY TO FACINGS, PROVIDING THAT THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, FLOOR OR WALL - FINISH. • 3. MINIMUM STEEL REINFORCEMENT FOR ,FOUNDATION WALLS (SEE TABL.F, /9 / . 219 -A -1) ATTACHED TO EACH SET, WHERE APPLICABLE. .,_•, /_ -_- Copyright Zanoni & Associates 1 9116 RECEIVED Cm' OF 1UKWILA OCT 2 7 1988 BUILDIWO IIEPI ' .4' ROBERT A. /1/ANONI ■ P. B. D. Grt. No. W.611•''