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Permit B93-0037 - FARRELL DON - LOT 3 NEW SINGLE FAMILY RESIDENCE
qty '40.t.. :0 R\RReli. LoT? DrveLLI M 6 (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B93 -0037 Type: B -BUILD Category: NSFR Address: 13443 48 PL S Location: Parcel #: 567300 -0030 Zoning: Type Const: V -N Gas /Elec: ELEC Wetlands: Water: DIST 125 Sewer: VAL VUE Contractor License No.: OAKTRH *150LP A Status: ISSUED Issued: 04/14/1993 Expires: 10/11/1993 Type of Occupancy: DWELLING Slopes: TENANT DON FARRELL LOT 3 13443 48 PL S, TUKWILA, WA...98.1,88 OWNER FARRELL DON ;:,, -. 4325 S 239 PL,;:KE•NT, :. WA 98032' CONTRACTOR OAKTREE HOMES:;..: 4325 SOUTH239TH PLACEKENT,:WA 98032 CONTACT Phone: 206 824-1968 206 824 -1968 206 433 -1115 DAN COTTER'` P.O.. BOX' 48070,;'; SEATTLE, WA 98148 ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Descr }ip,tion BUILDNEW SINGLE FAMILY-.1H0ME LOT3 BLK 1 MORT'I, MER PLAT Units. ..001 '' Fr.ont: Buildings; fi 001-,,,,, Left: - Fire Protection SPRINKLERED { UBC Edition: 1991 ;` , 3: 'Valuation: 77',557.:92 l`Total ..Permit Fee: 916 33 *********;***** *, * * * * * * * * * * * * * * * * *' *' * * ** `**'**** * * *;k * * * * * * * * * * * * * * ** * * *,* * * * ** SETBACKS Back:, Right: >: Permit Cei ter 'Authorized Signature -':Date' I hereby ,ce:rtify °that I have read and examine'd,: this :permit ,and know, the sane to be ;true ;and correct. All proviisions.,';of; J,aw and ordinances' governing this-Work Will be complied /with, .whether specified herein or not •r The granting;.�of this }po�nermit does not presume to give authority to violate or cancel the, pyhovisais;;of''any other state or. -local laws regulating construction or t 'performance pe,formance `of<; work., ,II am authorized tps'ign for and obtain this building pm ?it. Signature:__ Print Name: ate: This. permit shall become null ,and void "if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKWIL Department of Co}nmunity Development — Permit Centi 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER PRO.CT NAME SITE I DRESS BI-' PL-S SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system 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 ", date and initial. DEPARTMENTAL REVIEW. "X" in box indicates which departments need to review the project. DEPARTMENT DATE IN. DACE APPROVED.. REQUIREMENTS ! COMMEN. TS BUILDING - initial review ° ' �� 3 te crag. (ROUTED) CONSULTANT: Date Sent - Date Approved - i`��7 �.� � XFIRE `Yl S/ 5., FIRE PROTECTION: sprinklers ^) Detectors INSPECTOR: I N/A FIRE DEPT. LETTER DATED: 1 INIT: K. 1g. PLANNING ZONING: j 1 0 7.z LBAR/LAND USE CONDITIONS? ( )Yes u No REFERENCE FILE NOS.: INIT: d MINIMUM SETBACKS: N- S- E- W- PUBLIC ! WORKS ! �% 9.6 PERMITS REQUIRED? L Yes (3 No PUBLIC PUBLIC WORKS LETTER DATED: / INIT: 0 OTHER INIT: BUILDING - final review ,r .• ,� iI/_ TYPE OF CONSTRUCTION: IV fig CERT. OF OCCUPANCY? [� Yes No UBC EDITION (year): 1T91 / " I I �:!�i BUILDING OFFICIAL / /a/ . 'irk . INIT: • REVIEW COMPLETED AMOUNT OWING:`C�\ c p5.Ob CONTACTED �+� mwcf,3P, DATE NOTIFIED J �3 i`��7 �.� � BY: (init.) `_et 5 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) 01/08/93 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDIN3 PERMIT APPLICATION PLAN CHECK NUMBER DESCRIPTION AMOUNT:: : :RCPT DATE BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE OTHER: TOTAL SITE ADDRESS SUITE # tiL` ' .-� XX � i pL ,, VALUE OF CONSTRUCTION - $ 00 rl Z. O00 , PROJECT NAME/TENANT ,./ K.,--/ t L- L..,eA ?> ASSESSOR ACCOUNT# -j �, � (commercial) U Demolition (building) 0 Other TYPE OF K New Building U Addition U Tenant Improvemen WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: F.,v,L-.ED ,Ji .J �lAJC -zL,� F,9, -1,LY" /40 �`S,= BUILDING USE (office, warehouse, etc.) StrJLt1_Iy 1= Ar•- t1L.`f 1- I0 VStw NATURE OF BUSINESS: N/A WILL THERE BE A CHANGE IN USE? ® No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: I /11 So., Fr, Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ® No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER >1..1 f =(igKra L. L I PHONE P' 19£3 ADDRESS r� ADDRESS ZIPai8o3Z CONTRACTOR G1�K- r— r�r -.c� t 1e r s PHONE s z 19�8 ADDRESS c 4/ 2..`:.-.-3- l� . Z? r L ,// � 17N/ 1 �A ZIP 1 C} f'�C>3'Z WA. ST. CONTRACTOR'S LICENSE # c,r�r -r>Ztt to�� EXP. D� E% a'cf .. ARCHITECT PHON ADDRESS ZQ�r ';' /Nvt= �0, a+2. Dr-to ∎ -1Dc- , vs/A. ZIP` 802.0 HEREBY:: CERTIFY: THAT (;:HAVE READ; AND::EXAMINEO THIS APPLICATION;: AND;KN BE TRUE.' AND;. CORRECT, AND 1:>AM :AUTHORIZED TO APPLY. FOR .THIS !PERMIT ... BUILDING OWNER OR AUTHORIZED AGENT SIGNORE- - �a t,'Z(c PRINT NAME i �Ap, DATE t -z 1 -G 53 PHONE y�3-IIIa ADDRESS CITY/ZIP CONTACT PERSON PHONE Li .3.S- //lS APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about 'r ess or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. {;fib ouuproc1 1 1:, DATE APPLICATION ACCEPTED FEB 2 -DATE APPLICATION EXPIRES 1993 PERMIT CENTER 03116/81 SUBMITTAL CHECKLIST COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS COMMERCIAL TENANT. IMPROVEMENTS'' :: Completed building penult appiication.(one for each struotureor F-1 Completed building permit application:(one for each structure Assessor. Account ,Number: Two sets (2) of the following Specifications •Assessor Account Number:: Two •(2) sets of construction plans'.which include Site •: Location of tenant space %Existing and,proposed parking ',. •:Landscape plan:(11 applicable, t e.:chan Overall. building` plan ..Tenant Iocabon +:Use of adjacent (common Wall):tenant Overall dimensions of bullcting or square; footage; Structural calculations stamped by. a Washington State license engineer'. Soils report stamped by a Washington State:licensed engineer; Topographical survey Energy calculations stamped by a:Washington State.ticensed — engineer or architect ri Legal description Working drawings, stamped by a Washington State licensed architect, which include: • Floor.: plan of: proposed tenant space • .Tenant space plan with: use of each roomlabell %:Exitdoors egress patterns •: New walls,: existing wall;' and walls to be demolished • Site plan':.. •Architectural drawings... • Structural drawings;. • Mechanical drawings • Elevations • • Civil drawings • • Landscape plan Construction, details •;Cross sections showing'wali construction and method :6 :attachment for floor and ceding •Structural calculations stamped:'by a Washington: State licensed::. engineer maybe required if structural work is ,to be done (2. :sets) ' NOTE:::.if ant utility work is obe done, submit separate utility..perm application and plans Completed utility permit application Six (6) sets of civil drawings • NOTE: See utility; permit applicabon.and checklist for sped submittal requirements; • RACK STORAGE:: :REROOF Completed building permil.application Completed building perrnitapplication Assessor Account Number Two (2) sots of plans which. include: U Building floor: plan. showing:::; . :• Entire space where racks will be :located . • Exit doors .; Dimensions of all aisles: Tenant space floor plan showing rack storage . layout,, aisles and exits: NOTE; Include dimensions of racks (height width and length), aisles and exit ways on plan, r� Structural calculations stamped by a Washington State licensed engineer (rack storage 8' and over) Assessor 'Account Number;:;': Narrative describing :existing roof, material being;;removed, :an material being installed. NOTE: A ;certification letter is required prior to final inspection off of the permit and sign ,:;' ANTENNA/SATELLITE DISHES RESIDENTIAL - Completed building permit application? Assessor Account Number TWO ,(2) sets:of:plans; whlch:includo: • Site:Plan (showing .building' and location of antenna/satellite dish "Details antenna/satellite dish: and method of:attachmen Structural calculations:.stamped by a '`:engineer may:: be. required NEW SINGLE-FAMILY 'DWELLINGS /ADDITIONS Completed bullding permit application (one :for.each structure RESIDENTIAL REMODELS', Completed building permit application, Legal description: Assessor Account Number Two sets•(2) cf working drawings, which include::` Washington; State:Iicense Assessor Account Number Two (2) sets "of working drawings, which include for oach structure :• Site plan .: (prt plan, show.closesrhydrantlocation Foundation plan <: Include access to bwlaing;'showing;;`.;: • Floor plan, width and length of access ) • Roof plan •: Building elevations_ (all views Building cross section! Structural framing plans Washington State Energy Code data Completed utility permit application l i Six (6) sets of site plans showing utilities • NOTE Building site' plan an0 . utility site plan may be`combined,` See utility permit application and checklist for specific submittal requirements., Additional topographical and soils information: maybe required if unique.: sito conditions REROOFS: Completed building ponnit application Assessor Account Number n Narrative describing existing roof material being rernoved, and matenat being installed NOTE A cerbficat/on !attar is required prior.: to final Inspection and sign off. of the permit; structure ,f City of Tukwila John W. Rants, Mayor Department of Public Works M E M O R A N D U M NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DIVISION DATE: APRIL 8, 1993 SUBJECT: UTILITY PERMIT AVAILABILITY /REQUIREMENTS FARRELL SFR & GARAGE (LOT 3) 13443 48th Place South Project No. P93 -0007 Activity Nos. PW93 -0060 & 0061 Contact Person: Dan Cotter Telephone No.: (206) 433 -1115 Ross A. Earnst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS ARE AVAILABLE FOR ISSUANCE IN ACCORDANCE WITH THE PLAN APPROVED ON APRIL 8, 1993: Curb Cut /Access /Sidewalk Storm Drainage Permit Fee $ 25.00 25.00 TOTAL $ 50.00 Two copies of the confirmed Utility Permit Application Form and approved plans have been inserted in the building permit file for the residence (B93- 0037). JP /cd cf: City Utilities Inspector (w /copy of plans /application) Development file (w /copy of plans /application) cd.d25.farrell.upa 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax (206) 431-3665 �,�w► wq° City of Tuwvila App . or ✓' 0007 :,Z 1Central Permit System - Engineering Division ,B9'3- obs� Nas& 6 93 -a�.?8 �,oR.oyE • l 6300 Southcenter Blvd.. Suite #100. Tukwila, WA 98188 4, - Phone:- .(204).433-0179 ° F E B 2 Q �q - •��✓ ° > '�'W7 z wa&R 2,), tz` e�, 7- u IL.ITY PERMIT APPLICATION_ 21J93 Site Address: INFORMATION Name of Project: /3•54.}3 - ,°G. Ste. (Sc- �l�+d �r t-I,, 1/ -/e � �/i�iG+Yt� y�tiV n..t :ThoNA id Pn ezL. Loi- 2 Pro•ert Owner: Street Address: Engineer: Street Address: Contractor: CE t- L. -4a E -s rl Z I-\ 6.7 ► -1, =< Phone No.: - I ck,s? City /State /Zip: Phone No.: -7 -q_ City /State /Zip: c„ Phone No.: P.zi / -1q;os Street Address: 77-,c1a p King Cty Assessor Acct #: 7340 - 4036 Contractor's License #: .......:..::.:....::.. ` PERMIT :, REQU ESTE ❑ Channelization /Striping /Signing Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: _ Sizes: ❑ Flood Zone Control ❑ Hauling ❑ Land Altering cubic yards `►\ j�,U"� ❑ Landscape Irrigation ID Moving an Oversized Load Est. start/end times. �►'�t Date: ❑ Sanitary Side Sewer - No.: oray City /State /Zip: ,-jr ,J.i, q £?✓�3 c�✓�r� ; ri = ,moo �,- Exp. Date: alq z ❑ Sewer Main Extension ❑ Private ❑ Public Storm Drainage ❑ Street Use ❑ Water Main Extension ❑Private ❑ Public ❑ Water Meter/ Exempt:- No.:.— Sizes. Deduct ❑ Water Only ❑ �/93 ❑ Water Meter/ Permanent- No _. Sizes. ❑ Water Meter/ Temporary: - No.: Sizes. Estimated quantity: Schedule: ❑ Other: WATERMETEF DEPOSIT /.< REFUNDIB1L LII ':MO,NTH,L'Y:i; SERVICE;;s<'::: >:BILLINGS °:T.O G, Name: ;,v;4- ri 2_ i7,' i , rr I Z 'f)- Street Address: Phone No.: z1 z- 9j5 9'7 ❑ Water Name: U, L Jt) ►_ Street Address: Sewer ❑ Metro City /State /Zip: Phone No.: City/State/Zip: ❑ Standby :.DESCRIPTION OFPROJEC ❑ Multiple - Family Dwelling ❑ Hotel No. of Units: ❑ CommerciaVIndustrial El Motel El Office ❑ Retail E Single- Family Residential ❑ Duplex ❑ Triplex ❑ Apartments El Condominiums ❑ Other: New Building MISCELLANEOUS Square INFORMATION Footage: I I `1 1 ❑ Warehouse ❑ Church ❑ School /College /University ❑ Manufacturing ❑ Hospital ❑ Other: ❑ Remodel/ Square footage of original building space: Addition Square footage of additional building space: King County Assessor's valuation of existing structures: $ ':1 HEREBY :CERTIFY <THAT :1 HAVE: READ,: THIS APPLICATION AND:: KNOW.THE;SAME TO;BE TRUE :AND CORRECT Applicant /Authorized_ Contact Person A•-n i.n.tur-: �-�. .4, print name): Print Name: 7---),W c",.e, -r-7-6-- /Z. Address: -r-:_(_-,. �,,, ,-Ice_ m, , Date: 1 7-1 -`1 .3 Phone: ,1' -1 t I S cif-.', 1.,lt; _ Phone: 477,-// /s- Valuation of work to be done: $ 42 DOD. DO Date Application Accepted: Date Application Expires: 04/22/92 ' �: STORM DRAINAGE � Permit No: PW93-0061 Issued: 04/14/1993 Status: ISSUED Approval Letter: 04/08/1993 Project: FARRELL SFR LOT3 Expires: 10/11/2393 Site Address: 13443 48 PL 5 , Location: EAST SIDE OF LOT Parcel #: 567300-0030 Watercourse: Wetlands: Slopes: 'Sower: VAL VUE Water: DIST 125 Contractor License No.: OAKTRH*150LP OWNER FARRELL DON Phone: (206)824-1968 4325 3 239 PL, KENT_90032 - '' ' .���' �� .^��' CONTRACTOR OAKTREE HOMES .��'Phona: 206 824-1968 ' 4325 SOUTH 239TH PLAtE, KENT, WA^38032 CONTACT COTTER DAN ' . ' �'� . Phone: (206)433-1115 P0 BOX SEATTLE 98148 .' � '� ' ***************************a****************+^*****+****+*'**+******»h****** Additional P - -'. 'i t 1on' -', \ ,' `' -y v , ' GROUND INF '�5YSTEM FO ROOF DOWNSPOUTS ` Existing 5q Feet:', �' ' c *y, ./' 'Additional quare^F' e- e` � t: ^ New Square',/Feet: ``ll91 1 � `� ''` �'` .- �/ '� ' ^~;' • `, Inspect Fe � `' 5.00`` ' Acct No .412/342.400 �` _ *''' � Plan �h��h �� -�10.00 �'/�'' ``-�, Aoot'N�: 000/ 345.830 ", `'` `' '�� � TOTAL �� / - � Y '� � !`� , '^ King C0unt ' ruo io:� ���2,OOO'0O *********** * * * ** ** ***********w***�+***A** 1 hereby ^ cabl sections ' of the City of T '`egrae.thet the City of Tukwila shall be held harm y:.o7aims arising .as-` result of this project. ! Permits which beyond the e�o1ration\ date `�shall requir. a re-appl1oa i`ssuanoe of the porm1t !through the City at an additional fee ` i / � � '� /` , `� °� � ` �' '�' . � / ` . . THE APPLICANT ST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS .IN ADVANCE. TO SCHEDULE 'AN INSPECTION CALL , 433-0179 . Signature: / ' . .� - ' Date: ^/ /�4i��` *****A*****��* �******--�****. ^x*w*****w**+*'**»----/*^'**`***�� w********a++****** APPROVED FOR ISSUANCE!8Y: JAP /1-//��/7�� Issued 8y: _�57 Date:�� }°-[���� Authorized Permit'Cen�or Signature-- -��`� *******»*******+***********+*w+�*******�*****���********ak*********m***** I hereby certify that the permit holder Whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature Date, CITY OF TUKWILA Address: 13443 48 PL S Permit No: PW93 -0061 Tenant: Status: ISSUED Type: PW -SD Applied: 01 /27/1993 Parcel #: 567300 -0030 Issued: 04 /14/1993 **** kk*• k**• k• k****** k• k• k*• k*• k• k* k*• k************ k*-k*** **k*•k•k*** *k *•k•k**k****** *k** Permit Conditions: 1 TEMPORARY EROSION CONTROL MEASURES SHALL 13E IMPLEMENTED AS NECESSARY TO PREVENT SEDIMENT TRANSPORT OFFSITE DURING CONSTRUCTION. Permit No: PW93 -0060 Status: ISSUED Project: FARRELL SFR LOTS Site Address: 13443 48 PL S CURB CUT /ACCESS /SIDEW.4. Issued: 04/14/1993 Approval Letter: 04/08/1993 Expires: 10/11/1993 Location: ONTO 48TH AVE SOUTH & 48TH PLACE SOUTH Parcel #: 567300 -0030 Watercourse: Wetlands: Slopes: Sewer: VAL VUE Water: DIST 125 Contractor License No.: OAKTRH*150LP OWNER FARRELL DON Phone: (206)824 -1968 4325 S 239 PL, KENT 98032: 'CONTRACTOR OAKTREE HOMES Phone: 206 824 -1968 4325 SOUTH 239TH' PLACE, KENT, WA.98032 CONTACT COTTER DAN Phone: (206)433 -1115 PO BOX 48070, SEATTLE 98148' • k********** k***• k***• k*• k****• k********* k****• k**• k• k**• k****• k * *•k * ****Ar *•k:k ** ** *** * * *•k ** Additional Permit�.',Description: TWO DRIVEWAY.S :`' Existing Square: Feet':, New Square ;'Feet: Inspection Fee 15.00 Acct No:.000/342.400 Plan Check Fee,: ` 10.00 Acct. No: 000/345.830 TOTAL FEES:' King CountyValuation: =Value of Construction:; 72,000.00 *********** A** k***A. k********:**' k** k***************** 4* * * * * **•k * *•k * * *•k *** * * *•k * * * * ** I hereby accept ,t•his permit and'agr.ee,,to abide all `applicable sections of the City of Tukwi la',:Municipal•`Code. We`'agree that the City of Tukwila shall be held harmless for. all or any claims arising..as.'.a, °result of this project. Permits whi`kch have'japsed beyond the expirat.ion,;_ date :.shall require a re- applicat ;i.otn 'and, ;;reissuance of the perm`itthrou.gh the City at an additional fee. ir. is Additional Square Feet: THE APPLICANT.': MUST NOTIFY. THE CITY INSPECTOR;OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS °JN ADVANCE./ TO SCHEDULE -AN INSPECTION :CALL 433 -01� Signature: -- ti��- -� Dater * * * * ** * * * * * ** fr*- T k * * ** * * *•k *•k * * ** *•k * * *•k * * * ** k *•k* *•k* k * * ** *** * * ****** * ** ***'k * * *•k** APPROVED FOR ISSUANCE BY: JAP Issued By. • ' Date. L't �"l -`{ Authorized Permit Center:.S.ignature- *****• k***• k*• k*************• k***• k* kk**'.*** k,** *,•• k*'• k4k.** ir*k k**• k* •k *•k•k*•k•k•k•k ** * ** * *•kk *•kk* I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions 'for the project approved herein. Final Inspection Approved: Inspector Signature Date CITY OF TUKWILA Address: 13443 48 PL S Tenant: Permit No: PW93 -0060 Status: ISSLUED Type: PW -CCAS Applied: 01/27/1993 Parcel #: 567300 -0030 Issued: 04 /14/1993 **' k• k• k**** k****• k*********** k**** k*• k**k*%**• k*' k****** kk*•kk*k*•k * ******k*•kkk**•k•k* Permit Conditions: 1 1. DRIVEWAYS SHALL BE PAVED A, MINIMUMOF'20 FEET FROM THE EDGE OF EXISTING.; ;ROACi.:.PAVEMEN•T AND SLOPED;, SO THAT DRAIN- AGE DOES NOT ,FLOW.°ONTO THE PUBLIC ROAD SUPFACES: TEMPORARY:E.ROSION CONTROL :MEASURES SHALL BE IMPLEMENTED AS NECESSAR;Y.` TO ,PREVENT ;SEDIMENT TRANSPORT OFF-SITE DUR- ING CONSTRUCTION :` :. '. ********************************** * * * * * * * * * * * * * * * * * *. * * * * * ** * * *** CITY OF TUKWXLA, WA TRANSMIT ** ****************************** *, * * * * * * * * ** ** * * * * * * *4 * * * * * * * ** TRANSMIT Number: 93000465 Amount: 565.00 04/14/93 10 :25 Permit No: U93 -0037 Type: B- -BUILD BUILDING PERMIT Parcel No 567300 -0030 Site Address: 13443 48 PL 8 Payment Method CHECK Notation: OAKTREC HOMES Init: SLB *********************************** * * * * * * * * * * * ** * * * * * * *** * * * * * * *. Account Code Description Paid 000/322.100. BUILDING - RES 540.50 000/341.703 BUILDING-RADON MONITOR 20.00 000/386.904 STATE BUILDING SURCHARGE 4.50 Total (This Payment): 565.00 Total Fees: Total All Payments: Balance: 916.33 916.33 .00 1144),z, k* dlr: iFlkakdr*•h*dVr**********k k*7k •kde**dr*ek•kdrfitt4;4*+t* *** ****ie*•k•kvtyl• **h*kk kfr*** CITY OF TUKWILA, WA 1RANSMXT *•kkk * * *• kit** k******** k****** ******• k *k * *i4**kk **k*** * * * * * * *k *h* *** TRANSMIT Number: 13000469 Amount: 25.00 04/14/93 10:30 Permit No: PW93-0061 .Type: PW -SD STORM DRAINAGE Parcel No: 567300-0030 Site Address: 13443 48 PL 5 Location: EAST SIDE OF LOT Payment Method: CHECK Notation: OAKTREE HOMES Init: SLB **************** i**• h**** i*********** * * * * * *•k * * * *** ** * * * * *•k *k * * * *k Account Code Description Paid 000/ 345.830 PLAN CHECK UTILITY 10.00.. 412/342.400 INSP FEE - STORM DRAIN 15.00 Total (This Payment): 25.00 Total Fees: Total All Payments: Balance: 25.00 25.00 .00 ********** * * *h * *h * * * * ** ** * * * * *k * * * * * *A' *tit ** * * * *k * * ** * * * * *h * * * * *** CITY OF TUKWIL.A,,WA TRANSMIT **************** * * * *** ** ** ** * * * * ***** ****** * ** ** **** *fit **** ** ** TRANSMIT Number: 93000460 Amount: 25.00 04/14/93 10:30 Permit No: PW93-0060 Type: PW-CCAS CURB CUT /ACCESS /SIDE Parcel No: 557300-0030 Site Address: 13443 48 .PL S Location: ONTO 48TH AVE SOUTH & 48TH PLACE SOUTH Payment Method: CHECK Notation: OAKTRCE HOMES Snit;: SLB, ********************************* * ** * * * * * ** * * * * * * * * * * * * * * * * * * *** Acoount Code 000/345.530 000/3.42.400 Description Paid PLAN CHECK -- UTILITY 10.00 INSP FEE * UTILITY 15.00 Total (This Payment): 25.00 Total Fees: Total All Payments: Balance :, 25.00 25.00. .00 ,:•:*44.0e*,14*4,***********),*******************41**********************: CITY OF -.TUKWILA, ,WA • ' • • , TRANSMXT •'• **if oF***,.41 k.*te*****************:**********************************4 TRANSMIT Number: 93000i57 Amaant: • 351.33 02/02/2,3AM.16 '• • Permit No 893-0037 Type: 11--BUIL0'.. BUILDING. PERITIT P!iyinerit 'Method: CHECK Notatipm:. OAK. TREE ,HOMES In it:. SAO Ao0o4nt • COde , :H.• 000/345.830 pecrl pt .PLAN CHECK 7. RE8 Total (This Payment)::i Total Fees: 896.13 Total All -payments: - 351.33 8a1anOet - 545 .'.00 Pa I d 351.33 GENERA, TOTAL 331.33 •CHEM( 351.33 CHANGE 0.00 7627A000 16:08 c, CITY OF TUKWILA c Address: 13443 48 PL S Permit No: B93 -0037 Tenant: DON FARRELL LOT 3 Status: ISSUED Type: B -BUILD Applied: 02/02/1993 Parcel #: 567300 -0030 Issued: 04/14/1993 ** ****•k******* ** *******•k ******* k**'**•k******** k•k•k k** **•k***•k *fit **** *•k•k k*** k k** Permit Conditions: 1. TEMPORARY EROSION CONTROL.;MEASURES:;_SHALL BE IMPLEMENTED AS NECESSARY TO PREVENT. EDIMENT 'TRANSPORT'OFF- .SItiT,E, DURING CONSTRUCTION. ONCE., CONSTRUCTION HAS;.BEEN COMPLETED.. AND ALL DISTURBED AREAS`'.HAVE BEEN; >>,FINISH GRADED, REVEGETATION OR OTHER PERMANENTS �MEASURESr,SHALL ''BE= -IMPLEMENTED AS sow As POSSIBLE AND:;L,_PRIOR,, TO :FINAL' PROJECT AC CEPTANCE. , ALSO` PRIOR TO FINAL ACCEPTANCE,, `•A NO- PROTEST WATER, AGREEMENT WILL'' NEED TO BE SIGNED FOR THE CURRENT DEFICIENT SYSTEM AND. AN ADDI- TIONAL 5. FEET' OF RIGHT =OF -WAY `;WILL'/NEED TO BE',.DEDICATED TO THE CIWALONG 48TH AVENUE; SOUTH IN ACCORDANCE WITH CURRENr REQUIREMENTS.. 2. No chia'nges,•,will be made Ito th`e..plans unless approved by the Arch,• fect. and the Tukw0a Bui;ldin'g D;i.vision. 3. Plumbing r; perni t shall ' be` obtained through the Seattle-King, County Department of., °Publ,ic Health. °;'PlUmbing will be ' f., r d. : inspected by that,,,agen�cy in.clu;d ng "ai l;'gas ;.piping _.. (296 =.4 722) .: .. _._ , �,, ; _ }, ,} 4. El ectri cal- `per-ml t shall >> baobtained through,.�;.the Washington State'. Division of f Labor... and I `. ndustri es .,end all electrical work wi 11, {j;be inspect ed- by,'that;;'age`ncy.(248 =6657) . 5. All xmechanicat,work °'`shall be under•separate permit throng the' `Cikty. of ,Tuk,wi 1a. •` :' 6. All 1perrn1 tTOnspection records, °.andapproved plans .. 'shall b ai maintned 'available at the job s.lte;`,..pr�i`'cir. toy" the start ,o _. any constri,uction.'; These documents are to be.maintained` availabf1e until final inspection,`' approval is granted. 7. Engineered truss drawings and calculations shall be on si and available to;;'the 'b`ui iding inspector for inspect`;i;on purposes:.`:,,4 ocu "m;en ts shall <; bear the seal ,. and. signature o Washington ate' P'rofessional'',Eng ineer:' 8. Any exposed'.= :ln'sulations backing material shall have a Flame Spread Ratingof •,25 or less,fandm aterial shall beaenti- fication showingthe.,fire pe.rformance;: rating thereof. 9. All construction tob,e done in °conformancewith;approved plans and requirements" of the .Uni fore► Bui lading' Code (1991 Edition) as amended by the=::. Washington State Building. Code, Uniform Mechanical Code (1991 Edition), and Washington State Energy Code (1991 Second Edition). 10. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11. All wood to remain in placed concrete shall be treated wood. 12. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. . 13. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be con - strued 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 cha11 ha ual id r.‘44; fRompitfewivoliwioatr41,4 s:,;c0w4oftA *ALA 4 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 • 1908 Gary L. VanDusen, Mayor Wi:46701404r4T;',i TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM vOntrol No. Permit No. /!9/-0017 Project Name 411.),,, roefe/I Address / 1.'19 44 V /9/ P c". Suite # A21- Retain current inspection schedule A44 Needs shift inspection Approved without correction notice X Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: /L' '2Z. 1/- .4/3 Authorized Signature Date , . FINALAPp.FRM T.F.D. Form F.P. 85 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B93 -0037 John W. Rants, Mayor February 5, 1993 Re: Don Farrell - 13443 48th Place South - Lot #3 (residence) Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Due to the water availability certificate provided by Water District #125 for this project, showing 840 GPM, an automatic sprinkler system shall be installed. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R..B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinker work shall commence without approved drawings. (City Ordinance #1528) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212-80) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1646) 2. For short plat development (four single family homes City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number. John W. Rants, Mayor or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular. travel. Any overlooked hazardous condition and /orNiolation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd 0.• (INSPECTION RECORD Retain a copy with permit CITY OF TUKWILAABUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ' (206) 431 =3670 X13 -0331 PERMIT f40 ro ect :O 01/4K --FiQ 2_. ‘AOfT1.Po ype 0 n n: VI rlo.1 Address: (5 Li Lo Li% pi Date Called: 3 Special Instructions: C.o \ W l i 1l mR • ) ape Y w‹... Date Wanted: 0., ci. am. p.m. Requester: Qv 2 Phone No.: L.-03- 1 1 1 J Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: etipb r c (- • Zc.o8,V e :C.j (o e j ❑ $30.1 ' R' SPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. INSPECTION NO. O IiNISPECTION RECORD\ Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 - ype o •,: a on: umall Date Calla: C/a Special Instructions: as I ( t at` Want: . : n , 'V p.m. Requester. I a■td CSI. Phone Noe.;_ 0(, h r! ' 11 11 i 5 0 Approved per applicable.codes. COMMENTS: 7 Corrections required prior to approval. TES u L-01---c< c,J Gtt_ Si'Acc . 4)Q .o V, 9 A C c 'iL h1' `I`1 c. et - to s L. 1 J (ASP nspector: • Uate:.5 ❑ $30.00. REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . " INSPECTION RECORD' .Y. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT N0. (206) 431 -3670 ro Oct: kf ..Farr..Q t \ \� ype o ris.:. •n: per, �'i n os.\ Address: I -3 14 3 / 6 Pi 1� ateL`afR: Special Instructions: } 1 � Lo ,_`°'[ Date Wanted: am. p.m. Requester: Phone No.: J Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: nspector: % 11 , :: w ^ ' v ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Reecept No.: Date: INSPECTION NO. 0 INSPECTION RECORD Retain a copy with permit CITY OF 'TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3070 ProJect'tv,a`')' FaA1vb ("il �P Ypeo nspedwn• CAIAAe-ei Address: l , r , t j i ' % `'C 1' f Date Called: 1 -S - ti, Special Instructions: carot A r ) ,, n C0 (� j-F i rY/aL / Date Wanted: �~ ci . — Requester; Na: c r i _ 4 / 65' proved per"applicable codes. 0 Corrections required prior to approval. COMMENTS: 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. INSPECTION RECORD .0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Bg5- 0037 PEAMIT NO. (206) 431-3670 ..•., 0 PA k e_ai- L.bi We n n AciS137(r).r, 4 S ft - Date Calle& SpecK ns ructiuns: —PeiVYY) -(5 aft i 1 e.,.. _ C;4144(16646 ernY) Date Want°, am' lit Requester: 4..2etAt•--e_s Phone No .: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 14_4 o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 893 aca Z PER (206) 431 -3670 • ro ect:4,0 % /' Ors �/s'�"�`'l ype o nspect n: 5 44,es Addresss3 y� r-� ,"G ,sa Date Called: 26`9 Sped T al nstructlons. _ Date Wanted: " /� ���� 69 p.m. Requester: Phone No.: igLApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 6,, 4,S G �c•tG c.54„,„ Date--2s-9.-.1 I ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No, Date: INSPECT ION RECORD : Retain a copy with permit CITY OF TUKWILA'BUILDING DIVISION 6300 Southcenter. Blvd., #100, Tukwila, WA 98188 0032 PERMIT (206) 431 -3670 -P7" 1)D 1J gL Q.LL Lori, Type of tnspedfk Y Ai cl.1;1 t 41g. Pt 3 Dae Calledln _- / 3 Spedal Instructions: u vilb:°° 4 iY) -- j� f i(1 s 'L.. C4 /1 +n . ( ,t)--Pi r rvl Date Want ; Requester: 1a J Phone No.: 43.2)— /1 / 5 Approved per applicable codes. 0 Corrections required prior to approval. - COMMENTS: AiIPME11/ 044*IIVIIINIlkiitatEMMI11 ❑ $30.00 REINSPECTION FEB REQUIRED: Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. �P Date: 0 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 X393 - 'pp= (206) 431 -3670 ',toad Fvnie a C.Or� j ns..��n • i 1J d;45 4 P1 5 Date .:.:,� f ���3 �. sdddr aY nstructions: , DD vl PLQ4Q Date Wanted:/ / p� to —1 0 - q: Etm. .m. Requester: A jApproved per applicable codes. COMMENTS: ' O Corrections required prior to approval. O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. e: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 �� Y � � 1 f? Type of Insstr Q iSI�R , • A dre ir. Date Called: Sp eInstructions: _J11061)114 &4 `� Date Want 1 D __9, 3 m. .m. Requester: r—�r A y ! /`7 " Phone No.: )14.. Approved per applicable codes. ❑ Corrections required prior to approval, COMMENTS : nspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0. 0 INSPECTION RECORD Retain a copy with permit CITY OF 'TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ro r Type of fns = , + �� 1 V Pk /II r' np 22 - Instructions: f) O ; �� �,nn p IR a C .� ' ` "' J r Date Want GJ '"" %3 — C%� am, .m. Requester: , Phone No.: "✓,/ Approved per applicable codes. :COMMENTS: _... • 0 Corrections required prior to approval. C7 $30.00 REINSPECTION F E REQUIRED. Prior toreinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 •roi . OVl Gl'(rV� ie4 ypeo ns.:« ,n: • • �4 h � 4 e./� / ress: I7/5 ,�j ) c! _v c.�i�yf -� ' r , 4-A, l/ Gee . /2 r ei, . 4 424 /41 Sp :. • Instructions: (t 8- 73 Date anted: O ' u � .m. Requester: nn / 0.30 a 1<— —Fo a-u" , Phone No.: 1 / r- 0 Approved per applicable codes. O Corrections required prior to approval. COMMENTS: ' -,1 3e) % /w( ,C.ri,,ts Z.,0-49 5.e. ' s-- a 4' D'-27 /1/ ,/' -7`6 s ie4 �4 h � 4 e./� / 1. 7:4;3 q f--e_e-, '4-es ire 4. _v c.�i�yf -� ' r , 4-A, l/ Gee . /2 r ei, . 4 424 /41 74 .s.,,._ /dui -`-s /<o.., yr . / 0.30 a 1<— —Fo a-u" , ir nspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dade: 0 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 ro is air, — ....- ... ... ..... ype o nspect : 0 w.....00.... , 3 44) irf3 pe._ ,s4, 4/-2-3 Special' nstruct ons: Date Wanted: p.m. Requester: Phone No,: 0 Approved per applicable codes. X Corrections required prior to approval. COMMENTS: 'eiso /00 4,h 6 6.0 .7 75, e.,4, • /1--, • a 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ecreRo.. Dale: . le. 83 1 0 : 2BAM * IMRE ,fig 3--x.7 Mr. Dave Larson Building Department City of Tukwila Tukwila, Washington EREG-- ARCHITECT Re: Behm Design House Plan Nos. 1154 and 1.191 Oak Tree Homes Dear Mr. Larson: P02 Robert A. Fasullo, P. E. 201 5th Avenue, South #Z Edmonds, Washington'98020 May 18, 1993 1 have made a design check for the '!;se of 5/8" APA texture L -11 plywood paneling on the above referenced house plans in the City of Tukwila, Washington, and find that it is an acceptable substitute for the 1/2" CDX plywood as specified on the exterior walls. If there are any questions on the above, please feel free to contact me by mail or phone (206-774-800.00/4.,,,„4‘ �°'' A Fq�� Cordially yours, •f��, ,elvVA,p,.G�! 1 U 14t • 17sd/ + +. RECl1T E(1!a ll �+oNAl. Robert A. Fasullo, WASHINGTON STATE CODE PROGRAM (- Building Record 1r 1`SSlIL'lOLN} Attachment B WS{EO Contract # 91 -19 -96 (please check one) New Building ❑ Addition over 500 sq. ft. Jurisdiction: City of Tukwila please check one ® City ❑ County (please check one) Single Family ❑ Duplex ❑ Multifamily ❑ Zero Lot Line Home ❑ Planned Unit Development Permit # B93 -0037 File ID # (1f different from Permit » O 'Ali 1615®N A. Site Information Address 13443 48th Place South City Tukwila, WA Zip 98188 Assessor's Property Tax # (or attach legal description) : 567300 -0030 Servicing Electric Utility Seattle City Light C. If Single Family, Zero Lot Line or Planned Unit Development Total Conditioned Floor Area Second Duplex Unit 1191 sq. ft. sq. ft. t i7� .� t ', .r4 (..c t7 .r sit:{`•. v, rm B. Owner Information Owner (owner at time of construction receives utility payment) Don Farrell Company Address 4325 South 139th Place City Kent State WA Zip 98032 Phone ( 206 ) 824 -1968 Federal ID# or SSN 91- 1240650 D. If Multifamily (R -1) Total # of Buildings Total # of Units Total sq. ft. (optional) I AT SOURCE M1 �,] I 1J A. Primary Space Heat Type (check one) ❑ Electric Baseboard ❑ Electric Furnace ❑ Electric Heat Pump ® Other (specify below) Forced Air , vr;Mtz *�ttrtWt, r1, COMPUANCEtrs F °` WSEC Compliance Method ❑ Prescriptive Path ❑ Component Performance ❑ System Analysis B. Back -Up Space Heat Type (optional, check all that apply) ❑ None ❑ Wood ❑ Electric Baseboard ❑ Other (specify below) C. Water Heat Type (optional, check one) ® Electric ❑ Gas ❑ Other (specify below) (ey.trsy^9+' -n;'KN rs��(tercdtem -, �f., n ... TIONIENFORO. Date of Permit Application Date Building Permit Issued Date of Insulation Inspection Date of Final Inspection 02/02/93 04/14/93 07/01/93 09/10/93 I hereby certify that this building or addition has been inspected for the measures required by the 1991 Washington State Energy Code (WSEC), that It is in substantial compliance with the WSEC, and that the WSEC checklist for this building is on file. Signature of Building Official or Authorized Representative Date Return white copy to: Kathleen Skaar, Washington State Energy Office, 809 Le ion Way SE, FA -11, 01 m•ia, WA 98504 -1211 w.SFr). Whito (.`nnv lllil hi,I11wnnr. r'.anary h.rlerl!Mlnn _ DIM" "Inn., a n. STRUCTURAL CALCULATIONS FOR PLAN No. 1/ q/I CITY OF TUKWIUI FEB 2 1993 PERMIT CENTER cc W SUBJECT PLAN No elt1 GCCo4�- 3 /0A/ S 1 ENGINEER ,'o's,e,r 4• -svGt o DATE 2/ FOR QUESTIONS OR Q.ARFICAflONd. CALL OUR OFFKX a 12054 774.4000 OUR AOORES3 t8 201 5TH NE 5.12 ECMOhDS, WA. 46020 Behm Design reV6-1-0 s... P6-4x) Z.--OorivIN(ry r 0 LL = 25 U6C. gdyle v0 rc.,y w,D et k, b( ex(' esnt-c /S�psr 1-Y-4' 2 �Z. Sz) o Ldp 24 Zoq aly%iS .e /6 /Sr 1' 17' LRs ) z 1,16' *2x13 .max ` `23 (..2)17.- 4 es �t.RS . �'� = 1zZ'f ' L1 re.) xV2 !eA__ (,11)( OF IUr.'u`dILJ FEB .2 1993 PERMIT CENTER SIONAA' isa, vEe� 7'CIG P StAt A.) w#- 2- it 117 ed'iS e!K r� 1 r� Q __ - -- -� 7Yv pa, 12 2-(, q� (I SO) (7. j e5' S = `} 715-I 1 arc) Airt:-223'144 ISA). � (a 1 r2 4x0 42)(41' k 5cp ( 4,/s..ti 4- 6,s4) PO • e''i,.`.1 t4 O tES• t'. EttcENED � • i CO OF IUKWItA • 199' ' "`' FEB `�' .2 Fx ti:; pMIT GENTEEL ,: ?', !:.V. ..&�: FIKuLLofc �V' PGr14J !Iq (A)IN n cao 1`' (� � k .`o 1(1,7, j : `a Ps(= Lo o N rz oc n 2) ) � 1 �/= I (21x2c.) VA 6.2264 11 IZ 41 6.14 u )1 c7E, Pr Z 6 5gs / C 1)x tiv � � � 2 � e .4 �� go�Es �G4 ) �z iti r <7-z 4a �� _ 2 � ' 20 fh 8..'l5' l CZ--Gf oiS) (o 36 l Tee. LOiL V 18CZtx►'t. 4534 to I S' C e k t z. Goy , y= (zt)c-(:01) zscos v*1 k 2_ 403 7/ cl RECEIVED CITY OF IUKWII A FEB 2 1993 PERMIT CENTER 1z u. cw<L� r,orz.. 'wb u Fos r`a rmuk, ?ct IN1 Woo..sr o i C -r r - MDT - 112 ,& tM („L - say n� 1600 kZZ 4 I i (Z 12 -g2 4•�G w ," �c,Q arc Z Z a �Jc.7 Aodi 6 a 'C e Gt lZ 2 �4 7_;,czt4 17#4 v- Z ,e)44- (*.Qui)) f ,1 01J E cA . tJ b. RECEIVED. CITY OF TUKWILA FEB 2 199 5 °S '701 fr-td g rW ■- ■ „.") .11°147° tii€71-111:z A /43-c Od r�-1 PEI OPEFITY Lt crJ Z W 0 r < W o W } c� W a c J 0 U N 2 o m o 0-,- :t J ►W-2�r 00•'- a, 2 U 0 c C ) x0 •-• - c Q • - c > t, t - o o +: �, C:.c. C (Y = c c c^, S- E •F3 C.: e= C • U ca0•., e. r. r > Y 0 7 Q 1 N v n Z co CC 0 N J CO 1 © Q LU .0 cc %U Q„ 0 Q ■1 0 0 W o City y of Tukwila Department' of Public Works 'John W. Rants, Mayor February.. 2.4 , 1993 Ross A. Earnst, P. E., Director. Mr. Dail Cotter P.:O..•''Box :48070. Seattle,:, WA 98148 Subject: Farrell SFR's and Garages, Lots 3 & 4 13443•& 45 48th Place South (P93- 0007:; &:08 Dear Mr. • totter: The subject developments were reviewed by Public Works. and Iam'.enclosing a copy. of comments from the .review'; meeting., Additional information is needed as indicated in the . meeting notes. . I am also. enclosing '.a copy of ours' standard Revision, Submittal Form for your use.. If you' have any questions, please,.call ;me at 433 -0179. Sincerely, John A'. Piero • • .E.. Development E .sneer'. enclosures 'a /s Permits Development File, CD .D25'.COTTERJAP;' -6300 Southcenter Boulevard, Suite X100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 Fat. (206) 431.3665 FEB 2 1993 PERMIT CENTER PROJECT # CERTIFICATE OF WATER AVAILABILITY PART A: (TO BE COMPLETED B' APP .CANT) 1. Owner Name /Address/Phone: e q6 Agent or Contact Person/Name/Phone: Project Location (Attach Map And Legal Description) 2. This certificate is submitted as part of an application for:' pl Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial/Indust ial Building Permit ❑ Rezone ❑ Other: 3. Estimated Number of Service Connections and Meter Size(s): 4. Minimum needs of development for fire flows: gpm at a residual pressure of 20 psi. A. Source of minimum flow requirement: ❑ Fire Marshal ❑ Developer's Engineer ❑ City ❑ Insurance Underwriter ❑ Utility ❑ Other 5. Area is served by: (Utility) . 6. Owner /Agent's Signature: Date: PART B: (TO BE COMPLETED B Y WATER UTILITY) . va- 1. The proposed project is located within (CitylCounty) 2. Improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection will be allowed: 1 \K) 3. Based upon the improvements listed above, water can be provided and will be available at the site with a residual pressure of 0Z 0 psi at '8 `f0 gpm for a duration of 01- hours at a velocity of 20 fps as documented by the attached calculations. I hereby certify that the above information is true and correct. Curt-kw # l'Z-S- o? `F2 —9S/f 7 &,.w AgencylPhone By Date -z--7 --c ,3 PART C: (TO BE COMPLETED BY GOVERNING JURISDICTION) 1. Water Availability - Check one ❑ Acceptable service can be provided to this project. ❑ Acceptable service cannot be provided to this project unless the improvements listed in item #C2 are met. ❑ System isn't capable of providing service to this project.. 2. Minimum water system improvements: (At least equal to B2 above) Agency /Phone ' By Date uepartment of Health and BuJ 4f g & Land Developmet with information necessary to evaluate development proposals. Plea,. return to: BUILi..G & LAND DEVELOPMENT 450 Administration Building Seattle, Washington 98104 206.344.7900 KING COUNTY CERTIFICATE OF SEWER AVAILABILITY Do not write in this box number OF 1UKWLA FEB 21993 PERMIT CENTER name ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Short Subdivision ❑ Rezone or of er APPLICANT'S NAME PROPOSED USE LOCATION � `,G'Z- 677c -e,c_J G-Y 2!/��`-f /e / -9 2_ (Attach map & legal description if necessary) # # # # # # # # # # # # # # # # SEWER AGENCY INFORMATION 1. a. Sewer service will be provided by side sewer connection only to an existing 6 `� size sewer Q the site and the sewer system has the capacity to serve the proposed use. OR b. Sewer service will require an improvement to the sewer system of: ❑ (1). feet of sewer trunk or latteral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe) 2. (Must be completed if 1.b above is checked) a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan. OR b. LJ The sewer system improvement will: require a sewer comprehensive plan amendment. 3. a. El The proposed project is within the corporate limits of the district �r or has been granted Boundary Review Board approval for extension of service outside the district or city. OR b. ❑ Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. Connection charge% Lu Q _e *S'S iralK `7I"O MELO HOnna b. Easement(s): c. Other: I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from date of signature. VAL VUE SEWER DISTRICT T. J. MATELICH Agency Name MANAGER Title F279 S gn:tory Name /3-3 gnature Date 0 M E M O R A N D U M To: File From: Duane Griffin, Bldg Offl Date: April 26, 1993 Re: Footing Inspection for Permit B93 -0035 thru 0038 Dave Larson, .Bldg Insp, came into the office just before lunch and reported to me that he had just had a rather bad experience with a worker at the jobsite where he had gone to make some foundation inspections. After hearing Dave's story I asked him to give me a memo explaining what had happened (memo attached). I then tried to call Dan Cotter, Oaktree Homes, 433 -1115, who is shown as the contractor on the permit application. I didn't get an answer so I called Don Farrell, 824 -1968, who is shown as the property owner on the permit application. I got an answering machine there and left a message asking him to call me. While I was gone to lunch Mr Farrell called and talked to Dave. He asked that we contact Mr Cotter to discuss the problem. I then made contact with Mr Cotter and we discussed what happened at the job site. Cotter said he was the job foreman but had contracted out the foundation work and hadn't been on the jobsite when Dave was there. He said he had gone past the site about noon and when he saw nobody was there had assumed the inspector had not signed off on the permit because of the bad weather and ground conditions. We discussed what Dave had reported to me about the verbal abuse he had taken from the person on the job site regarding the inspection, and I pointed out that this was entirely uncalled for and that Dave had rightfully left the site without signing anything on the permit or engaging in any further conversation with the person on site. Mr Cotter said he was the contractor that would be doing all the work except the foundations and he didn't want to get the jobs started off on the wrong foot with us. He said he would check the situation out, schedule the inspections himself when ready, and be on site when the inspector comes to make the inspection. T MEMORANDUM TO: DUANE. GRIFFIN, BUILDING OFFICIAL FROM: DAVE LARSON, BUILDING INSPECTOR DATE: APRIL 26, 1993 RE: FOOTING INSPECTIONS FOR PERMIT #B93 -0035 THRU 38 On 4 -26 -93 at about 10:00 a.m., I arrived at the site to do requested footing inspections. The site appeared to be very muddy. A person met me appearing to be in charge and I did not get his name. I asked to, see the permit package including the plans and then proceeded on site to do the footings inspection. A large portion of the first site had mud and water problems on the west end of the building and I requested the removal to firm bearing ground. The person began scooping out water with a coffee can. I moved on to the second footings and asked for a piece of rebar to probe the soil. Much of the area for footing placement was questionable and on the north side my 1/2" rebar probe penetrated about 9" or 10" without much effort. I offered to come back at 11:15 a.m. to reinspect . if he could get the footings in shape. This would give him time to cancel his concrete order in case I still disapproved the condition of his footings. As . I was walking from the site, I stepped on his forms. This upset him and he began to criticize me for my field savvy. Foul language was included. I proceeded to the car and apologized for stepping on his footing. While in my car, he yelled at me to not bother coming back. I told him in that case I would have to fill in today's report. I said I could give him my report. I said I needed to sign -off on the inspection record. By this time he had become highly irrational and was using alot of foul language. I decided to leave without signing today's inspection on his inspection record. Bill Turner, a local resident passed by and he may have heard some of our conversations. His phone and address are listed: 13435 48th Avenue South - (206) 248 -3379. 4 n CONTRACTOR CONTACT PHONE PROJECT ADDRESS B 0 ZONING S SITE AREA • MAXIMUM ALLOWABLE BUILDING HEIGHT ALLOWABLE SITE COVERAGE .PROPOSED SITE COVERAGE , 35 <r .1191 sf IUJ' % GLAZING TO FLOOR AREA RATIO CALL FOR FOUNDATION INSPECTION SHALL SERVE AS NOTICE THAT THE STRUCTURE HAS BEEN LOCATED AND SETBACKS HAVE BEEN ESTABLISHED IN ACCORDANCE WITH 'APPROVED PLANS. NOTE: TITLE 18 DEFINES "YARD" AS A REQUIRED OPEN SPACE UNOCCUPIED AND UNOBSTRUCTED BY, ANY STRUCTURE OR PORTION OR A STRUCTURE FROM THIRTY INCHES ABOVE THE GENERAL GROUND LEVEL OF THE GRADED LOT UPWARD. CONSEQUENTLY, THE MINIMUM 4' SIDE YARD SETBACK MUST BE MEASURED FROM THE PROPERTY LINE TO THE NEAREST PROJECTION OF THE BUILDING. IN THIS CASE THE FACE OF CHIMNEY WALL. to w 0 Q cc 0 DRIVEWAY APRON SHALL CONFORM TO CITY STANDARD DESIGN REQUIREMENTS PR O PERTY LINE 1 0 0 PROPOSED RESIDENCE COVERED PORCH ELECTRIC SERVICE BY WATER SERVICE BY SANITARY SEWER DISTRICT TELEPHONE SERVICE BY PROPERTY LINE IMPORTANT NOTES FOR BUILDER This design and these drawings were created by, and are the property of BEHM DESIGN. Copies of this planset are sold for use in one construction. Duplication of this planset in part or whole is prohibited without written permission. from BEHM DESIGN. Publication of our designs and drawings are prohibited unless BEHM DESIGN is clearly named as tho designer in each publication. NOTE: CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES AND COORDINATE SERVICES INSTALLATION. Our Intent is tg produce highest ,quality, correct And accurnte pinnsetn. Any discrepancy, error or omission. if found shall immediately be brought to the attention of Behm Design, before Any construction, work or purchases are made. Behm Design will not be liable for human error after construction has begun. Some states require a certnin level of performance regarding energy consumption and nn analysis or envelope heat loss and gnin. We recommend seeking appropriate consultants to provide such services to assure specific complinnce in this project. All federal, state and local codes, rules, and /or regulations take precedence over any pert of this pinnset which may conflict with these.agencies, rules and/or regulations. Site Plan 1 " =2a' FILE COPY 1 understand that the Plan Check appr.ni c 3 r o subject to errors and omissions and app;c ,:ai of plans does not authorize the violation cf any adopted Code or Oldrifflat. Receipt of contraotc By ate -�� Pane Plo. Foundntions are designed for optimum conditions and mny have to be modified according to conditions of your specific building site and location. Behm Design recommends that state licensed, professional engineers be consulted for appropriate modifications which may be necessary. Behm Design Is not responsible for any modifications to this planset. In certain states, a registered Architect's stamp, or 'seal of Approval' is required for this type of construction. it is your responsibility to verify your state's requirements and to obtain those services. CITY OF TUKWILA ThAnk you for purchasing one of our home designs. Our gent is to provide highest quality products nt rennonnblo prices• if you hove Any sugger..tions regarding the development of new designs, or the content or presentation of our work, please coil us if you'd like. We welcome your ideas. Good luck with your project. Our number is (206) 774.0000. APPROVED -Tv APP(?) 93 SEPARATE PERMIT FIE9UIRED FOR: CHANICAL i5LECTRICAL Bap UMBING GAS PIr'ING cfY OF TUKWILA BUILDING DNISION F ECCE VEO Y OF "f11KW my I-- 8 0 0 O d N mommoisommmitimmmammw SHEET NO. FEB 2 1993 PERMIT CENTER 1 F 1111111 11111111 I I' 1 1111' 1' 0 13 THS INCH •1 •: 4.14 IIIIIIIIIIII111IIjI ij1III!(!"LjJ I _qqi. r�l'(!` 1f(!�I "(111�rl�fl'11111�1111i1� l(I�Iil�!(11lIIIII1111Ii!IIi 2 r 3' 4 5 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginal document. • L ! 111ITI1111111111111P1111111111111111111 9 1 10 11 ataat: o4 ors w , 12 1t 1 1 %L.�.tvrrlLLJ JC I OM I\J ' r: S S B , PROPOSED SETBACKS • F S S ------ B MAXIMUM ALLOWABLE BUILDING HEIGHT MAIN FLOOR AREA , 35 <r SECOND FLOOR AREA 55-6, 5f r TOTAL GROSS AREA /7,7 5P TOTAL GLAZING AREA ° r f��.4J `7f 1 .1191 sf IUJ' % GLAZING TO FLOOR AREA RATIO CALL FOR FOUNDATION INSPECTION SHALL SERVE AS NOTICE THAT THE STRUCTURE HAS BEEN LOCATED AND SETBACKS HAVE BEEN ESTABLISHED IN ACCORDANCE WITH 'APPROVED PLANS. NOTE: TITLE 18 DEFINES "YARD" AS A REQUIRED OPEN SPACE UNOCCUPIED AND UNOBSTRUCTED BY, ANY STRUCTURE OR PORTION OR A STRUCTURE FROM THIRTY INCHES ABOVE THE GENERAL GROUND LEVEL OF THE GRADED LOT UPWARD. CONSEQUENTLY, THE MINIMUM 4' SIDE YARD SETBACK MUST BE MEASURED FROM THE PROPERTY LINE TO THE NEAREST PROJECTION OF THE BUILDING. IN THIS CASE THE FACE OF CHIMNEY WALL. to w 0 Q cc 0 DRIVEWAY APRON SHALL CONFORM TO CITY STANDARD DESIGN REQUIREMENTS PR O PERTY LINE 1 0 0 PROPOSED RESIDENCE COVERED PORCH ELECTRIC SERVICE BY WATER SERVICE BY SANITARY SEWER DISTRICT TELEPHONE SERVICE BY PROPERTY LINE IMPORTANT NOTES FOR BUILDER This design and these drawings were created by, and are the property of BEHM DESIGN. Copies of this planset are sold for use in one construction. Duplication of this planset in part or whole is prohibited without written permission. from BEHM DESIGN. Publication of our designs and drawings are prohibited unless BEHM DESIGN is clearly named as tho designer in each publication. NOTE: CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES AND COORDINATE SERVICES INSTALLATION. Our Intent is tg produce highest ,quality, correct And accurnte pinnsetn. Any discrepancy, error or omission. if found shall immediately be brought to the attention of Behm Design, before Any construction, work or purchases are made. Behm Design will not be liable for human error after construction has begun. Some states require a certnin level of performance regarding energy consumption and nn analysis or envelope heat loss and gnin. We recommend seeking appropriate consultants to provide such services to assure specific complinnce in this project. All federal, state and local codes, rules, and /or regulations take precedence over any pert of this pinnset which may conflict with these.agencies, rules and/or regulations. Site Plan 1 " =2a' FILE COPY 1 understand that the Plan Check appr.ni c 3 r o subject to errors and omissions and app;c ,:ai of plans does not authorize the violation cf any adopted Code or Oldrifflat. Receipt of contraotc By ate -�� Pane Plo. Foundntions are designed for optimum conditions and mny have to be modified according to conditions of your specific building site and location. Behm Design recommends that state licensed, professional engineers be consulted for appropriate modifications which may be necessary. Behm Design Is not responsible for any modifications to this planset. In certain states, a registered Architect's stamp, or 'seal of Approval' is required for this type of construction. it is your responsibility to verify your state's requirements and to obtain those services. CITY OF TUKWILA ThAnk you for purchasing one of our home designs. Our gent is to provide highest quality products nt rennonnblo prices• if you hove Any sugger..tions regarding the development of new designs, or the content or presentation of our work, please coil us if you'd like. We welcome your ideas. Good luck with your project. Our number is (206) 774.0000. APPROVED -Tv APP(?) 93 SEPARATE PERMIT FIE9UIRED FOR: CHANICAL i5LECTRICAL Bap UMBING GAS PIr'ING cfY OF TUKWILA BUILDING DNISION F ECCE VEO Y OF "f11KW my I-- 8 0 0 O d N mommoisommmitimmmammw SHEET NO. FEB 2 1993 PERMIT CENTER 1 F 1111111 11111111 I I' 1 1111' 1' 0 13 THS INCH •1 •: 4.14 IIIIIIIIIIII111IIjI ij1III!(!"LjJ I _qqi. r�l'(!` 1f(!�I "(111�rl�fl'11111�1111i1� l(I�Iil�!(11lIIIII1111Ii!IIi 2 r 3' 4 5 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginal document. • L ! 111ITI1111111111111P1111111111111111111 9 1 10 11 ataat: o4 ors w , 12 1t 1 ��.��.�'. • • .22'X30' -ATTIC ACCESS OPENING ABOVE W/ REMOVEABLE G.W.B. PANEL 1..._ ,;10 II 60' X 32' TUB/ SHOWER COMB. W/ INTEGRAL • SURROUND. VERIFY FRAME. IN REQ'TS.SW 1 oath 1 NEO -ANGLE GLASS CORNER SHOWER W/ 22' TEMPERED LASS DOOR i CpI.i" 4I-oII laq.1,120 LINE OF ROOF ABOVE II SW1 HANGER ROD CLOSET tV w LINES OF R o:0' LINE OF ROOF ABOVE I II sd- SECOND FLOOR PLAN SCALE: 1/4" = 1' -0" • r4 asa, LEGEND 0 (SW 1) IDENTIFICATION OF SHEARWALL X 6 DF1 HEADER OR BEAM ABOVE SIZE , ETAIL /SECTION LOCATION ON SHEET REFERENCE TO SHEET WHERE DRAWN Q APPROVED SMOKE DETECTOR mita EXHAUST FAN ELECTRICAL DUPLEX OUTLET EXTERIOR DUPLEX OUTLET 556 SF OD 7 220 VOLT OUTLET 0 LIGHT FIXTURE, SURFACE MTD. LIGHT FIXTURE, RECESSED =HEATING REGISTER. LOCATION r ' HOSE BIB LOCATION "43 LIGHT SWi t'CH LOCATION * HOLD -DOWN LOCATIONS INSULATED . METAL CHIMNEY FLUE, INSTALL PER CODE Er MFR'S. INSTRUCTIONS I I DRYER VENT. glad LINE OF R' %OF ABOVE SW 1 DINING ROOM \ CARPET • Ara, 4 X 10 HEADER ABOVE SET 2q \ DECORAT , POSTS 6' RISER NON - COMBUSTIBLE HEARTH SURFAC r Y— ELECTRIC PANEL ift _]J� • `'1' SWITCH LOWER _ HALF OF DUPLEX •! .4UT•LETs_LINE OF .FOUND. BELO ZERO - CLEARANCE FIREPLACE, INSTALL PER MFR'S. INSTRUCTIONS AND LOCAL CODE. NOTE: FOR WINDOW SIZES AND FUNCTION, SEE EXTERIOR ELEVATIONS NOTE: - -_ FLOOR PLAN DIMENSIONS ARE TO FACE OF STUDS, CENTERLINE , OF STRUCTURAL FRAMING OR !CENTERLINE OF DOOR IOR WINDOW LOCATIONS NOTE: . ALL HEADERS OVER DOORS AND WINDOWS ARE, (2) 2 X 6 HF2 UNLESS OTHERWISE NOTED. ELECTRIC METER• L_q.r _ •EA- 17)5R'A13 -0 LINE 0 FLOOR ABOVE CONCRETE STEP 4 X 8 BEAM ABOVE ri 1,011 21 71/ 2��011 �... FIRST FLOOR SCALE: /4" = 1, -0u LEFT WALL SACK WALL 4.I,1 2.11 PLAN 635 SF SHEAR WALLS: SW1- 1/2' CDX W/ 8d @ 4 ", EDGES AND @ 12', CENTER SW2- 1/2' CDX W/ 8d @ 3', EDGES AND @ 12', CENTER, EACH SIDE OF WALL SHEARWALL HOLDDOWNS: SIMPSON PA23 ( *) LOCATED AS SHOWN NOTE: FURNACE SHALL BE LOCATED IN CRAWL SPACE. COMPLY WITH LOCAL CODE REQUIREMENTS MECHANICAL SYSTEM CONTRACTOR SHALL PROVIDE TYPE, SPECIFICATIONS, DISTRIBUTION LAYO AND DESIGN LOADS. CITY OF 1W W tUA APPROVED APR :, 93 I !'LDI G DIVISION KITCHEN INTERIOR ELEVATIONS SCALE: 1/4" = 1' -0 SIM RIGHT WALL NOTE: CABINET LAYOUTS ARE SCHEMATIC ONLY. FIELD VERIFY AS -BUILT DIMENSIONS PRICR TO CABINET FABRICATION. NUMBERS SHOW NOMINAL MODULE DIMENSIONS ONLY. CABINET MANUFACTURER SHALL SUBMIT 'SHOP DRAWINGS' OF PROPOSED LAYOUT AND DETAILS FOR OWNER'S APPROVAL • PRIOR Tn FABRICATION. i, -o NE0 j SHEET NO. Gi i? c TUKWm FEB 2 199 PERMIT CENTER 1 r.�i .� :fi�i,itili�i ili{,Iili`i, 1111 illIillIlIl .1111 11111111111 1t't'tIIIIt wit 1. �I�III�I�I�III�I�I�IIi�iIl�III�i�I (I�I�ii!�I� 0 16 THS INCH 1 2 3, 4 5 6 7 8 I 9. 10 11 12 .; MADE IN GERMANY _..._; NOTE: If the microfilmed document is less clear than this .+ notice, it is due to the quality of the original document. tta • '' ..; .;" -!'s,i.-'1,..cg.?;P.-..,:f.',',.';;;.::;.,•-`....•=;..?...:.:-..--..:!".--.,:".•:,•,:..:L;'.1.,'.::..-F:.;...•:-...f.-.,1-:;;;I! ,,,,,-,---,--<,-.1,--•'r.-=','";---,.:•'..'''''.:",--.5.''.-'....'-'7,-'1''''-` '''''','- - .... . ---,.. , ,, -- : .. 2 X 8 RIM JOIST FIRST FLOOR FRAMING PLAN/ SCALE: 1/4" -= NOTE: ARROW LINE INDICATIONS ILLUSTRATE ENTENT OF SPANNING MEMBERS, NOT DIRECTION OF SPAN 2 X 8 FLOOR JOISTS W/ END OVERHANG 4 X 8 HEADER OVER WDWS.----e CRAWLSPACE FOUNDATION BAY WINDOW SECTION 2 X 8 FLOOR JOISTS W/ END OVERHANG 111 NOTE: ALL CONNECTORS , SPECIFIED SHALL BE SIMPSON STRONG-TIE OR APPROVED EQUAL 2 X 6 FRAMED WALL SOLID 2 X BI.00KING 2 X 6 FRAMED WALL SOLID 2 X BLOCKING 1,11 SCALE: 1/4" = 1'-O" 11 VERIFY SIZE REQUIREMENTS OF FURNACE UNIT, FOR OPENING SIZE 6' RISER • 6' RISER 9ONCRETE STEP • 4 X 10 L. 145' X 18' CRAWL SPACE ACCESS W/ REMOVEABLE PANEL LINES OF CONT. CONCRETE FOOTING BELOW, TYP. BEARING WALL: 2 X 6 @ 16' O.C. W/ 1/2' CDX, EA. SIDE, NAIL W/ 8d @ 3' O.C., EDGES AND @ 12' O.C., CENTER NOTE: PROVIDE 4• CONCRETE PAD FOR FURNACE IN CRAWLSPACE, IF REQUIRED COVER ENTIRE CRAWL SPACE WITH POLYETHYLENE VAPOR BARRIER CRAWL SPACE 8' X 16" CONC. FTG. W/ 2 #4, coNT. 14„0 It 1-4 2.-6' SQ. X 10' THK. CONCRETE FOOTING W/ 3 #4 E.W. BOTT. 1.1 NOTE: T? FOR CONCRETE FOUNDATION P. DETAILS, SEE 'TYPICAL WALL SECTION' 5 1/8 X 12 GLB STEP FDN. WALL 12-47 3.-0' SQ. X 10' THK. CONCRETE FOOTING W/ 3 #4 E.W. BOTT. /.-CRAWL SPACE VENTILATION: / ( ) 8' X 16' SCREENED VENTS THROUGH FOUNDATION WALL, OR RIM JOIST (OPTIONAL) CONCRETE LANDING CONCRETE STEP — RISER 4• NOMINAL CONCRETE SLAB W/ 6 X 6 - W1.4 X 1.4 14' X 6' CONCRETE FOOTING W/ 2-#4, CONT. 10 1- 0 6• RISER /It -STEP FDN. WALL IA-Lou FOUNDATION PLAN SCALE: 1/4" 110' NOTE: FOR STRUCTURAL NOTES AND SPECIFICATIONS, SEE LAST SI IT. OF PLANSET NOTE: FOR SHEARWALL HOLDDOWN LOCATIONS SEE FIRST FLOOR PLAN. NOTE: FOUNDATION PLAN DIMENSIONS ARE TO FACE OF CONCRETE OR CENTERLINE OF BEARING, AS SHOWN: NOTE: ALL CONNECTIONS SPECIFIED ARE BY SIMPSON STRONG TIE, OR USE CODE APPROVED EQUAL. CITY OF TUKWILA Al\Pc: R 0; D E9 3 RUIL DING L .VISION REC.T!) CITY OF TIJKVaA FEB 2 1993 PERMIT CENTER c• 1-':;*"..t..„":',4-,, . , ....- , IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiirrilr I 111111111111111111111It 1111111111 1111111I1111111111111111111 Itttillti 111.1141111111111111111111111111111111 11111111111 0 18 THS INCH 2 , r •-• • , o 4- 5 6 7 9 i io 11 MADE IN NRUANY 12 .f I ' NOTE: If the iicrofiTM;d—document is Tess clear than this . i notice, it is due to tI6e quality of the ..4 ..4 document ; i s < r. C 0 I 1 7 A7 2 1-- i 61 18' 0, L=1 FLO SEE , 0 - FOUNDA ION VIJALL lifiELO FcUND R b : OU M bATI ION LOVIt. N PLAN ALL ELO BEA4G 4ALL F.10 - ---- - 2 X HF 0 1: SOM. 0.C. 2 X LO ING, -VP. .2 8 I* 2 • @ 1 6 IER i• O.* U • - 1 X to LEDGER W/ 3/8'0 LAG SCREWS W/ FLAT WASHERS INTO Wp.I.L JOIST @ 32' O.C. "...VENTED 2 X BLOCKING BETWEEN TRUSSES @ TOP OF DOUBLE PLATE, TYP. SEE TYPICAL WALL SECTION. NODE: USE ONLY APPROVED CONNECTORS; SIMPSON, OR FOIIAL FOR TRUSS CONNECTIONS, AS APPL ICARI F USE SIMPSON STC WHERE (TRUSS BOTTOM CHORDS MEET NON- BEARING PARTITIONS NOTE: ENGINEERING DATA AND SPECIFICATIONS SHALL BE PROVIDED BY TRUSS MANUFACTURER AS REQUIRED BY BUILDING OFFICIAL AND SHALL BE STATE APPROVED. ccci j NOTE: p I BUILDER SHALL FIELD VERIFY ALL w DATA REQUIRED FOR TRUSS • FABRICATION AND ERECTION, °C I INCLUDING SPAN, SLOPE, AND ° !: ELEVATION, PRIOR TO FABRICATION. LINES OF 7 FRAMED CHIMNEY ENCLOSURE FLAT N TRUSS TOWN 2 X (• LEDGER W/ 3/8.0 LAG SCREWS W/ FLAT WASHERS INTO WALL JOIST @ 32" O.C. • • 2 X 10 FACIA 10RAKEBOARD ROOF FRAMING PLAN SCALE: 1/4" = 11 -0" FOR ROOF SLOPES, SEE EXTERIOR ELEVATIONS 2 X 12 STRINGERS NOTE: ARROW LINE INDICATIONS • ILLUSTRATE ENTENT OF SPANNING MEMBERS, NOT DIRECTION OF SPAN TAIL HOOF TRUSS 1 5/B" GWB SIMPSON H -1 --- DBL 2 X 6 TOP PLATE 2 X 6 FRAMED WALL, SEE TYP. WALL SECTION 1/2' GWB 14',o11 SECOND FLOOR FRAMING PLAN SCALE: 1/4" = 1' -0" COMPOSITION ROOFING 30# FELT • 1/2' CDX SHEATHING SOLID 2X BLOCKING W/ 3 2'0 VENT HOLES, SCREENED 2 X ' CEDAR FACIA CONT; METAL GUTTER 1 X 2 C. .4R TRIM LINE OF SIDING AS SPECIFIED COMPOSITION ROOFING 30# FELT 1/2' CDX SHEATHING �--- — CONT. FLASHING /DRIP EDGE SOFFIT- DETAIL SCALE: 1" = 2 X 10 CEDAR RAKEBOARD (2) 2 X 0 CONT. FURRING f.. 2 X 6 CEDAR RAKE TRIM SIDING AS SPECIFIED, SEE EXTERIOR ELEVATIONS ROOF TRUSS RAKEE3QARD DETAIL SCALE: 1' = 1' -0" CITY Of 1'UKWILA fit PPRDVED PR 1.93 Hl I!I I 1VISION RECEIVED CITY OF TUK ILA FEB 21993 PERMIT CENTER SHEET CONTENTS IS, LJ 2 �j =� L�. w re• .CS Ce LL LLI 44 Ci CC z F- 02 O 0 LL ��LLqIQ0!�': l) ix V / c SHEET NO. OF IIIIIIIIII(IIIIII 0 16THf INCH 1 IIIIIIIIIIIIIIIIIIIIIIIIII 2 LILLIII`I�I+ ► 1� IIIIIIItlIJ111 IIIIfI+IYIIIII+I ti fIIIIIIIIIIIIIIf11II[ItII I +,kla -1 .I1' II1.11i. 1I,'{ IIIIIIIII1IIIIIIII1IIIIII111111ItIIf11 11111 9 • 1' 10 11 MADE GERMANY 12 1 4 5 6 7 8 _ NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginai document. 1 ( I IIIMNIUIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIFIIIIIIIIIIIIEII fi•1 ®1 1 1 i 1MIN ICI 1 2 BEA 10 NG 2 @IS [LL 1I "O.. LOW • l Si , ID BL t CKIN (TY I: I"�pI • 1 I f�l I i�t i SEE NOTE G -5 ON it G OW . B ARIN WA BE o4V I SO 0 B o CM G 1I•! ■1¢11iim J■ —I (_ 2 X 10 RIM JOIST, TYP.✓ ..4 14',o11 SECOND FLOOR FRAMING PLAN SCALE: 1/4" = 1' -0" COMPOSITION ROOFING 30# FELT • 1/2' CDX SHEATHING SOLID 2X BLOCKING W/ 3 2'0 VENT HOLES, SCREENED 2 X ' CEDAR FACIA CONT; METAL GUTTER 1 X 2 C. .4R TRIM LINE OF SIDING AS SPECIFIED COMPOSITION ROOFING 30# FELT 1/2' CDX SHEATHING �--- — CONT. FLASHING /DRIP EDGE SOFFIT- DETAIL SCALE: 1" = 2 X 10 CEDAR RAKEBOARD (2) 2 X 0 CONT. FURRING f.. 2 X 6 CEDAR RAKE TRIM SIDING AS SPECIFIED, SEE EXTERIOR ELEVATIONS ROOF TRUSS RAKEE3QARD DETAIL SCALE: 1' = 1' -0" CITY Of 1'UKWILA fit PPRDVED PR 1.93 Hl I!I I 1VISION RECEIVED CITY OF TUK ILA FEB 21993 PERMIT CENTER SHEET CONTENTS IS, LJ 2 �j =� L�. w re• .CS Ce LL LLI 44 Ci CC z F- 02 O 0 LL ��LLqIQ0!�': l) ix V / c SHEET NO. OF IIIIIIIIII(IIIIII 0 16THf INCH 1 IIIIIIIIIIIIIIIIIIIIIIIIII 2 LILLIII`I�I+ ► 1� IIIIIIItlIJ111 IIIIfI+IYIIIII+I ti fIIIIIIIIIIIIIIf11II[ItII I +,kla -1 .I1' II1.11i. 1I,'{ IIIIIIIII1IIIIIIII1IIIIII111111ItIIf11 11111 9 • 1' 10 11 MADE GERMANY 12 1 4 5 6 7 8 _ NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginai document. 1 4‘17:27 /Z 12 2 X.10 RAKEBOAFD RIDGEVENT, CONT. COMPOSITION ROOFING 4r?! CONTINUOUS METAL GUTTER 2 X 10 FACIA i•6' -10' WDW. HEAD 5/4 X 4 CORNER TRIM 5/4 X 6 WINDOW WRAP TRIM, BUTT SIDE MEMBERS TO TOP AND BOTTOM, 4036 SLIDERB - ELECTRIC ---- METER r 6' -10' TYP. WDW. HEAD LEFT SIDE ELEVATION SCALE: 1 /4" = 1a-0" 1 -�--� 1-1-'li ____,---4 CONT. FLASHING FOR ROOF AT WALL, TYP. UNIFLASH ®, OR EQUAL rh, 2 X 10 FACIA CONTINUOUS METAL GUTTER HORIZ. BEVEL CEDAR SIDING W/ 61 EXPOSURE, TYP. 6 X 6 POST, APPEARANCE GRADE - 2 X 6 FACIA OVER FACE OF BEAM 5/4 X 4 TRIM FOUNDATION • VENT, TYP., SEE FOUNDATION PLAN 12 1Z 5744X6TRI SECONO-FCOO' E jj 150 0 111 :IXED ilt1 r r _._ FIRST F • OR -11 CONCRETE STEPS GRADE LINE DOWNSPOUT (D.S.) FRONT ELEVATION SCALE: 1 /4" = 1' -0" NOTE: MATERIAL AND FINISH NOTES SHOWN FOR THIS ELEVATION ARE TYPICAL FOR ENTIRE BUILDING, AS APPLICABLE. 2 X 10 RAKEBOARD FLASH AT P.00F DRIP FLASHING @ TOP OF WINDOW TYP. SQUARE -END RAKE TERMINATIONS, TYP., AS SHOWN TRIM DETAIL AS SHOWN 5/4 X 4 WINDOW WRAP TRIM, BUTT SIDE MEMBERS TO TOP•AND BOTT., TYP. AS SHOWN CONT. METAL DRIP FLASHING 5/4 X 8 TRIM BOARD 5/4 X 6 TRIM 5/4 X 8 TRIM 1 X MULLION TRIM, TYP. 5/4 X 4 TRIM CONT. METAL DRIP FLASHING 5/4 X 8 TRIM BOARD TYP., WHERE SHOWN ALLOW 1/2' DRIP EDGE @ BOTT, TYP. MITRE CORNERS, TYP. LINES OF FOUNDATION METAL CHIMNEY TOP W/ SPARK ARRESTOR SCREEN FLASHING CAP 5/4 X 10 TRIM NOTE: WINDOW SIZES ARE NOMINAL IN FEET /INCHES, TYP. VERIFY W/ SPECIFIC MANUFACTURER'S NEAREST PRODUCT DIMENSION *VERIFY THAT WINDOW MFR'S. NET OPENING DIMENSIONS COMPLY WITH U.B.C. SECTION 1204 EGRESS REQUIREMENTS. TRIPLE WALL INSULATED METAL CHI FLU INSTALL PEP MFR'S. INSTRUCTIONS * *TEMPERED GLASS REQUIRED + 2 X 4 FRAMED CHIMNEY ENCLOSUR W/ CDX SHEA HING 1 1/2' CEDAR SIDING PLYWOOD, R LP INNERSEAL PREFINISH ROUGH SA. N TEXTURE, CAULK SEA S FLUSH NOTE: ALL EXTERIOR DOORS SHALL BE WEATHERSTRIPPED IN COMPLIANCE WITH APPLICABLE CODES. FLASH ABOVE DOOR HEAD. X636 636 "SMT CSMT 1 X 1 CORNED ! OR METAL CITY OF TUKWILA APPROVED Alori8), 1V3 COMPOSITI ROOFING W DRIP EDGE BUILDING DIVISION �l /2650 2650 , �SP,AT CSMT -LiGHfi-- - FIxTT1R J INSULATE UNDER FLOOR D.S: r- __.. _.._ ___ ---- ___. - �-�-_.. _.-_ � - LT REAR ELEVATION ;.SCALE: 1/4" = 11 -0" 36' X 18' CRAWL ' I SPACE ACCESS W/ REMOVEABLE PANEL SET IN 2 X 2 STOPS DEPRESS GRADE AS REQUIRED d. liddY RIGHT SIDE ELEVATION SCALE: 1/4" = 11 -0" RECEIVED VED art OF TUKWILA FEB 2 1993. PERMIT CENTER as,.ed46 MIIIMMMIEME 1 111 1111 1111' 1i11111111 111111111111111111111'!.!t J_, 111 -61 0 16THS INCH 1 •T 2 3' 11lIIIJIII+I 11I1II1111, I`. rrF�Fr r1I111.1111i1111ilip11�IjiIIIi) 5 6 7 ._.. _. _.:�:.:_� r.m.:.- :Xe.. , ,:Y.iuerM.�- ucs.�gcrVw.:r,':;:x G/r+._:•_ =�: "�"'` �r...a.- �Y'.:u...:1 - -. y,�:..= i NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the ^original document. 11.1111411111111111111111;1111111111111111111111111 9 1 10 11 MMEINGE;M". 12 ROOF SLOPE AS SPECIFIED SEE EXTERIOR ELEVATIONS 5/8' G.W.B. ROOF TRUSS SEE CROSS•SECTION SMAPSON H 1 DOUBLE 2 X 6 TOP PLATE 1/2` G.W.B. R•SS INSULATION 3/4' T & Q PLYWOOD SECOND FLOOR SEE FLOOR FRAMING PLAN 513' G.W.B. 112' G.W.B. COMPOSITION ROOFING 30# FELT 1/2' COX SHEATHING 2X VENTED & SCREENED BLOCKING • SIMPSON A -34 2 -16d INTO BLOCKING INSUL. BAFFLE TO VENT SIDING AS SPECIFIED 'TYVEK' VAPOR BARRIER 1/2' CDX SHEATHING 2 X 6 @ 16' O.C. WALL FRAMING 2 X 6 SOLE PLATE .r--- 2 X RIM JOIST 3/4' T & G PLYWOOD R- /INSULATION --- DOUBLE 2 X 8 PLANE — 2 X 6 @ 16' O.C. WALL FRAMING R- ( 9 INSUL' NSULATION 2 X 6 SOLE PLATE — 2 X RIM JOIST 2 X 6 PRESSURE TREATED SILL W/ 5 /0'0 x 10' GALV. A.B. @ MAX SPA. OF 2' -8' O.C. FLOOR FRAMING, SE FRAMING PLAN .006° POLYETHYLENE VAPOR BARRIER eONCRETE FOUNDATION W/ (3)1 4 CONT. AND 414 VERT. DOWELS ® 18° O.C. • eJ ' '', VERIFY & SATISFY LOCAL , REQUIREMENTS FOR FOOTING ;-'4 -- ' - DEPTH BASED ON FROST LINE DEPTH ��- 4'0 PERFORATED FOOTING DRAIN, SURROUND (MIN 1' -61 W/ PEA GNAVEL UNDISTURBED BEARING SOIL SOFFIT DETAIL TYPICAL WALL SECTION SCALE: 1/2" = 1'00" NOTE: . CONCRETE WALLS GREATER THAN 2' -0' HEIGHT SHALL HAVE 04 @ 12' EA.WAY (MAT) IN CENTER OF WALL Vic--- ---- 2t'4' moo/• 2 x 1 a x,00)2 Z v 4i. -- gal Nci /91-10v 4 41/)d-I, .11 Bpi 1K- -11eTS (i,e) 16)r Ft .. . gsI•P.06114 U1,4, 21,6, e 24104. Zxgf c 24)1 a.G. CROSS- SECTION SCALE: 1/4" = 1' -0" :11/24 140319 IL. gpTLKN IJ G� , 014,04.1.. N LY LP-WOO-ICI �' %li1-6'0611(1 kit-f 4eAqsg. STAIRWAY PROFILE SCALE: 1/4" .= 1',,0" CITY Of ®iKi E1 1 t� �I P .APR J 1g (33 9l.Iit _o U D)VR5ION RECE(`i ED CITY OF '1111( /IL A 0 _.J N 0 V 03 «nO om o ; WC Ili Q U: Q a v p cc < j a a, 2 u. O O O N w FEB 2 199 PERMIT CENTER 11111'1'1'1' ! 11' 111IIIII111 (IIIIIIIIIIII11111111,111111 1111P 1E THS INCH 1 (1C` f;7 RC /.7 Q7 C7 r1 • 111111111111111111111111111111 ; 11111111 1111 1 I 1l1p lI �llwlliiiiiiiiiiiiiiii1111111111111111111 4 5 6 7 9 I 10 11 MALIEMERM4M s NOTE: If the microfilmed document is less clear than this . 177 i c7 77 ::' tic it is due to the quality of the priginal document. Fil QL /I 01 CI .4,1 PI 71 • II /11 C 1 • 1991 EDITION CHAPTER 3 DESIGN CONDITIONS SECTION 301 -- DESIGN CRITERIA 301.1 General: The criteria of this chapter establish the design • conditions upon which the minimum thermal design requirements of the building envelope and the design of the HVAC system are to he based. 301.2 Heating and Cooling: A building that is designed to be both heated and cooled shall meet the more stringent of the heating or cooling requirements as required in this Code when requirements of the extericr envelope differ. SECTION 302 -- THERMAL DESIGN PARAMETERS 302.1 Exterior Design Conditions: The heating or cooling outdoor design ,temperatures shall be selected from 0.6 percent column for winter %and 0.5 percent column for summer from the Puget Sound Chapter of ASHRAE publication "Recommended Outdoor Design Temperatures, Washington State, ASHRAE." (See also Washington State Energy Code Manual.) 302.2 Interior Design Conditions 302.2.1 Indoor Design Temperature: Indoor design temperature shall be 70 F for heating and 78'F for cooling. Exception: Other design temperatures may be used for equipment selection if it results in a lower energy usage.. CHAPTER 6 BUILDING DESIGN BY PRESCRIPTIVE REQUIREMENTS APPROACH SECTION 601 -- SCOPE 601.1 General: This chapter establishes design criteria in terms of prescribed requirements for building construction. The provisions of this chapter are applicable to all Occupancies. Occupancies shall comply with all the requirements of Chapter 5 except for the modifications herein specified. 302.2.2 Humidification: If humidification is provided during heating, it shall be designed for a maximum relative humidity of thirty percent. When comfort air conditioning is provided, the actual design relative humidity within the comfort envelope as defined in Standard RS -4, listed in Chapter 7, shall be selected foe minimum total HVAC system energy use. 302.3 Climate Zones: All .,aiidings shall comply, with the requirements of the appropriate climate zone as defined herein. ZONE 1: Climate Zone 1 shall include all in Climate Zone 2. • Counties not included ZONE 2: Climate Zone 2 shall include: Adams, Chelan, Douglas, Ferry, Grant, Kittitas, Lincoln, Okanogan, Pend Oreille, Spokane, Stevens, and Whitman counties. SECTION 303 -- MECHANICAL VENTILATION For all Occupancies, the minimum requirements for ventilation shall comply with the Washington State Ventilation and Indoor Air Quality Code (WAC 51 -13). 1 The building envelope requirements of this chapter may be met by installing one of the prescriptive packages in Tables 6 -1 to 6 -6 for Group R Occupancy, or Table 6 -7 for Other Occupancies. Installed components shall meet the requirements of section 602 and 605. Compliance with nominal R- Values shall be demonstrated for the thermal resistance of the added insulation in framing cavities and /or insulated sheathing only and shall not include the thermal transmittance of other building materiale or air films, but shall permit interruption by occasional framing members. SECTION 602 -- BUILDING ENVELOPE REQUIREMENTS FOR GROUP R OCCUPANCY 602.1 Roof /ceiling: Ceilings below vented attics and single - rafter, joist- vaulted ceilings shall be insulated to not less than the nominal R -value specified for ceilings in Tables 6 -1 to 6 -6 as applicable. 602.2 Exterior Walls both Above and Below Grade: Above grade exterior walls shall be insulated to not less than the nominal R- value specified in Tables 6 -1 to 6 -6 as applicable. The following walls should be considered to meet R -19 without additional documentation: 1. 2 x 6 framed and insulated with R -19 fiberglass batts. 2. 2 x 4 framed and insulated with R -13 fiberglass batts plus R -3.2 foam sheathing. 3. 2 x 4 framed and insulated with R -11 fiberglass batts plus R -5.•0 foam sheathing. 602.3 Exterior Walls (Below Grade): Below grade exterior walls surrounding conditioned space shall be insulated to not less Lhan the nominal R -value specified for below grade walls in Tables 6 -1 to 6 -6 as applicable. 602.4 Slar -on -Grade Floors: Slab -on -grade floors shall be 'insulated along their perimeter to not less than the nominal R- values specified for slab -on -grade floors in Tables 5 -1 to 6 -6 as applicable. Slab insulation shall be installed in compliance with section 502.1.4.8. See Chapter 5, section 502.1.4.9, for additional requirements for radiant slab heating. 602.5 Floors Over Unconditioned Space: Floors over unconditioned spaces, such as vented crawl spaces, unconditioned basements, and parking garages shall be insulated to not less than the nominal R -value shown for floors over unconditioned spaces, in Tables 6 -1 to 6 -6. 602.6 Exterior Doors: For all doors which are less than fifty percent glazing, including fire doors, the opaque door area shall have a maximum area weighted average U -value not exceeding that shown:in Tables 6 -1 to 6 -6 and the glazing shall comply with section 602.7. U- values for the opaque door area shall be determined in accordance with section 502.1.5.1. For all doors which are fifty percent or more glazing, the entire door area shall comply with the glazing requirements in secLion 602.7. Exception: Doors whose area and U -value are included in the calculations for compliance with the requirements for glazing in section 602.7 shall be exempt from the U -value requirements stated above. 602.7 Glazing 502.7.1 Glazing Area: The total glazing area as defined in Chapter 2 shall nct exceed the percentage of gross conditioned floor area specified in Tables 6 -1 to 6 -6. This area shall also include any doors using the exception of section 602.6. 602.7.2 Glazing U- Value: The total glazing area as defined in Chapter 2 shall have an area- weighted average U -value not to exceed that specified in Tables 6 -1 to 6 -6. U- values for glazing shall be determined in accordance with section 502.1.5.1. These areas and U- values shall also include any doors using the exception of section 602.6. If the U- values for all glazing products are below the U -value specified, then no calculations are required. If compliance is to be achieved through an area weighted. calculation, then the areas and U- values shall be included in the plans submitted with a building permit application.; Exception: Single glazing for ornamental, security, or architectural purposes shall have its area doubled and shall be included in the percentage of the total glazing area as allowed for in Tables 6 -1 to 6 -5. The maximum area (before doubling) allowed for the total of all single glazing is one. percent of the floor area. 602.8 Air Leakage for Group R Occupancy: The minimum air leakage control measures shall be as specified in section 502.4 as applicable. SECTION 603 -- BUILDING MECHANICAL SYSTEMS FOR GROUP R OCCUPANCY f 603.1: Group R Occupancies that are space heated by air -to -air, ground -to -air, or water -to -air heat pumps shalllcomply with Table 6 -2 or 6 -4 or 6-6 for other fuels. System sizing shall be 'determined by an analysis consistent with section 503.2 of this Code, or, when approved by the building official, Chapter 9. All 1 mechanical equipment efficiencies and service water heating system efficiencies shall comply with standards as stated in sections 503 and 504 of this Code. SECTION 604 --- ELECTRIC POWER AND LIGHTING FOR ROUP R OCCUPANCY 604.1: All electrical power and lighting systems shall comply SECTION 605 -- BUILDING ENVELOPE REQUIREMENTS FOR OTHER THAN with the requirements of section 505. GROUP R OCCUPANCIES 605.1 Opaque Envelope Criteria: Roof /ceilings, exterior walls, floors over unconditioned space, below grade walrls, and slab on grade floors enclosing heated spaces shall be insulated to not less than the nominal R -value specified for rod /ceilings, exterior walls, floors over unconditioned space below grade walls, and slab on grade floors, respectively, in Table 6 -7. Roof /ceilings enclosing mechanically cooled spaces. shall be insulated to not less than the nominal R -value specified for roof /ceilings in Table 6 -7. 605.2 Glazing Criteria: All glazing shall be, ad a minimum, double glazing.. Insulating glass with at least 'one -half inch air space or approved storm sash will be considered "as complying. The total glazing area shall not exceed the percentage of gross exterior wall area specified in Table 6 -7. Exception: Single glazing in doors may be installed provided that the glazing area is doubled for the purpose of demonstrating compliance with the glazing area requirements. 605.3 Air Leakage: All buildings shall comply with the air leakage requirements of- section 502.4. i SECTI- ON 606 -- BUILDING MECHANICAL SYSTEMS REQUIREMENTS FOR OTHER THAN GROUP R OCCUPANCIES All building mechanical systems shall comply with the requirements of section 503. SECTION 607 -- SERVICE WATER BEATING REQUIREMENT FOR OTHER THAN GROUP R OCCUPANCIES All service water heating systems shall comply with the requirements of section 504. SECTION 608 -- ELECTRICAL POWER AND LIGHTING REQUIREMENTS FOR OTHER THAN GROUP R OCCUPANCIES All electrical power and lighting systems shall comply with the requirements of section 505. • CHAPTER 9 SECTION 900 -- PRESCRIPTIVE HEATING SYSTEM SIZING When using the prescriptive approach in Chapter 6; if approved by the building official, design heat load calculations are not required to show compliance to this Code if the heating system installed is equal to or less than the following: Ciimete zone,j Electric Resistance 21 btu /hroft2 Electric Resistance (Forced Air) 24 btu /hreft2 Other Fuels (Forced Air) 27 btu /hroft2 climate Zen II Electric Resistance Electric Resistance (Forced Air) Other Fuels (Forced Air) 29 htu /hreft2 32 btu /hreft2 39 btu /hroft2 TABLE 6-1 • PRESCRIPTIVE REQUIREMEHTS' FOR GROUP R OCCUPANCY CLIMATE ZONE 1 • HEATING BY ELECTRIC RESISTANCE OPTION GLAZING GLAZING DOORS CEILING2 VAULTED % FLOOR U -VALUE U -VALUE CEILING} AREA WALL ABOVE GRADE WALL•int4 WALlloxt4 FLOORS SLAB/ BELOW BELOW ON GRADE GRADE SRAM 10% 0.46 0.:1 R -38 R -30 R -21 R -21 R -10 R -30 R -10 12% 0.43 0.20 R -33 R -30 R -19 R -19 R -ig R -30 R -i0 12% 0.40 0.4C R -38 R -30 R -21 R -21 R -10 R -30 R -10 15% 0.40 13.20 R -38 R -30 R -19 R -19 R -10 R -30 R -10 18% 0.39 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 21% 0.36 0.20 R -38 P. -30 R -21 R -21 R -10 R -30 R -10 25% 0.35 0.20 R -38 R -30 R- 19 +R -56 R -21 R -10 R -30 R -10 30% 0.32 '0.20 R -38 R -30 R- 19 +R -58 R -21 R -10 R -30 R -10 3 Re(eeefce Case • (hlghlicAted In redline) Mime.. requirements for each option listed. For example, If a proposed design has a glazing ratio to the Conditioned floor area of 198. it shall comply with all of the rewlremenls of the 212 gluing OI•tI6fl(or higher). Proposed designs which carrot meet the specific regareents of a fisted Option above, may calculate comllance by Chapters 4 or 5 of this Code. Requirement applies to all cell jns e.cemt single rafter or joist vaulted ceilings. 'A.N' denotes Advanced Framed Ceiling. Reafiro+ent applicable ally to single rafter Or joist vaulted ceilings. 7 Retow g,am walls shall be Insulated either on the ea terkr to a •Into:um level of R -10. or on the Interior to the sae trot es .6111 Nswe grade. E.tertor Insulation Installed on Wien/ vide walls shall be a water resistant alerlat, maulactured for Its intended use.. and Installed accor3lrq to the manufacturer's specI(Icatlons. See section 602.2. Floors ore'. crawl spaces o- caressed to aolent air conditions. Recoiled slab perl.etee Insulation shalt be a rater resistant material. manufactured for Its Intended use. and Installed accodrlrg to rarulaclurer's specification. See Settlers 602.4. These options shall be applicable to buildings less Than We* slot lea. This wall Lnulallon req,lraaent denotes R -19 wall cavity Insulation plus R -5 'Cilia sheathing. TABLE 6-2 • PRESCRIPTIVE RIQUIREMEMTS' FOR GROUP R OCCUPANCY CLIMATE ZONE 1 c HEATING BY OTHER FUELS OPTION HVAC9 GLAZING GLAZING DOORS CEILING2 VAULTED EQUIP. % FLOOR U -VALUE U -VALUE CEILING' EFFIC. .AREA WALL ABOVE GRADE WALL/int' WALL0ext4 FLOORS SLAB/ BELOW BELOW ON GRADE GRADE GRADE a Med. Med. High Med. Low Med. Med. 10% 12% 21% 21% 21% 25% 30% 0.70 0.65 0.75 0.65 0.60 0.50 '0.45 0.40 0.40 0.40 0.40 0.40 0.40 0.40 R -30 R -30 R -30 R -30 R -30 R -38 R -30 Reference Case • (highlighted In redline) Min lava reg,lrements for each option listed.` For eaampte, If a proposed design has a Marino ratio to the m,ld It loved floor area of 198. 11 shall Comply with an of the regalrements of the 2I3 ;lazing opt Iontor higher). Proposed designs Mich cannot meet the specific requirements of • listed option above, may calculate compliance by Chapters 4 or S of tails Code. Requirement applies to ill ceilings eacePt single rafter or joist vaulted ceilings. 'Adr' denotes Advanced Framed Ceiling. Rtquir, nt applicable only to single rafter or joist vaulted Cell legs. Betty grade walls shall be Insulated either On the etltelo, to a minimum level of R -10. er co the Interior to the same level as watts stove grade. (sierlo, Insolation Installed on below grade watts shall to a voter resistant material. holdectured for Its Intended use. end insulted according 10 the manufacturer's Specifications. See section 60 ?.2. R -30 R -30 R -30 R -30 R -30 R -30 R -30 • R -15 R -15 R -19 R -19 R -19 R -19 R -19 R -15 R -15 R -19 R -19 R -19 R -19 R -19 R -10 R -10 R -10 R -10 R -10 R -10 R -10 R -19 R -19 R -19 R -19 R -19 R -25 R -25 R -10 R -10 R -10 R -10 R -10 R -10 R -10 Floors over crawl spaces or *noosed to ambient sir cond111ono. Required Slab perimeter Insulation scull be a water resistant material. .xufactlred for its intended use. and Installed a:Nd•lrg to ma^.rl :ct:4er's :0VC11ICatIons. See section 602.4. 10.16 OpIIOns shall be applicable to buildings less ChM meet stories. lnis wall Insulation reg2lreeent denotes R -19 wall cavity Insulation Olu{ R -5 foam s,e•tnlm. MInlmn INAC Equipment efficiency requirement. 'low' denotes an AFL of 0.74. 'Med.' denotes an NILE of 0.78. 'High' denotes an ARE of 0.18. TABLE 6-3 • PRESCRIPTIVB REQUIREMENTS' FOR GROUP R OCCUPANCY CLIMATE ZONE 2 it HEATING BY ELECTRIC RESISTANCE OPTION GLAZING GLAZING DOORS CEILING2 VAULTED % FLOOR U -VALUE U- -VALUE CEILING) AREA WALL ABOVE GRADE WALL•int4 WALL0ext4 FLUOR/ SLAB/ BELOW BELOW ON GRADE GRADE GRADE 1. 10% 0.38 0.2C R -38 R -30 R -21 R -21 R -12 R -30 R -l0 II. 12e 0.40 0.20 R -38 R-30 R- 19 +R -50 R -21 R -12 R•25 R -l0 III.' 15% 0.40 0.20 R -38 R -30 R- 19 +R -58 R -21 R -12 R -30 R -l0 Tv. 18% 0.38 0.20 R -38 R -30 R- 19 +R -55 R -21 R -I2 R -30 R -10 v.' 21% 0.35 0.20 R -38Adv R -35 R- 19 +R -51 R -21 R -12 R -30 R -10 VI.' 25% 0.33 0.20 R -49Adv R -38 R- 19 +R -58 R -21 R -12 R -30 R -10 VII.' 30% 0.31 0.20 R -60Adv R -38 R21 +R7.59 R -21 a -12 R -30 R -IO Reference Case • (highlighted In redline) mini.,, reouire.ents IOr each option listed. nor ...sae. If a proposed design has a otaalrg ratio to ire 200010 C.Vd (100c arra of 191. it shalt comply with Ill of the requirements o: the 311 glazing opl.on(P' higher). Proposed designs .IICn CarvKit meet tie spec if lc rewi•erenls of a fisted tgtIOO above. may Calculate co,Otlars:e b, Chapters 4 or 5 et trots :Ode. Red4ire+ent applies to ell ceilings e.cept single ratter or jolss vaulted zcillrgs. 'Ad.' denotes A4vance0 fra•md Ce.11rg. Requirement appl ICabtd Only to Single rafter ce 10111 vaialtd Ceilings. Betov grade walls shalt De insulated either On the eaterinr 10 a mini..,m level of 6 -10. or On the interior to the sae levet as walls amine grade. E.terfdr Insulation installed on below grace waits Small oe a 2212, resistant ateriat. manufactured for Its Intended use, had In1lalId according to the manufacturer's sP.XIVIcatlorn. See section 602.;. s floors over crawl spaces a e,poscd to amolent air eoetitIOns. { Rewired slab perl.ete, Insulation Shall 0e a water C,,lftMI mater;.(. NNIKI:r ed for Its InleIVed ale, and Installed azcodring.lo mwuf4.IVer'S specifications. See section 603.4. These Optlgn shall be applicable to buildings less anus Ifrle stories. This wall insulatlm req11re2.20t 02.212S R -19 wall cavity Insulation Olin R -5 loo. 022tn102. This wall Insulation requirement denotes R -21 vitt d70Ity (fuulltlon plus R -7.5 lea. sreathirq. TABLE 6-4 • PRESCRIPTIVE REQUIREMENTS' FOR GROUP R OCCUPANCY CLIMATE ZONE 2 • HEATING BY OTHER FUELS OPTION HVAC9 GLAZING GLAZING DOORS CEILING2 VAULTED EQUIP. % FLOOR U- V /U.UE U -VALUE CEILING' EFFIC. AREA Example: A 1500 ft2 house in Zone I, heated with gas, wou d not have to submit a design heat load if the proposed furnace is 40,500 BTU or less. 1500 x 27 m 40,500 Disclaimer: All heating systems shall be designed and installed in accordance with Uniform Building Code Section 1211. Med. Med. High Med. Low Med. .Med. Med. WALL ABOVE GRADE 0 i A op n- O D w ,00 W UU? 0 EE t` . LA O is Q CC c) r- U. O W U N WALL•int4 WALL0ext4 Fi. 0R5 BELOW BELOW SRAOE GRADE SLAB/ ON GRADE IC% 0.70 0.40 R -38 R -30 R -19 R -19 R -12 R -25 R -10 12% 0.65 0.40 R -38 R -30 R -19 R -19 R -12 R -25 R -10 17% 0.65 0.40 R -38 R -30 R-19 R -19 R -12 R -25 R -10 17% 0.60 0.40 R -38 R -30 R -19 R -19 R -12 R -30 R -10 17% 0.50 0.40 R -38 R -30 R -19 R -19 R -12 R -30 R -i0 21% 0.50 0.40 R -38 R -30 R -19 R -19 R -12 R -30 R -10 25% 0.45 0.40 R -38 R -30 R -19 R -19 R -12 R -30 R -10 30% 0.40 0.40 R -38 R -30 R -19 R -19 R -12 R -30 R -10 Reference Case • (highlighted In realire) hInl.as requirements for each option listed. for eagle. If a proposed otsign vas a piety ratio to the conditioned floor area of 19%. it shaft coyly wan all of the nwtrr -ents of the 2I% glaring oot Ionize higher). Proposed designs which cannot meet the speed is re6 'eaedls of a listed 00t Ion above. may calculate compliance oy Chapters 4 or 5 of anis Cob:. Requtreent applies 19 all ceilings TICept single rafter or joist vautled ceilings. 'A0.' Oen3tes advanced Framed felling. Requirement applicable only to single rafter or joist vtulled aelUngs. Selw grade watts shall be imulatd tithe, on the e,Ierlor to a minim.. level of R -10. or on the Interior to In same level as watts app., grade. Enter for inwla :ices Installed on below grade wails shall be 4 water resistant material. manufactured for its inter.:ad uSe. and installed according to Ihe anafartlrer'. specifications. Seeseetibn 602.2. • floors suer crawl spKes or eap0Sed to ambient air calditiOnl. 4 t •ed Stan oori.eI,, In.. ins shall be a vole, ...+ M. m,l.•Iml, manufactured for Its Intended use. and Installed a:egsrir.3 to manufacturer's specifications. See section 602.4. These options shall be applicable 10 buildings less than three stories. Ihi3 vat( ifeul4tiOn reouireent denotes R -19 wall cavity 'mutation plus R -5 Peas sfleelning. minim, Ho( Equipment ell Iciendy reoulreoent. '(OV' denotes an NUE of 0.74. 'ltd.' oertes an MCC of 0.78. 'High' Oenmes an $60 of 0.88. CITY OF TU;:WiLA FEB 2 1993 MIICENER IIII( IIIIIIIIIII1IIIi (IIIIIIIiIIIIIIIIIIII 0 78 THS INCH 1 2 IIIIIILILIIII�I'1IiIFrrli 1tIJJIIIIIIIIi1IitIIIII1il .MITI IIIII11l1III1III111 11111iII I+It.IiI.1•I 1I1II11'` Ii�Iljll11 11111i 1I11jli1IlliIIIIII1Iij1I1I11 4 3• , 4 I 15 16 I 1 , NOT-- If the microfilmed document is less clear than this l notice, it is due'tothe, quality of the original document. 11 MADE IN GERMANS' 12 1 • �•t STRUCTURAL GENERAL NOTES A. GENERAL THE FOLLOWING STRUCTURAL NOTES ARE INTENDED TO CLARIFY AND SUPPLEMENT THE WORKING DRAWINGS. B. CODES & STANDARDS • UNIFORM BUILDING CODE, (U.B.C.), 19x1 EDITION /ACI -318; ACI SP -15 /M.B.M.A. - MANUAL O. LIVE LOADS • • ROOF (SNOW) 25 PSF FLOORS. e 40 PSF STAIRS &:EXITS 100' PSF MOVEABLE PARTITIONS WIND SEISMIC ZONE (U.B.C. 2312) EARTH PRESSURE 30 PCF EQUIV. (ori14V 20 PSF 80 MPH, EXP. "B" (VERIFY FOR SPECIFIC SITING OF HOME) • 3 FLUID PRESSURE D. SOIL & FOUNDATION DATA 1. SOIL BEARING INFORMATION AND EXISTING FOUNDATIO.N DATA NOT AVAILABLE FOR THIS DESIGN. ASSUMED SOIL BEARING CAPACITY = 2000 PSF. 2. EXTEND ALL FOOTINGS DOWN TO UNDISTURBED SOIL OF THE SPECIFIED STRENGTH WITH A MINIMUM OF 1' -4" BELOW ADJACENT GRADE. (or as required by local Building Official, based on frost line depth) 3. CENTER ALL FOOTINGS ON COLUMNS AND WALLS ABOVE UNLESS SPECIFICALLY DIMENSIONED OTHERWISE. 4. COMPACTED FILL TO BE WELL - GRADED AND GRANULAR WITH NOT MORE THAN 5% PASSING A 200 SIEVE. PLACE IN 8 -INCH LOOSE LIFTS AND COMPACT TO 95% MODIFIED AASHO DENSITY AT OPTIMUM MOISTURE CONTENT. E. CAST -IN -PLACE CONCRETE & REINFORCING STEEL CONCRETE OF THE FOLLOWING 28 -DAY STRENGTH: 5 SACK CEMENT /CYD (MIN. 2500PSI); MAX. 6 GAL. WATER/ SACK FOR ALL STRUCTURAL CONCRETE, INCLUDING FOUNDATIONS AND SLABS ON GRADE. MAXIMUM SIZE AGGREGATE 3/4 ", MAXIMUM SLUMP 4 ". ADD MASTER BUILDERS POZZOLITH PER MANUFACTURER'S RECOMMENDATIONS TO ALL CONCRETE EXCEPT FOOTINGS. CONCRETE FOR EXTERIOR WALKS TO BE AIR ENTRAINED ( 5% AIR ). 2. REINFORCING STEEL ASTM A- 615 GRADE 40/60. USE GRADE 40 FOR TEMPERATURE STEEL, STIRRUPS, DOWELS. DETAIL, FABRICATE AND PLACE IN ACCORDANCE WITH THE LATEST EDITION OF A.C.I. "MANUAL OF STANDARD PRACTICE ". SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 3. CONCRETE COVER ON REINFORCING STEEL ( CLEAR DIMENSIONS ): SUSPENDED SLABS 3/4" BEAMS & COLUMNS ( TO TIES ) NON -E <POSED VERTICAL FACES 1" VERTICAL FACES EXPOSED TO EARTH OR WEATHER .. ,2" BOTTOM OF FOOTINGS 3" SLABS -ON -GRADE (FROM TOP) 1" 4. LAP ALL FIELD SPLICES 24 DIAMETERS WITH MINIMUM OF 12 ", BEND OUTER WALL AND FOOTING BARS 12 INCHES OR USE CORNER BARS AT ALL CORNERS AND WALL. INTERSECTIONS. 5. PROVIDE TWO CONTINUOUS #4•BARS IN TOP OF FOUNDATION WALLS AND IN FOOTINGS, DOWEL FOUNDATION WALLS TO FOOTINGS WITH #4-x 1'-6" LONG ® 24" O.C. EMBED 6" INTO FOOTING. NO SHEARKEYS REQUIRED, 6. REINFORCE AROUND WALL AND SLAB OPENINGS WITH SIDES OF 12" OR GREATER WITH TWO #5 BARS EX- TENDING 24" BEYOND CORNERS ON ALL FOUR SIDES. `PROVIDE ONE EXTRA #5 DIAGONAL BAR, 4' -0" LONG AT FACH CORNER, 7. SLABS ON GRADE: ROLL SUBGRADE AND MOISTEN BEFORE POUR. SAWCUT CRACK CONTROL JOINTS vVITHIN 24 HOURS OF POUR OR INSTALL ZIP - STRIP. LOCATE AT COLUMN LINES. MAXIMUM SPACING:-121-0" FOR 4" NON - REINFORCED SLABS, 40'-0" FOR REINFORCED SLABS. (MIN. R /F 12 x 12 - W 2.8, SUPPORTED). 8. VIBRATE ALL CONCRETE. SEGREGATION OF MATERIALS TO BE PREVENTED. TEST CYLINDERS NOT REQ'D. 9. PLACE NO FILL AGAINST. FOUNDATION OR BASEMENT WALLS UNTIL FLOORS ARE IN PLACE, OR WALLS HAVE • BEEN ADEQUATELY RHORED TO RESIST LATERAL EARTH PRESSURES. F. MASONRY ( NO SPECIAL INSPECTION) 1. • HOLLOW MASONRY UNITS: F'M = 1350 PSI ( HALF & HALF C.M.U. ) MORTAR TYPE S: .1 PC, :S LIME PUTTY, 4 SAND ( U.B.C. ). GROUT: 2000 PSI PEA GRAVEL CONCRETE ( 7 SACK). 2. REINFORCING STEEL: ASTM A-615, GRADE 40. 3. PLACE GROUT IN LIFTS NO HIGHER THAN 4' -0 ". 4. WALL REINFORCING IG. TIMBER FRAMING • 1. • ALL' LUMBER TO BE GRADED PER BOOK NO. 16 OF THE WEST COAST LUMBER INSPECTION BUREAU; HF/DF NO. 2 FOR JOISTS, RAFTERS & LIGHT FRAMING, PLATES, BRACING. DF NO. 1 FOR POSTS AND BEAMS. HF/DF "STUD" FOR STUDS. 2: COMPLY WITH LATEST EDITION OF THE N.F.P.A. "NATIONAL DESIGN SPECIFICATION" AS MODIFIED BY THE U.B.C. FOR ALL STRUCTURAL TIMBER REQUIREMENTS. 3. JOISTS AND RAFTERS TO HAVE 2" NOM. THICK SOLID BLOCKING AT SUPPORTS. 4. JOISTS TO BE ANCHCRED TO MASONRY WALLS WITH 10GA. X 1Ji, x 40" STEEL ANCHORS ( WITH 2" HOOKS ) 0.0, MAX. NAIL TO JOISTS OR BLOCKING WITH 8 - 1 Od NAILS. 5. . I SPIKE ALL LAMINATED MEMBERS TOGETHER W/ 10d NAILS @ 12" O ;C. STAGGERED.. SPLICE LAMINATIONS AT SUPPORTS ONLY. 6. PROVIDE cur WASHERS FOR ALL BOLTS BEARING ON WOOD. 7. ALL NAILS SHALL BE COMMON WIRE NAILS.• 8. GLUE - LAMINATED TIMBERS, DOUGLAS FIR, A I.'r C. GRADING: COMBINATION 24F -V3 FOR SIMPLE SPANS; 24F -V8 FOR CANTILEVERED SPANS. DRY CONDITION OF USE ARCHITECTUP.AL APPEARANCE GRADE WHERE EXPOSED TO VIEW. FABRICATION PLANT A.I.T.C. INSPECTED. WRAP INDIVIDUAL MEMBERS. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 9, PLYWOOD: ROOF SHEATHING TO BE :4" C -D INT -APA PLYWOOD WITH EXTERIOR GLUE, P.I. 24/0 (USE 5 -PLY FOR PANELIZED ROOFS). NAILING 8d0 6" 0.0. AT PANEL EDGES, 8d ® 12" AT INTERMEDIATE SUPPORTS. SUBFLOORING TO BE 3/4" C -D INT - APA PLYWOOD WITH EXTERIOR GLUE, P.I. 32/16. USE T & G IF NO UNDERLAYMENT. GLUE AND NAIL WITH 1Od @ 6" O.C. AT PANEL EDGES, 10d @ 10" 0.0 .C; INTERMED. SUPPORTS 10. • PRE FABRICATED TRUSSED MEMBERS TO BE DESIGNED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER AND IN ACCORDANCE WITH REQUIREMENTS SHOWN. SUBMIT COMPLETE SHOP DRAWINGS WITH ENGINEER'S SEAL FOR APPROVAL PRIOR TO FABRICATION. H. STRUCTURAL STEEL 1. ALL STEEL, EXCEPT TUBING; ASTM A-36. PIPE; ASTM A -53, TYPE E OR S, GRADE B. TUBULAR SECTION: ASTM A 500, GRADE B. ALL BOLTS: ASTM A- 307 /ASTM A -325, TYPE X. 2. ALL FABRICATION, ERECTION AND DETAILING IN ACCORDANCE WITH THE LATEST EDITION •OF "MANUAL OF STEEL CONSTRUCTION" OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION.• 3. ALL WELDING BY WABO CERTIFIED WELDERS IN ACCORDANCE WITH THE WELDING HANDBOOK" BY THE AMERICAN WELDING SOCIETY. , 4. ALL WELDS 3/16" MIN. CONTINUOUS FILLET WELDS USING ASW A5, E70XX ELECTRODES. 5, PROVIDE WASHERS ON ALL BOLTED CONNECTIONS, 6 . ALL STEEL NOT EMBEDDED IN CONCRETE OR MASONRY TO RECEIVE ONE SHOP COAT OF AN APPROVED PRIMER PAINT. APPLY TWO COATS OF HEAVY ASPHALTIC PAINT TO ALL STEEL EXPOSED TO EARTH. 7, FURNISH COMPLETE SHOP DRAWINGS PRIOR TO FABRICATION. 8. METAL ROOF DECK FABRICATOR TO SUBMIT SHOP DRAWINGS SHOWING LAYOUTS, WELDING PATTERNS AT SUPPORTS, PERIMETER AND SIDE LAPS, THUS PROVIDING A DIAPHRAGM CAPABLE OF RESISTING LATERAL SHEAR FORCES AS SHOWN. PROVIDE STEEL HEADERS AT ALL OPENINGS THROUGH DECK TO SATISFACTORILY DISTRIBUTE THE LOAD TO SUPPORTING MEMBERS. I. . M.;SCELLANEOUS 1. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS IN THE FIELD. PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. 3. VERIFY SIZE AND LOCATION OF ALL OPENINGS IN FLOOR , ROOF AND WALLS, AND COORDINATE WITH (MECHANICAL AND ELECTRICAL WORK. 4, PRE - FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 8" WALLS: #4 VERT, @ 46" O.C., #9 WIRE HORIZ. JOINT REINF @ 8" O.C. 8" WALLS: #5 VERT. @ 48" O.C., 3/16" DIA. HORIZ. JOINT REINF. @ 8" O.C. INSTALL TWO BARS IN CORNERS, WALL INTERSECTIONS, WALL ENDINGS AND AROUND OPENINGS. LAP ALL BARS 20 INCHES, JOINT REINF. 12 INCHES. USE CORNER BARS FOR CUTER BARS IN BOND BEAMS AND AT INTERSECTING WALLS. 5. ANCHOR BRICK VENEER TO WOOD FRAME WALLS WITH 22 GA x 7/8" x 7" GALV. CORRUGATED WALL TIES @ 18" O.C. EA. WAY WITH (1) SIMPSON N20A NAIL. WASHINGTON STATE VENTILATION CODE COMPLIANCE NOTES 1) THESE PLANS INDICATE THE USE OF AN INTEGRATED FORCED AIR VENTILATION SYSTEM AS PART OF THE HEATING SYSTEM. THE SYSTEM DESIGN, LOADS, CALCULATIONS, DISTRIBUTION AND SPECIFICATIONS SHALL BE PROVIDED BY THE MECHANI- CAL SUBCONTRACTOR FOR THIS PROJECT. ALTERNATIVE SYSTEMS FOR VENTILATION AND HEATING MAY BE USED AS DETERMINED BY THE OWNER AND /OR BUILDER. IN ANY CASE, THE SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS ESTABLISHED IN THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE , 1991 EDITION. 2) ALL STRUCTURAL PANEL COMPONENTS OF THE HOUSE SUCH AS SOFTWOOD PLYWOOD, PARTICLE BOARD, WAFER BOARD AND ORIENTED STRAND BOARD SHALL BE IDENTIFIED AS "EXPOSURE 1 ", "EXTERIOR" OR "HUD- APPROVED ", FIREPLACES SHALL BE PROVIDED WITH EACH OF THE FOLLOWING: - AN OUTSIDE SOURCE FOR COMBUS'T'ION AIR DUCTED INTO THE FIREBOX. THE DUCT SHALL BE AT LEAST 6 SQUARE INCHES, AND SHALL BE PROVIDED WITH AN OPERABLE OUTSIDE AIR DUCT DAMPER. -- TIGHTLY FITTING GLASS OR METAL DOORS, OR FLUE DRAFT INDUCTION FAN OR AS APPROVED FOR MINIMIZING BACK - DRAFTING. EXCEPTION: FIREPLACES WITH GAS LOGS SHALL BE INSTALLED IN ACCORDANCE WITH THE UNIFORM MECHANICAL CODE CHAPTER 803. i 4) RADON MONITORING SHALL BE PROVIDED AS REQUIRED BY THE LOCAL BUILDING OFFICIAL AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, 1991 EDITION. GENERA. NOTES . GENERAL CONTRACTOR SHALL VERIFY AND CON- FIRM ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS, AS WELL AS EXISTING CON- DITIONS OF SITE, lam IfI DESIGNER SHALL BE NOTIFIED OF AN'Y DISCRE- PANCIES PRIOR TO BEGINNING RELATED WORK. 2. ALL PRE- FABRICATED ASSEMBLIES SHALL. BE COORDINATED WITH THE AS -BUILT CONDITION BY THE GENERAL CONTRACTOR REGARDING DIMENSIONS, CLEARANCES, AND U.B.C. REQUIRE- MENTS , 3, PROJECT OWNER SHALL BE APPRISED BY THE GENERAL CONTRACTOR OF ALL F=INISH MATERIALS, FURNISHINGS AND EQUIPMENT, PRIOR TO AC4;.UI- SI'T"ION AND /OR INSTALLATION. 4. FURNACE AND ALL HEATING EQUIPMENT SHALL BE SPECIFIED BY OWNER AND ALL LOAD DATA, SPECIFICATIONS, PERFORMANCE DATA, AND DISTRIBUTION LAYOUT SHALL BE PROVIDED BY MECHANICAL. SUB - CONTRACTOR, ALL SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT WASHINGTON STATE ENERGY CODE, 5. IT IS THE INTENT OF THESE DRAWINGS TO RESPOND SPECIFICALLY TO THE REQUIREMENTS OF THE UNIFORM BUILDING CODE AND ALL OTHER RELEVANT CODES AND ORDINANCES. ANY DISCREPANCIES, OMISSIONS, OR ERRORS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER FOR CLARIFICATION OR CORRECTION BEFORE BEGINNING THE WORK. IT IS THE RESPOiNSIBILITY OF THE GENERAL CONTRACTOR TO SEEK CLARIFICATION OR CORRECTION IF NEEDED. CITY OF TUKWILA APPROVED At' . ,993 BUJ. DING DIVISION ItECEISID cI1Y OF TUKWILA FEB 2 1993 PERMIT CENTER z (1) SHEET NO. WSJ Oa ICRTLY FITTING FLUE DAMPERS OPERATED BY A READILY VIII iil�ill�ijl�iil�iii�Iii�iji�iji�Iji� ►ji�Ijl�ili�iii�ijil•I 0 '6 THS INCH 1 3 i, • 1I J 11i1ijIJI1 IJ11' 1IjI III 1JIiE 'IJIIIjL1ij1ii1ICI1I(Ij1f!11j j kji1il 4 NOTE: If the microfilmed document is less clear than this I notice. it is due to `the, aualitv of, the triainal document_ I�C�I�► ji` Iii�Ijlllji1ijljlji1iji1ljl1Ijl1Ijijljil 9 t 10 11 NADEINOERM*ft 12