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Permit 6725 - Slaminko Residence - New Single Family Residence
SPermit 6725 - Slaminko Residence 91-215 14708 56th avenue south Permit 6725 - Slaminko Residence January 9,.1992 Consent to Occupy House and Hold Harmless Agreement This is provided and agreed to by us for and on the behalf of the City of Tukwila. It is our understanding that at the time of the final inspection of our new house located at 14708 56th Avenue South, Tukwila, Washington, 98168 (hereinafter "the house "), an issue remains outstanding regarding the legal property lines and required setbacks as those relate to the Tukwila Zoning Code and our house and the properties of the other landowners. We and the two (2) other landowners have previously jointly submitted to the City, and are currently requesting it to process, a Boundary Line Adjustment application. The City has agreed that the Boundary Line Adjustment is a legally appropriate solution for us and the other landowners regarding erroneous property lines identified in a recent survey of the involved properties. The erroneous property lines which need correction according to the City, were shown and revealed on the site plans submitted to the City for building permits on both our property and the properties abutting ours (commonly described and identified as 14720 56th Avenue South, Tukwila, Washington and 5615 South 147th Street, Tukwila Washington). It is our understanding that since the Boundary Line Adjustment application has been so submitted to the City, the timely processing, approval and recording of documents regarding the application is now within the control of the City and its procedures. Based on the above information, and upon the City's telling us that they can in the normal course of City business process the application within sixty (60) days, we are requesting the City to grant us permission and allow us to immediately move into the house. In return for such permission, given even though a final Certificate of Occupancy has not been issued due to the property line and setback confusion, we agree to be bound and abide by the following conditions: 1. in the event the Boundary Line Adjustment application is not timely processed and completed within sixty (60) days from the date of this document due to a wrongful act or omission to act by us, we will vacate the house until such time as the property line and setback issues are legally settled by written agreement between the landowners and the City, or by court order or judgement, or otherwise to the satisfaction of the parties involved; 2. we agree to hold harmless and indemnify the City, its agents, contractors and employees, against any claims for damage or monetary loss, including property damage, personal injury and death, that may arise directly or indirectly from any wrongful act or omission to act on our part, or from the City allowing us to occupy our house prior to issuance of the Certificate of Occupancy. We specifically and expressly reserve any and all rights and remedies we may have against third parties, including without limitation the other two (2) landowners involved in the Boundary Line Adjustment. We do not intend nor do we waive any rights and remedies we may have against third parties, nor shall this document be construed to do so. The purpose of and intent of this document is between us and the City only. Dated: COUNTY OF KING STATE OF WASHINGTON , 1992 ) SS. On this day personally appeared before me Kate Robison and Ronald Slaminko to me known as the individuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this r5 day of 1992. Notary Public in and fo Washington, residing at Commission expires: EST - CONST.: V _ N (year) 1988 SETBACKS: N- S- E- W- FIRE PROTECTION: Sprinklers Q Detectors .[�]c N/A UTILITY PERMITS REQUIRED? © Y es 0No (through Publicorkal ZONING: BAR/LAND USE CONDITIONS? Q Yes 0 No N CONDITIONS (other than those noted on or attached to permit/plans) CITY OF TUKWILA Dept. of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING DING PERMIT NO. � Q���� DATE ISSUED: c 9 I SITE ADDRESS PROJECT NAME/TENANT Slaminko, Ronald 26513 233rd Avenue S.E., Ma Terhune Homes, Inc. P.O. Box 1078, Auburn, WA - WA. ST. CONTRACTOR'S LICENSE # TERHUHI133J7 ARCHITECT ADDRESS APPROVED FOR- • ISSUANCE BY: SIGNATURE: PRINT NAME: 6' j C° .- ,���, his permit: shall become null and .void if the w nua or if the work ed or abandon ' CERTIFICATE OF OCCUPANCY NO. 14708 56 Av S Carl Wheeler P.O. Box 1078, Auburn, WA BUILDIRG PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) DESCRIPTION'*; :. BUILDING PERMI: FEE PLAN ::CHECK: :FEE FEES :AMOUNT::;::. :; BUILDING; SURCHARGE<< TH R PLAN CHECK NO.: GLUE," TYPE OF © New Building ■ Addition ■ Tenant Improvement (commercial) U Demolition (building) (- Grading/FiII WORK: Q Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Construct new single- family r esi d ence. ZAP 98038 PHONE 854 - 8500 EXP. DATE 4/92 ADDRESS CONTRACTOR ADDRESS Ronald Slaminko & Kathleen Robison le Valle , WA PHONE 854 -8500 ZIP 98071 OCC. SQUARE LOAD FEET 1:0 SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET SQUARE FEET OCC. LOAD BUILDING OFFICIAL DATE ISSUED: DATE: VALUE OF CONSTRUCTION -4, 160,550.00 ASSESSOR ACCOUNT # 115720-0182-05 COMPANY: C�.O�1��9/✓ :commenced within 1 a perio of :180 days mmomommasswEl TOTAL OCC. LOAD I hereby certify that I have read and exar i ned this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not Ares I e to • ive authority to vi • I to or cancel the provisions of any other state or local laws regulating constructionar h pe ormance • wo I am authorized to sign for and obtain this building permit. ittrifirgik*WA 14 DATE: days from the date ram the last inspect! PERMIT NO. CONTACTED ____ KOQY 1 2Yl DATE READY DATE NOTIFIED Q^ ( BY: p J lU�� (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: knit.) AMOUNT OWING �� K 3RD NOTIFICATION BY: _ (kilt.) PLAN CHECK NUMBER • -NS INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized conci ely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE OCC. FEET LOAD SQUARE 000. FEET LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. UIREME DE pApTN1E N' BUILDING - initial review • R FIRE PLANNI .r PUBLIC WORKS 0 OTHER 04BUILDING - final review BUILDINGI?ERMIT APPLICATION TRACKING PROJECT NAME 0 0■M c t nko., Ror\o\d SITE ADDRESS S 3-QI 0/9/ 8 -5-9r REVIEW COMPLETED APPROVED Zs/ I IZ (FOUTED) INIT: INIT: V c S(0 (av 3 \AI CONSULTANT: Date Sent - FIRE PROTECTION: LJ Sprinklers FIRE DEPT. LETTER DATED: 7 PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: Date Approved - ZONING: (2 . q . LD BAR/LAND USE CONDITIONS? •mss REFERENCE FILE NOS.: NGM. -Gqo *111J —P1UC At'-PE.GT Quip . MINIMUM SETBACKS: N- S- UTILITY PERMITS REQUIRED? Yes SUITE NO. Detectors INSPECTOR: 5 ) No E- UEIC EDITION (year): 1 588 N N/A 5 TOTAL OCC LOAD W-3 HAVE A HAPPY DA''( CITY OF .W ILA 05/23/9. . CFNER t "; ',;54.00 TOTAL 554.00 CFI.IT 51:00 CHArtf.,; 0.00 8096A000 08 :34 [ PHONE :4 '.� �. CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 APPLICATION MUST BE FILLED OUT COMPLETELY SITE ADDRESS SUITE # 1- 11 c) 5(0 N.. PROJECT NAME/TENANT TYPE OF WORK: New Biilding Rack Storage Additi O Reroof DESCRIBE WORK TO BE DONE BUILDING USE (office, warehouse, etc.) F" 1 -1 2 NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? ARCHITECT S tr ADDRESS BUILDING OWNER OR AUTHORIZED AGENT ADDRESS c? DATA APPLICATION ACCEPTED ` : �►. PRINT NAME enant Improvement (commercial) Li Demolition (building) ❑ Remodel (residential) ❑ Other BUILDIt$3 PERMIT APPLICATION DESCRIPTION: ENERGY SURCHARGE: Yes IF YES, EXPLAIN: BUILDING PERMIT FEE:Y. PLAN: CHECK FEE ; BUILDING SURCHARGE SQUARE FOOTAGE - Building: 25 \ Tenant Space: Area of Construction: I 0.1- -4 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? Vg. No ❑ Yes IF YES, EXPLAIN: PROPERTY OWNERre.1 old cJ,4,nkto ADDRESS c9 ias l3 : r et \ic s„ f u1 'CONTRACTOR oY c m-Is S I Th ADDRESS -)t 1 �$ A L> �rv1 t �('t WA. ST. CONTRACTOR'S LICENSE #. �` J FEES (for staff use only) RCPT:::. #�:.. :TT: DAT1 E::- OTHER .TOTAL Iit!'�I` VALUE OF CONSTRUCTION- $ -A ; e 3 Up , 55 0 . CD ASSESSOR ACCOUNT # l\ s - 7 a 0 - o a -05 PHONE ZIPg PHONE ZIP 4 idl' - ? 1 EXP. DATES } PHONE e Ya . e 7u�,r ZIP SIGNATUR L) DATE 6_ PHONE j � ?)•( -x t61S,. - r Ar)v l a 1.,vActy 1 CITY /ZIP' s) \0■-)11-‘ CONTACT PERSON O _, C PHONE tk- cg 00 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 4133 -1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations, The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION EXPIRES 03/30!88 1 . 9 . einO!a!tecl • bei1 Aeeaor Account Number ... Two sets (2) at worWn drawings which Include Foundetlon plan • • , , • • • • • • . •• ••::• • ...• S6BMITTAL CHECKLIST 60141090eya#00•144■. /• BuildIng cm section Wahlngton State Energy Code & Comple moo*: pennit application sets of site plans showing utlIftee ':•NC37 g:::• plan and u1lay site plan may be oombkwf see ••yoRy4*arokoppi./0#0■74.•eflocppocogt:foto Jtupographlaal and sobs kiformafon may be ,equkedffunlque " • •••• • " • ••••••••" " • • • •""•"•••••• •-••••••-••••••••• • •••• •••• •• ••••":•••:••••••••••••••• • • ••••-•":- • • • • • • .• • • ••• • ,,, , , ..• • stru : _be • , ••• .• • Exit doors, egress • ofp"'r.,J.„1-- 114iNa . • .0.1F1.11 • Assessor Account Numbor Two (2) sots of construcUon plans, which inclu r : plan . Location of tenant space edparI — Overall building plan . • of een • • • 0. Ctoss soctk,ns showing Well construction and method of a Wa shington * Overall thnenalons of building or square footage ns • . • • . ,,, • , • • • • • , • done, appllcaroxr and plans, RELVIO�J [J Completed builng pomIt application (one for each Structure) LI . Assesso Account Number f Narrative describing exisdng roof material being removed, and L.... material being Installed NOTE A certification leffer Is filo 7 fina '•:•?..Oft•of the permit roOknebmial. being Tempi/id, ' . material being inStillod:V::•;•::::::::*!::• • :" NAts: .. . .. . i::i Completed bulldfrig permit application [lAss eesor Account Number Two • • Site Plan (showing bUlkJing and location of • • • t • 4601044:MO6t be submitted. ' Completed buiidng permit application (one for each U'Ucturo) , • • • • ....................... .• Ass�ssA ......•••••....... .. . NOTE; A:ixiittlf0000. Issqu fr�p tiolo#0004:04:4-1 oft of the permit. -•• aifitrititon••• • • • •••• • • f�ahDu • " • • •-• • .... . .. iori PERMITS -.I , TO PWD ,. .w.1. APPROVED a. - I: REQUESTED PERMIT NUMBER APPROVED PLAN /LETTER DATE ISSUED 5 I Channelization/Striping /Signing Curb Cut/Access/Sidewalk Fire Loop/Hydrant Flood Zone Control Grade /Fill Hauling Landscape Irrigation Moving an Oversized Load � K Sanitary Side Sewer S3 Q4 \ - I 1 \ - I I )1 -1-9 I Sewer Main Extension • rivate Sewer Main Extension (public) X Storm Drainage 31) 024 I - ! 11-C1 I ((1 - 91 Water Main Extension (private) Water Main Extension (public) D beduct DWater Only Water Meter (exempt) si No.: Water Meter (permanent) size: .3Ie1 No.: I 0 / 1 / 1 1 1 3 4 - - M 1 `9 - / (1'1 Water Meter (temporary) size: No.: Other: Other: RECEIVED TYPE OF REVIEW -.I , TO PWD ,. .w.1. APPROVED a. - I: REQUESTED COMMENTS - 3 --C () Sik V+i 1 5 I PLAN CHECK NUMBER ROUTING PERMITS REQUIRED PROJECT NAME SITE ADDRESS UTILITY ITtOJECT TRACKING CHECKLIST 310.1v �Zanald I 5 -KV S CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT SUITE NO. CITY OF TUKWILA CENTRAL PERMIT SYSTEM ENGINEERING DIVISION 6200 SOUTHCENTER BLVD. TUKWILA, WA 98188 UTILITY PERMIT APPLICATION (206) 433-0179 (please print) 1 SITE ADDRESS 1 . 1Q l� 5W £1J S . NAME OF PROJECT `J Io.i'n l (1 f '� , �nO.0 PROPERTY OWNER a, Slavh,A1 c t- . a.- 61,NLeori ¥ - (2nli oY, PHONE y3a • ac ADDRESS - IN(‘ ► . & _ A . ■ s 8 ZIP ENGINEER PHONE ADDRESS ZIP CONTRACTOR }`/\ f-r-, QAAI 'Cnn S r t >r u r v .n PHONE -S3 5 ADDRESS , i�,.� _ - . Q ZIP ��{ Q;13 , NAME ADDRESS (32 /W1.U►LLAPP) PERMITS REQUESTED Sewer Main Extension (private) Sewer Main Extension (public) Water Main Extension (private) Water Main Extension (public) Excavation (in public right -of -way) Fire Loop /Hyd.(main to vault) No: Sizes: Landscape Irrigation Sanitary Side Sewer No: Water Meter - Permanent: No: Sizes: Meter Address (if different from site address) Water Meter - Temporary: No: Sizes: Water Meter- Exempt: No: Sizes: Meter Address (if different rom site address) WATER METER DEPOSIT /REIMBURSEMENT DESCRIPTION OF PROJECT Single Family Residential Q Multiple Dwelling: No. units 7 Duplex 7 Triplex Motel. Hotel Apartments Other Commercial /Industrial: Office Q Warehouse Retail School /College /University Church Other l\pplicant /Authori ?ed Agent (signature) (print name) Curb Cut /Access /Sidewalk Channelization /Striping /Signing Hauling Moving an Oversized Load Storm Drain Flood Zone Control Other Grade /Fill Cubic Yards WATER METER BILLING Il NAME D, ... S t �,u .. r .. .o NAME Cn,n rt \c\ S \Q..vv\w C a * k kit \Q.Q.n elo■s,o ADDRESS at..pS13 X33 S E _ ADDRESS c"�LoSt5 A3 ' - f,SF . CITY, ZIP 'rR.cL (IlR., ) 401 VOU 1 , l.N! A ' �." CITY, ZIP YYl c,.. P Uz, 1cA.. \1 su.Z - t \ `IFt O - tis PHONE t,.t3a - PHONE ___ __5_ MONTHLY SERVICE BILLINGS TO: Q water 0 sewer Q metro etx,.\ . 3\ cant v\ k 4 O-k-Vs.k. use v, eQIO 15 p� Contact Person (print•name) S_;C; Address _` o , )c (c57,5: UL) v 1 Y, , Q standby MISCELLANEOUS INFORMATION pi New Building: Square footage Remodel /Acdition: Square footage o or ginal building f.pace Square footage of additional building space King County Assessor's valuation of existing structures $ \Dloop ^ Valuation of work to be done $2 a PHONE ZIP (� Condominiums Hospital Manufacturing I HEREBY CERTIFY THAT I HAVE READ THIS AP LICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. DATE 5 PHONE PHONE 11S4 -150') ZIP 1. Sanitary Sewer rITY OF TUKWILA Public Works Requirements All site plans shall be provided in one submittal for review by. the Public Works Department. Six (6) sets (copies) of plans stamped by.a licensed engineer are required. Plans are to be submitted to the Permit Center where they will be routed to Public Works. The following information is necessary for Public Works Department eva- luation and approval of site plans: A. Type of pipe - concrete, transite, etc. B. Size of pipe C. Percent of slope on pipe, length of run D. Number and type of fixtures to be serviced E. Connection points F. Location of cleanouts G. Type of bedding material - if required H. Invert elevations 2. Storm Sewer (include existing topography and proposed grading and surfacing) A. Type of pipe B. Size of pipe C. Percent of slope, length of run D. Connect point E. Location of structures F. Square footage of area to be drained, including roof area G. Bedding material if required H. Invert elevations . Water Mains A. Type of pipe B. Size of pipe C. Hydrant type and locations, if on a city main D. Valve type and locations E. Connection point F. Type of connection - live tap, tee, etc. G. Location and size of thrust blocking H. Size and location of mains, including elevations (profile) 4. Parking Areas A. Type of surfacing - asphalt, crushed rock, etc. B.' Percent of slope or runoff direction C. Location and size of curb cuts D. Vehicular and pedestrian traffic facilities, including signing and striping, wheel chair ramps, curb cuts. 5. Domestic Water A. Type of pipe - cooper, galvanized, etc. B. Size of pipe C. Number and type of fixtures 0. Sipe of meter - 1 ", 1# ", etc. E. Location and elevation of meter box F. Location and size, of tap After the Public Works Department has completed their review and the plans are approved, the applicant will be notified by letter of necessary per- mits and requirements; an approved set of plans will accompany the letter. If the plans are not approved the applicant will be notified by letter of necessary resubmittal requirements. All required permits are obtained through Department of Community Development at 433 - 1851. Utility Inspectors Water and Sewer (433 -1860) Street (433 -1850) CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 TO: FROM: DATE: SUBJECT:: . CCL\ c \),c0A L r v chi nn i 5 ho4 or) exiqc,k63 \1cA\ ucc- -ion `b(.-tci, 4\p r ►1 V (1;--3J(0 4t ) L ° — G OX 05.Q, 50,3 21 X 41 I (0 I 0 • SO 0 �1d o y a - 3) Ng P'-er mfit- MEMORANDUM �i '• 00 PHONE # (206) 433.1800 Gary L. VanDusen, Mayor ro : r , A.... of / ` . i Type of Inspect . . .,. +i • 0 ti. - 4 �.. f Af Sp: al Instructions: 9 1 '"'9 47.4 13 lt'iAJ late Wanted 3 --26 , --i,_ ' ar Requester: Phone No.: _. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. 206 4 31 - 3670 Approved per applicable codes. ❑ Corrections required prior to approval. iminimory ❑ $30 FE f EQUINE). Prior to . reinspection, fee must be paid at 6300 Southcenter Blvd.; Suite 100. pall to schedule reinspection. I Receipt No. ate: — Project: 0 r r ,/ / . 1 .-.• r ' n .•• Type offnspection: / �,. it _ IA' . ••rasa: / ' 08 ` 35 s �: a ale.: Special Instructions: Date Wanted: '" l`. jj P.m. Requester: Phase No.: 1 INSPECTION RECORD Retain a copy with permit CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: zr.-€824.0( 1144 r5iiiirovr (inspector: Rece it No.: Date: 6725 PERMIT NO. (206) 431 -3670 ❑ Corrections required prior to approval. • ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. roe . 5 a S of d Ypoo nspe on: Add Date Called: _, (� . SPeda Instructions:` Date Wanted: -- / 7-17 e.m. 9 Requester, (.,.4.t...b }� Phone No.: 1(5 r..'" i...:: vi;, 9: RI':r.'���-n�7�i�•-`'"{`.. -T�,P x� yt A.rr /k_ br L.34 -tt (7 � 'f.' r ;r � ��.�(�! . '1-7, A .,. ,rte. .+.e . yt ..e..ea .. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid,a 00 Southcenter Blvd., Suite 100. Call to schedule reinspection Receipt No.: INSPECTION RECORD Retain a copy with permit �yz+r °�xl, yry ::.,�a:i+y;'.,rrx�,.t,'.aX 4 i•��:}� Date :.: (206) 431 -3670 0 Corrections required prior to approval,; • ro ecti / AI( 011�.(2w e o � pp r jj AL Sp = a Instructions: . Date Want : ; — i ,1 •m. Requester: Phone No i 2 — .3'3 6 • r,' Inspector Q $30.00 EINSPECTION FEE REQUIRED: Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100:. Call to'schedule reinspection, ecept No:: Date: INSPECTION ' RECORD fain a co y with permit S E O. CITY OF TUKWILA B I DINIG DIVI tON 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. (o7 PERMIT N0, (206) 431 -3670 CO Corrections required prior to approval. Project. Rob/ ,, Jr) 5)o ri t kc ype 0 nspect on: 4 I Address ' 1 97 0 8 — 5 h A - Ve S alle Date Ca ' _1 y . C7 � z Special Instructions: Date Wanted: l - 16 Z. ant p.m. Requester: / o r , Phone No,: (v Z q -.3365 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,r-.rf �S'Yrv- , Nfw...rin ;t•�+ — w - r.T +rr srtrv- .ter.- ..w+r: «.,. ❑ Approved per applicable codes. 5( Corrections required prior to approval. 4076;5 PERMIT NO. (206) 431 -3670 ❑ $30.00'REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ecep o.t oe : ,_ � � ype o nspedion: �� . Address: /ci7 CC _54 he Date Called: 1 Date Wanted: / 2.-- - 10 — ODA Special Instructions. Requester: Phone No.: INSPECTION RECORD Retain a copy with permit clIol <o. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P AM 0. (206) 431 -3670 IKApproved per applicable codes. ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project:( 4 4 . �. . # I. it ► I ype of Inspectio : i . '4 - I(. re � i,� • to a e� ; Special nstru Ions: Date Wanted: 0 _ „ Requester: er PhoneNo.: ;lc rLThJ - ) INSPECTION RECORD Retain a copy with permit 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) .431 -3670 X. Approved per applicable codes. COMMENTS: ' .vim._• ❑ Corrections required prior to approval. U /..t f� 4r,a1.- i.h /4 A k".67 6 01-:/// ,e1 k s hy 64/ 4./4y nspector: A o- p $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date; role : Ge ,e e'...■ . 0 •- # ..... P ' 4 A ypeo nspection: , ress: 1 7 / 0 S te a e': — 6 — Specla nstructions: Date . ted: .m. // Requester: Phone o,: g: RECORD ' Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT No. 0 Approved per applicable codes. >i Corrections required prior to approval. COMMENTS: ' 7) 44 rtje■ (71--) 4-0 .: / 5 0 ,4v e_ c4. ; p ,5 S A- Y ci e /4x4 (2-'1"/ 1/ f J- 4 ' h-,--/ 4 6 *,#-Ae (...4es di/ 4 / 4 7 ,3 7 1/4-94 -- e l/ ID $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection,lee,must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: (206) 431-3670 6725 F A 7 ro eat:. �". fi - ,`j 0l,.ie -' Ype o nspe on: .t Gt Addre I I so i bate Called: ./ Special Instru Ions: Date Wanted: . ( ) i am, . p�m 1 Requester: } Q,S L Phone No,: s q ,_ on • Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0'72..5 PERMIT N0. (206) 431 -3670 Corrections required prior to approval. COMMENTS: c k s40 -mss -•r /4 (1 d �� e [insector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. e N a: Date:. 79 ect: /ram. 47 S . h G e, Type of Inspection: / e't' r Address:. 7 D e � - 7 Date Called: Special I struckIons: • Date Wanted: / am 07, Requester: ,----., [? M Phone No,: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes; ; VV `yam INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. (206) 431 -3670 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'ro ect: s /�n,.� ype o nspect on: _ r Address: Date Called: Special Instructions: Date Wanted: am p.m. Requester: Phone No.: INSPE RECORD Retain a copy w ith permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd., #100, Tukwila, WA 98188 7,5 PERMit NO. (206) 431 -3670 0 Approved per applicable codes. id.. Corrections required prior to approval. ,c_ 4 w. 1Z_ 4 /5 e, ()) h j 1 1 , t -1 i-..c 7,.m1 S'jt�c s -` 4.S /4: of R p. • 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recept Date: ect: Pro j .. il � �/YyL,iivt, (6 T e oflns dion' yP PQ !I -- Q,/'i;A P� Addre * Date Called: , J Special Instructions: -D te Wanted: 11_ I'-1 ( am. Requester: 41A: Phone No,: 109`7 _ ,5 , c . P • ` 0. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 tit m �..�.1 / /19 U 3 ece� ` o: 'L. INSPECTION RECORD f Retain a copy with permit Approved per applicable codes. Corrections required prior to approval. COMMENTS r Co '? PERMIT N0. (206) 431 -3670 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at ., 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection • PROJECT: 1)-- CAI SITE ADDRESS: it- '7 O TYPE OF INSPECTION: 12_0.b SPECIAL INSTRUCTIONS: CITY OF TUICWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RESULTS /COMMENTS: c c- 41 INSPECTIORECORD (Ii, DATE WANTED: 10 4/-01 SST- a�.rwawxir.v PERMIT NO. DATE CALLED: ' 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 REQUESTER: PHONENO.: P.M. PROJECT: `'Tt o , I , a I1 � PERMIT NO. C a l a" DATE CALLED: g - n-q/ SITE ADDRESS: ) /17 D , Sc9 OF INSPECTION: `1' 0 Q< -D �'�- -' DATE WANTED: — 020 . . SPECIAL INSTRUCTIONS: REQUESTER: ,,, 4 , , ., PHONE NO.: 0 0 - ' 5 - 5,./-......9- INSPECTION RESULTS /COMMENTS: 1A1CDC('TAQ. Y /_ . _ ir-, n wire. OD_ �• s+� . i165±1t1:41b yts. v r•. xtbr T: Alt 7r, :: r m gt' ` r s: CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 115:11;•:641.! 'ees INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: .51- „ I 1i—Cl PERMIT NO. Cp 715 SITE ADDRESS: 70 Fr" ' (. iiv-- -_ DATE CALLED: 3, f q- q DATE WANTED: - - (q - ci ( a TYPE OF INSPECTION: •�$vc it to .5 i t;C SPECIAL INSTRUCTIONS: 3 ; p REQUESTER: ow —tz— PHONE NO.: INSPECTION RESULTS /COMMENTS: kiik-1— Wl A The 0 aera A1— qE .` — I re- To ✓-]Z,t ,,Cd' (d NeS f 2 (.30 15A-04.- ?'&€ . *1 34-1 0 774 /4i LI WCZ 0 IQ cl.: o f A-7 nri`c 6 rj TA Es I t� w t . CA (24 FV (A 161 14 c git tea— , n wa..4 13G s rTe Pitc"-e 2..6 Apt c (i Ek.ts'TS C, - MET IsArI r, H b n.3 Na uS . 13 Co ` ( veek 1 - m ' l M �t THE 4 - laa uch F �+ - , r 1 2- � � + U f.IZ, Rite– A Co Q' 1..61 (0 ' Is ~e-kt , .44) 1 n�i 1 P 11- - C i (m ars / 2( , /Zeiti. -r x.:7. N'eiGN6dJ' HouSri . -pa (S Na VASE i 3 $'..cap.Pa.S - (n aSE c[ ' w(ve ,Z"';i". �c I I t W r.) AA AI W c C4 -r a ,_ ___ - E 1.� nA e 1'4 , l.TO R- lk r•PeZ1 C 1A A02,3' -e-74c - N -o A-c- k A LAYt�e a i Z ' r"vW - ,, / iC c., '0 v . P" t -- s c�7. , tlf LV Nb ass .-'� tep c r4CR . ' . t - c, r E:I V l t-+G S A r `I P A INSPECTOR: C ` �C..,'L_- DATE: % -c c.► . - 4 t (NV • CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard – #100 Tukwila Washington 98188 PROJECT: f NA / tabb ' A PERMIT NO. 6 SITE ADDRESS: Mit n DATE CALLED: 8'--- ) v 'rl . — c7 ) TYPE OF INSPECTION: VO 1.. A DATE WANTED: ` 16 • SPECIAL INSTRUCTIONS: REQUESTER: / A./ n. PHONE NO.: q g INSPECTION RESULTS /COMMENTS: .: % /, ()/ 7 .g, / `el 4- 7 /frE- 6 .4 e _ei 1 1 DATE: g.- INSPECTOR: z i n CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION. RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 CITY OF TUKWILA Building Division 6200 Southcenter Blvd, Tukwila; WA 98188 433 -1845 Permit Na.. Date g"1i1- Job Address /7c) 6 _. CORRECTION NOTICE The following items are found to be In violation of Ordinance 0/* nd shall be corrected. iJ ' r e p /,A � 7/ h ph 5/ 5 • / d /y- _ ;�.4' C S to 7c, : 1 1" - r te Signed Id g Offic al /Inspector 67& 47 typical roadway section dm olson construction joe chanes site plan lid 5 brie FOR ALTER . TE QIXSH EL1 (NC TO (2x8) GIRDER TR7 ss ROTOR/ CRP= USE SIMPSON "026" JOIST HANGER OR EQUIVALENT- (SEE SI PSON CATALOG (2x12) 12 ilE21 - FIE END VERTICAL REP, (S8017J SHADED) 35SWhiUN /A 2 1200E 1 SS DF - #1 DF ALL WEB MEMBERS: 2 x 4 STANDARD OR STUD GRADE HEM - FIR. UNLESS NOTED BELOW: a t2pDFIYt.SR rvE3 SIuINPAUA2c602HEar- FINIME3SS 4145t7F WEE SAS afj MlNAIQR12 c 9 *2HE1u -1 lR WEB ea apr TRUSS SJ LY, trig. • P 0 BOX 532 WgODIN�e1 Q90B 98072 C -1x4.3 SPAN TO 18 -11-4A 13 '-1:1" t&Lrtn 4 TO RIDG (2 EQUAL Pa_KEIS AT TOP CEDED) C- 1.5x2.6 C -2.5x6 General Notes_ unless otherwise naiad 1. Design to support bads assn. P41 lager lorce resisting elartenls such as lerrporary e,+d permanent bracing to be desired and pro..ded by others 2. Design assumes ate Eop and Donors chords to be leleaiy braced at 3' - 0" o c and at 12' • Q as +e pectivey 3. For recommended br deals. see "Bracing"AWd Trusses. BVJS - 76' Dy Ode Truss Plate Irmmure +4. Rt x 4) continuous lateral web or chord bracing regt%ed to rent:iaphrogre where shows : . ++ 5. 1,2 a 41 ''tact bodging or lateral bracing recomc eroded wiwe sown ;+ E. Installation d tuts is the resptnab l4y of the respecoe contractor. 7. Design assures susses are to be used a a non - corrosive errommoment and are or - dry cord5cn of use_ & Desgn assumes full bearing atall supports shorn. $In Or wedge a necessary_ 9 Design assumes adequate draotaee r5 provided. 10 Plates staodx txardanDOhfaoes cr truss and paced so their center tines: oircide with ;tint center tires tr. - 0' indicates Mush positronirg at plate 12. Digits indicate ass of plate in mattes_ 13. For Dasic desigt dues at Ire Canputrus Pta'e. indcad by Site prefix "C'.see IC BO. FIR. X421i. 14. The Garnputes 1,71 Sec'i[n Plate <S unaided by the prefix •'CN". the desi,natcc(t8) rotes 143 ga. rraterial isuseJ. Aa *dters are 20 15. Nails shad be `Gansnow type unless -feted otherwise. TRUSS SPAN 19'- .00" LOAD DURATION INCREASE = 1.13 SPACED 24.0" 0.C. LOAD INS LL + DL ON TOP CHORD = 32.0 PSF DL ON BOTTOM CHORD = 10.0 P. TOTAL LOAD = 42.0 PSFi �5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRFGS ONLY_ C- 2_5:4.3 8' -9 13116" 30 C&YTERLL'E OF 'PANEL J0121T. } .� .... ). LEFT = 702 RI6HT = 704 1r j BEARING AREA. REQUIRED ISO. IN) JOINT 5 L. 12 DF J 1.73 IIF JOINT 4 1.13 OF I 1 -74 If 5- ROOF TRUSS SUPPLY ITS DATE: 11//11 DELIVER TO: NAME . ! O Vt L4x FIRM LOCATION FAX I1 ROOF TRUSS SUPPLY, INC. ITS LUMBER COMPANY PO. Box 832 Woodinville, WA 98072 (206) 481.0900 FAX # (206) 486 -6062 FAX COVER SHEET TIME: 12. 3.1991 9133 SPECIAL INSTRUCTIONS: • e ra Lkeidei P. TOTAL NUMBER OF PAGES TRANSMITTED (INCL. COVER SHEET) IF YOU DO NOT RECEIVE ALL PAGES. TRANSMITTED, PLEASE CALL (206)481 -0900 AS SOON AS POSSIBLE. THANK YOU. FILE NO.ST- 191251 -5-42* NOTES: 6T, r'$PAIR REF.: Tai -15 DATE 11/21/1991 DES. BY../? SEO.: W SIZE 2400F 2100F 1950F 1650F 1500F 1450F 1200F SS DF at1 DF #2 DF SS HF - _ - "• "r ' - = �- - --• ; _ - TOP CHORD 45 X TTM CH ORD 4 2x4 x WEB LEGEND ALL WEB MEMBERS: 2 x 4 STANDARD OR STUD GRADE HEM -FIR. UNLESS NOTED BELOW: S MINIMUM 2x41200F WEB S SS MINIMUM 2x6 -FIR WEB SS SS$ MINIMUM 2 x 4 1450F MSR WEB SSS ac MINIMUM 2 x 8 M2 HEM -FIR WEB it (2x12) #2 HE11 -FIR END VERTICAL G (SHOWN SHADED) Scale: 1/2' C-5x17.9 TRUSS 80X 532 $Q72 48i _gg 9 C- 7x14.5 11 1/4" } C -4x6 12 5.00 5 -00-00 4" } C -4x4.3 (2 EQUAL PANELS AT TOP CHORD) 12 SPAN TO 18 -11 -04 C- 2.5x4.3 4 13' - MAXIMUM TO RIDGE. 8' - 13/16" TO CENTERLINE OF PANEL JOINT. 18 -00-00 C- 1.5x2.6 13 -00-00 C -2.5x6 General Notes, unless otherwise rioted: 1- Design to supocrt loads as shown. All lateral force resisting elements such as temporary and permanent oracing to ze designed and provided by others 2. Design assumes the too and bottom chords to be laterally braced at 3' - 0" a.c. and at 12' - 0" o.c. respectively. 3. For recommended bracing details. see "Bracing Wood Trusses. BWT • 76" by Me Truss Plate Institute + 4. (1 x 4) continuous lateral wet or chord bracing reOuaed to roof diaphragm where shown + - ++ 5. (2 x 4) impact bndging or lateral bracing recommended where shown ++ . 6. Inst of truss is the rescorslili y et the respective contractor. 7. Design assumes trusses are to be used in a non - corrosive environment and are for - cry condition" of use. 8. Design assumes full bearing at all supoors shown. Shim or wedge if necessary. 9. Design assumes adequate drainage is provided. 10. Plates snail be located on both faces of truss and placed so their center lines coincioe with joint center bites. 11. "0" indicates flush positioning of plate. 12. Digits indicate size of plate in inches. 13. For basic design values Cl the Ccmputrus Plate. inocated by the prefix "C". see I.C.B.O. R.R. #4211. 14. The Computrus Net Section Plate is indicated by the prefix "CN". the designator (15) indicates 16 ga. material is used. All others are 20 ga. 15. Nails shall De "Common" type unless noted otherwise. LEFT = TRUSS SPAN 19'- . 00" LOAD DURATION INCREASE = 1.15 SPACED 24. 0" D.C. LOADING LL + DL ON TOP CHORD = 32.0 PSF DL ON BOTTOM CHORD = 10.0 PSF* TOTAL LOAD = 42.0 PSF* *5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. 702 RIGHT = 704 BEARING AREA REQUIRED JOINT 5 1.12 DF / JOINT 4 1.13 DF / (SO. IN) 1.73 HF 1.74 HF FILE NO.:ST 191261 - 5 - 42 NOTES: 6T. REPAIR REF.: TPI -15 DATE: 11/21/1991 DES. BY: jr SEQ.: W SIZE 2400F 2100F 1950F 1650F 1500F 1450F 1200E SS OF I *1 DF #2 DF SS HF • _ -- - - :- _ - = =_ !� = =a TOP CHORD - 2x6 X TOM CHORD 2x4 X WEB LEGEND ALL WEB MEMBERS: 2 x 4 STANDARD OR STUD GRADE HEM -FIR. UNLESS NOTED BELOW: S MINIMUM 2x a120OF MSR WEB S SS MINIMUM 2xS !2 HEM•FIR WEB SS SSS MINIMUM2 x 41450FMSRWEB= ea MINIA,1UM2x8 /2 MEM•FIRWEB, et MOSS gJPPLY. 1 17=-.1 a °. 0% 532 A g80 cs cn witiv CD 481-g9g0. c� _ z �� Q L z 25} U °' fz Scale: 1/2' C- 5x17.9 11 1/4" C- 7x14.5 l 12 5.000 . C - 4x6 4" C -4x4.3 C- 2.5x4.3 SPAN .TO 18 -11 -04 12 Cr5.00 13' -0" NAX 'IL'Y TO RIDGE. (2 EQUAL PANELS AT TOP CHORD) C- 1.5x2.6 of ? Q 8' - 13/16" TO CENTERLINE OF PANEL JOINT. C -2.5x6 General Notes. unless otherwise noted 1. Design to support loacs as snows All lateral force resisting elements such as temporary and permanent bracing to be designed and provided by o:rers. 2. Design assumes Inc tcp and bottom chords to be laterally braced at - 0" o.c. and at 1 Z' - 0" o.c. respectively. 3. For recommended bracing details. see "Bracing Wood Trusses. BW 7 • 76" by the Truss Plate Institute. + (1 x 4) continuous lateral wet or chord bracing required to roof diaphragm wnere Shown +. ++ 5. (2 x 4) ir..pact bridging or lateral bracing recommended where shown + +. 6. Installation of truss is the r_snorsibiliy of the respective contractor. 7. Design assumes trusses are :0 be used in a non environment and are for "Cry condition" of use. 8. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 9. Design assumes ader.ate drainage is provided. 10. Plates shall be located on bc:n faces of truss and placed so their center lines coincice wi:n tint center lines. 11. 'O" indicates fiusn positioning ct aate. 12. Digits inoicate size of plate incnes. 13. For basic design values at me Computrus Ffale, indicated by the prefix "C ", see I.C.B.O R.R. 44211. 14. The Computrus Net Section Plate is indicated by the pretix "CN". the designator (18) indicates 18 ga. material is used. All others are 20 ga. 15. Nails shall Dc "Common" type unless noted otherwise. TRUSS SPAN 19'- .00" LOAD DURATION INCREASE = 1. SPACED 24.0" D.C. LOADING LL + DL ON TOP CHORD = 32.0 PSF DL ON BOTTOM CHORD = 10.0 PSF-11. TOTAL LOAD = 42.0 PSF+ *5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. LEFT = 702 RIGHT = 704 BEARING AREA REQUIRED (SO. IN) JOINT 5 1.12 DF / 1.73 HF JOINT 4 1.13 DF / 1.74 HF (2x12) #2 REM -FIR END VERTICAL WEB (SHOWN SHADED) Scale: 1/2' L {JS t- r+ �� ° ,G. B0`,(5 98072 1N�p�� 481 9 g9Q C- 5x17.9 C- 7x14.5 11 1/4" ]. C -4x6 12 5.0017 5 -00 -00 4" C -4x4.3 12 SPAN TO 18 -11 -04 13' -0" MAXIMUM TO RIDGE. (2 EQUAL PANELS AT TOP CHORD) C- 2.5x4.3 8' -9 13/16" TO CENTERLINE OF PANEL JOINT. 18 -00-00 C- 1.5x2.6 13 -00-00 / ;.SA4 F 1" Q ti' D - _ ? 'F' .bTA C -2.5x6 General Notes. unless other.v+se ranted_ 1. Design to succor loads as st'Own All lateral force resisting elements such as temporary and permanent bracing to be designed and provided by others_ 2. Design assumes the top al chores to be laterally braced at 3 - 0" o.c. and at 1? - 0" o.c. respectively. 3. For reccrrmended bracing details, see "Bracing Wocd Trusses, BWT - 76" by the Truss Plate Institute. + 4. (1 x 4) continuous lateral we: Cr chord bracing required to roof diaphragm where shorn +- ++ 5. (2 x 4) impact bridging or lateral bracing recommended where shown ++. _ 6. Installation of truss is the rsiiiiy of the respective contractor. 8. Design assumes full bearing at all supports shown. Shim or 7. Design assumes trusses are to be used in a non-corrosive environment and are for "dry condition" of use. wedge it necessary. 9. Design assumes adequate drainage is provided. 10. Plates snail be located on boat faces of truss and placer so their center lines coincide with joint center lines. 11. "0" inoicates flush positioning of date. 12. Digits indicate size of plate in inches. 13. For basic design values of the Computrus Plate, indicated by the prefix "C ", see I.C.B -O. RR #4211. 14. The Computrt,s Net Section Plate is indicated by the prefix "CN' . the designator (18) indicates 18 ga. material is used. All others are 20 ga. 15. Nails shall be "Common type unless noted otherwise. TRUSS SPAN 19. - .00" LORD DURATION INCREASE = 1.15 SPACED 24.0" 0. C. LOADING LL + DL ON TOP CHORD = 32.0 PSF DL ON BOTTOM CHORD = 10.0 PSF+ TOTAL LOAD = 42.0 PSF. *5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. LEFT = 702 RIGHT = 704 BEARING AREA REQUIRED (50. IN) JOINT 5 1.12 DF / 1.73 HF JOINT 4 1.13 DF / 1.74 HF FILE NO.:5T- 19(25) - 5-429 NOTES: 5T. REPAIR REF.: TPI -15 DATE: 11/21/1991 DES. BY: ✓L SEC.: W SIZE 2400F 2100F 1950F 1650F 1500F 1450F 1200F SS OF #1 OF #2 OF SS HF _ _ _ ' " ' � �- - " - - °_- - -- - - � -y `N ,. TOP CHORD 2x5 X BOTTOM CHORD 2x4 X WEB LEGEND ALL WEB MEMBERS: 2 x 4 STANDARD OR STUD GRADE HEM -FIR. UNLESS NOTED BELOW: S MINIMUM 2 WEB S SS MINIMUM 2 x 6 92 HEM-FIR WEB 5S SSS MINIMUM 2 x 4 1450F MSR WEB SSS eie MINIMUM 2 x 892 HEM -FIR WEB iZ'(B (2x12) #2 REM -FIR END VERTICAL WEB (SHOWN SHADED) Scale: 1/2' L {JS t- r+ �� ° ,G. B0`,(5 98072 1N�p�� 481 9 g9Q C- 5x17.9 C- 7x14.5 11 1/4" ]. C -4x6 12 5.0017 5 -00 -00 4" C -4x4.3 12 SPAN TO 18 -11 -04 13' -0" MAXIMUM TO RIDGE. (2 EQUAL PANELS AT TOP CHORD) C- 2.5x4.3 8' -9 13/16" TO CENTERLINE OF PANEL JOINT. 18 -00-00 C- 1.5x2.6 13 -00-00 / ;.SA4 F 1" Q ti' D - _ ? 'F' .bTA C -2.5x6 General Notes. unless other.v+se ranted_ 1. Design to succor loads as st'Own All lateral force resisting elements such as temporary and permanent bracing to be designed and provided by others_ 2. Design assumes the top al chores to be laterally braced at 3 - 0" o.c. and at 1? - 0" o.c. respectively. 3. For reccrrmended bracing details, see "Bracing Wocd Trusses, BWT - 76" by the Truss Plate Institute. + 4. (1 x 4) continuous lateral we: Cr chord bracing required to roof diaphragm where shorn +- ++ 5. (2 x 4) impact bridging or lateral bracing recommended where shown ++. _ 6. Installation of truss is the rsiiiiy of the respective contractor. 8. Design assumes full bearing at all supports shown. Shim or 7. Design assumes trusses are to be used in a non-corrosive environment and are for "dry condition" of use. wedge it necessary. 9. Design assumes adequate drainage is provided. 10. Plates snail be located on boat faces of truss and placer so their center lines coincide with joint center lines. 11. "0" inoicates flush positioning of date. 12. Digits indicate size of plate in inches. 13. For basic design values of the Computrus Plate, indicated by the prefix "C ", see I.C.B -O. RR #4211. 14. The Computrt,s Net Section Plate is indicated by the prefix "CN' . the designator (18) indicates 18 ga. material is used. All others are 20 ga. 15. Nails shall be "Common type unless noted otherwise. TRUSS SPAN 19. - .00" LORD DURATION INCREASE = 1.15 SPACED 24.0" 0. C. LOADING LL + DL ON TOP CHORD = 32.0 PSF DL ON BOTTOM CHORD = 10.0 PSF+ TOTAL LOAD = 42.0 PSF. *5 PSF REDUCTION TAKEN ON BOTTOM CHORD, AXIAL STRESS ONLY. LEFT = 702 RIGHT = 704 BEARING AREA REQUIRED (50. IN) JOINT 5 1.12 DF / 1.73 HF JOINT 4 1.13 DF / 1.74 HF CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 November 25, 1991 Kate Ribison & Ron Slaminko 14708 56th Avenue South Tukwila, Wa. 98168 RE: BOUNDARY LINE ADJUSTMENT Dear Kate & Ron: PHONE N (206) 433.1800 The purpose of this letter is to explain the sequence of events in order to complete the boundary line adjustment between all three residents. Enclosed is the boundary line surveyed by Sadler Barnard & Assoc. Inc. Should any of you have questions about the property lines adjustment, please contact our office no later than Monday, December 9, 1991. Cary I VanDusen, Mayor If all residents are satisfied with the adjustment of all properties, each of you shall schedule a time with our office within ten days from December 9, 1991 to sign the Affidavit of Ownership. This process is a requirement by the state for all boundary line adjustments. Should any of you have questions regarding this matter, please contact our office at 431 -3670. Thank You arren Wilson Assistant Planner cc: J ' '. Pace; Senior:,': Planner 14720. 56th Avenue S., Resident 5615 S. 147th Street, Resident 14708 56th Avenue S., Resident M010/231611 House does not have proper setbacks. Letter was sent requesting a survey before any. more inspections can be made. Survey has not been received to date. Have been told by . owner that survey was made and one end of house, as built, does not have proper setback. What are the alternatives? I) Purchase property from adjoining property owner so they have enough setback..? 2) 0 to n variaqpe city. 7/4 flew /4 i n /an7P * ces c" "/z� y Vo i i c e alrno f do -. 3) Remove house or revise structure so that proper setbacks are obtained. At this point, would it make any difference if the person who submitted the pomO (Mr Hill) officially withdrew complaint? his com p loo �e . 14 ,�� Qf h111.5 �� ��� � �- �y�tkes mo a�� {�eye•�rc � at j 1-44 v - ure/e /teVe4 /eq CY cl e,i c , e n the meantime Wh aqt� at do I doe Issue "Stop. Work Order"? Do nothing and don't make any more ' inspections? Ie - QX;s{ f . €egle Id IL he e amp, `).6* A % .s a 50r-I- 0 � N,5". S=urvey ( 1 �C�, e � am c.� et y'eA . . -may � cl riy vne cuicl 801//o ar 4 c. f ,� i' '�y? �/L' AO u �e ��a � � �i � , �?' f/ 110u. e cv,< . lI Fax Leader No, of Pages Today's Date �, Cron. No 11 0 w� w, G r m'''''" /''rid , �h, ompany % / Company location do. No a% No, r. ,,/ phone No Fox No, Telephone No Or pal .oaltlon. 0 DeatroY 0 Return CI Call for pickup 1 . c 4, G i O8 1 1 is AM 1'he Boeing Company October 23, 1991 Duane Griffin City of Tukwila Planning Department 6200 Southoenter Boulevard Tukwila, WA 98188 Dear Mr. Griffin, 11116■1.6, Ci 1 Enclosed is a copy of the drawing done by our surveyor. This shows the house located at 14708 56th Ave. South, and the dimensions of the lot. Please let me now if it does not meet your requirements. As we have discussed, I am quite concerned about this problem, both for myself and for our neighbors to the South, the Chanel. Mr. & Mrs. Chanes house is nearing completion - they were hoping to move in during the first week of November - and whatever the solution to this problem, it will effect them, too, since the houses are parallel and just 12 feet apart. We do realize that this complicates things by adding a time factor to the problem. As always, we appreciate your attention as well as your courtesy and patience. Sincerely, Kate Robison Kate Robison & Ron Slaminko 26513 233rd B.E. Maple Valley, WA 98038 432 -3253 hm 931 -9850 wk survey survey Sincerely, October 23, 1991 Duane Griffin City of Tukwila Planning Department 6200 Southcenter Boulevard Tukwila, WA 98188 Dear Mr. Griffin, Enclosed is a copy of the drawing done by our surveyor. This shows the house located at 14708 56th Ave. South, and the dimensions of the lot. Please let me know if it does not meet your requirements. As we have discussed, I am quite concerned about this problem, both for myself and for our neighbors to the South, the Chanes. Mr. & Mrs. Chanes house is nearing completion - they were hoping to move in during the first week of November - and whatever the solution to this problem, it will effect them, too, since the houses are parallel and just 12 feet apart. We do realize that this complicates things by adding a time factor to the problem. As always, we appreciate your attention as well as your courtesy and patience. Kate Robison Kate Robison & Ron Slaminko 26513 233rd S.E. Maple Valley, . WA 98038 432 -3253 hm 931 -9850 wk C a "1 25 kate robison survey FROM KENWORTH ALES FR0h1 KEHWORTN SALES October 14, 1991 Dear Ms. Shefrin: Re: 5615 South 147th Street Walter L. Hill Denni Shefrin City of Tukwila Planning Department 6200 Southcenter Blvd Tukwila, WA 98188 ATTN (WED) 10.23. 110.2060453960 PAGE 2 I have discussed the boundary issue with Joe Chanes and with Kate Robison, I am confident that we will be able to work out an amicable solution. I do hereby withdraw my complaint regarding this boundary issue. (WED) 10,23,'91 12 H0.2060453960 PAGE 1 DL/ to '0)Laa.t2,sc:/-04tis ,detzeede MEMO FOR RECORD Date: 10 Oct 91 From: Duane Griffin, Bldg 'Offl To: File Subject: Property Line Dispute at 14708 56th Ave S. On 9 Oct 91 this office received a letter , dtd 8 Oct 91, from April Chanes, who lives next door. Mrs Chanes explained in this letter how they had measured for setbacks on both their property and the property next door. I reviewed her letter with the intention of responding to it but on this date both she and her husband Joe came in to this office and requested copies of the letters we had received from Walter Hill on this subject, as well as the city's response letter to Mr Hill, and my letter to the owners of the property at 14708 56th Ave S. We briefly discussed the property line dispute issue and I gave them copies of the letters they requested. I told April Chanes that as a result of our conversation, I wouldn't be responding to her letter in writing. She agreed and said she had only submitted the letter as an explanation, and a written response from me was not necessary or desired. On this date I also called Kathleen Robison, work phone 931- 9850, to check about what her intentions were regarding the needed survey information. Again, as was the case during a previous phone call I had with her, she was very responsive and seemingly understanding of the city's position in the matter. She said she had gotten some estimates from surveyors and had intentions of having the survey performed. She further stated that if she didn't call me back by the end of the workday on 11 October to tell me different, I could be assured they were going to get the survey as soon as possible. During our conversation she asked what actions would be required if the survey indicates that their property lines and setbacks are wrong. I said that to the best of my knowledge there would be three options: a) Apply for a waiver through appropriate procedures; b) Make arrangements with the neighbor to negotiate a settlement; c) Move or change configuration of house to make it meet setback requirements. I suggested that since this is basically a zoning code issue she should contact someone in the Planning Division if the survey shows that there is a problem. 10/14/91 - Ms Robison called me this morning and told me they had surveyed the property last Friday and the issue is resolved. She said she had been in contact with Mr Hill, the person who had initiated the complaint, and it was her understanding that he would be contacting me today to withdraw his complaint. Joe Chanes, the property owner on the other side of Ms Robison's property, came into the office shortly after I had talked to Ms Robison to tell me that they had resolved the issue over the weekend and that Mr Hill would be contacting me. Ms Robison told me that the survey had proven that her property extended 14 additional feet to the rear of her property, and consequently the corners of her property extended into areas where other people had encroached, and built buildings, onto the property she now owns. She also said the survey showed that the front corner of their new house is OK but the other end encroaches onto Mr Hill's property and she thinks she will have to purchase some land from him, after things settle down in the neighborhood. 10/23/91 - I contacted Ms Robison at her work phone and told her I had not heard anything from Mr Hill as of this date, and inquired if anything had been settled from her end regarding a settlement to get this issue resolved. She was surprised that Mr Hill had not come in to withdraw his complaint. I told her I thought in any event we would need a copy of the survey that I had requested in my original letter to her. I also said that since the survey apparently reveals that her house encroaches into the required setback, some action would be required before we would be able to do any more inspections or final off the house for occupancy. She said that if that is the case we wouldn't be able to allow occupancy in the Chanes house, which is under construction next door, and doesn't have the proper setback either. Ms Robison said that she would provide this office with a copy of the survey within the next couple days. Shortly after I hung up from talking with Ms Robison I received a call from April Chanes asking if they were going to have a problem getting a final inspection and occupancy authorization on their house. I told her I had a meeting scheduled with Rick Beeler and Jack Pace this afternoon to discuss the situation and I would call her after the meeting to give her any information I have at that time. Forayno. W K•SSS.1 (Previous For1 SIN°. SO SP) Drawn by Checked Date ANC T Plat VoL SKETCH OF PROPERTY SE TJ OUT IN ATTACHED ORDER • DIAGk.4114X PG.� '/l! 97 Order No. To assist in locating the premises. It i not based on a survey, and the company assumes no liability for variations if any, in dimensions and location. /7 V366Kt/ /E. gARciedir TRAc - i • r RECEIVED CITY Op TUKWIL A OCT 9 :1991 PERMIT CENTER 'Form No. WAK•555.t (Pre,ious Forth No. 80 SP) Drawn by Checked • TRjIc 17 Date I 4 1 4 4 Plat Vol ! PG. order No � '7' SKETCH OF PROPERTY SE OUT N ATTACHED ORDER To assist in locating the premises. It i not based on a survey, and the company . assumes no liability for variations if any, in dimensions and location. ZRo©KVALE G cleiI' "I ST-17f . -35" ;"J. Gw1s f 7 0 -to 1(c\ th {oe7: 1a6i0'on. I o til7 544 riot S Qhc iiet P!�� a p 6 ut '52.e cha-h /6oli'ae$ h'4 RECEIVED CITY OF TUKWILA OCT 91991 PERMIT CENTER diagram ii duff's hazelwood summit view addition THIS SPACE RESERVED TOR RECdDER'S USE. gg TICOR TITLE INSURANCE Filed for Record at Request of AFTER RECORDING MAIL TOs. JOSEPH and APR! '� ' �ftANES 13257 - 40th.Arenue Sout conveyS THE GRANTOR for and in consideration of and quit claims to j'OSEPH 'g, and APRIL M. CHANES, husband and wife, the following described real estate, situated in the County of State of Washington including any interest therein which grantor may hereafter acquire: Dated this The North 60 feet of the South 120 feet of the East 160 feet of the West 460 feet, as measured along the South line of Tract 17, Brookvale Garden Tracts, as per plat recorded in Volume 10 of Plats, Page 47, records of King County; EXCEPT the South 120 feet thereof. Situated in the City of Tukwila, County of King, State of Washington, more commonly known as '• STATE OF WASHINGTON, Ra. County of KING JOE S. CHANES and SHAR,QN CHANES, husband and WAge, On this day personally appeared before me to me known to be the individualS described acknowledged that they signed the same as uses and purposes therein mentioned. Quit Claim Deed GIVEN under my hand and official seal this 5th day of eas emmTntf,,ors=ixi'pr s' Oil fees KING RECEIVED Cmrf)FT(JKWILA OCT 9 1991 PERMIT CENTER FORM L 56 R TEN DOLLARS 010) and OTHER VALUABLE CONSIDERATION day of ,7anuary, .1990. - , (SEAL) JOE S. CHANES SHARON CHANES Joe S. and Sharon Chaney . InoNud $TAMP$ (SEAL) in and who executed the within and foregoing instrument, and their free and voluntary act and deed, for the 1990. Notaay ubt,ic n nd /6o ` State o6 Washingtton; nee.id at Federal � t ay. Ply commission expires; 3 -9 -92 October 8, 1991 Dear Mr. Griffith: Mr. Duane Griffith Public Works Department City of Tukwila 6200 Southcenter Blvd. Tukwila, Wa 98188 S RECEIVED CITY OFTUKWILA OCT 9 1991 PERMIT CENTER It has come to my attention that there is currently a dispute concerning the boundary line between properties 5615 So. 147th and 147XX 56th Ave. So. (shown on the following diagrams as properties A & B respectively). My husband (Joe Chanes) and myself are the owners of the property 14720 56th Ave. So. (shown as property C on diagrams). There is currently no requirement to have a licensed survey of your property in order to obtain a building vermit, and /or construct a residence. Additionally, when looking into this avenue, I found it to be costly and very difficult to even find a surveyor who would agree to survey this area. In lieu of this, vrior to the commencement of construction of our residence, I inquired at your Public Works Dept. about possibly . obtaining copies of a plot plan of the area so that we may ourselves accurately determine where the boundary lines were. I was advised by Public Works that I would have to obtain this information from King County Dept. of Building and Land Development. My husband and I then went to both King County Dept. of B &LD and also the Kroll map company to obtain this information. Attached you will find diagram I. This document was given to us by my father -in -law showing property dimensions of the lots B & C when they were last sold in 1975. Diagram II is the copy of the plat we obtained from King Co. Dept. of B &LD. King Co. advised us these are up -to -date records and also that they do not record road easements. In lieu of the fact easements are not recorded on this diagram, the dimensions of Property Aare 147.5' X 70'; Property B 60' X 140'; Property C 60' X 140'. For your reference, I've also enclosed a copy of our legal description which specifies the dimensions of the road easement for Properties B & C. To determine the property boundaries, we started at the monument on 56th Ave. So, added 25' and measured off 147.5 to determine the boundary between Properties A & B. We then continued another 60' to establish the boundary between B & C. We did this twice to make . sure we were accurate. We then went to the monument on 149th So., added 25' and measured off 140' for Property E to determine the boundary between E & D, continued another 60' to establish the boundary. between D & C and finally continued another.60' to determine the boundary between C & B. This was also done twice to insure accuracy. Completing, this excerise made two things evident. First, the house situated on property D is not square to its boundry with Property C: Additionally, the small fence separating Properties A & B'is not actually on the boundry line, nor is it straight. In lieu of our extensive effort to determine accurate boundaries, we feel extremely confident these are, in fact, correct. Should you require any additional information from us pertaining to this issue, please feel free to contact either one of us. Sincerely, Days 447 -0500 Eves 431- 8439 April M. Chanes 14720 56th Avenue South Tukwila, WA 98188 TO:. BUILDING PERMIT FILE #6725 R.S.B. October 7, 1991 :SUBJECT: PHONE CONVERSATION WITH KATE ROBISON KATE ROBISON CALLED TO DISCUSS THE LETTER SHE RECEIVED FROM DUANE GRIFFIN. REGARDING: THE PROPERTY LINE ISSUE OF THEIR NEW RESIDENCE. DISCUSSED THE SPECIFICS. OF THE SITUATION AND SHE INDICATED THAT THE .. ROOF OVERHANGS HAD BEEN REMOVED AND THEREFORE THE MEASUREMENT TO THE FOUNDATION LINE WAS APPROPRIATE. MS.. ROBISON .WANTED .TO KNOW WHO HAD SENT THE LETTER INFORMING US THAT THIS NEW HOUSE DID NOT MEET THE REQUIRED SETBACK REQUIREMENTS. SHE KNEW WHO IT WAS. MS. ROBISON ASKED IF I KNEW A SURVEYOR WHO COULD WORK QUICKLY, I REFERED HER TO THE "YELLOW PAGES" AND THE SURVEYORS ASSOCIATION FOR A REFERAL SENDER: r. • Complete items 1 andfgr,2 for additional services. + O z I also wish to receive "the: '.. Complete Items 3, and.Aa & b tra ra (.. o following services (for. an extra , ■ Print your name and (Wdiess on the reverse of thisfpun so that we can fee): 4. return this card to you. " °' _, • Attach this form to the front of the n9Rliplece, or' a back If apace: 1. ❑ Addressee's Address does not. permit.. ,. v... . • Write" Return Receipt Requested" on the mailplece belt* the article'humber. 2. ❑ Restricted Delivery • The Return Receipt Fee vfjp provide yoki of the pereon'd'elivere $r+' to and the date of delivery. I Consult postmaster for fee. 3. Article Addressed to: Mr. Ronald Slaminko or :,. Ms, Kathleen Robison 26513 233rd Avenue S.E. Maple „Valley,, WA 98038 4a. Art cle Number P.783 846'250. 4b, Service Type ❑ Registered ❑ Insured XIXI Certified” ❑ COD ❑ Expless- alt Rest 7. Dat Girt . ., or t r.at% /VILA PS Form 3811, November 1990 *U.S. :lost- 2117-0 Db�V1ES�1��R1E'FHf�CA'R 88. : F�T Official Business UNITED STATES POSTAL SERVICE CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 October 4, 1991 Mr. Ronald Slaminko & Ms. Kathleen Robison 26513 - 233rd Ave S.E. Maple Valley, WA 98038 Re: Tukwila Building Permit No. 6725 for Construction of Single Family Residence at 14708 - 56th Ave S Tukwila Dear Mr. Slaminko & Ms. Robison: This letter is to notify you that the city is in receipt of a letter indicating the house, presently under construction on your above referenced property, does not meet the setback requirements of the City of Tukwila. After review of the plans and inspection reports on file it has been determined that you must provide a registered survey before any further work on this project can be approved by the city. The survey should specifically indicate the distance between your property lines and the location of the building foundation being constructed under Building Permit No. 6725.. It should be noted that the Tukwila Zoning Code requires setbacks be measured between building eaves and property lines. If possible, it would simplify and expedite clarification of the setback issue if the survey also included setback distances between those two points. Please be aware that if the survey reveals insufficient setback from the property lines you will be required to take appropriate remedial action to bring the structure into compliance with city codes. For this reason it is suggested you cease any further work on the structure until the setback issue is resolved. I am hopeful that this issue can be resolved quickly. If you should have any further questions please feel free to call me at 431 - 3675. Sincerely, e Building Offic PHONE N (206) 433.1800 cc: Terhune Homes Inc. P.O. Box .10.7 8 Auburn, WA 98071 Cary L. VanDusen. Mayor October 1, 1991 Denni Shefrin City of Tukwila. Planning Department 6200 Southcenter. Blvd Tukwila, WA 98188 Dear Mr. Shefrin 5615 South 147th Street In response to your letter dated September 25, 1991, I realize that your records show that setbacks for the new residence comply with the Tukwila Zoning Code. However, if you inspect the physical site, you will find that the new residence is located four feet from my fence. It appears to me that Terhune Homes is building a house that does not comply with Tukwila Zoning Code. I am hereby requesting that the City of Tukwila issue a stop work order until such time that Terhune Homes is able to prove that they .. are not in violation of the Tukwila Zoning Code (i.e., I am requesting that the City of Tukwila require Terhune Homes to submit a registered survey). CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 September 25, 1991 Front: Sides: Rear: Walter L. Hill. 16615 133rd Place Southeast Renton, WA 98058 Dear Mr. Hill: Re: 5615 South 147th Street In response to your letter dated September 11, 1991, our records show that setbacks for the proposed new residence located at the above address comply with the Tukwila Zoning Code for the R- -1 -7.2 zone designation. The setbacks are as follows (see site plan enclosed): 45 feet 6 feet 71 feet Denni Shefrin, Associate Planner CC: Building Permit File No 6725 PHONE 11 (206) 433.1800 Gory L. VanDusen, Mayor The City relies on the accuracy of information provided by the applicant and does not require a registered survey for single family residential development. Development plans for this project are available in the Department of Community Development located at 6300 Southcenter. Boulevard. Feel free to contact me at 431 -3663 if you have further questions. Sincerely, . f r • 9/11/91 Planning Director City of Tukwila 6200 Southcenter Blvd. Tukwila WA 98188 Dear Sir: 5�_P 12 1991 Ci I ui'.,vVit A PLANNING �: EPT. I own the property located at 5615 South 147th Street. A house is under construction on the neighboring lot to the south of my property. I am concerned about the proximity of their foundation to the property line. My question is: Does this building comply with city code (e.g., regarding "set back" from the property line)? If this building does not comply with city. code, I would like to know what the city intends to do to remedy this situation. A written reply is requested. Thank you Octba. 4. Walter L. Hill 16615 133rd Place Southeast Renton WA 98058 Attnb:,Dave City .of Tukwils This letter'Js to inform you „h that weave -'t �. 2 ot fo eve 'Off:of he North "aiid.South °side'of theRonf'.Slarninko and Kate Robison house'. Please contact me at 8 .8500 ; i,f y 1h ou ave any questions or m coments.: hank ryu eo.0 1 P '' ,O. s " ' AUBURN, WA 98071 „ ' . ( 246)854850 0 iJcr' t� HUH 167R CITY OF TUKVVILA N. Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 433-1845 Permit No.._, L5 Date _ -- / Job Address / y • 1 CORRECTION NOTICE The following items are found to be in violation of Ordinance O. and shall be corrected. • A / A-7 42 A7 cs ` 5 ' dam-- �'g/ �✓ - L.� -� r4, h /o 7 a Signed 678 l3tfild1 g Ofiic al /Inspector 4P/---.."-E-362-9-- PAGE ' , DESCRIPTION: THE NORTH 60 FEET OF THE SOUTH 180 FEET OF THE EAST 160 FEET OF THE WEST 460 FEET, AS MEASURED ALONG THE SOUTH LINE OF TRACT 17 OF.BROOKVALE GARDEN TRACTS, HAS-PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 47, RECORDS OF KING COUNTY; TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS. AND UTILITIES OVER THE EAST 20 FEET OF THE WEST 320. FEET, AS MEASURED ALONG'THE SOUTH LINE OF. SAID- TRACT. 17; EXCEPT THE'SOUTH 180 FEET THEREOF; SITUATE IN THE CITY OF TUKWILA,:000NTY OF KING, STATE OF WASHINGTON. c;/;A%) CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKIVILA, WASHINGTON 98188 July 9, 1991 Cathy O'Brien P.O. Box 1078 Auburn, WA 98071 PHONE 11 (206) 433.1800 Gm) I„ VrnDrrsrn, , Iaynr RE: Ronald Slaminko Residence 14708 56th Avenue South Utility Permit Approval (Plan Check # 91 -125) Dear Ms. O'Brien: 6.07a Our Public Works Department has reviewed and approved the site plan for the above development. Please contact Denise Millard, City Permit Coordinator at 431 -3672, to have the following permits (except Water Meter, Permanent) prepared for pickup: 1. Sanitary Side Sewer (Permit Fee = $30.00) Please note that an inspection tee and two cleanouts are required on the sanitary side sewer line. Special connection charges have been waived due to prior participation in LID 5. 2. Storm Drain (Permit Fee = $25.00) 3. Water Meter, Permanent, 3/4" (Permit Fee = $260.00) Enclosed is a blank Water Meter Permit (Permanent) form. Please fill out the complete Bill of Sale side and return to Arline McCready, 6300 Southcenter Blvd., Tukwila, WA 98188, so this permit can be completed for issuance. According to our Senior Water and Sewer Engineer, Pat Brodin, there will be no special assessment charge since the water main was paid for by others and you have their permission to tap into it. You are required to complete the enclosed Residential Sewer Use Certification Form forward the original to METRO and return a copy for our files. If you have any questions, please call me at 433- 0179. Sincerely John A. Pierog,, • . E . Associate .Engin =er Public Works Department Enclosures (2) a /s . xc: Phil. Fraser, Senior Engineer Greg Villanueva, Inspector. - w /site plan Ronald Slaminko, 26513.233rd St. S.E., Maple Valley, WA 98038 METRO Development File: Slaminko Single Family Read File . JP /amcB7:slaminko f �( CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -215: Slaminko, Ronald 14708 56 Av S PHONE 11 (206) 4331800 Gary L. VanDuscn, Mayor • THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED (p PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 15 . 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4732). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted ,. at. the. job site prior . to ..... the .. start of any construction. 6. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 7. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), and Washington State Energy Code (1991 Edition). 8. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9. All wood to remain in placed concrete shall be treated wood. Slaminko, Ronald Page, 2 Validity of Permit. The issuance of :a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid "X" R REQUIRED iNSPECTiONS . P PHQNE D DATE I INSPECT. D DATE(S) X ' 'i Footings 4 431 -3670 X 2 2 Foundation 4 431 -3670 3 Slab and/or Slab Insulation 4 431 -3670 4 Shear Wall Nailing 4 431 -3670 X 5 5 Roof Sheathing Nailing 4 431 -3670 6 Masonry Chimney 4 431 -3670 X 7 7 Framing 4 431 -3670 X 8 8 Insulation 4 431 -3670 9 Suspended Ceiling 4 431 -3670 X 1 10 Wall Board Fastening 4 431 -3670 11 12 13 14 FIRE FINAL Insp: 5 575 -4407 X 1 15 PLANNING FINAL 4 431 -3670 X 1 16 PUBLIC WORKS FINAL 4 431 -3670 X 1 17 BUILDING FINAL 4 431 -3670 BUILDIK3 PERMIT INSPECTION RECORD Building .� a� e ermit In conspicuous place) CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 SITE ADDRESS: 14708 56 Av S SUITE NO.: BUILDING LF7 a� PERMIT NO. DATE ISSUED: PROJECT: Slaminko, Ronald CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE' INSPECTION PROCEDURES AND REQUIREMENTS INSPECTOR COMMENT SECTION ON REVERSE) All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if undersiab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBG Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. Damao PLN REVIEW COMME Plan Check No.: 1' ( " '216 Project: �../ .:t �. .� �ir► C t No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. C r Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. REQUIRED INSPECTIONS All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final Inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, It is the contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for Inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening 11. 12. 13. 14. Fire Final 15. Planning Final 16. Public Works Final 17. Building Final PLN REVIEW COMME Plan Check No.: 1' ( " '216 Project: �../ .:t �. .� �ir► C t No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. C r Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. REQUIRED INSPECTIONS All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final Inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, It is the contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for Inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. DATE ARCHITECT OR ENGINEER • TYPE OF REVISION: RECEIVED CITY OF TUKWILA JUN 1 3 1991 PERMIT CENTER CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL. * * PROJECT NAME 5 1 i A k_10 ADDRESS f s 5 (;HA ?-e S CONTACT PERSON (d PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER R I -- a l ; PHONE ' 5 - 00 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMII'IED TO:. APPROVED PER PUBLIC WORKS LETTER DATED :The land referred to in this Policy is described as follows: -The north 60 feet of the south 180 feet of the east 160 feet of the west 460 feet, as measured along the south line of Tract 17, Brookvale Garden Tracts, according to the plat thereof recorded in, :volume 10 of Plats, page 47, in King County, Washington; TOGETHER WITH an easement for ingress, egress and utilities over the east 20 feet of the west 320 feet, as measured along the south line of said Tract 17; EXCEPT the south 180 feet thereof. terhune homes kate robison ron slaminko infiltration trench legal descripiton . ASSUMPTIONS: INFILTRATION SYSTEMS FOR SHORT'SUBHIV IONS (MIN /IN) DRYWELL FT (MIN /IN) DRYWELL FT 1. Q proposed is based on the construction of a 3,000 ft single 6 house and garage. The drywell size will 'need ton -.be «computed for anything greater than 3,0001e.' 2. Storm water infiltration systems are tot p cola C:ionrrate s; exceed% M min / in (i.e. 20 min / in is not permitted). 3. Infiltration systems must not»be "used - by septic systems or where soil stability problems may be caused such as adjacent-to steep slope areas, slide " hazard areas, etc. Groundwater table must be at least 1 foot below the drywell bottom. A.. 1a foot wide spacing is required between infiltration trenches. •FROM ROOF T2ENCY/ FILLED W/ WA6N6O GEAV64. LErNO 0142 SCALe 4 "P /P6 4" P6 P/PE META/OD 2 M7 SC-41.4 1 A G25 PzA i t kr JL fII it ''21 14 PETTIT -MORRY 4425897 June 11, ion Mr Rosa Hex.1.+ r Public Works, City of Tukwila 6300.5outhoenter Blvd. Tukw l.a, WA 98188 RBI Building permit 91215 Dear •Mr. • He11.er: This lettaor is ' to ,advisor you that . Ron 5xaminkb and Rate Robb. .parmiesinn to use the utility ithee, including the . aatiwer, th our. property rtt . 1.47XX 56th Avenud .South., TUX.w la, WA The n tallation of said - utility. lines will be donee by Green Coristruot .on for which. costswilI. ,be equally• shar5d (80/50) .of the.two'properties. siri1 arsly, A M. cc: Tarhuna Homes, : Mo. `.' Rt:GEIVEp CITY OFTUKWILA. • JUtI131991 PERMi7 CANT • I' P 0 2 . On have ,serve iver owners DATE: Location of Visit/Conference. SUMMARY: CONVERSATION RECORD TUE FRI SAT ESUN U TIME: 3 • 9d c o s TYPE: ❑ Visit ❑ Conference Telephone— Olncoming OOutgoing Name of Rerson(s) contacted or in contact with you: Terhu e C� O Organization (e, dept., bureau, etc.) o l g r f Telephone ■o.: e2) PT BO)) P.X VAGY1 Viil be A- /)r • • 4D ix 3) f pp44ed app !Gant s prav/cir° KC. Ci1'`a.inQje FOR OFFICE USE ONLY Li mil CO1') i +i dhS ,�`'D! /�d(JK "i0 7 /O a, er 4g' sewer Plains Building component Description including U value or F value Heat Loss Factor (HLF =U x 46 DT) Component Square Ft Linear Ft Cubic Ft Component Heat loss (HLF x SF, LF or CF) Window Skylight Sliding Glass Door Single (U =1.20 ) 55.2/SF SF BTU Double (U= .90 ) 41.4/SF SF BTU (U= .75 ) 34.5/SF SF BTU (U= .60 ) 27.6/SF 359 SF 9908 BTU Other (U= .40 ) 18.4/SF SF BTU Opaque Door Wood (U= .47 ) 21.6/SF 38 SF 821 BTU W /storm (U= .32 ) 14.7/SF SF BTU Insul Metal (U -.20 ) 9.2 SF SF BTU Roof/ Ceiling Insulation None (U= .40 ) 18.4/SF SF BTU R -19 (U= .055) 2.5 /SF SF BTU R -30 (U= .035) 1.6 /SF 1204 SF 1926 BTU R -38 (U- .026) 1.2 /SF SF BTU R -49 (U= .020) .9/SF SF BTU Wall . Insulatin above and below grade (U- .25 ) _. 11.5/SF SF BTU R -11 (U= .08 ) 3.7 /SF SF BTU R -19 (U- .062) 2.9 /SF 2408 SF 6983 BTU R -27 (U- .037) 1.7 /SF SF BTU Floor over unheated space None (U- .25 ) 11.5/SF SF BTU R-11 (U- .08 ) 3.7 /SF SF BTU R -19 (U- .055) 2.5 /SF 1204 SF 3010 BTU R - 30 (U .035) 1.6 /SF SF BTU (CONTINUED NEXT PAGE) TOTAL TH S PAGE 22648 BTU Terhune Homes 854 -8500 RECEIVED CITY OF TIIKWILA HAY- 23.16bI PERMIT CENTER Kate Robinson 2 story Gas heat Slab on grade / Floor perimeter insulation Infiltra- tion None (F= .81 R-5 .61 ) R -8. Post (F= .56 )• R -10 (F= .54 ) Pre 1980 (.018x1.2ach) 1980.(.018x.6ach) 37.3/LF 28.1/LF 25.8/LF 160 LF LF LF 24.8/LF 1.0 /CF .5 /CF LF CF 190.08 CF. BTU. BTU BTU BTU BTU 9504 BTU Heat Loss. Duct: Loss Outside Fresh air. 1.0.8 x 0 cfm,x 46dt. Total Heat Loss Minimum Allowed Equipment Size (THL x 1.) Maximum Allowed Equipment Size (THL x1.5) Equipment: Trane TDD080B942A 64,000 Btu .out f u r nace 32152 BTU 3215 .BTU: 0 ..BTU'.` '35367.: BTU :3'5367 "BTU 53050 BTU put gas A.F.U.E. .80..4 CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: 'RC?'c' \N0Ot4/6LkM1NKO RESIO'Ee ADDRESS: t47Of - L 54 l DATE: OCCUPANCY GROUP TYPE OF CONSTRUCTION V 14 LOCATION ON PROPERTY BUILDING HEIGHT /# OF STORIES " w FLOOR AREA OCCUPANT LOAD '2ND ^ 1z04-0) Tt TM.. - »c., 2 `7(n tip Gam e. SogLO 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 EXITING REQUIREMENTS DETAILED REQUIREMENTS OCCUPANCYp.�� �C,� � TYPE OF CONSTRUCTION ��k, PART V, CHAPTER 23, U.B.C. 'CpN j'►1k A Mi.._, .♦ :-41 &AL a t W.S.E.C. CHAPTER 51.10, W.A.C. QL I MEN, E�RExb I d'ZG9d.t�i B4 k N NOTES cemr go, 45 tithe Liv(L) 62' PREPARED BY: #14 - re Kaolf7IADot--1 Eokl . A I no I r4 ' I 1- I r- 1 .31-rr la 4 1 la.N.. .4 0 IrveavEmell •P = The land referred to in this Policy is described as follows: The north 60 feet of the south 180 feet. of the east 160 feet of the • west 460 feet, as measured along the south line of Tract 17, -- Brookvale Garden Tracts, according to the plat thereof recorded in Volume 10 of Plats, page 47, in King County, Washington; - TOGETHER WITH an easement for ingress, egress and utilities over the east 20 feet of the west 320 feet, as measured along the south line of said Tract 17; EXCEPT the south 180 feet thereof. I 4/Its W-0 . / PAA I too.4 • 8 Ip • !' 0 l i) "z.z.L.E_ I I = ! • C -5x9.4 12 2x6 5.00 xx _ "C118" 5.5x17.9 o e (2x8) •= a * SIMPSON "0210" JOIST HANGER WITH 16d NAILS TO SUPPORT 30' -0" TRUSSES AT 24 "o.c. SEE SIMPSON CATALOG FOR HANGER INSTALLATION. [NOTE: HANGERS SHALL HE PROVIDED BY OTHERS] ** HEEL TO MATCH 2x6 TOP CHORD 5" C - 5x9.4 — Span to 14-00 -00 Symmetrical about centerline Scale: 1/2' FILE NO.: 6-14X30-5-37 NOTES: 2/2.17131-. MG REF.: 0BC DATE: 4 /15/1991 DES. BY: JG SEQ.: VW 17006 1 7' -0" MAXIMUM TO CENTERLINE OF TRUSS. 7-00-00 Of w 4 4 0 sms TWO COMPLETE TRUSSES REQUIRED. JOIN TOGETHER WITH 16d NAILS STAGGERED AT 12' o.c. THROUGHOUT TOP CHORD AND 16d NAILS STAGGERED AT 5.0' o.c. THROUGH- OUT BOTTOM CHORD. WEBS: !6d NAILS STAGGERED AT 12' o.c. THROUGHOUT. NOTE: DOUBLE MEMBER GIRDER TRUSS SUP- PORTING 30'-0" TRUSSES AT 24 "o.c. (SEE DETAIL "XX") ROOF TRUSS SUPPLY, INC. P. O. Sox 532 WOODINVILLE, WA 98072 481 -0900 TC BC General Notes. unless otherwise noted_ 1. Design to support loads as shown. All lateral force resisting elements such as temporary and permanent bracing to be designed and provided by others. 2. Design assumes the top and bottom chords to be laterally braced at 3' - 0" o.c. and at 12' - 0" o.c. respectively. 3. For recommended bracing details. see "Bracing Wood Trusses. BWT - 76" by the Truss Plate Institute. + 4. (1 x 4) continuous lateral web or chord bracing required to root diaphragm where shown +. ++ 5. (2 x 4) impact bridging or lateral bracing recommended where shown ++ 6. Installation of truss is the responsibility of the respective contractor. 7. Design assumes trusses are to be used in a non-corrosive environment and are for "dry condition" of use. 8. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 9. Design assumes adequate drainage is provided. 10. Plates shall be located on both faces of truss and placed so their center lines coincide with joint center tires. 11. "0" indicates flush positioning of plate. 12. Digits indicate size of plate in inches. 13. For basic design values of the Computrus Plate, indicated by the prefix "C". see I.C.B.O. RR. 44211. 14. The Computrus Net Section Plate is indicated by the prefix "CN ", the designator (18) indicates 18 ga. material is used. All others are 20 ga. 15. Nails shall be "Common" type unless noted otherwise. 14- 0- 0 GIRDER TRUSS SUPPORTING 30- LOAD DURATION INCREASE = 1.15 + LOADING UNIF LL +DL= 64.0 PLF 0' .0" TO 14' UNIF LL+DL= 528.0 PLF 0' .0" TO 14' 2 MEMBER FORCES -5388 B 1= 4972 14 1= 3696 -5388 B 2= 4972 T 1= T 2= LEFT = 4144 RIGHT = 4144 BEARING AREA REQUIRED (SQ. IN) JOINT 1 6.63 DF / 10.23 HF JOINT 3 6.63 DF / 10.23 HF JOB #7163 I CHORD BOTTOM CHORD WEB LEGEND SIZE txb 2zb 2400F 2100F 1950F 1650F x 1500F 1450F 1200F $ MINIMUM 2 x 4 1200F MSR WEBS S5 MINIMUM 2 x 6 #2 HEM -FIR WEB SS SSS MINIMUM 2x41450F MSR WEB= I @@ MINIMUM 2x8#2 HEM-FIR WEB ( sA@ SS OF #1 DF x N2 OF SS HF ALL WEB MEMBERS: 2 x 4 STANDARD OR STUD GRADE HEM -FIR. UNLESS NOTED BELOW: 0- 0 . 0" VERT VERT TOP CHORD 2x6 13'-6" 13' -3" 13' -1" 12' -10" 12' -6" 12' -3" 11' -8" 13' -1" 12' -7" 11' -6" I2' -3" 11' -3" 2x4 8' -7" 8'-5" 8' -4" 8' -2" 8' -0" 7' -10" 7' -5" 8'-4" 8'-4" 7' -9" 7' -10" 7'-8" BOTTOM CHORD 2x4 10'-8" 10' -5" 10' -3" 10' -0" 9' -10" 9'-8" 9' -2" 10' -3" 10' -3" 9' -11" 9' -8" 9' -8" • • /ompusinc. - ...<.s .rr..... -a..w. s.nr C -1x2.6 ROOF TRUSS SUPPLY, INC. P.O. BOX 532 WOODINVILLE, WA 98072 481 -0900 12 5 End vertical nay be omitted if Top Chord is adequately - supported. C - 1 x2 .6 FILE NO.: MIN 11 - 13 -5-42* DATE:6 /1/84 REF.: 15 -1 DES. BY- SC SEQ : STANDARD 13 Ty B1 2x4 2 4 r LOAD DURATION INCREASE • . - SPACED 24 O.C. LOADING LL • DL ON TOP CHORD , 32 PSF DL ON 9OTTOIS CHORD • 10 PSF* TOTAL LOAD 42 PSFrr •5 PSF REDUCTION TArtER ON BOTTOM CP,ORO. AXIAL 5TR55S SPAN DOUG. FIR C 2.5x2.6 BEM - FIR C- 2.5x2.6 General Host unless otherwise note • 1. Design to support beds as shown. Al lateral force resisting elements such and permanent bracing to be designed and provided fry others. 2. Design assumes the top and bottom thuds to be Werseybraced MS 0 MG and at 12'. C o.c. respectivey. 3. For recommended bracing detaits.see Wood Trusses.BWT - 15 - by the Truss Plate Institute. 4 . 1x3 continuous lateral web bracing where shown •. 5. Impact bridging or lateral bracing recommended where Shown • 6. Installation at tress is the responsibibty at the respective contractor. 7. Design assumes Wsses are to be used in a non- corrosive environ- ment and are for - dry con6tion' d use. 8. Design assumes lull bearing at all supports shown. Shim an wedge S 9. Design assumes adequate drainage is provided 10. Plates shall be located on both laces or buss and placed so their center Gees coincide with joint center Fees. 1 1. Digits indicate size d plate in inches. 12. For basic design vahiesd the Computr sPtate.indcated tytheprefix see LCB.0. RR. 4211 13. The Computrus Net Section Prate is indicated by awe prefix - CS; the designator (18) i n d i c a t e s t 8 gt malarial is used. AI Wen ant 20 ga. FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED CHORD 2400F I 2250F 2100F 1 1950 F 1 1800 F ( 1650 F 1450F ( SS DF 1 #1 OF [ #2 OF [ SS HF [ #1 HF WEB MEMBERS -2 x4 STANDARD OR STUD GRADE HEM - FIR. 2 x 3 a2 HEM - FIR OR AS N TOP CHORD 2x6 24' -0" 23' -5" 21' -11" 24' -0" 22' -5" 20' -8" _ 21' -8" 20' -3" 2x4 17' -8" 17' -3" 16' -B" 16' -2" 15' -6" 14' -11" 13' -11" 16' -2" 15' -3" 13' -11" 14' -7" 13'-8" BOTTOM CHORD 2x4 24' -0" 24' -0" 24' -0" 15 C -1x2.6 to 24' -0" 12 J 5 C 2.5x4.3 to 24' - 0" FILE NO.: HON 22 — 24 -5-42* DATE: 6/1/84 REF. 15-1 DES. BY. SEQ STANDARD S C .ALTERNATE SPLICE (T -2) (2x6) C -4x4.3 to 24' -0" (2x4) C- 2.5x4.3 to 17'-8" ALTERNATE SPLICE (B -2) C- 2.5x4.3 to 24' -0" LATERAL BRACING REQUIRELNTS: (W2) ( +) 2 Lateral Braces Required on Spans Over 21' -5 ". (U2) + 1 Lateral Brace Required on Spans Over 15 -11" SPLICE - D (2x6) C -5x5.1 to 24' -0" ' 1.5" (2x4) C -4x4.3 to 17' -8" 1.5" NO SPLICE C- 2.5x4.3 to 24' -0" NO SPLICE C -1x2.6 to 24' -0" SPLICE C -5x5.1 to '24' -0" LOAD DURATION INCREASE - 1.15 SPACED P- OC LOADING LL - DL ON TOP CHORD - 32 PSp DL ON BOTTOM CIiORO - 10 P5F• TOTAL LOAD • 42 PSF+ e5 P$ REDUCTION TAKEN ON BOTTOM CnOaD, AXIAL STRESS ONee REACTION . 886 MAXIMUM TRUSS MEMBER FORCES S -1 W -1095 B-1 . 1010 W-1 T-2 - 0 B-2 w 1010 W-2 W -3 4 SPAN T0 24' =0" ▪ 118 ▪ -1106 - 373 ROOF TRUSS SUPPLY, INC. P.O. BOX 532 WOODINVILLE, WA 98072 481 -0900 DOUC.FIR C- 2.5x4.3 to 24' -0" REM -FIR C- 2.5x4.3 to 24' -0" General Notes. unless dtwa.:ae morel I. Design to support loads as shown. All lateral force resisting elements such as temporary and permanent bracing to be designed and provided by others 2. Design assumes the lop and bottom chords to be laterally taxed at 3' - 0' o.c and at 13 - 0 o.c. respectively. 3. For recommended bracing deta see - Bracing Wood Trusses. - T6' by the Truss Plate Institute 4. 1x3 continuous lateral web bracing Where shown •. 5. Impact bridging or tateral bracing recommended where shown •.. 6. Installation of truss is ate responsbSty of the respective cer. racor. T. Design assumes Pusses are to be used in a morn- corrosive environ- ment and are for - dry coneeticn use. 8. Design assumes fun bearing at all supports shown. Shim or ' it necessary. 9. Design assumes adequate drainage is provided. 10. Plates shall be totaled on both laces of as and placed so their center lines coincide with joint center Ines 11. Digits indicate size of plate in inches 12. For basic design values of theCompurusPate.idicaledCy ore Pre= - C - . see LC.B.O. RR. 4211 13. The Comments Net Section Plate is inrScated by the prefix - CN . me designator (18) irs7casae 18 ge. material is used. AS otters are 20 ga. FOR THE SPANS NOTED BELOW, LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED on Panel Splice Note; Ce panel point splices are located at 115 me panel length '!• 6` at ether end or the panel Ind caled. CHORD 2400 F 1 2250 F 1 2100 F 1950 F 1800 F 1650 F 1450 F I SS DF #1 OF #2 DF f SS HF i #1 HF WEB MEMBERS - 2 x 4 STANDARD OR STUD GRADE HEM FIR. 2 x 3 s:2 HEM - FIR OR AS NOTED ON DESIGN 1 / ompu1 us Inc_ ROOF TRUSS SUP IVY, INC. P.O. ` r ' ... ✓ :)I� CZ.? WOODIi VILLE, W A 9C072 • 481- 0900 I L_ FOR STUBS FROM SPAN /4 to SPAN /2 1C -3x7.7 (No Spl)] [C -5x7.7 (Spi)) . SYMMETRICAL ABOUT CENTERLINE FILE NO.:ST 42.- 24 4/6 - 42* DATE: 6 /1/84 REF.: 15 -1 DES. BY: SEO. STANDARD SC • 12 4 to 6 [C- 3x4.3] TOP CHORD BO170M CHORD CHORD SIZE 2400F 2250 F 1 2100 F 1950F LOAD DURATION a:C'EASE 1.15 SPACED 24 O C LOADING LL -DL ONTOPC'4O -C • 32 PS= DL ON BOTTOM Ct+ORD = 10 PSF• TOTAL LOAD - 42 PSF+ •5 PSF REDUCTION TAnEN ON Borrow CNORO AXIAL S'RESS ONLY C -1x2_ 4 C -1x2.6 STUB TO SPAN /4 -8" SPAN 1800 F 1650 F 1450 F FOR LUMBER AND TRUSS DETAILS NOT SHOWN SEE: TRU42 - 24 -4 -42* 6/1/84 15-1 TRU42 - 24 -5-42* 6/1/84 15 -1 TRU42 - 2476 -42* 6/1/84 15 -1 r 1 C -4x6.0 1' ' (4/12) 2' r ' (4/12) to 1' -1" (5/12) to 1' -7" (5/12) to 11" (6/12) to 1' -3" (6/12) SS DF General Notes. unless otherwise toted: 1. Deno to support loads as sh own. AI lateral force resisting elements such as temporary and permanent bracing to be designed and provided by others. 2. Design assumes the top and bosom chords to be latently traced at3 - O'oc. and at 12" -0'o.0 respectively. 3. For recommended brusg details. see 8raang WoodTrusses.9Wi - 76' by the Truss Plate Institute. 1. 1x3 continuous lateral web bracing where shown .. 5. Impact bridging or lateral bra 'Meg recommended where shown ... 6. trstabation ot truss is the respansaitly d the respective con tractor. 7. Design assumes trusses are to be used in a non - corrosive environ- ment and are tor "'dry condition of use. 6. Design assumes tun bearing at all supports shown. Slam or wedge a necessary. 9. Design assumes adequate drainage is provider. 10. Plates stall be located on both laces d truss and placed so thei center fines coincide with ;PM center Goes. 11. Dods indcale sited plate in incites. 12. For basic design values d theComputnn Ptate;m6cated try the prefer 'C. see LC.8.O. R.R. 4211 t3. 7he Comptws Net Section Plate is indicated by Mepnds - Ctt ;Me oesignator(18) indicates 1e ya material is used. Al adsrs an 29 ga. Ott Pant Spice Note; Olt panel paid splices are lo at 1/3 the panel length -/- 6 at e eno of me panel educated. with 2x4 let -in with 2x6 let -in with 2x4 let -in with 2x6 let -in with 2x4 let -in with 2x6 let -in C -4x6.0 6" (4/12) 4" (5/12) to 3" (6/12) FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED #1 DF #2 DF WEB MEMBERS - 2 x 4 STANDARD OR STUD GRADE HEM - FIR. 2 x 3 42 HEM - FIR OR AS NOTED ON DESIGN SS HF #1 HF f'e� soon • l comma f,S SS 0 ON AI. 3677 '� {' i ''� or no . TOP CHORD 2x6 24' -0" 24' —O' 23'-4" 24' -0" 22' -10" 2x4 20' -0" 19' -6 "; • 18' -10" 18'-4" 17' -6" 16' -11" 15' -11" 18' -3" 17' -3" 15' -10" 16' -6 "' 1S BOTTOM CHORD 2x4 . . 24' - 0" 24' -0" 24'-0" • • PEAL: (2x6) C- '4x4.3 to 24' -0" (2x4) C -3x4.3 to 26• -0" 13" TE SYMMETRICAL ABOUT CENTERLINE ALE NO.: TRU22 - 24 -5-42* DATE 611/84 REF.: 15 -1 DES. BY:; Sc SEO.: STANDARD - = = -. 1 NO SPLICE L C -1x2.6 to 24' -0" SPLICE C -5x5.1 to 24' -0" B H 4.0" 1.5" 3.0" 1.5" ALTERNATE SPLICE (8-1) • C- 2.5x4.3 to 24' - POOP TRUSS SUPPLY, INC. _ P.O. BOX 532 - WOODINVILLE, WA 98072 481-0900 St 2x4 LOAD DURATION uvCREASE • 1.15 SPACED 2. CC LOADING U. - DL ON TOP CHORD • 32 PSF DL ON BOTTOM CHORD . 10 PEP. TOTAL LOAD • 42 PSF• •S PST REDUCTION TAKEN ON &7TTOra CNOA . AXIAL STRESS ONLY RE ACTION - 888 M.UnUUU TRUSS MEMBER FORCES T -1 a -1126 B-1 • I039 W-1 - 117 G..nGeneral arw Notes. unless odies note& 1. Deets le support fords u slosh Al Wterel tone reaeitg skew= such a Mmporary and permanent bracing to b. deaged and recorded 07 2. Oesgnassunes m.1008114 bato nchords to be lrteraflybraced at 7 0' ac nd a Si al 12 - 0' a respectively. 3. For recommended bracing detaas.see Bracing Woo BT ate - 76 by me Truss P Insauxe. 4. 1x3 Oxaiate:Ks lateral web bracing where shown •. S. Impact biogirg or lateral bracing recommenced where Shown ••. 6. klssaW is Me d teas e resao slaty d the respell nt cent:arsor_ used Design assumes teases em to be ed :n a rnn- ea w.• resive erwh mein nd ar a to - day co+66a r d use. 6. Design assumes fun bearing at as supports shwruS+im ca or dge t necessary. 4. Design assumes *deposit drainage a d provide 10. Plates shat be located on ban us faces d ems and placed so Orr canter Ines tc:ndde.iL4 joint center tires. 11. Digits irn6afe sae d paste in bees. 12 For basic design raluescitheCompuhnNPtale .nScated pmlto "C. see LGR.R. B.O.R 4211 t 1 The Computes Net SeXias Pate a ind ; cated by the preheat to designator 116) idirates 15 ga. a te i cis al wed. At oilers ar.2O pa. C- 2.5x2.6 to 24' -0" H EM -FIR C- I.5x4.3 to 24' -0" C- 2.5x2.6 to 20' -7" Ott Panel Splice Note spices Ott panel poet spices are located at t/5 me l" panel ten -/- 6 at either end d es in Me pandicated. FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED C S ZE 24QQ F 2250 F 2 100 F 1 1950 F 1 1800 F 1 1650 F 1 1450 F I SS OF #1 OF I# 2 DF SS HF I# 1 HF WEB MEMBERS - 2 x 4 STANDARD OR STUD GRADE HEM - FIR. 2 x 3 #2 HEM T - ;. - TOP CHORD 2x6 36 ' 36*-8" 36 I 2x4 36' 35' 34* 32* 30' 36* 33' 29' 32'4" 29' BOTTOM CHORD 2x4 36* 36' 32" 36' 32' 35'. 32' FILE NO.: TRU43 - 36-5-42* DATE:6/ REF: DES. BY- SC • t t 3 PEAK B B (2x6) C-4x6.0 to 36'-B" 4.0" 2.0" (2x6) C-4x4.3 to 30'-O 4.0" 2.0" (2x4) C-4x4.3 to 36*-B" 4.0" 2.0" aNIP-RLINE SPLICE ALTERNATE SPLICE (B-2) C-3x6.0 to 36'-8" C-2.5x to 36'-B" SYMMETRICAL ABOUT CENTERLINE 5 ROOF TRUSS SNP! LY, If4C. PO. zfJh WOODINVILLE, WA r 902 481-0900 ALTERNATE SPLICE (I-2) (2x6) C to (2x4) C-2.5x4.3 to 36' -8 " NO SPLICE C-2.5x4.3 to 36'-S" C-2.5x2.6 to 30' -O" SPLICE C-5x5.1 to 36'-8' SPLICE (2x6) C-5x5.1 to 36'-8" (2x4) C-4x4.3 to 38:-8" NO SPLICE C-1.5x2.6 to 36-8" C-1x2.6 to 30'-0" LOAD DUA.ST■Os. INOREAST 1.15 SPACED 2A C LOADING U. - Dt. TOP c--ton 32 Ps= ot. ON BOTTOM C•s0AID • 10 PS; s• TOTAL LOAD • 42 P5 •5 PS; FEDuCTION TAKEN O. BOTTOu Cie3n. AXIAL STAESS ONL* REACTION. 1356 MAXIMUM TRUSS saSoSEA FORCES 2-1 -2549 5-1 . 2353 B-1 -541 2-2 - -2232 5-2 - 1607 17-2 - ' 732 1.5" 1.5 EOLIAL PANELS TOP CHORD 3 EOUAL PANELS BOTTOM CHORD SPAN TO DOUG. FIR C-2.5x7.7 to 36'-8" C-2.5x6.0 to 35"-2" C-2.5x4.3 to 25"-I" C to 36'4" C-2.5x6.0 to 28'-5" C-2.5x4.3 to 20' FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED WEB MEMBERS -2 x 4 STANDARD OR STUD GRADE HEM - FIR. 2 x 3 #2 HEM -FIR AS NOTED ON DESIGN Cistrors1 Noma. wens& oneniiert (oteitt t. Design to support bads as snenin. talent torte resisting elemerss WO as temporary and permanent bracing to be descned tool provided by Otters. 2. f ltesig a n c. a a ssurnes nd Lor r top ilc al es oo y om Oux to be lateratry braced at r 3* 3. Fat recommended orating details. seel3racing Wood Trusses.13WT - 76 DT the Truss Plate Instituter 4. 1 continuous lateral web bracing where sno.vn 5. Imp= bridgmg or lateral tracing recommended imere 6. Installation at truss is me responsitaty el the res,,er..ive contractor. 7. Design assumes trusses are to be used in a ron ernits7n rnent and veto. 'dry cond.:ion use. d Design assumes lull 'mann; at all sumo= Shona Shim ueb;te 1 neCeSSZry. 9. Design assumes adequate crawta2e is o .. vided 10. Plates snail be located an bolt. laces el truss and c-le Moir center &nes coincide vrios jolts: center Ones. 11. Digits indicate size ot plate in ircbes. 52- -- RA 4 I'lle eIthePreim C 13. The Comporus Net Section Plato is indicated b Ibe pre= - C7r.,04 designator t111) inlir-aIrs 111 pa. material is used. Al sews tn. 20 pa. Olt Pane! Splice Nott: Ott panel peed soS:. are located at 115 me panel tengn 5 eeder end c' the cane.: CHORD S IZE , 2400F 2250 F 2100 F 1950 F 1800 F 1650 F 1450 F I SS DF #1 DF #2 OF I SS HF #1 HF BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS °TRUSSPLATE INSTITUTE, INC.. 1976 INTRODUCTION In recognition of the inherent safely of a properly braced roof system, the apparent lack of knowledge of how, when, and when 10 Install edegvace bracing, and in the interest of public peaty, the Truss Plate Institute, Inc., in consultation with its Component Manufacturers Council membership, has undertaken the preparation of these mom. mendatuns Substantial concentrated study and deliberative review by Me TPI Technical Advisory Committee (comprising a membership of the chief structural engineers of member plate manufacturing companies, repro semisweet of the academic community. and independent consulting engineers) have been devoted to this effort. Consultation with the TPI Component Manufacturers Council has (Hutted in bringing practical field handling and erection p.oblems into a sharper focus. Inclusioh of the tentative recommendations for on.site handling and erection procedures is one direct result of the consultations. II is planned to study further and enlarge upon thew tentative recommendations. White the recommendations for bracing contained herein are technically sound, it is not intended that they be considered the only method lot bracing a root system. Neither should thaw recommend". tans be mretpreled as superior to or a standard that would necessarily be patented in lieu of an atchnext's or engineer's design for bracing for a particular roof system. Thew recommendations for bracing wood trusses originate from the collective expetience of leading technical personnel In the wood truss industry, but must, due to the nature of responsibilities involved, be Presented only as a guide for the use of a qualified building designer. budder, or erection contractor. Thus, the Truss Plate institute eyprady disclaims any responsibility for damages arising from the use, applica. lion, or reliance on the recommendations and Information unstained herein by building designers or by ',tenon contractors. rwre I sit .1.1111 klerl M ...awl Ilk ' fr 4. ..; 1;f Uwe. ilel eel nal Fiore 141 Fipirm 11b) 11 I recommended that diagonal bracing (minimum 2•mch thick nomina lumber) be installed as approximately a 45 degree angle to the lateral brace. Diagonal bracing should be attached to the opposite cad of the same member requiring lateral bracing. This bracing may be continuous or intermittent at the building designer's option; however, It is recommended that intermittent spacing not exceed 20 feet, Or 'MK, the honeOntal run 01 the diagonal bracing. 4 The ground braces should be located directly in line with all rows of lop chord continuous tante bracing. Otherwise, the top chord of the lost Truss an bond sideways end allow the trusses to shill. This shill, however slight, puts a tremendous slum on all connections of the bracing system, I e., the weight of the trusses would then be added 10 any wind force or continuation load such as bundles of plywood or roof shingles lending to tip the nowt over. All nailing of bracing should be done so that If the trusses should tend to buckle oe hp, the nails will be loaded laterally, not in withdrawal. II is not recommended to nail scabs 10 the and of the building to brace Me Bill Iruw Thew scabs can break on or pull out. thus allowing ► total collapse As trusses are sal In place, the builder or erection contunor must apply sufficient temporary bracing to hold the trusses plumb, in alignment and in a safe condition until the permanent bracing, decking, and /or sheathing can be installed. Temporary bracing should be not less than 7.4 dimension lumber and should be as long as Practical for handling The use of short spacer pieces of lumber between adjacent Trusses is not recommended, unless used temporarily In preparation for immediate inslellalion of longer continuous bracing 16 feel minimum length) Temporary bracing lumber should be nailed with two double headed I 6d nails at every intersection wdtr the braced member Pre assembly of groups of trusses, on the wound. m10 structurally braced units which are then lifted Into place as assemblies is an acceptable 'sternal' 10 the one II a time method Exact spacing between trusses Mould be maintained as bracing is installed to avoid me naurdouf practice al removing bracing to Worst spacing as sheathing is applied This act of "dlusting spacing" can cause tru /us to topple if a key Connection it removed at the wrong lime. Truss bracing must be applied to three planes of reference in the roof system to insure stability I Top Ghoul (sheathing) plant, 2. sett) member plane or vertical plane perpendicular to trusses, and 3. bottom chord (ceiling) plane 1 Top Chord Ptae. Mull important to the builder or erectors contractor if Woolly in the tear of the top chliud Truss top chords ace susceptible to lateral bucklmny helots they ate braced or sheathed It is d+.n1l b ra'q Conereruira .seen molars ee t tine YwH,q Q C•niiu.M Wen banes evw wag* WI pain,., id ea wooing g Mee rata marrow, at IN WWII.. 'Mess' Ie. mom However carefully wood trusses ate designed and fabricated. all this It at stake in the final erection and bracing of a nlul 01 0001 system. 11 is at Ihn cri stag11 of construction that many of the really significant design attumptiont are ellher fulfilled or ignored If ignored, the consequences may tesull in a collapse of the stnatura, which at best is a substantial loss of time and materials, and which at worst could result in a loss of lite The Trust Plate Institute "Design Specifications for Light Metal Plate Connected Wood Trusses" are rat ummended for the design of individual wood trusses as sir ucIural components only Lateral bracing, as may be required by design to reduce buckling length of individual truss members, is a part of the wood nuts design and is the only bracing that will be specified on the truss design drawings Lateral bracing is to be supplied in the sire specified and installed at the loufiun specified on the truss design drawings by the builder or erection contractor The budding designer or inspector must alcerlun that the specified lateral bracing is properly installed and Mal this b is sufficiently antlmred car restrained try diagonal bracing to prevent Its movement Special design requirements such as wind bra pumas bracing, seismic bracing, diapnragms, shear walls, or other fired transfer elements and then connections to the wood trusses must be considered separately by the building designer He shall delermine site, location, and method of connections lot diagonal bracing as needed Ica resist these forces Diagonal or cross bracing is recommended in the plane formed by the lop chords, in the plane homed by the bottom chords and perpendicular to the truss web members, as needed for the overall debility of the entire structure Truss bracing and connection details should be shown on the budding designul's framing plan as part of the design drawings Bracing maleriels ace not usually furnished as Wrl of the wood trust package, and should be provided by the builder or erection contractor The builder or erection contractor is responsible for proper wood trues handling and for proper temporary bracing He must assure that the wood trusses are not structurally damaged during erection and that they are maintained in alignment before, during, and after installation. Temporary or erection bracing may follow, but not necessarily be limited to, the building designer's framing plan It is recommended that erection bracing be applied as each truss is placed in position Figure 11 1 Figure 11611 Meal ra Ca nra.eM web -MN•n. •Asti Gatlin... inner brae doge. 4/110 .0d ie all, no el own rawwh WV el ...1001 era Leal. s. ,..1N ci irelnlnnr A I.i,ni...n1 Mn111ire.4 stir Me1n. any 1 ∎w said era 0410.11,1111 1.01.1 ra4n 5. wed 11111 C..nwa le.,1 lams. crnrnrw owe STAGE TWO: During Truss Erection the builder or erection contractor must lake adequate precautions to assure that the wOOd Iruttes are not structurally damaged. Proper rigging, including the use of spreader ban and multiple pick up points, white required, is necessary to prevent damage during handling, tentative recommendations are presented m the Appendix hereto. II is most important to brace the first Truss at the end of the building Securely. All other trusses au lied to the lust truss, Thus the a recommended that continuous lateral bracing be installed within 6 Inches of the ridge line or center line and at epproalmalely 8 feet to 10 lit intervals between the ridge line of sloped trusses or tenor line of flat trusses and the eaves. Fur double meinber trusses this spacing between laterals may be increased to 12 feel to 14 feel. Diagonals, located between the lateral bracing and sat at approximately 45 devil angles, form the triangles required for stability in the plane of the lop chord. NOTE Long spans or heavy loads may require closer spacing between latatal bracing and closer Intervals between diagonal/ Figure 314l illustrates temporary bracing in the plane of the top chord be gable trusses 11 possihh , the rn"L ,.1rs latercl bearing fur btu 101. rh.id Kwold be placed on the underside of Ibe lull chord so that 11 will ion have to be removed as the plywood 11110 ing is applied The trusses ate then held securely even during the decking process It is equally important for the Mulder or erection contractor Ira Install bracing in the plane of the lop chord for flat tool or noon trusses The use of a sunder bracing pa11/rn rf recommended for all flat trusses Particular attention is directed to bracing at the end of flat trusser as shown in Figure 3fbl. 7. Web Member Plane, II is also necessary to insldl lemporary bracing in the plane 01 the web members Intl bracing is usually ler win N.V.. rr11 II Irt 'e1, Iraku111 Imo ter 04.50 w.nW' 11an it • t. lamer bw•we en. r 1011 ..∎ 11.11.1 tiOte w � span 1111., Ir own. lieu Ierne Figure 21e) 1.4111•11..11..11 , Kerr vl 141' MN . 0.ra16*go., )0 1.1∎1nver11 t- IN eaMa n.N. cow hen's. IeM rw∎a _ The design of wood trusses In accordance with TPI design oisrta assumes I Truss members are initially Ilraight, uniform in cost' seetdn, end uniform In design properties 2. Trusses are plane structural components, installed w eiically, braced to prevent lateral movement, and parelAt to each other at the design spacing 3 Trust members are pinned at loins for determiMllon of axial forces only 4 There is continuity of chard members at pinta for determine. Iron of moment stresses 5. Compression members are laterally restrained at specific Iota lions or interval/ 8. Superimposed dead or live loads act vertically, wind load era applied normal to the plane of the lop chord, and concentrated bads are applied al a point. 7. In addition to she lateral bracing specified by the truss designer, the building designer will specif y sufficient bracing at right angles to the plane of the trust t0 held every truss member in the position assumed for it in desgn. 6 The budding designer (not the trim de4gnerl will specify sufficient bracing and connections to wllhrand lateral Ioding of the entire Itructura. The theory of bracing is to apply sufficient eupport at right engln to the plane of the truss to hold every truss member in the position assumed for It in design This theory most be applied at three stages. STAGE ONE During Building Design and Trots Deign individual trues members are checked for buckling, and lateral bracing is specified as required for each truu member The building designer must specify how this lateral bracing is to be anchored or restrained to prevent lateral movement should all truss members, so braced, tend to beackle together as shown in Figure 11b). Tins may be accomplished by: I. Anchorage to solid end walls 'Figure licit. 2. Diagonal bracing In the plane of web members IFlpure till. 3. Other mans as determined by the building designer. Nuns 21.1 g Figure 2(b) bracing tyrlem depends to a peat extant on bow well Ilia lint trues le baud. One satisfactory method is for the hiss truss top chord to be bread to a stake driven into the ground and securely anchored. The ground brace itself should be supported as shown in Figure 2 or It re apt to buckle. Additional ground braces, in the oMwpte direction, Inside the building are also recommended. e Installed al the same locations spec. cad on the architectural plan la permanent bracing, and may become part of the pemanent bracing. It is recommended That diagonal bracing be added at each web member requiring continuous lateral bracing. II none is mwcif d, it Is recommended that It be placed at no greater Than 16 feet intervals along the truss length for roof brutal and B feet interval. for floor Itu /s es In .s not geneiaily necessary for diagonal bracing to run conllnu. ously for the full length of the budding but it Is recomm.ndd that the spacing between sets of diagonal bracing not exceed 20 feel, or twice the honrontal run of the diagonal bracing. Rows of 2.8 strongbacke may also be used to brace floor noises when diagonal bracing II impractical Figure Cal illustrates diagonal bracing in the plane of the web members, Figure 411,1 illustrates the Waal movement That may occur if lateral bracing is used without diagonal bracing. 3 Bottom Chord Plane. In order to hold proper spacing on the bottom chord, temporary bracing is ncommendd In the plena of the bottom chord Continuous lateral bracing at no greater than 6 feet to 10 sal can renters aluuy me buts length is recommended full length of the budding. nailed to the lop of the bottom chord. Diagonal boardg I B.I.I.I,E.I.I.rll.1e ►.s1eb.1. IIUI11IMI11IliIL! 1111111111111111111111111111111111 D/111Ionnunti ImInIINIili II! IS1I111IIS11 a e aaea� e 1 1111110111 - s�^i i aa�ei 7,;7,1, < Ftgum •111 a I awe aaa f ir m I .•■•• w...r I.....11 NonIf. I -- II I II Figure 41b) between laterals placed at appro.rmauly 45 degrees is recommended for stability of the bottom chord. Diagonal bracing in the plane of the bottom chord is generally not required thinighout the length of the building, but it is recommended that it be heated at least at each end of the building In most caset, temporary Macon') on the Plena of the bottom chord it installed at the locations specdied un the architectural plan for permanent bracing, and is, therefore, left on place as permanent bracing. figure 5 illustrates bracing in the plane of the bottom chord. Full bundle of plywood should not be plared on trusses This construction load should be limited to B sheets of plywood on any pair of truths, and should be located setjacent to tht supp its. No excess concentration of arty construction materials (such at gravel or shingle) to O,ae.W..o.YM.d t.. $ .r ar main Nit. es M wr•.enfar to her , .iN,M. //4/..... rope r sum r ntw.a , e, PO lap ..r..M■ I. toe,.Ii bua4M a4ed d..mod Pawl.. Po MW if PP wall MOnM.l ....411 raifM .eM..MI Figure!!!') II purism are used, spaced not to exceed the buckling length of the lop chord, and adequately emceed to the top chord, it is (acom mended that diagonal bracing be applied to the underside of the top chord to prevent literal shifting of the put lint Figure 611 illustrates the necessity for applying diagonal bracing in the plane of the top chord despite the use of closely spaced mottos. It is recommended that this diagonal biasing. as shaven in Figure Blbl, be mttalld on both sides of the ridge line .n all end bays. If the building exceeds 60 feet in length, this bracing should be repealed at Intervals no greater than 20 feet, 2 Web Member Plane. The purpose of this bracing is to hold the brows in a vertical positron and to maintain the design spacing. In addition, this lateral bracing may be required to shorten the buckling Figure All) 13 r u.ee Ineerll hut. 11 PM la le IMI M fM.Y M.erl►uM Ir.aH1 i.e. 1.1 'MY new bua4M Ili n1.1 tann.uwl 111MM tem,M ,,, ► , .IMI e..w Y„1 eM.'u (ru1Nl le mesa IMYexr l5..ye-M MM.M .r•id N .M. , et. 51 oft 1b.d IPpftli WPM el I me... M e n.d taw b.e the caw Mutest Nd..r ..mhM•■ teepee A Suggested procedure for Idtng trusses is illustrated in Figure All) if the truss span does not exceed 30 tot. 11 Figure 5 should be placed no the trusses in any one area, they should be spread out evenly over I large area sn es to avoid overloading any one truss. All mechanical equipment uquld be located only on the truswt tpacili4tly deugned to suppuq it It should not be dropped or even set temporarily in any other area unless the trusses are adequately shored. All floor trusses should be adequately shored it pallets of masonry matetials are In be stored temporarily until the neat higher walls are finished. STAGE TH nEE: Permanent Bracing is designed and specified by the architect or engineer h,r the structural ulttY or the building. II is the responsibility of the budding designer to indicate pre, location, and attachments Isr au permanent bracing as required by design analysis. In general, it r'. desirable to design and locate all bracing so that it may work together wish other structural parts of the building /such at shear walls, portal Item's, bearing walls, columns, beams, etc.) to achieve total structural integrity . length of a web men As described earlier in the discussion of building desbtn and truss design (STAGE ONE), diagonal bracing or and anchorage is essential to Its/Wire the lateral bracing Diagonal bracing in the plane of the web members is also uwd to distribute unequal loading to dtarent trusses and to spread lateral forces to diaphragms or them walls. Spacing of rows of diagonal bracing in the plane ol the webs is a mater of judgment to be made by the building designer, end will depend upon the truss span, trust configure. tinn, type of building, end the todrrq. Generally, for roof trusses, the spacing ranges from 12 Net to 18 feat depending upon how it relates to the bracing in the plane of the top chord. For lintsr trusses the cross bracing should be approximately 8 leer on tenlers. Lateral 2,6 strong backs may also be used for some floor systems • Figure I and Figure 4 illustrate br acing in the plane of the webs. 3. Bottom Chord Plane. This bracing it required to maintain the truss deign sating and to provide lateral support to the bottom chord to resist buckling tortes in the event of reversal of alters due to wind uplift or unequal roof or Boor towlines, For mutt:pie hearing trusses or cantilever conditIons, portions of the bottom chord b^rome compression members and should be braced laterally to resist bucks ng in the tame manner as the top chord of simple span trusses. Bracing In the plane of the bottom chord is also designed to transfer lateral forces due to wind or seismic loads into side wells, shear welt or other resisting structural elements Diagonals between continuous lateral bracing serve to stabilize the bottom chord. 11 is recommended that one coi•ip'ete bay of diagonal bracing be Installed at each end of any building, and additional such bays be located at specified intervals not to exceed 20 bet. Figure 5 illustrates the uw of bracing in the plena of the bottom chord. These recommendations for bracing wood trusses have been derived from the collective experience of leding technical personnel in the wood trim •nduslry but must, due to the nature of respontlbltities Involved, be presented only ass porde fur the use of a qualified building dnipnrr, budder, or erection contractor; tag F1g wi Alt) -• 11•.eeia. t.• MMM Pp N NMaesMMn . • • - --" 10 n.e. *wart. twilit Of Polk aM it 14 aer.l eve l/1 N 117 ei eve wisp For truss spans between 30 feel end 60 feet a suggested lilting procedure 0 shown in Figure Al21. It should be noted that the lines from the ends of the Weeder bet "Ioedrl," If thew - km should "toe out," they will tend to cause buckling of the truss. 11 Figure 611) �JI Figure AIS) 1.004.111tft I.. M dters I *waft p.A,... 17 APPENDIX IS 11 Ail WO <ba.Y eft brat Is pprow• of the. M e b 4.M P opp. e ew loft neer eerbm InenNt Permanent bracing must provide sufficient support at right angles to the plane of the truss to hold every trust member in the position assumed for it in design. In addition, permanent bracing must be designed to mist lateral fonts imposed on the completed building by wind or seismic lorces. Permanent bracing miry be subdivided into three logical compo• neon' 1. Top Chord Plane This bracing is designed to resist lateral p movement of the lop chord. If plywood floor or roof sheathing is properly applied with staggered joints and adequate wiling, a continue oars diaphragm action it developed and additions) bracing in the plane it generally not required. Some metal roofing materials may be depended upon to act at a diaphragm when properly lapped and nailed. Selection end use of the materiels is at the discretion of the building designer. reams. It is intended that this appendix contain only tentative re. merdaliont that may be used as a guide for ensile handling and erection until a more complete statement can be prepared. There may be some instances In which additional precautions will be necessary. UNLOADING. II possible, trusses shall be unloaded on relatively smooth ground. They shall not be unto/Hied on rough terrain that would cause undue lateral strain that might result in distortion of trues pints. Dumping of trusses is an acceptable practice provided that the massively are not damaged or elsively strewed in the act ol dumping The builder shall provide protection from damage That may be caused by cosine construction activity. STORAGE. Care shall be taken so as not to allow excessive bending of . n at trusses or to allow lipping or toppling while the trun banded or when the banding is removed. II trusses fabricated with fire reterdanl treated wood must be stored prior to erection, they should be stored in a vertical position to prevent water containing chemicals leached from the wood from standing on the plates. A further precaution may be taken by providing a cover for the trusses That will prevent moisture from coming in direct contact with the trusses and which can be ventilated In prevent condensation. ERECTING TRUSSES, The truss erector or builder shall take the necessary precautions to insure that handling and erection procedures do not reduce the load carrying capacity of the truss. spe Trusses shall be installed plumb, at cifed m. toeing end plane De., trusses will be properly aligned /. �1 ., -"\ ---- appe.v+NNr 7•] le }la e nuN Bryan ^� For tilting trusses with spans in excess of 60 leo, it is recon, mended that a strong back be used es illustrated in Figure P.131. The strong back should be attached In the Inn rhord and web members at intervals of approximately 10 feel Further, the strong backs should be at or above the and height ol the truss so alto prevent overturning. The st'eongback can be of any material with udficient strength to softly carry the weight of the truss and 'unicorn,' rigidity to dequataly resist Wading of the Pun. EVALUATION REPORT CuprugM c I'WII IC at I tr,uwmnn A•wU r, lot , C S ICBO Evaluation Service, Inc. A subsidiary corporation of the International Conference of Building Officials Filing Category: FASTENERS—Steel Gusset Plates (066) COMPUTRUS TRUSS PLATES COMPUTRUS, INC. 1307 -B WEST SIXTH STREET, SUITE 114 CORONA, CALIFORNIA 91720 1. Subject: Cotputrus Truss Plates. 11. Description: A. General: The Computrus Truss Plates are punched from Nos. 18 and 20 gauge galvanized sheet steel meeting mechanical requirements established in U.B.C. Standard No. 27 -1 for A 446 Grade A or higher steel. The plates have 9.4 teeth per square inch of plate, each approximately 1 /3 inch in length and approximately .106 inch in width. The teeth are punched in pairs, with each pair spaced 1 /4 inch un center along the width ot•the plate, and .85 inch on center along the length, Alternating rows of teeth are staggered .10 inch from adjacent rows. The "CN" series plates are identical to the "C" series, except that every third row of teeth is omitted. Plates are available in increments of 1 /a inch in width, up to 12 inches, and .85 inch in length, as required by the design. The plates are applied to truss members in pairs on each face of each joint with a power press constructed in accordance with the manufacturer's specifications. B. 1989 Supplement to the U.B.C.: This report is unaffected by the Supplement. C. Identification: The Computrus series C plate Is embossed with the letter "C" for the No. 20 gauge plate and "C18" for the No.18 gauge plate. The No. 20 gauge CN series is identified by the letters "CN" embossed on the plate, and "CN 18" for the No. 18 gauge plate. 111. Evidence Submitted: Descriptive literature, details, calculations and load tests are submitted in compliance with U.B.C. Standard No, 25 -17, Findings IV. Findings: That the Computrus Truss Plates described in this report comply with the 1988 Uniform Building Code, subject to the following conditions: 1. The connectors are installed as set forth in this report. 2. Allowable loads are as set forth in Ude No. 1. 3. The allowable loads may be increased for duration of load in accordance with Section 2504 (c) 4. 4. Connectors are installed in pairs on opposite faces of the mem- bers connected and are not installed at locations where knots occur. 5. Application of truss plates to wood members with a moisture content exceeding 19 percent requires that only80 percent of the loud values in Table No. 1 be used. Plans submitted to the build- ing official for approval must indicate a maximum moisture content for the wood at the time of plate installation, 6. Stresses at the net section of steel plates are not in excess of the values permited in Chapter 27 ot'the code. The maximum tensile loud is determined by multiplying the efficiency ratio times the gross area of the plate times the steel design stress. 7. Where one -hour fire - resistive construction is required, see Evaluation Reports Nos. 1352 and 1632. 8. The allowable load values are recommended only when plans, truss designs and calculations are submitted and accepted by the building official as showing compliance with the Uniform Build- ing Code and specifying that fabrication inspection will be pro - vided in accordance with Section 2510 (1) of the code. 9. Trusses are individually designed in accordance with recognized engineering principles. This report is subject to re- examination in two years. TABLE NO. I— ALLOWABLE LOAD IN POUNDS PER SQUARE INCH OF PLATE CONTACT AREA Report No. 4211 April, 1990 Evaluation reports of /C110 Evaluation Service, Inc., are issued solely to provide information to Class A members of IC/tO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommendation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The /C/1O Evaluation Service, Inc., technical staff has reviewed the lest results and /or other data, but does not possess test facilities to make an independent verification: There is no warranty by IC/JO Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Pagel of 1 LUMOER SPECIES EFFICIENCY RATIO SPRUCE —PINE —FIR HEM —FIR SOUTHERN YELLOW PINE DOUGLAS FIR•LARCH IN PERCENT Direction of Load with Direction of Load with Direction of Load with Direction of Load with Direction of Load with Respect to the Length Respect to the Length Respect to the Length Respect to the Length Respect to the Length TYPE OF o1 the Plate . of the Plate o1 the Plate of the Plate of the Plate PLATE O'to45' 46'to90• 0'to45' 46'to90' 0'to45' 46'to90' 0'1045' 46'to90' 0' 90' C 165 146 165 146 204 161 204 161 59 42 CN 110 97 110 97 136 107 136 107 74 42 EVALUATION REPORT CuprugM c I'WII IC at I tr,uwmnn A•wU r, lot , C S ICBO Evaluation Service, Inc. A subsidiary corporation of the International Conference of Building Officials Filing Category: FASTENERS—Steel Gusset Plates (066) COMPUTRUS TRUSS PLATES COMPUTRUS, INC. 1307 -B WEST SIXTH STREET, SUITE 114 CORONA, CALIFORNIA 91720 1. Subject: Cotputrus Truss Plates. 11. Description: A. General: The Computrus Truss Plates are punched from Nos. 18 and 20 gauge galvanized sheet steel meeting mechanical requirements established in U.B.C. Standard No. 27 -1 for A 446 Grade A or higher steel. The plates have 9.4 teeth per square inch of plate, each approximately 1 /3 inch in length and approximately .106 inch in width. The teeth are punched in pairs, with each pair spaced 1 /4 inch un center along the width ot•the plate, and .85 inch on center along the length, Alternating rows of teeth are staggered .10 inch from adjacent rows. The "CN" series plates are identical to the "C" series, except that every third row of teeth is omitted. Plates are available in increments of 1 /a inch in width, up to 12 inches, and .85 inch in length, as required by the design. The plates are applied to truss members in pairs on each face of each joint with a power press constructed in accordance with the manufacturer's specifications. B. 1989 Supplement to the U.B.C.: This report is unaffected by the Supplement. C. Identification: The Computrus series C plate Is embossed with the letter "C" for the No. 20 gauge plate and "C18" for the No.18 gauge plate. The No. 20 gauge CN series is identified by the letters "CN" embossed on the plate, and "CN 18" for the No. 18 gauge plate. 111. Evidence Submitted: Descriptive literature, details, calculations and load tests are submitted in compliance with U.B.C. Standard No, 25 -17, Findings IV. Findings: That the Computrus Truss Plates described in this report comply with the 1988 Uniform Building Code, subject to the following conditions: 1. The connectors are installed as set forth in this report. 2. Allowable loads are as set forth in Ude No. 1. 3. The allowable loads may be increased for duration of load in accordance with Section 2504 (c) 4. 4. Connectors are installed in pairs on opposite faces of the mem- bers connected and are not installed at locations where knots occur. 5. Application of truss plates to wood members with a moisture content exceeding 19 percent requires that only80 percent of the loud values in Table No. 1 be used. Plans submitted to the build- ing official for approval must indicate a maximum moisture content for the wood at the time of plate installation, 6. Stresses at the net section of steel plates are not in excess of the values permited in Chapter 27 ot'the code. The maximum tensile loud is determined by multiplying the efficiency ratio times the gross area of the plate times the steel design stress. 7. Where one -hour fire - resistive construction is required, see Evaluation Reports Nos. 1352 and 1632. 8. The allowable load values are recommended only when plans, truss designs and calculations are submitted and accepted by the building official as showing compliance with the Uniform Build- ing Code and specifying that fabrication inspection will be pro - vided in accordance with Section 2510 (1) of the code. 9. Trusses are individually designed in accordance with recognized engineering principles. This report is subject to re- examination in two years. TABLE NO. I— ALLOWABLE LOAD IN POUNDS PER SQUARE INCH OF PLATE CONTACT AREA Report No. 4211 April, 1990 Evaluation reports of /C110 Evaluation Service, Inc., are issued solely to provide information to Class A members of IC/tO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommendation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The /C/1O Evaluation Service, Inc., technical staff has reviewed the lest results and /or other data, but does not possess test facilities to make an independent verification: There is no warranty by IC/JO Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Pagel of 1 —J I I L • •••—• • ••••••• • 49.7 147 20 \ 13 ?41, 4 i 9 C44 04 gl...' ii 10 - 1 -4 "' 1 s? c .. ,, 8 11 r> 7 12 PJ 5 14 /- - 4 15 6 14471 3 -16-- 1 ! 2 1.1,7 Lj .5 • 14C1 /44TH 13 14 OS, I . , io zc " . c • SOUTIALINCSF .10.SEPH_E0SreR 00 Ailav sL „.. 18 1. /490 86.63. SS o, (2) i 147 1; .1 7 , " I „PI' i L 19 21 9,:911 1 !pS 20 7 12 6 13 17 o 5' 8 • (1492.11 L 114 I /096 2 , 14 ;-; „II 1 /4 (2) 1 --- SP 86 29. SSI (nr • t: :71 0. S \ STD, 1 63 1.1;513/.51 73 s.r I I 14 15 16 17 63.170 1 1 14. 1 1 /72 de 1..r? 4443 5 4 12 4 3 L_J 144 i6 2 /P.? I r 44 '44 44 39 /47TH 9 (.1 14714 )4 18 /78 si93 55 1 45 3 4 ri2 r--- 1 7 • 77-39- SS RE W355 5 6 12 11 ( 3 ) 17 18 20 21 22 23 24 - •Fr 25 :4f4 26 - • 27 1 14 4 7% r 14439 , .. •5• 18 J I. 14 12 1 (8) (A) (C) (D) /85 79584 8407-SS A (2) • 1 1 49 ■■.4 31 - • . 31 3 19 /3 /85 C exr. Wool)/ S,6aca1.4 4106 1) -6, 25 c Gd /1 4t »-; Q. s t,,.t4 ',U • 3- S d C O/A ,ot. Q. fm•v-r 6106. E urn r • • 1 r.61zE.. • lr.tCaT l7 ot4 a - hl /Ar74t)n:J .CFA 1.1 &L • i (Z4 140 D I. 6.1 v0.e.y 56E footav6.'S'10E1 r1.104 F' Fi re IL.. f3,5^.-r N c. �vb L ' r F FUE.EFP \v/-1 I KI 1-1 Et. ox.) e 4 dAAIL. vi56)LI E.1J cv P.. 1-A. 6 ..i`1 E.)( up foLJL DA t \v\_1_ ® 6 E. c y e. E. L. ' Gc i� �.G" f � roe r 3� P • Rod Gc I .te_ -- Pr6I4LJ : 5 EtaGk.../ 2ccc' ' I Illy o XI IJ. z - # � � .E P,A. !' d -roc 4 Ro"Tro i; OF Fcs s✓I t..I 17t4 0 a ALL. c T t•: G 4\114 iZ" W /Lo° \vim1_ !.._ , ILO \v/,E5' WO -L. 1.. I5r1 —oAv G I? A h r 'sm 1.16 -1 c F11~A uJ pI5 -rLJ1? IC p FA-mm-1 • /m IJ. cciJc-, 6,0v m12. FOR 3 1 ' 6 sT A t l ST E A g l-I a I P -To w to &-TN e I'.r A r.`I - tibiT - Ex pcs 2 Tc �v A`Tia r �� irA Q.Tt lC.lal._ 90'77 Ta E'4/A CONlJ�GTt01`J 13E-b./ /L?JPmIL 1II 1'O" j fl •9 N $r Vg. DUT FOR 2. DR 30 w," x R" 4.0k1G; past t=r' w/ 61 /Ap oU P Lgo L6'..43" &L S" LY -� 4X1013/A L_J t (toxic") 15■. FT. pE.IZ. 15d of 69bcE (lo V E rri, _ (PF 42) L 1 v' -o„ 4 .E Zo'- o" RAW L 6PACE r I _ J L R iI4 UL i3erWG5IJ FL.c3oie. J O I ST'S t N G RAw L h pA ce I 0''X2,4" 7AiIJ. G2A+ 1L�1 Lc,TT L f` --L (1)27 1111111111111111111111111111111111111 111111111111111:11[11.41r rI (II I _ IIIIII1' f I1111111111[11II II1IIIIII!IIt 111111/11 1111 ., 11 0 18 mH0 INCH 1 2 s 3' 4 5 6 7 �'1Yi+:.�..yup -._s YYSsaY::::"; NOTE. If the microfilmed document is less clear than this t notice, it is due to the quality of the priginal document. tn' 1 CITY OF TUKWILA APPROVED AU r 1991 . E �I • #/ EMUILDI G DIV SION 5 1 ^10 11 E PL I �d li r iLO 2110" 2.0111. I 1. illI III1111 111111IIIj1IIIIIIIIIII1i1111i1 ►III 9 1 10 11 MADE IN GERMANY 12 • I SEPARATE PERMIT AND APPROVAL REQUIRED El,6C. lC�►t. M Pit44 -vvssmistoq. tc @ !PARS,.' I' r '7 8 it Date. /I: Permit No. El 48/A 4 _ FILE COPY -� z. ' - d' I I under Land that the Pan Check approvals are I subject to errors and on,isstops and approval of plans does not authorize the violation of any I adopted code or dinance. RGce of copy of a • i r . plan ackno MAY 23 'MI PERMITCENTER RECEiVED CITY r1c TI IKWULA 1'99t, �V..g,f�.G: ' Z.' :,(�i:lo GiZit�ivf_:P�BT`Vi6 t4 .e�rul s ..Awo���Ja! 7 u :Ar Via . °' ' I ]� "' [mo t:: • :: _.+ . I!�!.ft2CATE .mil xrr�ra_::�z.'e�a� _.. •.. - zaNXOsLE:i '' 5Eriwz m 'riz.sizrnk losictA1 • Yo. '.'S7�i�5v.Jrie.'' i 7.i Ga;.�4'9._ _ •.::.. �.:: _;.:.; zsZee 12;marrT as 'r ,erlr_ °rn:.t - mac JRrclreAw� _'z? ?ire /Af C .. •a#'' rrMMA`�: � >a • :l&[xsrii cov .•oparJ :e ; sr . *.ge zria .R.= iJSCSrCE.�... 1E'Trr'G.`CGZ 5W1�Li�:rse t J'irALLEG _Cil.l..i.,o*iag : �: _i cne .:_rct :: r.trr. A teA,5 ' \.rra_iNc ' • \ q r I-% A14 15A:C- - CC) L.:. rA1K t�orr�s; t,)aable • space uruier stairs shall have walla and soffits (an the enclosed side) pro- tected as required for one -ter f ize- resistive constructicn. Section 3306 Cm), U.B.C. •Pireblock stairs: between stair stringers at top and bottom and along run between studs, Section 2516 (f) U.S.C. Stairways: Maxii rLxn rise, 6 minimum rum 9 °. headman minimum 6' 13 mini:run width 36 ". ' Handrails to have ends returned and placed minim M 3W maximum 3E3". above tread nosing. L %less designated for the disabled. the handgrip porticn of handrails shall be not less than 11° not more than " in croup! sectional dimeneien or the shape shall pro» vide an equivalent gripping surface. 711e handgrip porticn of handrails shall have a smooth surface with no sharp corners. Band- rails_projecting fray+ a wall shall have a ipeoe of not . lesss ..than .1 i be between the wall and the handrail. Section 3306, i�.B.C. • iel - '7 I /Z ". 2 ! R.` • !Z- I " TRt iR17.. z.- 2 "X12' 6Tr1L1 6' sPeK RuL1 30 141414 \VALL N AT 3TRIJlLTER— J r:t• : /g' -T °x* B• I KAB E s iiMPee 5rAIR6 LAK1DIfJ 0 z- Mts. 0 cs X1 0 lfi Dr- Di- 4y) I / CST (' A *N PAE qom -SO 4x 0 ia/Atr ?---- �_ D" p,T, l p', o'' • 14x12 B/AO 2 4 "GoLi St�A 0 01J WARIA R:AFzI Cj" \VA «.4 4 udDER. z FLOOR, MAO \V .A? Au. (7o5r4 B /A I Lp ,-, 7c 0. Zo'- CSI /A LI v 104 t' A ' 117 Z ' • rr• N 4 a l l 0 co 4 to e .,6,417 A _ FA :.5e !, • f � L 481,'—o" AvM LTA4 6,5x8 N (t 2$s x 1 7 GAFYer P .. E izotswit, }lam x 03z 6.481? . T 5 X 12" 4L. BrA (MC-VA) 6 T 00 .cop' OF pLATE) / \ • I IlIII IIIIIII�lIIIIIIil�IJJIIIIi�L�il +Ilhl r i - ��,� 1- ll:IIIItIIIIIl.�I�lil ijIII 'I I� i ' 0 faTH$ 1 2 ,r 3 4 5 6 'I 8 9 I 10 11 MAOEMGERMANY 12 NOTE: If the microfilmed document is less clear than this i.otice, it is due to the quality of the' uriginal document. 11 X to AgpET 2a5b Ao 5 e5 2 ° t! o" 4 ... 1/4 I Lo a CITY OF TUKWILA APPROVED AUG 5, 1991 U _I BUILDING DIVISION RECEIVED CITY OFTIJKWILA MAY 23 1991 PERMIT CENTER i .e 2 o .+ c 0 ' 5 c � o A d w C O c t c u & o r s > E -1:e : o c W .s •. gn. R CD O CO CD c O 3 X U . a ' --.1— r. ?t : I t . K 161 51' 5 ( 16 11 -air_ .... . INSTALLATION SCREWS • (PROVIDED) SHIMS (BY OTHERS) FLASHING (BY OTHERS) • I.: 4 ° MIN. 6KY LITE 1U R , .4,6 ,pz • 1• INSULATING GLASS ( USING 1l4° TEN R) ut ei - ; 11py . 1:i i X4 . PEdii ( -I2 E. WEEP HOLES •FLOW SIDS ONLY) • CAULK ENTIRE PERIMETER INTERIOR FNt1S 4 OUTSIDE CURB DIMENSION ii 0 ■ _° N N ' N - ' a' cL INSTALL. ?ER. /AF4'17 LTAS I"t UU.1E w/ Loe Li ( Te z11z,t 2 -00 . 4 '- II I1 k pi_ 4it ��(I {►1 { {1 1 1{1{ {{1 { {1'11 1{ {► i► {III {►II�.i !11i�I�1'�il� 0 16 THS :NCH 1 2 `f ., 3 4 2,c toe' CQ'O FELLA viccP M / //o cv%gI 19 %°x35' /z" C9x $. (DF #IZ) �. Arz.FA - 1w4 6 p - r; NOTE: *awe ''F orDe *oonta of COM AIR. MtU. ate to/ oPeetsZug. Fr Loo L J . 15P__ Low 51-8" j, I 2 - +2 6 ° 5 ° Lo - I`o I& ovsE CI. I_ I II 1) ri 5111{ •{ 11LI ,;f11 lilt! IiI IIirl1IiI t=r t l =fi V 7 If the microfilmed document is less clear than this MAIN t 1 LW-AL/W(014 NS ^Q crtoi s ot4 6t % IAS t tea : °4' ._ e°I4 - ... 2 0da IZ PET J 2 5 %z" z -5Yz TILE • is ill Z4 "Mix " ; 1--- /M6Tg Ems 1 1 TILE I- lLI { IIIIiII�I III 'IIf IIIIIIIIIIII'I' {'I' 10 11 MADE W CERMN•ry 12 CITY OF TUKWILA APPROVED 11UG r 1991 BUI I4 .4.4.4x►. RECEIVED (ITV OF T1 JKWILA MAY 2 3 1991 PERMITCENTER 0 CD N. C eo I3 e0 0 03 0 1• M Cot 1ii4nlakjYI �,� •, a S. � �:� �. • UL LASE PPrevEP F to / WrAL {i1/4lHULATepr -FLUB 4 017- __._ .. _ . - FIL 2 . F/L P/L red —Mmil I /l#lll h�flllillllIillui�+l.I lj'l omsitti �.,� m MOS AMPlimm •;BALI..WOOD ERPOSED TO HEATER,' SUCH ` AS WOOD USER POR DECI FRAMING: °••INCLUDING •DECKING,' RAILINGS, JOISTS, 'EXAMS AND POSTS BALL 3E PRESSURE T k7 :- D48 PEE � '+�. + ►�..� • PROVIDE ADEQUATE VENTILATION' TO Ali C fl i/ '' 1 e© OP THE SQ. AGE OF -Ante AREA W // _ _ w` UM_ AND_ _ r F'S: ADOYE . A, VE inn ROOF MM. OR:,, cp 1 1 1J1 1 1 1 1 1 1 1 Illli I I i t ! 0 16 THS INCH 1 •`ALL OPRNINGS i1 THE EXTERIOR'NALLB 'S BE CAVL1ED, • SEALED OR Wk LAD _AP.PAQPRIAMMULIMItAta Ph. V A.tL \Vit4D4`V - -TO Se: CLA : too wietii, Hatki 3T gwt _= : 444;',15 ow to Wie.TA04 w EAT, ? Vi Pt' CA e Fele hecI d« L C. IIIIIIIIII 11111 1 +IIIIII tIliIIl ^k'IIIr1 91 11 1jf 1mpl1111r - t1i11 {ll�iili�l�j� 111ifa1i11.1i ittt+ 1i 2 I I I f .._ � ."r�i....._Y ��ri�.. � 4 AV.' 1' �". �- x,;.w.YU \lY.ii: iii : ?�- _ �«�. :.L.'�'ct • NOTE: If the mi documeot is less clear than this notice, it is due to the quality of the priginal document. b - 1 T f PE ELEVA 100 1 f 1 '3_III�III I iiIIIIIIII Iij�III'I I 1 10 11 NAOE 4y 12 • 1 AUG 2 rit FA. oyez - JTR Vii NY S T� Edro `.__ ° 11 - I - a _ . ) ; : r 11 1 6t1%, ?- L.`g ! . 2o-1 t. Z . - 1 7.1 '" L , 391 7 1 0 r 1ii4nlakjYI �,� •, a S. � �:� �. • UL LASE PPrevEP F to / WrAL {i1/4lHULATepr -FLUB 4 017- __._ .. _ . - FIL 2 . F/L P/L red —Mmil I /l#lll h�flllillllIillui�+l.I lj'l omsitti �.,� m MOS AMPlimm •;BALI..WOOD ERPOSED TO HEATER,' SUCH ` AS WOOD USER POR DECI FRAMING: °••INCLUDING •DECKING,' RAILINGS, JOISTS, 'EXAMS AND POSTS BALL 3E PRESSURE T k7 :- D48 PEE � '+�. + ►�..� • PROVIDE ADEQUATE VENTILATION' TO Ali C fl i/ '' 1 e© OP THE SQ. AGE OF -Ante AREA W // _ _ w` UM_ AND_ _ r F'S: ADOYE . A, VE inn ROOF MM. OR:,, cp 1 1 1J1 1 1 1 1 1 1 1 Illli I I i t ! 0 16 THS INCH 1 •`ALL OPRNINGS i1 THE EXTERIOR'NALLB 'S BE CAVL1ED, • SEALED OR Wk LAD _AP.PAQPRIAMMULIMItAta Ph. V A.tL \Vit4D4`V - -TO Se: CLA : too wietii, Hatki 3T gwt _= : 444;',15 ow to Wie.TA04 w EAT, ? Vi Pt' CA e Fele hecI d« L C. IIIIIIIIII 11111 1 +IIIIII tIliIIl ^k'IIIr1 91 11 1jf 1mpl1111r - t1i11 {ll�iili�l�j� 111ifa1i11.1i ittt+ 1i 2 I I I f .._ � ."r�i....._Y ��ri�.. � 4 AV.' 1' �". �- x,;.w.YU \lY.ii: iii : ?�- _ �«�. :.L.'�'ct • NOTE: If the mi documeot is less clear than this notice, it is due to the quality of the priginal document. b - 1 T f PE ELEVA 100 1 f 1 '3_III�III I iiIIIIIIII Iij�III'I I 1 10 11 NAOE 4y 12 • 1 AUG 2 rit FA. oyez - JTR \ i L7a\V To FLo g ECEdTA( -E 4EEA . \VI,JJc O v FLOOR 70 fl AIIJ R fc1p 0' II`7e. 0 I6Izvo 2'" PL' 1. zo-7 ri I zoo 0 17.1 lo "f ;,._ 3970 Z3 ?r 1(,1 • • ALL WOOD EXPOSED TO WEATHER, SUCH AS WOOD USED FOR DECK FRAMING: INCLUDING DECKING, RAILINGS, JOISTS, BEAMS AND POSTS SHALL BE PRESSURE TREATED OR CEDAR PER SEC. 2515 (c) 11 U.B.C. .PROVIDE ADEQUATE VENTILATION TO ATTIC AREA 1/150 OF THE SQ. FOOTAGE OF ATTIC AREA W// IN EAVES AND '—RT. ABOVE EAVES IN GABLE. THRU ROOF VENTS OR ETC. *ALL OPENINGS IN THE EXTERIOR WALLS SHALL BE`CAULKED, SEALED OR WEATHERSTRIPPED AS APPROPRIATE TO LIMIT AIR LEAKAGE. . Ph. 1448 S1cYLi 7G E. 1...... I \/ .- r1 3 -9 1' lL. LEFT iIDE ELE VAT i QrL_ ! •ALL; \V►Nl avt> To i3s CLA.S too \V /Eta. NEAT 0THeFeNt6E GLA. 7s 01. 4 10 \V /CTA HUAI, • ? QVI De • '\FETY 4L4½ M' pE mac, 546vp u,l c, I " I " i " + " i " + " ► " ► � I " + " ► " + " i " + " ► " + � t " + " i " + � I " + ! i � � j + + ! i.� + ; r � l r+ � ! . i l l ! ittftit 1 0 16 THS INCH 1 2 /. 5 6 7 ^ ' - 1 ' .,.s_ ixc .: ...s� s :.v'°;►w.e_ ^,....--- -.s-:� 6 +Y• ...3 a.: ....�x.— NcTE: If the Microfilmed document is less clear than this notice, it is due to the quality of the apriginal document. 3o r a o N CO CD z. t. C 2 0' to 0 `l. 1/0 X 15V!=.L GF2:,r a, P? S1DIN4 \V/ I x4 ez,p- 1..tFK.. Po!`IZ.IDAS CHIMNEY TO BE MIN. 24" ABOVE ANY POINT' IOF. STRUCTURE .WI`t'HIN_ ]C�_• . • UL LABLE AppRovEP /AF(', /AErAL INI6uLAT>=r) Rue 4 CAP 4 4 ° • 21Cd-!T SIDE ELEUA°("IUtJ REA ELEVAT 10d 1,1411 II 1111 +l�IiII II lII IIII'�t '; 10 5 C.0inpo Chz I /4"= -4o ° X‘I, BEVEL. £ t?Ar<? 6ipikleT "MO PA ++ =P-0" 200 FA. PA- . =op x u m ro 3 ® o r O `a1 ' t Q E 63 ., 'M e 1 E i " 4 i m . .z . w 17 r ! ` C o Sl e r t . � o O o 1 X M d t ' i O ii r * 0 O ' 'a 3. f W e . a R e IIl I I f Ell ��l ``)) `` �� ( ii ,II I1 t r Jl�l l �i11 1 , rrr 414 , 1" CITY OF TIUKWILA APPROVED AUG r 1591 ZND FIL, ..._ • RECEIVED CITY OF TUKWILA MAY 23 1991 PERMIT CENTER n/L 0- I— ci(n! I • SIDING (Tr") SHTH'G ALUMINUM WINDOW FRAME (TYP) PAy kiPow Der K 1 TCh1 Ed k VA CAI3I f�ETS_ 2 4 CUT DIACONAL V2" G.W.B 2x4 CUT DIAGONAL 0 16TA5 INCH 1 2 \' 3 „, ...._.,' i IIi1MMll • lIllhhilIll ` 11 111 i s 1 1`'I II 11 1 1- lE-1I1l 111!I, Iii l� . I I�.II1.111._FJI 1 Iii tii1i u !r (-Awr't7 F•L'g. LINE I pt y 1IIIIIIIIIIInhIII.!tillri1lii II11°IIIiIlIIlillIIIIIIIIIII 4 5 6 7 ...�... y .c� s .,..:_.. NOTE: If the microfilmed document is less ”lean than this notice, it is due to the quality of the original document. zx tt s @ 1(o” CtG A;A t`1 BAT fs —lam.' r: E i. E $t: 4 i ; i i _i/ III I I II (.�xI2 B /1(► *2 2)(67 FART, o /A/A Teus 024 H ®IG Zo' -o" SPALI) TO Off wAU -- ztxia NDR OF/kV 'r.. -Zxlz F/s Zx(o Go /A /A. Tri-3 6)z (5PAK1 15 I-0", L ITTER F {L FL:?pR Joi ' LOVER R _.. 1 /4"=1L on I11�I I III IIII�IIIiIIII 'IIIIIIIIIIIIIIIIIIII�IIII 9 P 10 11 MAOE IN GERMANY 12 V2.ATt4 /A5TR BAf14 3 /3 11 .1 1 _0 11 filiktj c F/J @ 1(pI' Oft 4' RAFTER:5 024"ok, (4I FZ) CITY OF TUKWILA APPROVED AUG, 1991 °UICDII G D VISION RECEIVED CITY OF TIIKWILA MAY 2 3 1991 PERMIT CENT ER r WOOD FRAMING NdTES 1. MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE .NOTED, MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE 25-Q OF THE UNIFORM BUILDING CODE. 2, AT SAWN TIMBER JOIST AREAS; PROVIDE CROSSBRIDGING AT 8'0" 0/C. MAXIMUM SPACING AND SOLIEIBLOCKAT BEARING POINTS. 3. PROVIDE DOUBLE JOIST HEADERS AND DOUBLE JOIST EACH SIDE OF ALL FLOOR AND ROOF OPENINGS, UNLESS DETAILED OTHERWISE. COORDINATE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 4. PROVIDE TWO 2 X 10 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENNINGS IN STUD BEARING WALLS NOT DETAILED OTHERWISE... EXE. L6EUREMS2 4J Moe*. eLtakiq 5. PROVIDE CONTINUOUS SOLID BLOCKING AT MID-HEIGTH OF ALL STUD WALLS OVER 8 I HEIGHT. 6. ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH "SIMPSON W" SERIES METAL JOIST HANGERS TO SUIT THE JOIST SIZE. 7. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE 'SIMPSON STRONG TIE CO." SAN LEANDRO, CALIF., EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAYBE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL LOAD CAPACITIES.. 8. INDIVIDUAL MEMBERS OF BUILT-UP POSTS AND BEAMS SHALL EACH BE ATTACHED WITH %Oct SPIKES ATI 32" O/c 7. 4 eerron; AS/9 61 2- 20ke IKIP T Fl6C.N .spucm. , 9. PLYWOOD WALL SHEATHING SHALL HAVE SOLID BLOCKING AT ALL EDGES. 10. PLYWOOD NAILING: I USE UNLESS GREATER NAILING IS DETAILED OR SPECIFIED ] 8d @ 6"0/C AT SHEET EDGES. 8d @ 12"0/C AT INTERMEDIATE BEARING POINTS.. ed 0 10"0/C AT INTERMEDIATE SUPPORTS FOR FLOORS. 11. ALL WOOD STUD WALL SILL PLATES ON CONCRETE SHALL BE ATTACHED WITH ,5/8" X 10" ANCHOR BOLTS AT 4-0* 0/C [ 1 STORY 1, AND WITH A 7" EMBEDMENT, UNLESS SHOWN OTHERWISE. 12. ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 6" 0/C STAGGERED UNLESS SHOWN OTHERWISE. 13. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS:OFTHE 14. ALL STUD BEARING WALL SHALL BE FRAMED WITH DOUBLE TOP PLATES. 15. NAIL GYPSUM WALLBOARD TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH COOLER -NAILS @ 7"'O/C MAXIMUM SPACING UNLESS SHOWN OTHERWISE, USE 5d FOR 1/2 WALLBOARD, 6d FOR 5/8" WALLBOARD. j holECIHAP41_CA ,,,, ,s-sis1/4.740w , *.wrisrs.ots."`"? 4 7 74 7-77E. 1, BATH, LAUNDRY AND SIMILAR ROOMS - MINIMUM OPENABLE WINDOW 1/20 OF FLOOR AREA WITH A MINIMUM OF'1 1/2 SQ.FT. SECTION 1205 (a) OR MECHANICAL VENTILATION DIRECTLY TO OUTSIDE - CAPABLE OF '.5 AIR CHANGES PER HOUR., SECTION 1205 (a) ORD.46328 2. CLOTHING DRYERS SHALL BE EXHAUSTED TO THE OUTSIDE, U.M.C. 1903; KITCHEN HOODS, LAUNDRY AND BATH EXHAUST FANS SHALL BE VENTED TO THE OUTSIDE, U.M.C. SECTION 1102 & 119R (E),(A) npn wa/8. 3. HEATING UNIT TO MAINTAIN 70 F. AT 3'0" ABOVE FLOOR WHEN 20 F. OUTSIDE TEMP., SECTION 1211,'AS'AMENDED BY ORDINANCE 46328. 4. COMBUSTION AIR, U.M.C. SECTIONS 6010), 602,603, AND 607 AS AMENDED BY ORDINANCE 5. VENT • CONNECTORS [ A SINGLE WALL CORROSION-RESISTANT PIPE ] ALLOWED ONLY IN THE SAME ROOM WITH THE APPLIANCE, U.M.C. SECTION 915, CLEARANCES PER U.M.C. 915(b) 2(B) AND TABLE 5-C, REDUCED CLEARANCES U.M.C. TABLE 5-B. 6. DUCT WORK IN SINGLE FAMILY DWELLING: (a) ROUND DUCTS, SLIP JOINTS MINIMUM 1 1/2" MECHANICAL FASTENED WITH MINIMUM 2 SHEET METAL SCREWS, JOINTS AND SEAMS SHALL BE SUBSTANTIALLY AIR-TIGHT, U.M.C. SECTION 1002(c), 1003 AND TABLE 10-B. (b) RECTANGLE OR SQUARE DUCTS AND JOINTS, U.M.C. SECTION 1003, TABLE 10-A AND 10-B. (c) SUPPORT OF DUCTS, U.M.C. SECTION 1004 AND TABLE 10-E. 7. INSULATION OF DUCTS, U.M.C. SECTION AILP AND TABLE 4;11 6E-Tim wAst4, fiTAIr-wkilmelye-ovg. 8. MINIMUM MAIN SUPPLY AND RETURN AIR DUCT SIZES-FORCED AIR: DUCT AREA MINIMUM 2 SQ.IN. FOR EACH 1000 B.T.U.H. OF TOTAL B.U.T.H., U.M.C. SECTION 706 AND 707. 9, PREFAB FIREPLACES SHALL BEAR U.L. OR I.C.B.O. SEAL OF APPROVAL AND SHALL BE INSTALLED PERCONDITION OF APPROVAL. 10. GAS METERS SHALL NOT BE LOCATED UNDER INTERIOR STAIRWAYS, ENGINE, BROILER, HEATER, OR ELECTRIC HEATER ROOMS, U.M.C. SECTION 2211(f). 11. GAS VENTING SYSTEM APPROVED CHIMNEYS, TYPE "B" VENTS, TYPE "BW" VENTS, TYPE "LE VENTS, OR AEVENTING ASSEMBLY WHICH'IS AN INTERGRAL PART OF A LISTED APPLIANCE, U.M.C. SECTION 903(a). 12. FACTORY BUILT CHIMNEYS TO BE U.L. LABELED APPROVED AND INSTALLED PER MFG. INSTRUCTIONS SECTION 3705 AND U.M.C. SECTION 912. 13. HOT WATER TANKS TO•HAVE PRESSURE RELIEF VALVES AND DRAIN TO EXTERIOR. 14. APPLIANCES INSTALLED IN GARAGES U.M.C. SEC. 508: (a) SHALL BE SUITABLY PROTECTED AGAINST DAMAGE. • (b) APPLIANCES GENERATING A GLOW, SPARK OR FLAME SHALL HAVE PILOTS, BURNERS, OR HEATING ELEMENTS AND SWITCHES MIN. 18" ABOVE*THE ELOOR LEVEL. (c) WHERE THg FURNACEAND/OR IS INSTALLED WITHIN 12 OF THE WALL, THE G.W.B. SHALL BE INSTALLED BEFORE PLACING THE FURNACE AND/OR DUCT WORK. IIIIIIIIIIIJ1IIlIJIlIIIIIlIIItIIIII1JII1JlIIJL!_IIIIIIIItJIt.I r1 I fit411.1-1 Iit 1.1,1111111111111111111111111111111111111111111 0 WTHSINCH 1 2 V 3 4 • STRUCTURAL ._ NOT ES ENERGY NOTE: 01111Prillimmallollecomometnessurponosome 5, 6, 7 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginal document. 1. DESIGN CRITERIA [ UNIFORM BUILDING CODE 198S) ROOF LIVE LOAD 25 p.s.f. FLOOR LIVE LOAD 40 p.s.f. STAIR LIVE LOAD 100 p.s.f. WIND 00 p.s.f. EARTHQUAKE ZONE 3 ALLOWABLE SOIL PRESSURE 2000 p.s.f. EQUIV. FLUID PRESSURE: BASEMENT WALLS 30 p.c.f. OTHER RETAINING WALLS 30 p.c.f. 2. CONCRETE CONSTRUCTION OF BASEMENT WALLS A/OR ALL FOOTINGS SHALL BE TAKEN DOWN TO UNDISTURBED EARTH. 3. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF fc 1. THE MIX SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND NOT MORE THAN 6 3/4 GALLONS OF WATER PER SACK OF CEMENT. ALL CONCRETE WORK EXPOSED TO EARTH OR WEATHER SHALL CONTAIN ENTRAINED AIR, 5% + 14 BY VOLUME. ALLOWABLE CONCRETE STRESS fc le 900 pos./. AI412 414OULI, EVEFOgd^ 1 AfrAMPAIP OA 20-1 at, 2; Ct) 4. REINFORCING STEEL SHALL CONFORM TO ASTM A615-72, GRADE 40 LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS OR 1'6" MIN. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS TO MATCH HORIZONAL RB1!ORCEMENT. ALL HOOK AND BENDS OF REINFORCING BARS SHALL CONFORM TO A.C.I. 318-$S UNLESS SHOWN OTHERWISE ON THE DRAWINGS OR AS NOTED ON PLANS. 5. EMBEDMENT [ COVER ] OF REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE - 3" FORMED SURFACES IN DIRECT CONTACT WITH EARTH - 2* SURFACES EXPOSED TO WEATHER - 1 1/2" OR AS SHOWN ON PLANS. 6. STRUCTURAL STEEL INCLUDING PLATES, ANGLES AND MISCELLANOUS SHAPES, SHALL CONFORM TO ASTM A-36, FY m 36 k.s.i./DESIGN FS m 19.2 k.s.i.. BOLTS USED IN CONNECTIONS SHALL CONFORM TO ASTM A-307 OR AS NOTED IN PLANS. 7. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH U.B.C. STANDARD NO. 25-10 AND 25-11. ALL BEAMS SHALL BE OF DOLMAS FIR COMBINATION 22f, Fb 2200 p.s.i. 22fV4 OR AS NOTED. 8. GLU-LAM MATERIAL MUST BE OBTAINED FROM AN APPROVED FABRICATOR WHO MUST SUBMIT DETAILS AND SPECIFICATIONS TO BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION [ SUBMIT 3 SETS I. 9. FRAMING LUMBER SMALL BE GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO.16, LATEST EDITION, FURNISHED TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: HEM-FIR NO.2 MINIMUM BASIC GRADE. DESIGN STRESS, Pb = 1150 p.s.i. UNLESS SHOWN OTHERWISE ON THE PLANS. POSTS & TIMBER: HEM-FIR NO.1 MINIMUM BASIC GRADE. DESIGN STRESS, Pb = 975 p.s.i. / 6" THICK BEAMS DOUGLAS FIR / LARCH,R 1390 p.s.i. STUDS, PLATES AND MISCELLANOUS LItHT FRAMING: DOUGLAS FIR OR HEW-Pig GRADE OR STUD GRADE, EXCEPT BEARING WALL PLATES BELOW THE UPPER FLOOR SHALL BE DF/L. 10. PLYWOOD WALL SHEATHING SHALL BE GRADE D/C - EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE, PLYWOOD THICKNESS SHALL BE AS SHOWN ON PLANS AND ROOF PLYWOOD SHALL HAVE A MINIMUM PANEL IDENTIFICATION INDEX OF 32/16. NAIL ALL PLYWOOD AS DESCRIBED IN THE. WOOD FRAMING NOTES: ITEM 10. 11. ALL WOOD PLATES AND BLOCKING IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. 12. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OFCONSTRUCTION N SHALL BE USED. 13. 3/4" • THBR-MAX WALL SHEATHING MAYBE USED RATHER THAN PLYWOOD, TO INCREASE INSULATION FACTOR ANOTHER R-S.4 NAILING AS DESCRIBED FOR PLYWOOD, THER-MAX WALL SHEATHING IS TO BE USED ONLY IF SHOWN ON PLANS. 14. SEE WOOD FRAMING NOTES FOR ADDITIONAL INFORMATION. Is, LA.-rEr...&L wALL BEEeNA Psg- ufSc. 2-5 eS) 3. 1. ALL METAL DUCT JOINTS TO BE TAPED WITH DUCT TAPE. BUILDING pi* SION 2. ALL OPENINGS IN THE EXTERIOR WALLS SHALL BE CAULKED, SEALED, OR- WEATHER STRIPPED AS APPROPRIATE TO LIMIT AIR LEAKAGE. 3. SHOWERS SHALL BE EQUIPPED WITH FLOW CONTROL DEVICES THAT LIMIT TOTAL FLOW TO A MAXIMUM OF 3 GMP. PER SHOWER HEAD. 4. ALL SERVICE WATER PIPING SHALL BE THERMALLY INSULATED IN ACCORDANCE WITH LOCAL CODES. 5. FIREPLACES SHALL.BE PROVIDED WITH: (a) TIGHTLY-PLACED-FLUE DAMPERS WITH READILY ACCESSIBLE MANUAL OR APPROVED AUTOMATIC CONTROLS. (b) AN OUTSIDE COMBUSTION AIR SOURCE PROVIDED BY A DUCT AT LEAST 6" SQ. IN AREA AND.A READILY OPERABLE DAMPER. (c) TIGHTLY-FITTING, CLOSABLE,.SOLID METAL OR GLASS SCREEN, 6. WATER HEATERS TO BE INSULATED: ELECTRIC TANKS EAddt2 TANKS TO BE LABELED AS MEETING ASHRAE 90A,Reo 7. ALL BASEMENT CONCRETE WALLS ARE TO BE FURRED OUT AND BE INSULATED TO A R-11 RATING, WHEN OR UPON BEING FINISHED. • , z 9 -1 10 11 Wa 12 CITY OF TUKWILA APPROVED /AUG 5 1991 RECEIVED CITY OP TI MAY 2 3 1991 PERMIT CENTER