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HomeMy WebLinkAboutPermit D02-016 - DAVIDSON RESIDENCE - GARAGEJAY DAVIDSON 13365 48T" AVENUE SOUTH EXPIRED SEP 1 2 2002 EXiIRD SEP 12 ZQAZ D02 -016 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2616600080 Address: 13365 48 AV S TUKW Suite No: Tenant: Name: DAVIDSON RESIDENCE Address: 13365 48 AV S, TUKWILA, WA Owner: Name: HOLMQUIST MAYNARD S Address: 13365 48TH S, SEATTLE WA Contact Person: Name: JIM WUINN Address: 16521 HY 99, SUITE B, LYNNWOOD WA Contractor: Name: TOWN & COUNTRY POST FRAME BLDS Address: 16521 HY 99; STE B, LYNNWOOD, WA Contractor License No: TOWNCPF099LT DESCRIPTION OF WORK: COSNTRUCTION OF A 600 SQ FT DETACHED GARAGE. Value of Construction: Type of Fire Protection: Type of Construction: Public Works Activities: doc: Devperm $14,280.00 DEVELOPMENT PERMIT D02 -016 Permit Number: D02 -016 Issue Date: 02/08/2002 Permit Expires On: 08/07/2002 Phone: Phone: 425 -743 -1555 Phone: 425 -743 -1555 Expiration Date: 06/30/2001 Fees Collected: Uniform Building Code Edition: Occupancy per UBC: $419.06 1997 17 Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N Water Meter: Channelization / Striping: ** Continued Next Page ** Printed: 02 -08 -2002 Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Date: 07-6P Signature: c \ ,. ✓� ,t. ,,,t , Date: o` Print Name: �Gfi () 7 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D02 -016 Printed: 02 -08 -2002 City of'1'ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2616600080 Address: 13365 48 AV S TUKW Suite No: Tenant: DAVIDSON RESIDENCE PERMIT CONDITIONS Permit Number: D02 -016 Status: ISSUED Applied Date: 01/22/2002 Issue Date: 02/08/2002 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248- 6630). 4: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 5: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Conditions 5 D02 -016 Date: � Z. Printed: 02 -08 -2002 z ~w J U. O 0 N O. W =' • U. J F. w 0 = d w Z � Z O F—; w uj U0 O — O H w H -- 0 w Z: 0 — O Z Project Name/Tenant: ( Value of Constructio Site Address: City State /Zip: - 7, ?, — I.4 6 1 b n u C S - �t t -kiik t �r- c i P f (e 8 Tax Parcel Number: cV to / Cr (Cn - " OC_ C) Property Owner: r y eti e 5 Mae( 61k) CReti5hci,W • Phone: 6a53)- Se /5 ---3 Z Street Address City State /Zip: 77-1 U - 111h A- U e SE Rt (ct ( I Gt.. a.) e- q'S' • Fax #: Contractor: r To to it' CO Lithif Phone: (4 / i3 - ia - 6 - Street Address: City State /Zip: Fax #: (4z ) yr /z -/ 9/ /(oS -.R/ 0 4t1 S/ 99 s i3 / yNtiwow, 9',90 37- Architect: V Phone: Street Address: City State /Zip: Fax #: Engineer� �N / . Nei ray^ Phone: .4Z S) `v 9 7 -3766' Street Address: C ity State /Zip: Fax #: Contact Person: / u N /41 C7//.1 . Street Address: co w C f 2 City State /Zip: s� -FYI Fax #: Description of work to be done: CYo,st 7__ a A' o e 6 4 P(-/' j )--A 4i e �'i i -' e Type of work: ❑ New Single - Family Residence ❑ Addition - Single- Family Residence ❑ Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure a Garage(s) De'4-4C he d • ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 2 Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: (.' 0 sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ftc Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: sq. ft. Dwelling sq. ft. Covered Deck(s) (D CO sq. f Garag Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 07 ° o *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF rUI 'VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT, REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use El Water Main Extension 0 Private 0 Public El Water Meter /Permanent # Size(s): El Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: - (� - o,) , Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 y �,srrFwthtt�!tr.."r �kt:'.4 ',S 1.4 -. STAFF USE ONLY Project Number: Permit Number: o � BUILDING OW OR AUT ' RIZE .AGENT: / Signature: � Date: / / &//d z Print name: Address: /(ova 1 I-, City/State/Zip: e/ ZNaiac o u-'ia- ?:6265 • _ ALL SINGLE- FAMILY RESIDENTI PERMIT APPLI ATIONS MUST BE MITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY REGISTERED ARCHITECT OR PROFLiSSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL > ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ® Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) 1 ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ Pr Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H - 9). ❑ TA Foundation plan and details ❑ Floor plan ❑ n Roof plan ❑ Building elevations (all views) ❑ Building height ❑ � Building cross - section ❑ Structural framing plans and details necessary to completely describe construction TA ❑ Washington..State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. PI ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). 71 ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. 1 ❑ • If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ 71 Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Buildi g :Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed byy 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 l:t1A+ iCS$18�17.v'.pf:F4•.i".E'H ,yam•• y,+t V"'wn'tiVP'•'01,1' 11\W : « "r?mv.;k,: ,,, N*( tW, 44 1tfP : , "%!: ": r. MiP, ';+:" "!,;. z X I 1 0 0 U) W _ H w 2 u. . � = a F w Z = w • w O • ( O W L w z co O � z Receipt No.: R020000072 Initials: SKS User ID: 1165 TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt city of Tukwila Current Pmts 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: TOWN AND COUNTRY Amount PLAN CHECK - NONRES RECEIPT Type Method Description Parcel No.: 2616600080 Permit Number: D02 -016 Address: 13365 48 AV S TUKW Status: PENDING Suite No: Applied Date: 01/22/2002 Applicant: JAY DAVIDSON Issue Date: Payment Amount: 117.81 Payment Check 8745 117.81 Description Account Code 000/345.830 117.81 Payment Date: 01/22/2002 11:21 AM Balance: $185.75 Total: 117.81 2976 01/23 971.6 TOTAL 11741 Printed: 01 -22 -2002 Payee: Receipt No.: R020000191 Initials: SKS User ID: 1165 TRANSACTION LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2616600080 Permit Number: D02 -016 Address: 13365 48 AV S TUKW Status: PENDING Suite•No: Applied Date: 01/22/2002 Applicant: DAVIDSON RESIDENCE Issue Date: TOWN AND COUNTRY Amount Payment Check 8777 ACCOUNT ITEM LIST: Current Pmts BUILDING - RES PLAN CHECK - RES STATE BUILDING SURCHARGE RECEIPT Type Method Description Payment Amount: 301.25 301.25 Description Account Code 000/322.100 000/345.830 000/386.904 Payment Date: 02/08/2002 10:38 AM Balance: $0.00 133.44 163.31 4.50 Total: 301.25 3651 02/:11 '?716 TOTAL 301.25 Printed: 02 -08 -2002 ..., vw. a. wvwvw�r:. sw+} rwm+ bP�a�MKANRe�M�•+ kMM�krASw�WNKtii* » Hole. rawmw aw.uv l:KYlONINg.at Project: - V C U,UC 0A) Type of Inspection: . . F MI ea Add res : .. �.r05 y8 AvSa Date called: =lI -o Special instructions: J • d411'u -- Date wanted: (a:m,) ,• i `oa p.m. Requester: , •: , K ryh ('F Phon -: Sa INSPECTION RECORD Retain a copy with permit INSPECT, ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Date: (206)431 -3670 El . Approved per applicable codes. Corrections required prior to approval. El $47.00 REINSPECTION FJ REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No: Date: Z • W ce 6 UO W = J !- Lu rr W Q co a � ? !— Z° 11J al U 0 o W L iu U. Z 111 U = 0 Z Date called: ,, 4 Special instructions: .._ Date want : a.m. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA . 98188 (206)431-3670 COMMENTS: 1 Inspector: Date: Approved per appticable codes. E Corrections required prior to approval. $47.00 REINSPECTI94EE REQUIRED. Prior to inspeiiiion, fee must be paid at 6300 Southcenter alvd., Suite 100. Call to schedule reinspection. Receipt No: Date: t 4 COMMENTS: Type of In pectio -de.-,1,40eX Address, Date ca led: 4% ..r Special instructions: • / • Date wanted: -P.m. Request Phone: INSPECTION RECORD RetailiaWipy with permit CITY OF TUKWILA BUILDING..DIVISION 6300 Southcenter : Blvd, #100; tukwi la, VVA 98188 • INSPECTION NO. Approved per applicable codes. El Corrections required prior to approval. PERN11e1.16:T.. (206)431-3670 Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: (1 , k )1/4/0 4 i'eS616(Cf? Titbe of Inspection:I "Mt*.t./1.01C0bOn n 62 5 ipl*Au,S Date called: /e Special instructions: Date want / (9) __. f (ni. 5/O. Requester: • Phone: 425 76 — /5_5 5 Approved per applicable codes. I INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Corrections required prior to approval. COMMENTS: ,... i 7.45 ,1 e.j dfr-Whd al / /40" a a / 5 5 m JA ce q? --/-i_z.--,/" c o , ,,,.--1 /./ / 74,01,?.. -4,24- '47E, A 660 Dat fi $47.00 REINSPECTIOt%EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: , ;.4 . ■ .;;' 41• ,,ist4+4 ■ 54, 7.‘;±, a • Ui —J (.) 00 U) ILI W I —I u j 0 2 :3 u_ . w LU Z I-0 Z F— LU 2 O 0) O — 0 I— Ui L u w z 0 9 - - 0 0 Town & Country® POST FRAME BUILDINGS Quality: Our Future Depends On It.' snow load clearance under trusses steel strap concrete floor zip strip roofing (Typ Suite B • 16521 Highway 99 • Lynnwood, WA 98037.3161 -- Everett: (425) 258.4171 Puyallup: (253) 840-9552 Administrative Headquarters: (425) 743 -1555 FAX: (425) 742.4378 Toll Free: 1- 800. 824.9552 Contractor's Lic. 0: TOWNCPF099LT NAME J Q.0 1Ck SON SHEET NO C LGUEATEQ DATE j 4;u�3.ri Ler.' -'AN P1 -113. 1 4.2 200000 4 3 -10 -01 TC BC SL 10 -06 -08 HO 6.01 UzliStar -- Version 40.0.212 RUN DATE: 7 -20 -00 CSI TOP 0.60 RTM 0.91 WBS 0.92 SIZE LUMBER PE 2X 6 OFL•02 1170 2X 4 DFL -3400 2400 2X 4 SPFS -ETU 660 LATERAL BRACING: TOP CHORD - 24 IN. OC HTM CHORD - 120 IN. OC ONE BRACE • E.D D -F TRUSS SPACING - 04.0 IN. LOAD CASE 41 LUMBER STRESS INCREASE: 15.04 PLATE STRESS INCREASE: 15.01 LOADING LIVE DEAD (PSF) TOP CHD 25.0 5.0 8T i CND 0.0 1.0 TOTAL 25.0 6.0 31.0 CONCENTRATED LOADS (LES) C 790 RIGHT SUPPORT CRITERIA JT TYPE HORZ VERT WIDTH LES LOS IN -SX A PIN -790 2170 S. 9 C HORZ RLR 0 2170 5- a LOAD CASE 4S UNBALANCED LOAD LUMBER STRESS INCREASE: 15.04 PLATE STRESS INCREASE: 15.0% LOADING LIVE DEAD (PSF) TOP CHD 25.0 3TM CHD 0.0 TOTAL 25.0 EXCEPTIONS: A -B 31.3 5.0 2 -C 0.0 5.0 SUPPORT CRITERIA JT TYPE HORZ VERT LBS LBS A PIN 0 2092 C HORS RLR 0 963 5.0 1.0 6.0 31.0 WIDTH IN -SX s- a 5- 9 10 -00.00 OVERHANGS 0 JOB. 500070231 STOCXAG7° 6x6= 20 -00 -00 20 -00 -00 LOAD CASE $6 UNBALANCED LOAD LUMBER STRESS INCREASE: 15.01 PLATS STRESS INCREASE: 15.04 LOADING LIVE DEAD (PSF) TOP CHD 25.0 5.0 HTM CND 0.0 1.0 TOTAL 25.0 6.0 31.0 EXCEPTIONS: A -3 0.0 5.0 B -C 31.3 5.0 SUPPORT CRITERIA JT TYPE MORE VERT WIDTH LBS LBS IN -SX A PIN 0 944 5. 5 C WORE RLR 0 2064 5- 0 LEFT RIGHT HEEL OIN - 4SX OIN - 46X MEMBR CSI P(LSS) MOIST Me2ND TOP CHORDS A -2 0.68 4517 C 4677 -007 E -E 0.64 3250 C 887 •2336 E -7 0.64 3250 C 2336 -887 F -C 0.68 4517 C 687 -4677 BOTTOM CHORDS A -D 0.93 5054 T 457 •60 D -C 0.82 5054 T 68 -457 WEES S -D - 1726 C D -H - 1011 :' 0 -F - 1731 C 0L +LL DEFL ■ 0.33" IN 0 -F 1 �i.' ; .�� ‘ LL DEPL - 0.24" < ERG -5 /'3 &0 SPAN /DEFL '(DL +LL) ■`�38r �.� ;'� r;t' MARK 10 - 00 - 00 JT TTPE A 2001 B 3001 C 2001 O 1070 E 1001 P '1001 PLATE SIZE 3.00 X10.00 6.00 X 6.00 3.00 X10.00 3.00 X10.00 2.00 X 5.00 2.00 X 5.00' SL 10 -06 -08 HO 6 -01 T20 **SEE REVERSE SIDE OF THIS •• "PAGE FOR IMPORTANT NOTES •• Plating conforms to UBC. Place values may be verified with Robbins Engineering, Inc, Grip values are based on gross area teat. Lumber is SPP -s except as shown otherwise. PLATES - 20 GAUGE LOCX GRIPPING 559 -231 PSI PER PAIR INCLUDES 15.01 INCREASE TENSION 1339- 465 PLI PER PAIR SHEAR 784- 506 PLI PER PAIR X Y 9.5 3.0 CTR CTR 9.5 3.0 Cm CTR CTR CTR CTR CTR NOTES: 1. TRUSSES MANUFACTURED BY - OSO L.MBR -TRUSS DIV. 2. ANALYSIS CONFORMS TO UBC (ANSI /TPI 1.1995). 3. EMPIRICAL ANALOG IS USED. 4. WIND LOADS - UBC,1958 EDITN TRUSS IS DESIGNED AS A MAIN WIND.FORCE RES SYSTEM WIND SPEED - 80 MPH MEAN ROOF WEIGHT • 25' EXPOSURE CATEGORY - B OCCUPANCY CATEGORY - 1 UNBALANCED LOADS CHECKED (UNBLN LO PAC - 1.25, 0.00). TRUSS IS DESIGNED FOR NO CEILING LOAD. PREVENT TRUSS ROTATION AT ALL BEARING LOCATIONS. ANCHOR TRUSS FOR A TOTAL HORIZONTAL LOAD OF 790 LaS. 9. FASTEN TRUSS TO ERG A FOR 283 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR SRC. 10. FASTEN TRUSS TO SRO C FOR 281 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR 3RD. I-- w 1 O 0 N c • al J I N W W 0 • Q .N � = 1 - W Z H H• O Z H uj 2 O • N O H W W. • U u- O LLI U= P. O~ Z civil • structural • marine • environmental • survey CLE Engineering Enclosed Structure5 CHECKED: J P DATE: ° '" SHEET It OF, T co civil • structural • marine • environmental • survey CLE Engineering Enclosed Structure5 CHECKED: J P DATE: ° '" SHEET It OF, T co File: D 02 -0016 35mm Drawing #1 -6 August 14, 2002 Jim Wuinn 16521 Highway 99, Ste B Lynnwood, WA 98037 City of Tukwila RE: Permit Application No. D02 -016 13365 48th Avenue South Dear Permit Holder: Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next/final inspection. Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to September 8, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician Xc: Permit File No. 002 -016 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 1 ACTIVITY NUMBER: t ' -016 DATE: 01 -22 -02 PROJECT NAME: JAY DAVIDSON - GARAGE ADDITION SITE ADDRESS: 13365 48 AVENUE SOUTH X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # _ Revision # After Permit Is Issued DEPARTMENTS: Build�n' g Division (el WG 2 -!o vz Public Works U Goy w\ 4L1k k �4 02 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUTING: Please Route Approved Approved \PRROUTE.DOC 5/99 CORRECTION DETERMINATION: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP &l Fire Prevention L 1 1- 2 0z Structural Incomplete Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Approved with Conditions REVIEWER'S INITIALS: REVIEWER'S INITIALS: Planning ivision Permit Coordinator DUE DATE: 01-24-02 Not Applicable Comments: No further Review Required cf- DUE DATE 02 -21 -02 Not Approved (attach comments) DATE: DATE: DUE DATE Not Approved (attach comments) n DATE: z • � w J U U O N -II LL w =a Z � Z w 0 0H uj f- � LL. 0 co L Z z ACTIVITY NUMBER: PCIL -016 DATE: 01 -22 -02 PROJECT NAME: JAY DAVIDSON - GARAGE ADDITION SITE ADDRESS: 13365 48 AVENUE SOUTH X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved \PRROUTE.DOC 5/99 n REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required Approved with Condition CORRECTION DETERMINATION: Approved ri Approved with Conditions REVIEWER'S INITIALS: sy Planning Division n Permit Coordinator DUE DATE: 01-24-02 Not Applicable No further Revie Requir: d DUE DATE 02 -21 -02 Not Approved (attach corn ents) DATE: r6 DUE DATE Not Approved (attach comments) DATE: . .22 } YhM1.1IN•.81 4 PERMIT NO.: bO2� • BUILDING PERMITS INSPECTIONS ❑ 1 Progress Inspection Status ❑ 2 Pre- construction ❑ 3 Investigation ❑ 4 OK to Occupy ❑ 5 Remove Stop Work Order ❑ 6 Follow - up ❑ 7 Pre -Move Inspection ❑ 50 WSEC Residential ❑ 60 WA Ventilation/Indoor AQC ❑ 70 NLEA Inspection/Modular Struct ❑ 71 Mobile Home Tie Down Insp ❑ 72 Marriage Lines ❑ 90 Resteel ❑ 95 Footing Drains 100 Foundation Footings 200 Foundation Walls ❑ 250 Foundation Insulation ❑ 300 Concrete Slab /Slab Insulation ❑ 350 Crawl Space 400 Shear Wall Nailing ❑ 450 Plywood Wall Sheathing ❑ 500 Roof Sheathing Nailing ❑ 525 Plywood Deck Nailing ❑ 550 Exterior Wall Sheathing ❑ 600 Masonry Chimney ❑ 610 Chimney Installation/All Types 700 Framing 750 Roof /Ceiling Insulation ❑ 800 Floor Insulation ❑ 801 Wall Insulation ❑ 802 Exterior Roof Insulation ❑ 803 Glazing Inspection ❑ 815 Lighting and Controls ❑ 900 Suspended Ceiling ❑ 1000 Interior Wallboard Fastening ❑ 1001 Exterior Wallboard Fastening ❑ 1110 Pre -Move Inspection ❑ 1115 Motor Inspection ❑ 1120 Pre -Demo ❑ 1140 Pre - reroof ❑ 1400 Final -Fire 1700 Final - Building ❑ 1900 Final - Reroof ❑ 3100 Site Visit ❑ 4000 Special- Concrete ❑ 4001 Special -Bolts in Concrete ❑ 4001 Special - Mom/Resist Conc Frame ❑ 4003 Special -Reinf Steel Prestress ❑ 4004 Special- Welding ❑ 4005 Special- High- Strength Bolting ❑ 4006 Special - Structural Masonry ❑ 4007 Special -Reinf Gypsum Concrete ❑ 4008 Special- Insulating Conc Fill ❑ 4009 Special -Spray Fireproofing ❑ 4010 Special- Piling, Piers, Caissons ❑ 4011 Special - Shotcrete ❑ 4012 Special- Grading, Excav/Fill ❑ 4013 Special- Retaining Wall ❑ 4014 Special -Panels ❑ 4015 Special -Smoke Control System TENANT NAME: JA DA 0I DUPW CONDITIONS 10001 No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division 10002 Plumbing permits shall be obtained through King Co 10003 Electrical permits obtained through L & I ❑ 10004 All mechanical work shall be under separate permit 10005 All permits, insp records & approved plans available ❑ 10006 All structural concrete shall be special inspected ❑ 10007 All structural welding shall be done by WABO certified inspector ❑ 10008 All high- strength bolting shall be special inspected ❑ 10009 Bolts installed in concrete shall be special inspected ❑ 10010 When special inspection is required...notify Tukwila Building Division ❑ 10011 The special inspector shall submit a final signed report ❑ 10012 Any new ceiling grid and light fixture installation ❑ 10013 Partition walls attached to ceiling grid ❑ 10014 Readily accessible access to roof mounted equipment ❑ 10015 Engineered truss drawings & calcs shall be on site ❑ 10016 Any exposed insulation backing material shall have ❑ 10017 Subgrade preparation including drainage, excavation ❑ 10018 A statement from the roofing contractor verifying fire retardant class of roof 10019 All construction to be done in conformance w /approved plans • ❑ 10020 Structural observation shall be provided for this project ❑ 10021 All food preparation establishments must have King Co ❑ /10022 Fire retardant treated wood shall have flame spread of 10023 Notify Building Division prior to placing any concrete 10024 All spray applied fireproofing shall be special inspected ❑ 10025 All wood to remain in placed concrete shall be treated ❑ 10026 All structural masonry shall be special inspected 10027 Validity of Permit 10028 Rack storage requires separate permit ❑ 10030 No occupancy of building until final insp by Bldg Div ❑ 10031 Comply with requirements of TMC 16.04 ❑ 10032 Remove all weeds. concrete, stone foundations, flat concrete ❑ 10034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ 10035 Contact PW Div to obtain insp for water /sewer connect ❑ 10036 Manufacturers installation instructions required on site ❑ 10038 A C of 0 will be required for this permit ❑ 10039 Final approval for all TI w /in the limits of the SC Mall ❑ 10040 All construction noise to be in compliance with 8.2 TMC ❑ 10041 Ventilation is required for all new rooms & spaces ❑ 10042 Fuel burning appliances ❑ 10043 Appliances, which generate ❑ 10044 Water heater shall be anchored ❑ 10045 Reroof ❑ "Anchoring - All new construct and substantial improvement shall be anchored to preven flotation" Plan Reviewer Date: v l7 Da Permit Tech: Date: .'*^' ,...swE''t"h*y T+« i• vrs ruprirmx�Mr*- er ?.'.rtiw• H• �vw�x; SKS +�s ^�tn;r VT."' 4 .Vhf1 924 MS %{ Y S ..'+"e .. ,! i t1 ACTIVITY NUMBER: - 016 DATE: 01 -22 -02 PROJECT NAME: JAY DAVIDSON - GARAGE ADDITION SITE ADDRESS: 13365 48 AVENUE SOUTH X Original Plan Submittal _ Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works n n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP I I Fire Prevention Structural Incomplete Structural Review Required Approved with Conditions CORRECTION DETERMINATION: Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 01 -24-02 Not Applicable n No further Review Required DATE: I ( Z 2-1 DUE DATE 02 -21 -02 Not Approved (attach comments) Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DATE: DUE DATE z Z .. JU 00 0 WI U w w 0 • Q _co d w Z1.- zI- w uj co O 01— W W u. O w z. U = 0E- z ACTIVITY NUMBER: D01 -016 DATE: 01 -22 -02 PROJECT NAME: JAY DAVIDSON - GARAGE ADDITION SITE ADDRESS: 13365 48 AVENUE SOUTH X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route ri Structural Review Required REVIEWER'S INITIALS: Approved CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP n n REVIEWER'S INITIALS: Fire Prevention Structural Incomplete APPROVALS OR CORRECTIONS: (ten days) n n Planning Division Permit Coordinator DUE DATE: 01-24-02 Not Applicable No further Review Required }\ DATE: I - Z-Z- O DUE DATE 02 -21 -02 Approved with Conditions n Not Approved (attach comments) Approved with Conditions Not Approved (attach comments) DATE: REVIEWER'S INITIALS: DATE: DUE DATE gNlrt��m z :mo oc 00 CO 0 CO UJ J H u O LQ • = a . 1- w Z = z o W O O O N 0 1- W w u' 0 LLi O ~ z 1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: UV-016 DATE: 01 -22 -02 PROJECT NAME: JAY DAVIDSON - GARAGE ADDITION SITE ADDRESS: 13365 48 AVENUE SOUTH X Original Plan Submittal _Response. to Correction. Letter #, Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Approved \PRROUTE.DOC 5/99 Fire Prevention Structural Incomplete Comments: TUES /THURS ROUTING: Please Route ri Structural Review Required ri No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions n REVIEWER'S INITIALS: n Planning Division Permit Coordinator DUE DATE: 01-24-02 Not Applicable DUE DATE 02 -21 -02 Not Approved (attach comments) � n Fl REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) n DATE: .........+...�...t... .M.nu..vvmY�+'wQ ��".v�YAT1 +RS�> r.�l�•.TQ File: D 02 -0016 35mm Drawing Town & Country° POST FRAME BUILDINGS Qual Our Future Depends On It" Tax Account #. Suite B • 16521 Highway 99 • Lynnwood, WA 98037 -3199 Everett: (425) 258 -4171 Puyallup: (253) 840 -9552 Administrative Headquarters: (425) 743 -1555 FAX: (425) 742 -4378 Toll Free: 1- 800 -824 -9552 Contractor's Lic. N: TOWNCPF099LT CCB#: 129311 DO NOT SIGN INCOMPLETE SITE PLAN! Customer has verified and approved the location of the building, orientation of the building to the North, and verifies that all utilities are shown on this drawing in the correct location. Customer Signature Please Check After Doing Site Plan: ❑ Property dimensions ❑,Existing buildings ❑ Proposed building ❑ Easements Job Name: 6 C1 U i ci S o Legal Description Site Plan ❑ Septic and drainfield ❑ Sewer lines ❑ Setbacks of proposed & existing buildings ❑ Main road with name ❑ Access to proposed building Job Site Address* 2 3S' White - Customer Copy Canary - Office Copy Lead # ❑ Lot size ❑ Elevation of property ❑ Bodies of water ❑ Floorplan ❑ Slopes & Contours (5' increments) I _ L( ' e T tx . Ic w i 1 ei curl- ?ICJ Y 1 a o' E'i r .Riue wcty Po -R kr' Draw North Arrow in Circle 0 5 ' 0 0- n z Q. • 05n. cc ca nn n . o iv 0 0 Co = r -o a, ea ca_ 0 , � � 0 - Q = 0 U7 Q ' g =. 0 . 3 CO 3. =• � 0Q :: •"D Et to 52- ®,1 - n f: 0 0 .3 Pink - Accounting Goldenrod - Production © 1995 PermaBilt Industries FR #34 5/98 USED UST OF SHEETS INCLUDED c SHT 1. GENERAL PLANS & ELEVATIONS ` S SHT 2, DETAILS -. SHT 3. SCHEDULES & NOTES SHT 4. CLADDING & BRACED ENDwALLS (D48. FTNCS' SHT 5, POSTS - ENDWALLS (EMB. FTNCS) y r PER S ED ST B PER DET I. BELOW. a. I u 1 BLDG. LINE I YY \ AT FACE OF POST (TYP.) BAY SZE BAY SIZE BAY SIZE (14' WVL) ' (14' MAX) (14' MAX) SKIELALL LENGTH ENDWALL TRUSS SIMPSON A34, VERT. 2X4 TO TOP & BOTTOM CHORO (4) 10d. 2X4 TO BRACNG SECTION A -A SECTION A WHERE BRACING GOES NOT ALIGN WITH POSTS AT TRUSSED' ENOWALLS, USE 2X4 T- BRACES W/ SECTION A -A ABOVE ENDWALL TRUSS ROOF PURI:NS DIAGONAL T- 'RACES L (2) tOd TYP. TEP :•r 2X 4 LATERAL BRACING TO -I TRUSS BOTTOM CHORD AT 14' 3.C. MAX (ALIGN 'MTH FULL 4T ENCWALL POSTS) PLAN DR. ES BCTTCY4 CHORDS TYP. BRACE L 4 P CONNECT DIAGONAL BRACE TO TOP CHORD 1NTLI SIMPSON LUAUS MtiGcR OR INSTALL VERTICAL 2X SIMILAR TO SECTION A -2.X4 BLOCK AT D{AGONAL BRACE UNE FL AT 2x L S TRUSS LATERAL BRACING 4 N (2) 10d, BRACE TO EACH TRUSS BOTTOM CHORD TYP. K:; 411E =E ATERAL BRACING AT ENO BA. w T RAZED FOR DOOR OPENER ARWCE), DROv1DE VERTICAL :X• SJUTAR 2 SECTION A -A AT NEXT TRL SS 2RDEL3ING. 0 Inch �Ili AIi, III�II. II IIIII�IIIIIIIII����� ` GENERAL NOTES 1. BUILDING MAY BE CONSTRUCTED OF ANY SIDEWALL LENGTH AND LENGTH SPAN RATIO OF LENGTH E TO SPAN IS EQUAL REQUIREMENTS O OR LESS THAN 3 3 ON THIS SHEET AND NOTE 14 ON SHEET 3 OF 5). 2. BUILDING MAY BE A COMBINATION OF CLEARSPAN AND GRID SYSTEM AS SHOWN ON THIS PLAN. 3. FOR ROOF SLOPES GREATER THAN 4:12. BUILDING LENGTH TO SPAN RATIOS SHALL MEET THE FOLLOWING REQUIREMENTS: - 40' MAX BLDG SPAN & 64' MAX 6LDG LENGTH: FOR 5:12 ROOF SLOPES. USE AN EQUNALENT BLDG LENGTH . ACTUAL BLDG LENGTH + 8' FOR SHEET 4. FOR 6:12 ROOF SLOPES. USE AN EQUIVALENT BUILDING LENGTH - ACTUAL BLDG LENGTH + 16' FOR SHEET 4. - 28' MAX BLDG SPAN & 60' MAX BLDG LENGTH: FOR 5:12 ROOF SLOPES, USE AN EQUIVALENT BLDG LENGTH 44 ACTUAL. BLDG LENGTH + 8' FOR SHEET 4. FOR 6:I2 ROOF SLOPES, USE AN EQUIVALENT BUILDING LENGTH - ACTUAL BLDG LENGTH + 12' FOR SHEET 4. - FOR 5:12 & 6:12 ROOF SLOPES, CONSULT JRR ENGINEERING, INC. WHEN USE OF SHEET 5 IS EXPECTED, 4, SPECIFIC BUILDING DIMENSIONS, WALL OPENINGS AND ACCESSORIES ARE INDICATED ON PERMABILT BUILDING DESIGN SHEET. (ATTACHED) 5. REFER TO SHEET 4 FOR MINIMUM LENGTH OF ENDWALL CLADDING OR SHEET 5 FOR MINIMUM I OF EMBEDDED ENDWALL POSTS & REQUIREMENTS. S. CONSTRUCTION OPTIONS SHOWN ARE AT THE BUILDER'S DISCRETION. i-r'I I I I.-l;;' ri 11 .'. I i DETAIL 7/2 (OR) DETAIL 8/2 W/ NO POST. POST SPACING POST SPACIN CONCRETE FLOOR DETAIL 9/2 OPTIONAL SAVE OVERHANG PER DETAIL 2/2. SIDEWALL POST PER SCHEDULE A. GIRTS PER DETAIL 12/2. 29 GA. METAL WALL CLADDING PER NOTE 14. SHEET 3. (OPTIONAL CLADDING PER NOTE 111, SHEET 3.) DETAIL 6/2 TYPICAL SECTION THRU GRID SYSTEM METAL FING PER NOTE 4. SHEET 3. (29 UGE) TRUSS BY OTHERS (DESIGNED FOR 6001 HORIZONTAL 'DRAG LOAD IN COMBINATION WfTH ALL SNOW LOADING CONDMONS) PURUN PER DETAILS 3/2 & 4/2 AND SCHEDULE D. OPTIONAL EAVE ---•G OVERHANG PER DETAIL 2/2. 29 GA. METAL WALL CLADDING PER NOTE #4, HEFT 3. OPTIONAL CLADDING SHEET 3.) FOOTINGS PER SCHEDULE H & J AND DETAIL 16/2 TYPICAL SECTION THRU Ye E 6 i 0 IIIIIIIII IIIIIIII�IIIIIIIIIIIIItIIIIIII1IIII .IIIII1III II1.1I1IIIIIIII1 DETAIL 8/2 SIMIUAR SPAN METAL ROOFING PER NOTE I4, SHEET 3. (29 GAUGE) .� 4 (SEE GENERAL 12 (SEE GENERAL 4 NOTES 03.) CLEARSPAN x 0 a s '0 RECEIVED CITY OF TUKWILA PERMIT CENTER G N RADE GRADE JAN 2 2 2002 SHEET SHEETS JRR ENGINEERING, INC. ROOF PANELS ROOF PANEL SCREWS FOR PURUN PER NOTE 14, err 3. EWE CRT 114114 STRAP k NAIL PER DETAR. 12/2. WALL PANEL scnEWS FO/4R GIRT KR NOTE SHEET 3. S -16d (M.) PER SCHEDULE C 2x BLOCK EACH SIDE O. POST / MOTN TO MATCH POST. 4x BLACK FoR DOUBLE TRUSSES. NOTE 14 OR 111. SIR 3. ROOF P FOR OTT 3. SAVE GIRT WALL PANEL FOR ORT PER NO 9f• 3. WALL PANQS PER NOTE 9 OR 91 S HT 3. 1 1 1 1 1 -1/2' SON ( OR EQUAL W/ 10d x 1 -1/2' NAILS PURER DONAU. POST TRUSS TRUSS BRACING SHEET /2. 8 -16d EACH SIDE. (INSIDE PLY OILY F 2 -PLY.) DUAL 2/2 SCREWS PER eon 94, !CZ; SHIM RAFTERS BLOCKS TO MATCH MOTH Of INTERIOR POST. 2x 8LOC1( EACH SEE OF POST W/ WDM TO MATCH POST. 4x BLOCK FOR DOUBLE RAFTERS. NOT TO SCALE SNIP. A.E 'A23' EACH SCE Of PG. AD LONG LEG ON POST, 100 x 1 -1/2' ILAIS 11 � I~ 1 (11) NOT TO SCALE 1 -1/2' 4 0 mitamenak POST PER SCHEDULE A WIDEST DMENSION Of POST U.N.O. SECTION AT SAVE ROOF PANEL SCREWS PER NOTE 94, 3. 4 •16d 0 EACH TRUSS TO DONAU. POST (SALE AT CORNER POST) TRUSS TOP CHORD WALL PANELS WIDEST DI ENSION OF ENDWALL POST U.N.O. SECTION AT ENDWALL W/ TRUSS NOT TO SCALE a O.C. STAGGERED NAIL 2 -PLY RAFTERS TOGETHER IV/ 104 • (2) BOLTS PER 0 PER SCHEDULE A POST (PT) RAFTER PER SCHEDULE 0. EQUAL NUMBER EACH SIDE OF POST. TION FOR BUILDINGS WITH A CONCRETE SLAB. THE UPPER 12' OF SOL MAY BE COMPACTED FILL BCKFILL & CoMPACr10N PER NOTE 99. SFfR 3. 6' CONCRETE PAO CR BAGS Of CONCRETE M% PER SCHEDULE N AND P CD t s EMBEDDED POST FOOTING W/ PAD 2 NOT TO SCALE ROOF P F 1 R PURUN EAVE CRT w/ 3 -164 2:441 FASCIA is (TIP) be LOOKOUT EACH SOE of POSE WALL PANEL SCREWS FOR GIRT NOTE 94T 3. WALL PANELS PER NOTE 94 OR 911, SKT 3. • 3, 3. a • • 2 -1 EACH PURL)/ EACH RAKE RAKE 80.14 PER SCHEDULE FF NO RAKE OR BLOC% THIS SIDE 'MEN SINGLE RAKE ALLOWED LEA11- TO LAP TO THAN TANN 6,4 STUB POST 10 MATCH 9 RIIFIEFIS PER SCHEDULE 0 6X BLOCK W/ TO MATCH O T E T 3- 1 N I6` 4 -164 (TYP.) t SCREWS SECT. AT SAVE WITH OVER NOT TO SCALE BAY ROTH SCREWS FOR GIRT T 3 xl II� H. SH . I 2x6 FA ASCW I 1 WIDEST DOWEL POST U.N. . ECTION AT ENDWAI.L W/ OVERHANG NOT TO SOLE METAL ROOF WHEN LEAN IS LESS PPER�SCI#DULE 2x BLOCK BOL B ACK O T MOTH MATCH STUB 48 BLOCKS DOUBLE NOT TO SCALE POST • 24' MAUL RAKE J BEAM P 94 eLoaano 10 TRUSS S T 0-164 RAKE TO ODwALL POST FOR CONTINUOUS RAKE. (6-164 FOR SINGLE SPAN AND AT CORNER POST.) (TYP.) 2 x BLOCK W/ WIDTH • MATCH POST. W/ 6 -16• (TYP.) w/ 12 -164 FOR BEAMS.) ( WALL P (2 CK 164 EA. LOOK 2X4 BLO 4 (TTP RULE SO C EXA 2 x CX EACH SIDE OF POST W/ WIDTH TO MATCH POST. 4x BLOCK L DI ENSION uxo. 7 -164 METAL ROOFS TO OVERLAP RAFTER 4 ANN WHDI LEAN -T0 � TO POST M N IN �AAPE 1 -i /Y TIP. PURUN 1 . i (2) BOLTS FOR TWTER SPNI • / I J4'• (14' MN I) 6 SPAN (14' ) C • • ffiTE FOR TRUSS SEE DETAIL 1/2. LEAN -TO /BUILDING CONNECTION w tc NARROW DENSION 1 1 SF POST. o MATCH I f StOEYXAlt POST) NOT TO SCALE 2x4 10 w/ 4-16d MAY NOT BE RED.. 4. 2x4 T-41 ALTERNM TOE HMI. 2x4 POST w/ 2 -164 NIL 2x4 •• W/ 6 -164 INTERIOR POST BRACE DETAIL ROOF PANEL SCREWS FOR PURUN PER NOTE 94. 2.4102 LONG BLACK. NM. TO EACH TRUSS W/ 2 -16d. TOOL L EACH PURUN TO EACH TRUSS W/ 2 -164 AS SHOWN. NM. PURUN TO PURUN SPLICE PER DETAL 3. BLOCK W% (3) Ibd TO (NOT SHOWN) 16d NALS SPECIFIED ABOVE AY BE 0.131'4 DIA. x 3 -1/4 LONG & SALE QUNU11Y. O 2 SECT. THRU PURUN AT TRUSS /RAFTER NOT TO SCALE PANEL SCREWS RAKE BEAM PER 94. SKI 3. BAY 11001 24' MAX. TOP OF CONCRETE 3 -164 TO BLOCK 2 -16d TOENAIL EACH PURUN TO TRUSS TRUSS ENDWALL POST Z :, W/ 3-1 10 TRUSS OR RAFTER PURUN WALL PANEL SCREWS SAME AS FOR GIRT PER NOTE 94. 94T 3. 2x6 FASCIA W/ 3 -164 TRUSS TOP CHORD PANELS �- -� WIDEST 11UO1SON E 4OYKALL POST U.N.O. SECTION AT ENDWALL W/ OVERHANG NOT TO SCALE BrriMi 111 V GIRT SP TE STRAP W NAR1S PER ALTERNATE LOCATION OF TIE STRAP 1 STRAP te:LTE; nE STRAP SHT NOTE 3. 2 -104 x 1 -1/2' NAILS AT EACHH GIRT 0 MAY NOT BE REO'D NOT TO X 1 -1/2' M SCALE STEEL STRAP PER NOTE 910. OYT 3. BOO AROUND POST. (CONNECT AT TOP -4,NY of , �MIM o 1 16 -10d MN. OCTAL SH owN 15 FOR BRACED WALL SEGMENTS PER SHEET 4 OF 5. Spt A T 3 -164 EACH GIRT 90EWALL POST SPRUCE GOT STRAP /POST CONNECTION NOT ro SCALE EMBEDDED POST PER PLAN 2'• x 4' DEEP FTO UNLESS LARGER SIZE rooms ARE REQ'D PER SNr 3. 164 EACH 51X. ONSIDE ONLY F 2 -PLY.) NOT TO SCALE TOE NM- T-GMT TO POST W/ 3-164 2x6 CRT. FACE NAIL TO POST W/ 3-164 DRIVEN AT ANGLE (TYP.) WALL PANFI.S PER NOTE 3 µ 0R911. SHT ALTERNATE CRT: 2x4 2x4 T -01115 O 2e 0.0. W/ 2 - 164 PER CONNECTION. NAIL TOGETHER W/ 160 0 4' O.C. 2x6 GIRT. FACE NAIL W/ 3 -16d 2x6 T -CRT. NM. GIRTS TOGETHER W/ 16d • 3 O.C. (TYP.) ALT 0.131'11 x 3 -1/4' LONG NM. 0 3' 0.C. WALL GIRT DETAIL NOT ro SCALE • • 5/6' GYPSUM WALL BOARD TYPE BLOCKED AT EDGES. USE 64 COOLER OR WALL BOARD MILS OR EQUAL • 7' 0.0. POST TO BE C W/ CYPSUI W 6T 10 SCM..E RAFTER PER SCHEDULE 0 • (2) BOLT PER SCHEDULE 0. OF POT W WIDTH TO MATCH KRAFTERS. POST K 1 NOTE: ROOF * WALL PANELS AND TRUSS/ CONNEC110N DETAIL 1/ 5 /6' GYPSUM SHEATHING TYPE 'X'. 54 GALV. N • 9' o.0. 2.4 1-GRr • 24' O.C. SEE OETM. 12/2 FOR 1-011 HARING. PANELS PER OR 911. 1 -HOUR FIRE SEPARATION WAL 1 I(I ■ R. II. • I I ■ • • - 5- EACH PLY (2) SCHEDULE 00fR 2x BLOCK EACH SIDE Of POST W/ MATCH POST. 4x BLOCK FOR DOUBLE EACH RAFTFJL 6G E F 2 -PLY.) • • .I I• . I• WOTH �� 1 -1/2' WTERIOR POST PER SCHEDULE K tr . R P v ► WALL. PANEL SCREWS 9 A GIRT 3. NOTE 164 GALVANIZED 0 IV o.e. 2x6 P.T.'CRr TRUSS ANCHOR 9MPSON ?ETA 16' W/ 164 NARS. BEND AROUND POST (2) OR (EH SIDE) EXCEPT (1) ANCHOR FOR CORNER POSTS. T. FLAT. w/ TAMED 10 EACH 2x10 (2) 1/2 M 6) 164 NAILS 2 %10 r0 POST 2x6 P.T. 2.10 P.T., EA. SIDE Cf PCST, PLACE 2' FROM BOTTOM 3-164 PURUN TO POST ST 11 I)1(I: USE P.T. 7-GIRT AS PER DETAIL 12/2 . t y A. AT BASE OF *ALL WHEN NO SLAB. „ , L�}U NOT BASE GIRT D�T AIL ... -1- 1 .10 • ONNCTI 4' CONCRETE FLOOR SLA8 4' MIN. EMBED. vt 2'•x4' DEEP UHIESS REOURED 4X OR 6% POST BACKFLL PER DETAIA. 16/2. BRACED WALL POST ANCHO GE NOT TO SCALE a, PURUN 3-1 E 2x LEDGER PER SCHEDULE F. NARL TO RAID: BG,11 w/ 164 0 12' 0.0. STAGGERED. POST PER SCHEDULE 8 BLOCK SIZE TO MATCH POST OR BUILD TO MATCH 3 -164 PURUN TO BLACK (NP.) WALL WIDEST DMEN ENOwAU. POST U. SECTION AT RAKE NOT TO SCALE . NOTE: ROOF k WALL PNCS AND TRUSS /POST CONNECTION PER OETML t /2. 2 x BLOCK TO MATCH POST WIDTH. HIRED TO POST BLOCK / PURUN DOME 10 CORNER POST) BLACX 11/ W0114 WATCH POST. (4-164 AT 6-164 AT POST.) z 6 BLACK. TO MATCH SLOPE / 6 -164. METAL RoonNo 4-164 EACH MEMBER EACH SIDE / - � / W�lS�ll r-I 1 I • ( r •I I • I I CONTINUOUS RAFTERS PER SCHEDULE 0 (AS SIV*18 OR TRUSS TOP CHORD OR REAM 0 2 NO POST RIDGE CONNECTION NOT TO SCALE 214IE: BEAMS CANTILEVERED MOLL MR LL POWS. • a • CRTS PER DETAIL. 12/2 6-100 (TYP.) 4- 164 A TOOMI, 2x4 � ENER T THRU PLT6000 U .N. 0 1 2 MAX. WALL CLADDING 2X6 PER A 4 BOTTOM GIRT SFCTION A -A 3/6 UN • a'- OF STFFEHERS AND 2x4 !nr •46' 0.0. C - PETAL MULL PANELS Y11000 NVLED TO DUTCH GAMBREL DETAIL NOT TO SCALE ON EDGE CRT EXPIRES /0 /Z z W w z_ 0 W On 1= Z 8 o O O q 0 0 A Y cc 11 1' -e• LAP MN, () ATTA EITHER SAUCE CONFIGURATION MAY BE USED AT THE B;JL DER'S DISCRETION. PANELS - PURENS PER SCHEDULE D 1.- LAP (•) TRUSSES 011 RAFTERS (TYP.) O 2 PURUN SPUC DETAIL MN TO S -3 -164 EACH ENO OF LAP C. Post AS 94OWN OR (5) 0.131' OA. x 3 I /4' LONG EACH ENO Of LAP ROOF PANEL S ..... NOTE 94. SKI 3. LEWER XHEDULE F Q NAIL IL TO RAKE BEAM W/ 164 • 12' 0.C. STAOCER£D. POST PER SCHEDULE 8 3 -164 AT POST UEDGER SUPPORTS PURUNS MO NOT EXTEND TO ATTACH 10 POSTS. L 1 1 111 11 111 111IIIIII1111111llll1 111 11111 11 11111.11.111111111i11 1_ 5A 2 SECTION AT RAKE NOT TO SCALE RAKE BEAM PER SCHEDULE F -3-164 RARE 10 EACH PURUN 4 C 2 . BLOC K W/ MOTH 10 MATCH POST. NAIL W/ 12 -164 (7 -1641 AT CORNER POST.) WALL PANELS WIDEST 06,IENSION OF LL DIDWA POST U.N.O. OE�M4 F PER ROOF PANEL SCREWS FOR RAKE PER NOTE 94. SHF J. 3 16d RAKE NAIL 166.4' 10-1 To 2 OF 5 STS =60 z z W 0 0 W Z W RECEIVED CITY OF TUKWILA AN N 2 2 200, PERMIT CE NTER M h 0 c0 Ox tD 0 tn of F- &) • N z a o °O Q O • .X >_ 317 C3 Q rL3� Q>o 3 32 c • Z h N LJ O �� c0 c0 POST SPACING EAVE HEIGHT FOR SPANS EXCEEDING: TO 10' BLDG. WIDTH (SPAN) EAVE HEIGHT BLDG. WIDTH (SPAN BLDG, LENGTH 0 E STRAP PER DETAIL 11/2 LDG. LENGTH QTY NAILS 0 48" 0.C. (ALTERNATING) -HF BAY SIZE EAVE HEIGHT FOR SPANS EXCEEDING: SIDEWALL POST SCHEDULE ALL BUILDING WIDTHS TO 40' NOTE : ALL CORNER POSTS 4X6 - ORIENTATION NOT CRITICAL EXCEPT IF ADJACENT TO AN OPENING THEN WIDEST DIMENSION OF POST IS TO BE PARALLEL TO THE THE WALL OPENING. PURUN SCHEDULE INTERIOR RAFTER SCHEDULE GRID SYSTEM NOTES: ALL BLOCK BOLTS 3/4" 0 FOR SPANS WITH NO CANTILEVER, SCABS ARE TO BE 8' -0" LONG MIN., CENTERED IN SPAN AND ON RAFTER, AND NAILED TO RAFTER W/ 10d AT 12" O.C. (STAGGERED). FOR SPANS WITH CANTILEVER DO NOT USE SCABS. USE DOUBLE THE QUANTITY OF MAIN MEMBERS. BAY SIZE 10' 12' 14' 12 HF NO.1 FL NO.1 (2)2X10 DR. (2)2X10 DR. NO.2 + (2)2X10 SCABS BAY RAFTER SPAN SIZE 10' 12' 14' 10' 12' 14' (2)2 " (2)2X12 (4)2X1 0 (2)2X10 H.F. NO.1 (2)2X10 DFL N. (2)2X (2 2 . (2)2X12 + (2)2X12 SCABS )2X12 DFL NO.2 (2)2X10 DFL NO.1 + (2)2X8 SCABS (4)2X10 DF NO.2 (2)2X12 + (2)2X12 SCABS (4)2X12 HF NO.2 ENDWALL POST SCHEDULE NOTE : FOR AU. EAVE HEIGHTS LESS THAN 11', USE 4X6, EXCEPT AT 26, 28', 38', & 40' SPANS, USE 6X6 RAKE BEAM W/ OVERHANG SCHEDULE 10' (2)2X10 ( 1 )2X 1 2 (2)2X10 (1)2X12 (2)2X10 2X12 W /2X= CAB 0 NOTE BEAM SPAN 12' 2X12 W/ . S «• . . 2X10 2. DFL NO. 2 W/ 2X10 SCAB >K 0 (2)2X12 * FOR THIS ALTERNATE THE RAKE BEAM IS TO HAVE NO CANTILEVER SPAN. SCABS ARE TO BE 8' -0" LONG MIN., CENTERED IN SPAN AND ON RAFTER. CONNECT SCAB AS SHOWN AND USE DETAIL 50/2. (2)2X10 DFL NO.1 INTERIOR POST SCHEDULE SIIIi4YS ? 14' (2)2X12 (2 . DFL NO.2 (2)2X12 . • 1 (2)2X12 DFL NO.1 * THESE POSTS TO BE BRACED PER DETAIL 17/2 OR USE 6x6 POST. ( Od 0 12" O.C. STAGGERED) FOOTING SCHEDULE (WITHOUT CONCRETE SLAB) HOLE DEPTHS 4' -0" U.N.O. • - HOLE DEPTHS 4' -6' a. - HOLE DEPTHS 5' -0" ' *• - FOR EAVE HTS Z, 14', USE HOLE DEPTHS 5' -0" AT ENDWALLS. HOLE DIAMETERS SHOWN ARE A MINIMUM 2. SEE SHEETS 4 & 5 FOR OTHER FOOTING REQUIREMENTS. TRUSS BLOCK BOLT SCHEDULE 3 4 i MACHINE BOLTS W/ WASHERS BAY SIZE 10 TRUSS SPAN SEE DETAIL 1 /2 RAKE BEAM SCHEDULE 2X10 W/ 2X4 LEDGER DETAIL 5A/2 LEAN -T POST HTS. DEEP. SIDEWALL POSTS OF A LEAN -TO STRUCTURE 3 OF 7. 4X6 POSTS SH SCAB, 3/4 FULL ITT & TO (2� ROWS OF16d04" WITH DEPTH PER SC BEAM SPAN 12' 2X12 W/ 2X6 LEDGER 12 HF NO.1 AT 14' BAY) G POSTS ARE TO BE 4X6 HF 2 -TO BLDG FTNGS ARE TO SEE HTS 4 & 5 FOR CLADDING REQ.'S, IF ANY. O EAVE GIRT TIE STRAP NOTES; DETAIL 5A/2 N STRU BE E H OR J, 14' 2 LEDGER DETAIL 5B/2 LEAN -TO INFORMATION -TO BLDG TO OF CONSTRUCTED BLTG ADJACENT ONLY ALL 0x4' SUPPORTING SC E HAVE 1 2X6 P.T. DULE A, SHT W GRO ND LEVEL W/ SHALL BE 2'0 . ET30F7. ENDWALL PO ' THE MAIN STRUCTURE PORTING A LEAN-TO - •CTURE SHALL BE PER SCHE. • 8, SHEET 3 (6X6 POST MIN.). FTNGS SHALL EMBE'' -" PER SCHEDULES H OR J, SHEET 3 OF NOTES; 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE 1997 EDITICA, OF THE UNIFORM BUILDING CODE AND AS AMENDED BY LOCAL JURISDICTION. 2. TRUSS DESIGN, FABRICATION AND INSTALLATION SHALL CONFORM TO THE 1997 EDITION OF THE UNIFORM BUILDING CODE AND AS SHOWN ON THESE PLANS. ENGINEERING DESIGN AND SHOP DRAWINGS SHALL BEAR THE STAMP OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. TRUSS BRACING SHALL BE IN ACCORDANCE WITH THESE PLANS AND WITH THE TRUSS DESIGN DRAWING. 3. THE DESIGN SHOWN ON THESE PLANS ARE FOR MISC. STRUCTURES AS DEFINED BY U.B.C. SECTION 1824 AND FOR ENCLOSEQ STRUCTURES ONLY. DESIGN LOADS: SNOW LOAD: 25 PSF WIND LOAD: 80 MPH, EXPOSURE B (25% REDUCTION IN WIND STAGNATION PRESSURE ALLOWED.) 11. 1. NAIL QTY'S SHOWN ARE EACH SIDE OF SPLICE. 2. SEE SHEETS 4 & 5 FOR POSSIBLE LARGER SP • .: ' EQUIREMENTS. ,$,QIL BEARING (ALLOWABLE): 2000 PSF LATERAL: 200 PSF FT OF DEPTH 400 PSF / FT OF DEPTH AT FACE OF POSTS SFISMIC ZONE 3 4. ROOF & WALL METAL PANELS SHALL BE 29 GA BHP NOR CLAD, OR EQUAL, HAVING 80 KSI MIN. YIELD STRENGTH. ROOF PANELS SHALL BE FASTENED WITH 14 x 1 -1/2" SELF - TAPPING SCREWS AT 9" O.C. ALONG EACH PURLIN AND EACH RAKE BEAM AND #12 STITCH SCREWS AT 24" O.C. ALONG EACH LAP. WALL PANELS SHALL BE FASTENED WITH #9 x 1-1/2" SELF TAPPING SCREWS AT 9" O.C. ALONG EACH GIRT. 5. LUMBER SHALL CONFORM TO THE FOLLOWING UNLESS NOTED OTHERWISE (U.N.O.) ON THESE PLANS: '2X4 THRU 2X12: HF NO. 2 , STRUCTURAL POSTS: 4x6 HF NO. 2 S4S 6x8 & LARGER HF NO.1 BLOCKING: HF STANDARD AND BETTER 6. EMBEDDED STRUCTURAL POSTS SHALL BE PRESERVATIVE TREATED FOR 0.60 pot RETENTION IN CONFORMANCE WITH AWPA C15 OR C16. ALL OTHER LUMBER IN CONTACT WITH SOIL OR CONCRETE, OR EXPOSED TO WEATHER SHALL BE PRESERVATIVE TREATED FOR 0.40 pct RETENTION IN CONFORMANCE WITH AWPA C2. NAILS, BOLTS, AND METAL HARDWARE USED WITH PRESERVATIVE TREATED LUMBER OR BELOW GRADE SHALL BE GALVANIZED. 7. BOLTS SHALL CONFORM TO ASTM A307 AND HAVE CUT WASHERS UNDER EACH HEAD AND NUT U.N.O. 8. CONCRETE FLOOR SLAB SHALL HAVE A 28 -DAY MINIMUM COMPRESSIVE STRENGTH OF 2000 psi. SPECIAL INSPECTION IS NOT REQUIRED. 9. BACKFILL FOR EMBEDDED POSTS SHALL BE GRAVEL BORROW PER WSDOT SECTION [9- 03.14(1)], COMMON BO,R 03.14(3)), GRAVEL BACKFILL FOR WALLS 9- 03.12(2)] OR SAND PER 9- 03.13. IMPORTANT: BACKFILL SHALL BE WELL- COMPACTED FOR PROPER PERFORMANCE OF THE BUILDING, ON -SITE SOIL MAY BE USED PROVIDED IT MEETS THE REQUIREMENTS AS PREVIOUSLY LISTED. 10. STEEL STRAP SHALL BE SIMPSON CS18 OR EQUAL. 19/32" T1 -11 OR LP SIDING MAY BE USED IN PLACE OF METAL PANELS ALONG ENDWALLS AND SIDEWALLS. SIDING SHALL BE NAILED WITH 8d COMMON OR GALVANIZED BOX NAILS AT 4" O.C. ALONG PANEL EDGES AND 12" 0.C. IN FIELD. ALL EDGES OF SIDING TO BE BLOCKED. FOR SHIPLAPPED EDGES BOTH PANELS SHALL BE EDGE NAILED WITH 6d AT 4" 0.C. IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 12. CONSTRUCTION OPTIONS WHERE SHOWN, ARE AT THE BUILDER'S DISCRETION. 13. NAILS TO BE COMMON WIRE, UNLESS NOTED OTHERWISE. CI' ED OF /V 14. a) WHEN DOOR /WINDOW ASSEMBLIES OCCUR IN ENDWALLS SEE SHTS 4 OR 5 OF 5. WHEN DOOR/WINDOW ASSEMBLIES OCCUR IN SIDEWALLS, THE MINIMUM t.JJ N 2 2 CLADDIN ,� NTS): 2002 OR SPANS s 28', SIDEWALL C DING OF 30' MINIMUM FOR ONE OR FOR 28' < SP ' BOTH SIDEW " COMBINED , ALL CLADDING OF 48' PERMIT CeNTt_P MINIMUM OF WHICH 1/4 & 3/4 OF TOTAL LENGTH MAY GO TO OPPOSITE SIDEWALLS FOR 28' < SPANS < 40' & LENGTH < 28', EACH SIDEWALL TO HAVE MINIMUM OF 17' CLADDING EACH ENDWALL TO HAVE THE MINIMUM CLADDING SEGMENTS LENGTH: 15' OF CLADDING - 40' MAX. SIDEWALL LENGTH 30' OF CLADDING - 80' MAX. SIDEWALL LENGTH 45' OF CLADDING - 120' MAX. SIDEWALL LENGTH HOWEVER ENDWALL CLADDING LENGTH MAY BE REDUCED AS FOLLOWS: REDUCED BY 7' WHEN BRACED WALL TYPE 0 USED AT ENDWALL REDUCED BY 11' WHEN BRACED WALL TYPE ® USED AT ENDWALL E �' REDUCED BY 18' WHEN BRACED WALL TYPE LD USED AT ENDWALL POST FOOTING SCHEDULE (W/ CONCRETE SLAB) NOTES; GRID ALL FOOTI FO SCHEDULE 18" DAM R, 4' -0" DEEP 1. HOLE DEPTHS 4' -0' U.N.O. ' - FOR EAVE HTS 2 14' AND WHERE BLDG WIDTH Z 32', USE HOLE DEPTHS 4' -6" AT ENDWAL LS. HOLE DIAMETERS SHOWN ARE A MINIMUM 2. SEE SHEETS 4 & 5 FOR OTHER FOOTING REQUIREMENTS. Eave (H) = 12' max, Roof Slope .4:12 MINIMUM LENGTH OF ENDWALL CLADDING Note; Segments to be min. D/3.5 (min. of 2' -6" long -8' Eave) * (See Note 6) D = Door Height LENG FOR H 10' MAX, (2) 3' SEGMENTS W/ (2) STRAPS EA. SEGMENT (SIM. TO (D) MAY BE USED AS AN ALTERNATIVE 0 ONLY ONE ENDWALL (1/4 LENGTH). OTHER ENDWALL TU HAVE LENGTH AS FOR (S ' IM TO W D) 8' AY DOOR USED (2) AN ALTERNATIVE 0 ONLY ONE AENDWALL, NOTED ABOVE BRACED ENDWALL SPAN LENGTH Eave Height (H) - 16' max, Roof Slope 4:12 MINIMUM LENGTH. OF ENDWALL CLADDING Note: Seg(Semene ts Note to 6 1. THIS DRAWING IS INTENDED FOR WHEN THERE ARE DOOR/WINDO ASSEMBLIES IN THE BUILDING - ARE USED IN CONJUNCTION W SHTS PLANS WIND: 80MPH, EXP B. 2. FOR A GIVEN BUILDING EAVE HEIGHT THERE ARE TWO TABLES OF WALL CONSTRUCTION TO CHOOSE FROM. IF THERE IS INSUFFICIENT LENGTH OF ENDWALL CLADDING TO MEET THE REQUIREMENTS OF THE UPPER TABLE THEN THE APPROPRIATE BRACED WALL TYPE LISTED IN THE LOWER TABLE MAY BE USED FOR EACH ENDWALL THE BRACED WALL TYPES ARE SHOWN BELOW. 3. IN BRACED WALLS THE BRACED SEGMENTS MAY BE LOCATED ANYWHERE ALONG THE WALL BRACED PANELS ARE TO CONSIST OF SIMPSON CS16 STEEL STRAPS OF THE QUANTITY INDICATED. BRACED WALLS TO BE MADDED. 4. THE BRACED ENDWALL TABLES ARE FOR ENDWALL. USE 4X6 P.T. FULL HT POSTS EMBEDDED INTO 2' 0 X 4' DEEP FTNGS 0 EACH END OF EACH BRACED WALL SEGMENT PER DETAIL 20/2, UNLESS LARGER SIZE POSTS & FTNGS ARE RE • UIRED PER SCHEDULE ON SHEET 3 OF 5. 5. FOR NON- TRUSSED ENDWALLS, W/ DOOR/WINDOW ASSEM.'S & ALL ENDWALLS FOR BLDG LENGTHS > 60', USE 1 A CONT. GIRT (FULL SPAN LENGTH) 0 TOP OF ENDWALLS OR 2) USE SIMPSON CS16 -(16) NAILS EA. END, SIM. TO DTL 11/2. 6. FOR ENDWALLS THAT DO NOT MEET THE REQUIREMENTS OF SHEET 4, USE SHEET 5 OF 5. 7. ILSE 6' OF ADDITIONAL CLADDING OR BRACED WALL TYPE FOR EACH ENDWALL(S) SUPPORTING THE LEAN -TO STRUC. 8. EACH SIDEWALL TO HAVE THE MINIMUM TOTAL CLADDING SEGMENT LENGTHS OF: 12' FOR UP TO 28' MAX SPAN 17' FOR 28' < SPAN < 40' BRACED WALL TYPE: SEE NOTE 4 EMBEDDED POST SIDE PER NOTE 4, TYP. ro 5' MIN. -12' HT 8' MIN. -16' HT (2) STRAPS -� 5' MIN. -12' HT 8' MIN. -16' HT 10' MIN. -12' HT 16' MIN. -16' HT (1) STEEL STRAP SEE NOTE 5 (2) STRAPS EMBEDDED POST EACH SIDE PER 'NOTE 4, (1) STRAP r- --, 10' MIN. -12' HT 16' MIN. -16' HT (2) STRAPS (1) STRAP 1/2" CDX PL 0QD MAY BE SUBSTITUTED FOR BRACED WALL TYPES (A) -(C) USING SAME WIDTHS. ALL PLYWOOD EDGES MUST BE 8L0CKED, MIN. 3- NOM. USE 8d NAILS: EDGE 0 3" 0 SEEMED IATE FRAMING 0 12" O.C. CITY OF TUKWILA JAN 2 2002 PERMIT CENTER v 0 SHEET SHEETS SEE 6X6 DESIGN 36' ABOVE Eave Heir 'H) 12' max, Roof Slope, .2 MINIMUM # OF 6X6 POSTS ,g,% • Use 6x6 corner posts and include them s part of the min. # required, as Iiste elow. See notes 6 & 7. AN LENGTH MINIMUM # OF 6X8 POSTS Asatft; Use 6x6 corner posts. Do not inclu5ie them as part of the minimum # required, as listed below. See notes 6 & 8. SPAN LENGTH Love Height (j) s 16' max, Roof Slope 4:12 MINIMUM # OF 6X8 POSTS . Note: Use 6x6 corner posts. Do not include them as part of the minimum # required, as listed below. See notes 6 & 8. NOTES; 1. THIS / DRRAWING IS INTENDED FOR u�E WHEN THERE ARE I MQ EQQEQ�F7NGS P� U ED I BCONJUNCT ON W SHTS 5 O 5, BAST 80MPH, EXP B. 2. FOR A GIVEN BUILDING EAVE HEIGHT THERE ARE THREE TABLES OF POST DESIGNS TO CHOOSE FROM. 6X6 HF #1 CORNER POSTS ARE TO BE USED ON THE ENDWALL(S) WITH DOOR/WINDOW ASSEMBLIES. THE TOP LEFT TABLE LISTS THE REQUIRED NUMBER OF 6X6 HF #1 POSTS, INCLUDING THE CORNER POSTS. THE REMAINING THREE TABLES UST THE REQUIRED NUMBER OF 6X8 OR 6X10 will POSTS NOT INCLUDING THE CORNER POSTS. TH WIDEST DIMENSION OF THE 6X8 & 6X10 POSTS ARE TO BE PARALLEL TO THE ENDWALL(S). 3. SEE PLAN ON SHEET 1 OF 5 AND ENDWALL POST SCH. B ON SHT 3 OF 5 FOR OTHER ENDWALL POST REQUIREMENTS. 4. FOR NON- TRUSSED ENDWALLS W/ DOOR/WINDOW ASSEM.'S & ALL ENDWALLS FOR BLDG LENGTHS > 60', USE 1) A CONT. GIRT (FULL SPAN LENGTH) 0 TOP OF ENDWALLS OR 2) USE DT SIMPSON CS16 -(16) NAILS EA. END, SIM. TO L 11/2. DTL 20/2 NEED NOT APPLY. 5. USE (1) BRACED WALL TYPE 0 , PER SHEET 4 OF 5, ANYWHERE ALONG EACH SID ' LL. SEE BRACED WALL REQUIREMENTS PER NOTES 3 - 5 ON SHEET 4 OF 5. . 6. FOR "1/4 T OF POSTS ": ROUND UP TO NEAREST WHOLE #. & W 2 5, R OUNDING A D OW N TO NEA OF WHOL G M AY BE USED. 7 2X/6 PLACE SCABS, 63i/44 POSTS, MAY USE & TO 2 POSTS GROUND, PER (6X6 ROWS OF REMENT O LO W E FOOTING SIZE 8. IN PLACE OF 6X8 (OR 6X10) POSTS, MAY USE 6X6 OR 6X8) POSTS W (2) 2X6 P.T. SCABS, 3/4 FULL HT & USE TO FTG BELOW PER 6x8 W6x102)POST ROWS ENTS BELOW. 9. EACH SIDEWALL TO HAVE. THE MINIMUM TOTAL CLADDING SEGMENT LENGTHS OF: 12' FOR UP TO 28' MAX SPAN 17' FOR 28' < SPAN < 40' LATERAL POST(S) LAYOUT CONT. EACH POST TO ROOF UNE 6X10 POST: CONN #1 TOP OF OPENING (W /OUT CONC. SLAB) 2' 0 X 5.0' DEEP 2' 0 X 6.0' DEEP USE CONC. SLAB BOTTOM TRUSS CHORD OR CONT. GIRT CITY CLADDING PERW EMBEDDED POSTS INTO FTNGS, PER SCHEDULE LISTED BELOW, TYP. CONC. SLAB) .5' 0 X 4.0' DEE X 4.5' Dt 2' 0 X 5.0' DEEP 2X BLOCKING TO POST W/ 16d 0 3" USE #9 X 1 _1/2" SEI r POST TO TRUSS CONN lit do CONN #2: (5) 16d TO TRUSS CONN #1 & CONN #2: (8) 16d POST TO TRUSS CONN #1 & CONN #2: (10) 16d - 4x6 6XPOST MINIMUM # OF 6X10 POSTS Note; Use 6x6 corner posts. Do not include minimum # required, as listed below. 7 9 10 JRR ENGINEERING, INC.