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Home My WebLink AboutPermit D02-007 - TENNISON RESIDENCE - GARAGERodger Tennison 16061 51S` AV S D02 -007 Parcel No.: 5379800312 Address: 16061 51 AV S TUKW Suite No: Tenant: Name: TENNISON RESIDENCE Address: 16061 51 AV 5, TUKWILA, WA Owner: Name: TENNISON RODGER Address: 221 SW 153 #173, SEATTLE WA Contact Person: Name: RODGER TENNISON Address: 221 SW 153, #173, SEATTLE WA Contractor: Name: T R CONSTRUCTION Address: 221 SW 153 #173, SEATTLE WA Contractor License No: TRCONI *022NS DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1,380 SQ FT DETACHED GARAGE Value of Construction: $15,000.00 Fees Collected: $419.06 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0017 Public Works Activities: Curb Cut/Access /Sidewalk/CSS: Fire Loop Hydrant: Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Channelization / Striping: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT ** Continued Next Page ** D02 -007 Permit Number: D02 -007 Issue Date: 02/04/2002 Permit Expires On: 08/03/2002 Phone: 206 243 -4321 Phone: 206 243 -4321 Phone: 206 - 243 -4321 Expiration Date: 07/10/2002 Private: Public: Private: Public: Printed: 02 -04 -2002 z w JU 0 0 u) 0 J co u_ w 1 Q = 0 . 1-- _ Z � 1- 0 . Z F- Ill al O co O I— W • W O .. Z W = ; O ~\ Permit Center Authorized Signature: I hereby certify that I have ordinances governing this The granting of this regulating constr Signature: Print Nam doc: Devperm r y >°vz_ City of'i'ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 K ( F _L-2 l 5a D02 -007 Date: and examined this permit and know the same to be true and correct. All provisions of law and will be complied with, whether specified herein or not. oes not presume to give authority to violate or cancel the provisions of any other state or local laws the performance of work. I am authorized to sign and obtain this development permit. Date: t y 2oa Z 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. Printed: 02 -04 -2002 z W cc .J U; 00 U W= J w; w �0 LL. F. Z H Z w , CO_ �. C) I— W W : — O. Z. (D , O z Signature: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 5379800312 Address: 16061 51 AV S TUKW Suite No: Tenant: TENNISON RESIDENCE PERMIT CONDITIONS 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. 8: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 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 c p led with, whether specified herein or not. The granting of this p� rf do: not presume to give authority to violate or cancel the provision of any other work or local laws regulating construe �;, or th • performance of work. Print Nam •: D02 -007 MEttes,nu,r.w. ir e,.».,..........,. *WO ,..-.. H�,.. w..., t„,. •va,...wrrman.n+evm. Permit Number: D02 -007 Status: ISSUED Applied Date: 01/11/2002 Issue Date: 02/04/2002 Date: �P� Z( L Printed: 02 -04 -2002 z 1 w 6 UO co o W = I O u. ? (0 a H w' Z = Z w w U � O— a 1-- w W H H u" O U O z F625-052-000 (8/97) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL _P' EFFECTIVE tiATE08tI6/1998 T R CONSTRUCTION INC 221 SW 153RD 173 SEATTLE WA 98166 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT _ alance Due: $ eed Current Contractor Registration Card: Need to Enter Contractor Information in Sierra: ACTIVITY NUMBER: D02 - 007 PROJECT NAME: TEN NISON GARAGE SITE ADDRESS: 16061 51 AVENUE SOUTH _Original Plan Submittal X Response to Incomplete Letter # 1 DEPARTMENTS: Building Division 1XL Fire Prevention Public Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete kr Comments: Please Route Response to. Correction Letter # TUES /THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Approved \PRROUTE.DOC 5/99 REVIEWER'S INITIALS: CORRECTION DETERMINATION: PLAN REVIEW /ROUTING SLIP Structural Review Required Approved with Conditions )/ Revision #, DATE: 01 -29 -02 After Permit Is Issued Planning Division Permit Coordinator DUE DATE: 01-31-02 Incomplete f l Not Applicable n No further Review Required DUE DATE 02 -28 -02 Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DATE: Not Approved (attac/i coin ents) n DATE: L DUE DATE PERMIT NO.: t €v,{A j 4 BUILDING PERMITS INSPECTIONS 7.7 ■ ❑ l 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 ❑ X 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 401 Special- Grading, Excav /Fill 4013 Special- Retaining Wall 4014 Special- Panels 4015 Special -Smoke Control System • i TENANT NAME: TetAt vr5 11 CONDITIONS X . 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 ... >i<l0003 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 0027 Validity of Permit ❑ 10028 Rack storage requires separate permit 10030 No occupancy of building until final insp by Bldg Div 10031 Comply with requirements ofTMC 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 O will be required for this permit ❑ 10039 Final approval for all TI ‘v/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 ❑ 1004 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 preve flotation" Plan Reviewer: Permit Tech: Date: Date: "1,‘; DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Fire Prevention Structural Approved with Conditions PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -007 PROJECT NAME: TENNISON - GARAGE SITE ADDRESS: 16061 51 AVENUE SOUTH X Original Plan Submittal Response to Correction Letter # DATE: 01 -11 -02 Response to Incomplete Letter # Revision # After Permit Is Issued Planning Division Permit Coordinator DUE DATE: 01-1 5-02 Incomplete Not Applicable n r Jes S r is e �(4Ce Comments: FrNidV u.lr�, If s vt . Qe weave. may( TUES /THURS ROUTING: 44€4,4 are v ' + apps }ca. tote , Structural Review Required ri No further Revie Required DATE: I 1 r O Z DUE DATE 02 -12 -02 Approved with Conditions n Not Approved (attach comments) Not Approved (attach comments) REVIEWER'S INITIALS: DATE: n n DATE: DUE DATE z aa � JU w= J � w u. = W _ Z I Z 1- D U0 0— C3 I-- ww O w z U= O z ACTIVITY NUMBER: D02 -007 PROJECT NAME: TENNISON - GARAGE SITE ADDRESS: 16061 51 AVENUE SOUTH X Original Plan Submittal Response to Correction Letter # DATE: 01 -11 -02 Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division n Fire Prevention Public Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete PLAN REVIEW /ROUTING SLIP Comments: TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required DATE: 11A5' 6 L Incomplete REVIEWER'S INITIALS: C—S3 APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions n Planning Division Permit Coordinator DUE DATE: 01 -15-02 Not Applicable DUE DATE 02 -12 -02 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) n DATE: ACTIVITY NUMBER: D02 -007 PROJECT NAME: TENNISON - GARAGE SITE ADDRESS: 16061 51 AVENUE SOUTH X Original Plan Submittal Response to Correction Letter # DATE: 01 -11 -02 Response to Incomplete Letter # Revision # After. Permit Is Issued DEPARTMENTS: Building Division ri Fire Prevention Public Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUTING: Please Route n Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved PLAN REVIEW /ROUTING SLIP Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n \PRROUTE.DOC 5/99 ('\o Planning Division Permit Coordinator DUE DATE: 01 -15-02 Incomplete ri Not Applicable No further Review Required DUE DATE 02 -12 -02 Comments: REVIEWER'S INITIALS: DATE: Not Approved (attach comments) n DATE: ` 11- O 2— S + a COI eV DUE DATE Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: :+auara.•• ., sruttec tx+. nrlrnaetztva tuuavatsms2.:z:aNa»r:eu t -WOZR .I=VCar w +m, z w re J O O CO CI -J _ W 0 _ . N = I— W _ Z �. I— O Z I— W • 0 • crj 0— Ca I-- W u LL O w Z, U H = . 0 Z ACTIVITY NUMBER: D02 -007 PROJECT NAME: TENNISON - GARAGE SITE ADDRESS: 16061 51 AVENUE SOUTH X Original. Plan Submittal Response to Incomplete Letter # Response to Correction Letter # DATE: 01 -11 -02 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Fi Incomplete TUES /THURS ROUTING: Please Route Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Structural APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS:'"'' Structural Review Required Approved with Conditions Fire Prevention ri CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: Planning Division n Permit Coordinator DUE DATE: 01-15 -02 Not Applicable Comments: No further Review Required DATE: U l• t S • 0 DUE DATE 02 -12 -02 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: • z z QQ JU O 0 w 0. w z J 1- 0) w 0 u_a co w z= E- O Z I- w O • N O I- w • w O ui z OI✓ z MICRO COM SYSTEMS LTD. ATTENTION n n The next image may be a duplicate of the previous image. Please disregard previous image. Other: notice condition approval on m102-006 issuance ACTIVITY NUMBER: D02 -007 PROJECT NAME: TEN N ISON - GARAGE SITE ADDRESS: 16061 51 AVENUE SOUTH X Original Plan Submittal Response to Correction Letter # DATE: 01 -11 -02 Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works n PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Comments: REVIEWER'S INITIALS ''h APPROVALS OR CORRECTIONS: (ten days) Approved Structural Approved with Conditions CORRECTION DETERMINATION: Approved Approved with Conditions n \PRROUTE.DOC 5/99 REVIEWER'S INITIALS: Fire Prevention n Planning Division REVIEWER'S INITIALS: Permit Coordinator DUE DATE: 01-15-02 Incomplete n Not Applicable TUES /THURS ROUTING: Please Route n Structural Review Required n No further Review Required DUE DATE 02 -12 -02 Not Approved (attach comments) DATE: 01, t•o D, DATE: DUE DATE Not Approved (attach comments) n DATE: z � z re ill 6 J 0 O 0 N w U.1 J p w O . 2 g? An H =. z Z I- W uj 2 • p 0 O N . O F- W - w z O = H z Project e ee!nant:: . (� cI I ? (c v\.4/lt. sot. Type of work: ❑ New Single- Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* in Remodel /Addition to Accessory Structure 174, Garages) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: St Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Value of Construction: /6 4 Site Address: 0 1 SI s+ AJC. S cyI 18t Zip: Ta Si r �� u ta r, ( Property w cX� r: �--- , €�er (P n t So vt ,� Floor Area Ratio: (total floor area of all structures divided by the area of the lot) Phone: --2 - 932/ Street Address. 2- I s� 5 � j 1 (7 ) 5 City State /Zip: //City T u 1426 Fax ft: 2-669-23—`0/ 67 ? Urn 51V)Crai, &. f c. Phone: Zdt, -ZY3 - -y32/ Street Address: z z 5(J (c.3,--di / ;ty State /Zip: - / v Fax it: Architect: . Phone: .— Street Address: City State /Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: ` �-- o0� cet— (ewht$o City State /Zip: Phon ZC b- - r ?. 2f Fax It: Street Address: i t Description of work to be done: MLIA.) 1 e� c-L.c, L. 4 -- ,42#4,52._ Type of work: ❑ New Single- Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* in Remodel /Addition to Accessory Structure 174, Garages) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: St Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: sq. ft. Dwelling sq. ft. Covered Deck(s) /39 sq. ft.(Garage /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) *For an Accessory dwelling, provide the following: M 617_ 5 F Lot area _ Floor area of principal dwelling 6 380 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 TUknfILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 ' STAFF USE ONLY Project Number: Permit Number: b `OO 7 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)#: cubic yds. 0 Fill --- cubic yds. Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: ®l Cut / ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ 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: 7- / /--doZ Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 .:'; CrFdYyYr�RY• AY7! C .' ^ryrnu,+reai..4- rsr,ir.,..+ux: imp? yv,, ,,,.ii•r�r.a...ro•.,�......,...- :BUILDING :OWN 76 R HORIZED AGENT: Signature: ALL SINGLE- FAMILY RESI i ENTIA, PERMIT APPLICATIONS MUST B SUBMITTED WITH THE FOLLOWING: DRAWINGS PREPARED I. A REGISTERED ARCHITECT OR PF ~ 'ESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN 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 - 11a). 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) ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ 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). rgi O ri I HEREBY CERTIFY TH PERJURY BY THE LA' Foundation plan and details Floor plan Roof plan Building elevations (all views) Building height Building cross - section Structural framing plans and details necessary to completely describe construction 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. Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. 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. 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 ". Buiidiilg;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 require d -a part of this submittal. SFPERMIT.DOC 2/13/97 AD AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. 0 . A yr, }f{'(�YWl: VYVLnxtaaY,c r.w. �.n +v H. wn.. +..- ,...r. m.o �..hwv...' . • 2roject: . A 1 Type of Ins ction:: n A ress: 0- 040, Date cal le8 ' S e' l' ions: p cla mstruct Date wanted: at . � / i P.m. Requester , 4 / -64 Phon ecee `(3 ^c /20 2 Inspector: I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit COMMENTS: t/lf��tr11 v', c p i �P VW N .�„+ r te„, �r�- C r? C CAL -b F'� Corrections required prior to approval. Date: $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: Z cc W 6 00 N 0 . W I J H W 2 < co = W Z �. ZO ul 0 o _ . 0 E- ta uj OC U LL H 2E LLI U = 0 ~ Z INSPECTION RECORD Retain a copy with permit INSPECTION NO PERMIT NO • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431- 6 0 Project: l - e v Address: Hon (,I .5) ks Special instructions: Type of Inspectio9: ke'm r Date called:: • • ." g.7 Date wanted: Requester: Phone: Approved per applicable codes. n Corrections required prior to approval: COMMENTS: q ‘ett r Wol - (r) ' - • Inspector: Date: Eli Ei $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: !- • • ,• < • Z 00 CO Cf) W I u_ Li 0 2 < l-W a Z l-0 Z 0r LLI uj co 0 — LU C1 I— I 0 0 ( -2 0 I— Date called: S ecial instructions: • Date wanted: Requester: 00 / Phone • ••• ..• • INSPECTION RECORD 'Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 PERMIT N (206)431-3670 Approved per applicable codes. COMMENTS: k),(...c. Inspector: Date: 87 ( E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee m st be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectio Receipt No: Date: Corrections required prior to approval. z. z re 41 6 = 00 coo u.1 Ili I w 0 < _CO 1 . 1 . 1 Z O . z 0 0 0 I- 111 I— El . L 0 D. 0 I • z Project: — 1-einm,A1O-N Type f Inspection: c ric(,/citoi Date calle • d. __.) '- - I 8 - 0)- Address: 1600 5/ Av.'S 0. Special instructions: : . :.. Date wanted: * 1 Wm Requester. -0 T Phone: 0106 :2 Li 3- 3)1 0 z INSPECTION RECOR Retain a copy with permit INSPECTION NO. " CITY OF TUKWILA BUILDING DIVISION: ' 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 pproved per applicable codes. 111 Corrections required prior to approval. COMMENTS: S) • a r of („Ted v S Pre% it-L . 1 en C pi \led aecAr LU \ Acirk,on re • OrA■ \‘‘ ( f 2V ri 0.e.zt 0 V -\.. 1 SPr (1 e Inspector: ? )...1 4 0 4._ Date: $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: ••: e < • re Ui 6 D O 0 (i) 0 COW W I -J w 0 g 11 u_ < w • ° I— I." Z 0 ZI C 11J ui 0 = Ui 11 0 tii O • /— Z P oject: " ", t - Al- n red. fi c _€ Ty of Inspec on: " Ail r) n Ad ress: / Date called: / Special instructions: Date wanted: r1 ,p rih. 1 2 2'�t l oZ p.m. Request 4 1(%( Mill Pone: INSPECTION RECORD Retain a. copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. " Li Corrections required prior to approval. CO NTS: cNA CNt.a a at 6300 Southcentet{ Blvd., Suite 100. Call to schedule reinspection. Receipt No: (4,1A• 2/1,1(.4 47.00 REINSPECI "FEE REQUIkED. Prior to inspection, fee must be paid Date: K;. m rS»r LINMSSMORIMMV RECEIVED CITY OF TUKWILA JAN 1 1 2002 PERMIT CENTER RECEIVED CITY OF TUKWILA JAN 2 8 2002 PERMIT CENTER structural calculations for detached garage live load dead load lateral load seismic zone 3 roof wind load loads garage front wall panels partial foundation plan east wall foundation wall at shear wall shear wall panel elevation shear wall elevation ACTIVITY NUMBER: D02 -007 PROJECT NAME: TENNISON GARAGE SITE ADDRESS: 16061 51 AVENUE SOUTH _Original Plan Submittal Response to Correction Letter #, Revision #, DATE: 01 -29 -02 X Response to Incomplete. Letter #_1 After Permit Is Issued DEPARTMENTS: uilding Division Public Works n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n Comments: TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 y ' ��"" r• + ro �cw�nwe.... Ml nmAn. ri. �«.• ...v.�n.«••.- w... , ..yyn ro r.�. ,.... .,.... ,, .n�... REVIEWER'S INITIALS: PERMIT COORD COPY Planning Division Permit Coordinator DUE DATE: 01-31 -02 Not Applicable No further Review Required DUE DATE 02 -28 -02 Not Approved (attach comments) DATE: DATE: DUE DATE Not Approved (attach comments) n DATE: aau V " s „.t....n„: �. y ..,, ..,,.,..> n. rs � .„. .r,..y.�•„ys.c,,iy+..3rT fi �PTi? }'„`VP'M '%t z w J U O 0 co • w J H � w 0 2 � H z � Z D O N C H W W LLO iii z U z Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: da Plan Check /Permit Number: D02-007 ® Response to Incomplete Letter # 1 O Response to Correction Letter # O Revision # after Permit is Issued Project Name: TENNISON GARAGE Project Address: 16061 51 AVENUE SOUTH Contact Person: RODGER TENNISON Phone Number Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ® Entered in Sierra on e'o City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 fECENED CtnY OF , uKWILA JAW Z U PERMIT CENTER 01/16/02 This letter is to inform you that your permit application received at the City of Tukwila Permit Center on w O January 11, 2002, is determined to be incomplete. Before your permit application can begin the plan j o review process the following items need to be addressed. U Building Department: Ken Nelson, Plans Examiner at (206) 431 -3677, if you have questions CU w concerning the following: � January 16, 2002 Mr. Rodger Tennison 221 SW 153rd, #173 Seattle, WA 98166 RE: Letter of Incomplete Application #1 Development Permit Application Number D02 -007 Tennison — Garage 16061 51st Avenue South Dear Mr. Tennison: Ciiy of Tukwila Department of Community Development Steve Lancaster, Director 1. Provide structural design for brace walls specific to this building. 2. Remove details that are not applicable. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not ' Pe accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 432 -7165. Sincerely, l Stefania Spencer Permit Technician encl • /? File: Permit File No. D02 -007 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Steven M. Mullet, Mayor A1wtr.NV(im.c.,+t.0Fi.!.I b. z ACTIVITY NUMBER: D02 -007 PROJECT NAME: TENNISON - GARAGE SITE ADDRESS: 16061 51 AVENUE SOUTH X Original Plan Submittal Response to Correction Letter #, DATE: 01 -11 -02 Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division mud t-$ .OZ- Public Works Am, ' DETERMINATION OF COMPLETENESS: (Tues., Thurs.) -( ,,,1 DUE DATE: 01-15-02 O Not Applicable Complete TUES /THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: (ten days) Approved CORRECTION DETERMINATION: Approved n Approved with Conditions \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP C S3 Fire Preventi Q n pa. 1. •oi- Structural Incomplete Structural Review Required Approved with Conditions l I I Planning Division AV ( t . Permit Coordinator - Comments: ..7()COMit24 -,e Xhe °'` /,y/ d / - /G - OZ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 02 -12 -02 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: z ~ w 6 00 � CI - _ w° w ? . co p = W z � zI- ww U � 0 0 I- w w , U L I O w z 0 = I- z TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City o 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: TR CONSTRUCTION INC Current Pmts Amount Payment Check 1576 PLAN CHECK - RES RECEIPT Parcel No.: 5379800312 Permit Number: D02 -007 Address: 16061 51 AV S TUKW Status: PENDING Suite No: Applied Date: 01/11/2002 Applicant: RODGER TENNISON Issue Date: Receipt No.: R020000039 Payment Amount: 163.31 Initials: SKS Payment Date: 01/11/2002 01:24 PM User ID: 1165 Balance: $255.75 Type Method Description 163.31 Description Account Code 000/345.830 163.31 Total: 163.31 Printed: 01 -11 -2002 teau 00: War . • O. u_ Q • a H =; O, Z !- 2.j 'O ;CI F-. • w • w . Z; • lll. OH Z CITY OF TUKWILA of Tukwila WI RECEIPT Parcel N 01/11/02 16 Address: Suite Nd Appl icar Receipt No.: R020000039 Initials: SKS User ID: 1165 Payee: TR CONSTRUCTION INC TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt PW BCD 10.31 CHECK 163.31 15"47 0097 2568 TUKW Current Pints .tvul,tK I ENNISON Amount PLAN CHECK - RES :er BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Type Method Description Payment Check 1576 163.31 Description Account Code 000/345.830 163.31 Permit Number: D02 -007 Status: PENDING Applied Date: 01/11/2002 Issue Date: Payment Amount: 163.31 Payment Date: 01/11/2002 01:24 PM Balance: $255.75 Total: 163.31 f�5 t }t /11 '?716 TOTAL 163.31 Printed: 01 -11 -2002. i z ' � W U 0 N W; w uj g u_ w . Z F ' F— O : Z I- LU uj gi • N ; . W W, H V IL I•- O til Z: U = o Z V Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: doc: Receipt 5379800312 16061 51 AV S TUKW TENNISON RESIDENCE R020000144 KAS ADMIN TR CONSTRUCTION, INC Amount Payment Check ACCOUNT ITEM LIST: Current Pmts 1579 BUILDING - RES STATE BUILDING SURCHARGE City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Type Description RECEIPT Method Description 000/322.100 000/386.904 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 255.75 Payment Date: 02/04/2002 08:57 AM Balance: $0.00 255.75 Account Code 251.25 4.50 Total: 255.75 D02 -007 APPROVED 01/11/2002 7445 02/06 9 716 TOTAL 255.75 Printed: 02 -04 -2002 I -OUSE NUMBER OR ADDRESS TO BE FOSTED AND L_AIN vISIBLE FROM I STREET FRONTING STRUCTURE NOTE: 1 CONTRACTOR TO CHECK AND VERIFY SOIL AND II i SLOP CONDITIONS PRIOR TO CONSTRUCTION 11 I CRANE D ESIGN SHALL SE NOTIFIED OF AN"' II CH1,4NGE-.: DUE TO CONDITIONS ON SITEII FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize th- tion of any adopted code or ordin ipt of con- tractor's copy o acknowledged. 01/02 PLAN NUMBER 01020 CRANE DESIGN, Inc. Reserves All Legal Ricihts To Material On This Sheet - Subject To Criminal Prosecution u5c SE 151 ZONE: 3 WIN 5FEE7): 80 mph WIND E.><OSURE, COL:UFA R3/Li NOTICE: DRALUINGS SET FORTH CN THIS 5E7 OF BUILDING PLANS AS INSTRUMENTS OF SERVICE, ARE AND SNALL REMAIN THE PROPERTY OF CRANE DESIGN, INC. THE PLANS AF COPYRIGHTED MATERIAL AND THEIR USE 15 LIMITED TO 114C CONSTRUCTION OF ONE STRICTURE WITHIN ONE TEAR on PURCHASE BY THE I PURCHASER ONLY FOR A SPECIFIC WILDING SITE ANT USE OF REUSE CF SAID BUILDING PLANS 15 5TRICLTT PROHIBITED WITHOUT TWO WRITTEN • PERMISSION OF CRANE- DESIGN, INC. VIOLATORS WILL I , neLtIZCUTED IN 'FEDERAL COURT FOR coPrR., INFRINGEMENT WITH Fees UP TO t100000.00 VIOLATORS WILL PAT ALL ATTORNEY FEES COURT COSTS. WRITTEN DIMENSIONS ON THESE DRAWINGS 5i4ALL HAVE, IFICEDONICE OVER SC•ALED DIMENSIONS. CONTRACTOR SHALL CHECK 4 VERIFY ALL DIMENSIONS AND CONDITIONS PERTAINING TO PROJECT PRIOR TO PROCEEDING TO TNE CONSTRICTION PHASE. CRANE DESIGN. INC. MUST ESE NOTIFIED OF ANY 'ARATION ff1 THE DIMENSIONS AND/OR CLONDITIONS 514C00 TI-ESE DRAWM.S. A5 SUL, VARIATION SHALL BE .SOLVED BY CRANE DESIGN. INC. PRIOR TO PROCEED'. WITH TI-E WOW OR THE CONTRACTOR SHALL ACCEPT FULL iSPONSIBILITY FOR CO57 TO RECTIFY 541E. IN D. EVENT ANY LIABILIT IS IMPOSED ON CRANE. DESIGN, INC_ CUR LIABILITY TO TOU OR ANY THIRD PARTY SHALL NOT EXCEED I The PRICE PAID FOR CRANE DESIGNS PRODUCT. •CONTACTO R NOTE : All Dimensions Shall Be Checked And verlFied Prior To Donstr,Kmior.. 1" x a" =4Sc.:14 S x &• CORNER TR1 1" x 4" R.S. TRIM ,1 FRONT ELEVATION 1/4" vithER Noir RIGHT ELEVATION 1/4" REAR ELEVATION 1/4" USE THIS ORRIN SET FOR .PERMIT APKICATION AND COKTRUCTiOil To Reorder Plans WSTIAS.42-3.15 LEFT ELEVATION RECEIVED CITY OF TUKWILA JAN 3 1 2002 PERMIT CENSER CITY OF TUKWILA , APPROVED JAN 3 1 2002 1/4" TED • REViSiONS NO CHANGESiSHALL BE MADE TO THE SCOPE OF WITHOUT PRIOR IA• OF TUKWILA BUILDING DIVlS REVI.ONS WItl.,RECORE A NEV/ F■AN SOA, SEPARATE PERMIT RE;UIRED FOR: fr5ECHANICAL ZDLECTRICAL erl PLUMBING eGAS PIPING CITY OF TUKWILA BUILDING DIVISION crn JAN 2 8 2002 - INCOMPLETE copYRIGI-n 2001 CRANE DESIGN, Inc. 1)02 -00 7 ^ -- 1 - 1 i • I -OUSE NUMBER OR ADDRESS TO BE FOSTED AND L_AIN vISIBLE FROM I STREET FRONTING STRUCTURE NOTE: 1 CONTRACTOR TO CHECK AND VERIFY SOIL AND II i SLOP CONDITIONS PRIOR TO CONSTRUCTION 11 I CRANE D ESIGN SHALL SE NOTIFIED OF AN"' II CH1,4NGE-.: DUE TO CONDITIONS ON SITEII FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize th- tion of any adopted code or ordin ipt of con- tractor's copy o acknowledged. 01/02 PLAN NUMBER 01020 CRANE DESIGN, Inc. Reserves All Legal Ricihts To Material On This Sheet - Subject To Criminal Prosecution u5c SE 151 ZONE: 3 WIN 5FEE7): 80 mph WIND E.><OSURE, COL:UFA R3/Li NOTICE: DRALUINGS SET FORTH CN THIS 5E7 OF BUILDING PLANS AS INSTRUMENTS OF SERVICE, ARE AND SNALL REMAIN THE PROPERTY OF CRANE DESIGN, INC. THE PLANS AF COPYRIGHTED MATERIAL AND THEIR USE 15 LIMITED TO 114C CONSTRUCTION OF ONE STRICTURE WITHIN ONE TEAR on PURCHASE BY THE I PURCHASER ONLY FOR A SPECIFIC WILDING SITE ANT USE OF REUSE CF SAID BUILDING PLANS 15 5TRICLTT PROHIBITED WITHOUT TWO WRITTEN • PERMISSION OF CRANE- DESIGN, INC. VIOLATORS WILL I , neLtIZCUTED IN 'FEDERAL COURT FOR coPrR., INFRINGEMENT WITH Fees UP TO t100000.00 VIOLATORS WILL PAT ALL ATTORNEY FEES COURT COSTS. WRITTEN DIMENSIONS ON THESE DRAWINGS 5i4ALL HAVE, IFICEDONICE OVER SC•ALED DIMENSIONS. CONTRACTOR SHALL CHECK 4 VERIFY ALL DIMENSIONS AND CONDITIONS PERTAINING TO PROJECT PRIOR TO PROCEEDING TO TNE CONSTRICTION PHASE. CRANE DESIGN. INC. MUST ESE NOTIFIED OF ANY 'ARATION ff1 THE DIMENSIONS AND/OR CLONDITIONS 514C00 TI-ESE DRAWM.S. A5 SUL, VARIATION SHALL BE .SOLVED BY CRANE DESIGN. INC. PRIOR TO PROCEED'. WITH TI-E WOW OR THE CONTRACTOR SHALL ACCEPT FULL iSPONSIBILITY FOR CO57 TO RECTIFY 541E. IN D. EVENT ANY LIABILIT IS IMPOSED ON CRANE. DESIGN, INC_ CUR LIABILITY TO TOU OR ANY THIRD PARTY SHALL NOT EXCEED I The PRICE PAID FOR CRANE DESIGNS PRODUCT. •CONTACTO R NOTE : All Dimensions Shall Be Checked And verlFied Prior To Donstr,Kmior.. 1" x a" =4Sc.:14 S x &• CORNER TR1 1" x 4" R.S. TRIM ,1 FRONT ELEVATION 1/4" vithER Noir RIGHT ELEVATION 1/4" REAR ELEVATION 1/4" USE THIS ORRIN SET FOR .PERMIT APKICATION AND COKTRUCTiOil To Reorder Plans WSTIAS.42-3.15 LEFT ELEVATION RECEIVED CITY OF TUKWILA JAN 3 1 2002 PERMIT CENSER CITY OF TUKWILA , APPROVED JAN 3 1 2002 1/4" TED • REViSiONS NO CHANGESiSHALL BE MADE TO THE SCOPE OF WITHOUT PRIOR IA• OF TUKWILA BUILDING DIVlS REVI.ONS WItl.,RECORE A NEV/ F■AN SOA, SEPARATE PERMIT RE;UIRED FOR: fr5ECHANICAL ZDLECTRICAL erl PLUMBING eGAS PIPING CITY OF TUKWILA BUILDING DIVISION crn JAN 2 8 2002 - INCOMPLETE copYRIGI-n 2001 CRANE DESIGN, Inc. 1)02 -00 7 FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize th- tion of any adopted code or ordin ipt of con- tractor's copy o acknowledged. 01/02 PLAN NUMBER 01020 CRANE DESIGN, Inc. Reserves All Legal Ricihts To Material On This Sheet - Subject To Criminal Prosecution u5c SE 151 ZONE: 3 WIN 5FEE7): 80 mph WIND E.><OSURE, COL:UFA R3/Li NOTICE: DRALUINGS SET FORTH CN THIS 5E7 OF BUILDING PLANS AS INSTRUMENTS OF SERVICE, ARE AND SNALL REMAIN THE PROPERTY OF CRANE DESIGN, INC. THE PLANS AF COPYRIGHTED MATERIAL AND THEIR USE 15 LIMITED TO 114C CONSTRUCTION OF ONE STRICTURE WITHIN ONE TEAR on PURCHASE BY THE I PURCHASER ONLY FOR A SPECIFIC WILDING SITE ANT USE OF REUSE CF SAID BUILDING PLANS 15 5TRICLTT PROHIBITED WITHOUT TWO WRITTEN • PERMISSION OF CRANE- DESIGN, INC. VIOLATORS WILL I , neLtIZCUTED IN 'FEDERAL COURT FOR coPrR., INFRINGEMENT WITH Fees UP TO t100000.00 VIOLATORS WILL PAT ALL ATTORNEY FEES COURT COSTS. WRITTEN DIMENSIONS ON THESE DRAWINGS 5i4ALL HAVE, IFICEDONICE OVER SC•ALED DIMENSIONS. CONTRACTOR SHALL CHECK 4 VERIFY ALL DIMENSIONS AND CONDITIONS PERTAINING TO PROJECT PRIOR TO PROCEEDING TO TNE CONSTRICTION PHASE. CRANE DESIGN. INC. MUST ESE NOTIFIED OF ANY 'ARATION ff1 THE DIMENSIONS AND/OR CLONDITIONS 514C00 TI-ESE DRAWM.S. A5 SUL, VARIATION SHALL BE .SOLVED BY CRANE DESIGN. INC. PRIOR TO PROCEED'. WITH TI-E WOW OR THE CONTRACTOR SHALL ACCEPT FULL iSPONSIBILITY FOR CO57 TO RECTIFY 541E. IN D. EVENT ANY LIABILIT IS IMPOSED ON CRANE. DESIGN, INC_ CUR LIABILITY TO TOU OR ANY THIRD PARTY SHALL NOT EXCEED I The PRICE PAID FOR CRANE DESIGNS PRODUCT. •CONTACTO R NOTE : All Dimensions Shall Be Checked And verlFied Prior To Donstr,Kmior.. 1" x a" =4Sc.:14 S x &• CORNER TR1 1" x 4" R.S. TRIM ,1 FRONT ELEVATION 1/4" vithER Noir RIGHT ELEVATION 1/4" REAR ELEVATION 1/4" USE THIS ORRIN SET FOR .PERMIT APKICATION AND COKTRUCTiOil To Reorder Plans WSTIAS.42-3.15 LEFT ELEVATION RECEIVED CITY OF TUKWILA JAN 3 1 2002 PERMIT CENSER CITY OF TUKWILA , APPROVED JAN 3 1 2002 1/4" TED • REViSiONS NO CHANGESiSHALL BE MADE TO THE SCOPE OF WITHOUT PRIOR IA• OF TUKWILA BUILDING DIVlS REVI.ONS WItl.,RECORE A NEV/ F■AN SOA, SEPARATE PERMIT RE;UIRED FOR: fr5ECHANICAL ZDLECTRICAL erl PLUMBING eGAS PIPING CITY OF TUKWILA BUILDING DIVISION crn JAN 2 8 2002 - INCOMPLETE copYRIGI-n 2001 CRANE DESIGN, Inc. 1)02 -00 7 TYPE (TAPE • FINISH) 1 SLOPE L'& FCR , - ^=A:rE SL.475 I CRANE aE51C -N, ire. Reserves All Leal Rlarts To Material Cn This Sheet - Subject To Criminal ProseeutIce GONG. sLAe of COMP. FILL FLAT SLAB, AREA FLAT SLAB LN 4' CONC. 5ILAB'0/ COMF. FILL. SLOPE FLOOR 3' TOWARD DOORS AFTER DASHED LINE. l KNOCKOUT FOR 3 ® DOGR — sti FOUNDATION NOTES AaIQ4OR BOLT WASHERS SHALL 74,1 • ANCiNOR Ea .TS SHALL E•TEND, 3/4f,ritt ASV DBL OR SINGLE r'Rt3'89.E.$ suste Et26 -t•1A8. • ALL3R�ICR' POSTs,• CRAW W, L N.4vE•Pa tvE Tpp.` *OT'CG1N CO.I.Ci ION. • ALL FCOfl S • PERM T CF F II12A<TIC74 stTALL 560'FR us s: LNa: • SI! AOE' TO HAVE 165724 SPACE AC sPAGE4 GONCf2ETE SLAB • TO HAVE 6 MIL BLACK v¥SQ[I�T VAPOR BAFRIER TO VERIFY . ri!'b4. 4 1� � 11JCs • ANY FO NC ATION OPENINGS TO I3E x124.8' - N1141 - RR '1 ANY HOLDCE.N • MIK CLEARANCE .1 FROM SOIL TO ,;01ST TO BE B•. IT FROM BE6i•t E-3 -6 ROOF NOTES: MAMMAL: car: RICE MC. am OVEI�lNNf4 24' NOTE: TRUSS NOTES SMALL GPM, rwaa: STAR • OE METALLED • BRACED -TOR AR. ORM. WILL NOT OE RELIC ALTERED WTMWWPROOR MULDER DEPT. ARTRPrAL: Qr ORNE u1G CALLA. ORLLresVE DEOCO4 =TAILS -.• D? ARRS'CO STERAWRII 0 NBPSTTLTL ALLOEAI'15 • WADERS TO ea b X as OETTEROMO. Pte' RI.. OCREEKEO BLOC CvER y -•OR1a SHAVED ARE. • FRAME OvER CONTRACTOR TO ci4EGK AND 'VERIFY SOIL AND SLOPE CONDITIONS PRIOR TO CONSTRUCTION CRANE DESIGN SHALL BE NOTIFIED OF ANY GIFIANGE DUE TO CONDITIONS d4 SITEM 30 -0' ATTIC VENTILATION -SG. Fr. • H4 (3E10 _ .c 0 - NX:2� N.%Ea PROVIDE" '.N N- LC(11 PROVDE-3r3..N •r -HGH so. Fr. • 44 /3 •_sn: SN X 2- � a1REG I PROVIDE' N ✓- LOW PROVIDE - -AO..N 4- 'HIGI4 i NOTE o REFER TO SHEET 9.-3A FOR NUMBERED REFERNCa ELECTRICAL OUTLET AND L.KITINC LAYOUT BY ODER GENERAL NOTE •ALL. I•E TO NE AXO, 01.2 f2kb' STt1D W•R vs) 4.0.OP2 1 00 0.% a g/ • ALL MOIERIOR•< GARAGE SWIM au1 1 4 TO TEE Ise ESA.. CCIxOJ • cON[RACTcR N 4 LL CHECK AND vEiwY!uL,DRE PRIOR TO . • sEE EEFMTO s-I T f,C*''a FOR CCNe•T [G ."_*!F7 NAt.• SFRERCETTOfRS. GFITTE;Z6 s Dp IN SPOUTS TO sE ecle ogo As;[ io. or coos • ALLl..TE raisr maws 374• . rim 'sus - FaRAmoNE • EXTERIOR DOORS TO HAVE 3'tAR 8 STEPS WITH MI K. X • DEEP LL•DWK4 PER' EC. 103326 USG. • PROVIDE FREE STOPS + ALL cONGEALEO oftwr OPENINGS PER'SEC: TO82 • ALL SHOVER @ ORE DR.. TO 01"W4 OHT, NOT SLIDING. T0' BE GAFETT`N A83:-' • PIiS:DE bx OR o' coma aINS T0'PROTFC: -or WATER HEATER t RONACE FROM vE€itCLES. EL. 2 -0' Nate - AU Crane Design, 'nc. Re - -rve5 All Legal Rights To Materiai On This Sheet - Subject T Criminai Prosecution. ittlei5 ion:, Shall Se Checked And Verified Prior To Construction. 6 2x6' 555555 • ib' O.C. 7/I6' OSB W/ VAPOR BARRIER CONE SLAB ON d.' COMP FILL SECTION 1/4" FOR .. ;G. DETAILS °c FOUNDATION PLAN t SF EET S NOTE REFER TO FRAMING PLANS AND SHEETS 51 THRU 54 FOR TYPICAL CONSTRUCTION' AND DETAILS. WEATHER PROTECTION UNDER ROOF MATERIAL EXTERIOR SIDING AS PER SEG 1402 U.B.C. TYPICAL INSULATION_ (UNLESS OTHERWISE. NOTED) CEILING: ELECTRIC - R - 30 GAS R - 30 WARM WALLS R - IS (2X4' WALLS R -13) FLOORS: ELECTRIC - R - 22 GAS - R - 19 3)02-067 CRANE. DESIGN, Inc. Reserves Ali Legal.. Rights To Material On This Sheet - Subject To Criminal Prosecution / —RIM JOIST / / MIN: 1/16° A.P.A. RATED SHEATHING 16d4. 12' l0d s 6' O.G. MAX. Sd m6 °0.0.EACH (3 ROWS) 4' PERF. DRN. TILE SET IN GAVEL GRADE IF STEM 4 FTC NOT MONOLITHIC 3 ' USE *4 DIA. (VERT.) REBAR 4. 16' O.C. POSITIVE CONNECTIONS 12° 3/4" TaG FLY. SHT. OR 0.5B. R -15 BATT NS. —FLOOR JOIST PER PLAN 1/2° DIA. x 10' A.B. W; 3;15' X 2" X 2' WASHER m 6' -0' MAX. 00.4 BOLT SHALL BE NOT LESS THAN 1 BOLT DIAMETERS (3- 1 /2') FROM CORNER a NOT MORE THAN i2° FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, MIN. 1° EMBEDMENT 2x6' P.T. MUD SILL - *4 CONT. REBAR FOR E.A. 12" OF STEMWALL ,- -.6 MIL. VISQUEEN VAPOR BARRIER(BLACK) 12' CLEAR BEAM TO EARTH 15° CLEAR BOTTOM OF JOIST ' MIN TO EARTH T` z) ONE STORY' FOUND AT ION '90 FELT POST BASE TYPE ANCHOR GRADE TY ice. FOST 4 BEAM DETAIL —R -15 84T7 NSUL4T OR INSUL. PER SUBMITTAL SUPPORT BEAM PER PLAN USE ST22 1-10RIZ. BM, TO BM. SPICE. 2x5° CLEAT (EA. SIDE) OR SIMPSON MTL TIE (PC TYPE) 4x6' SUPPORT POST PRESSURE TREATED OR ELEVATED MN. 8' 4 .8V. ET- CONC. PIER -PER PLAN .6 MIL VISQUEEN (BLACK ONL" CONTRACTOR NOTE: All Dimensions Shall Be Checked Arad Verifi Prior T Const ruction. 2,45 STUDS 9 16' O.G. 16cl 5' O.C. !o e 4' O.C. Sd g 4' 0 MAX. .3 ROWS) WHERE BRICK VEN. - PROVIDE \ 5' LIP 6' UNDER .JOIST 1 c0 GRADE 4 F m *4 CONT. REBAR 9 16' O.G. (VERT.) 4. 2x4 STUDS 16' O.C. 2x4° F3, MUDSILL 1 x 10. A.B. 3, 16' x 2' X 2 WASHER E 6 - 2' o C a OL SHALL BE NOT LESS 0N ' BOLT 4 _ METERS (3 -1/2 ") R FROM CORNER 4 NO MOE AN FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, s MIN. T' EMBEDMENT (I) - *4 CONT FOR E'•, 12' OF WALL 4' CONC. SLAB OVER 4° GRAVEL FILL ;.J/ 6x6 W2.1 x W2.1 W.W.M. N SLAB. *4 VERT. REBAR e 16' o.c. 3° MIN. (2)- *4 CONT. REBAR DOOR FRONTS WITH NOT LESS THAN (2) 5/5 x 10' A.B. PLATES 4. SHEAR WALL OVER 2' WIDE TY P. GARAGE FOUNDATION TWO S TORY FOUNDATION 5/8' 0' AB' X'2' X " WASHER DIA. m x 41' -0. " MA W/ X. a BO SHAL2L STEM WALL - BE NOT LESS THAN 1 BOLT DIAMETERS \ (4 -3/8') FROM CORNER 4 NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, MIN.' \ T' EMBEDMENT 2x6" P.T. MUDSILL 4' ' MIN. RIM JOIST 3/4' T4G PLY. SHT. OR 0.5.5. R -15 INS. FLOOR JOIST PER PLAN (1) - *4 CONT. REBAR FOR EA, 12' OF STEM WALL .6 MIL. VISQUEEN VAPOR BARRIER (BLACK) -2 - *4 CONT. REBAR 1. HANDRAILS SHOULD NOT PROJECT MORE TITIAN 3 1/2° INTO THE REQUIRED STAIR WIDTH 4 SHOULD HAVE A SPACE OF NOT LESS THAN 1 1/2' BETWEEN THE WALL THE HANDRAIL. 2. THE HANDGRIP PORTION OF 'HANDRAILS SHOULD NOT BE LESS THAN 1 1,'4" CR MORE THAN 2' IN CROSS SECTIONAL DIMENSION. 3. HANDRAILS SHOULD HAVE TNIER ENDS RETURNED OR SHOULD TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. FIRE El-COKING I. PROVIDE FIRE BLOCKING IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP & BOTTOM OF THE RUN ff BETWEEN STUDS ALONG ff IN LINE WITH THE RUN OF THE STAIRS IF THE WALL UNDER THE STAIRS IS UNFINISHED. CLG. LINE HANDRAIL, OR RAILING STAIR SECTION ' NOTE: OPENINGS BETWEEN -- ILINGS SHALL BE LESS THAN 4'. r TRIANGULAR OPENINGS FORM BY THE RISER, I TREAD, 4 BOTTc ELEMENT OF A 1 GUARDRAIL 9 STAIR SHALL SE LESS E l THAN 6'. feI Q 8 L! t0 KICK PLATE FL00R JOIST 2x12 STRINGERS NOT TO EXCEED 24' O.G. 5/8" TYPE "X" G.W.8. OR (2) LAYERS 5/8° TYPE X' G.W.O. IF STRINGER SPACING 15 MORE THAN 16' o.c. (TAPE a FINISH) - CLOSET OR STORAGE BELOW STAIR MAIN ,FLOOR LINE IMM'-• ► '�� To Reorder Plana I(800)&48 -5421 4' FLOOR LINE 16' '--FLOOR JOIST DBL . JOIST LEDGER 2x6' P.T. MUDSILL W/ 5/8' DIA. 4' -0' O.C. W/ 3x16' X 2' X 2' WASHER) 4 BOLT SHALL BE NOT LESS THAN 1 BOLT DIAMETERS (4 -3/8') FROM CORNER AND NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE MIN. 1" EMBEDMENT (1) *4 CONT. FOR EACH 12' OF WALL THERMAL BREAK 4' CONC. SLAB OVER (4' GRAVEL FILL W/ i 6x6 - W2.1 x W2.1 W.W.M. IN SLAB ° DO 2.-RIO0 TT EASEMENT SLAE "` -R -10 RIGID INS. g PERIMETER *4 VERT. 4 16'o.c. W/ ALT. HOOKS 2 - *4 CONT. REBAR ATTIC INSULATION R -35 ELECT RESIST. R -30 G45 (THERMAX INSUL. 0. EQUIV- R - VALUE TO BE USED IN ATTICS WHERE CLEARANCE NOT AVAIL. FOR BATT.; 1/2' GWB (TYP.! MIN- 23:32' T4G UN - DERLAYMENT, U.N.O. - GLUE % NAILING ;10D s 6' 0.0. EDGES ' BLOCKING. 1 0' O.C FIELD - TYP.) ; . 32.1 j 12-15 BATT INS. FLOOR JOIST PER PLAN T F. WALL SECTION FINISH GRADE ' 1 (2) REBAR —, NE MN I. T1'P, EASEMENT SLAB O.H. PER PLAN DBL. TOP PLATE \ ---(2) - "4 REBAR CONTINUOUS ATTIC VENTILATION 1/150 OR 1/300 OF SPACE - SEE PLANS FOR ROOFING CONST. SEE FRAMING PLAN ELEVATION W/ MIN. 1/16' APA RATED SHEATHING UNO W/ 5' - 0 ° PANEL LENGTH PLACED PER ... TO DIRECTION OF FRAMING AND ALTERNATE PANEL END JOINTS BY HALF PANEL LENGTH NAILED 54 e 6 "o.c PERIMETER a ALL SUPPORTED PANEL EDGES 12'0.c. o FIELD TYPICAL UNO Wi 30* FELT ABOVE - TYPICAL UNO. FOAM AIR BAFFEL I' SPACE TO EXTEND MIN. 12' ABOVE INSULATION. SIMPSON N2.5 HURRICANE TIES 2' -0 o.c. OR 1-11 s 4' - 0' TYP. UNO 2x BIRD BLOCKS W/ SCREEN TOE NAIL Wi :2) 164 E.A. END TO TRUSS OR RAFTER TYP. PROVIDE CONT. ROW OF ROOF SHEATHING NAILING e 6'o.c. MAX. lx8' RE CEDAR FASCIA W/ CONT. MTL. GUTTER HEADER - PER PLAN WINDOW - PER PLAN EXT. WARM WALLS - 2x6 STUDS g 16'0.c. OVER R -15 BATT INSUL. W/ VAPOR BARRIER W/ MIN. 1/16' APA RATED SHEATHING (SEE PLAN FOR NAILING a SIDING; INSTALL BUILDING PAPER OR FELT BETWEEN SIDING 4 WALL 51-1EATHING TYPICAL ALL EXTERIOR WALLS. 2x BOTTOM PLATE 2x RiM JOIST P.T. 2x SILL PLATE SEE 1 /51 FOR TYPICAL FOUNDATION NOTES NOTES: I. ALL EXTERIOR WALLS TO BE CONSTRUCTED IN ACCORDANCE W/ THE MIN. PROVISIONS PER 2320 , UBC UNO ON PLANS 4 45 SPECIFIED FURTHER ON SHEET 53. 2. INTERIOR WALLS TO BE 2x4 CONSTRUCTION TYPICAL EXCEPT PLUMBING 4 GARAGE SEPARATION f' PT 2X6' PLATE W/ 5/5' DIA, ANCHOR BOLTS (3116' X 2" X 2' WASHER) a BOLT SHALL BE NOT LESS THAN 1 BOLT DIAMETERS (4 -3/8') FROM CORNER AND NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE, MIN. 1" EMBEDMENT 4' CONC. SLAB OVER 4' COMPACTED FILL 4: / 6x6 - 42.1 x W2.I WW1, 1N SLAB. 2' RIGID INSULATION (R-I0; 24° MIN. (EXTRUDED POLYSTYRENE) 3) *4 REBAR - HORIZONTAL 4 REBAR 16'c.c. JAN PERMITCEMZ., 1997 U.B.C. CRANE DESIGN. Inc. Reserves All Legal Rights To Material On This Sheet - Subject To Criminal Prosecution 5 /8' DIA. x 10° --- A.B. O 45' G.C. - 3 STORY (WHERE PLYWOOD USE 5/8' DIA, x i0° BOLT s 32' O.0 W/ 2x4 P.T. I'1UpSILL) 15' (MAY VARY - SEE PLANS, (18' TO 4' - HIGH WI PONY WALL) 15' 2x6 STUD WALL Sc 9 4° O.C. *J SOLE PLATE RIM JOIST 4 TOP PLATE FOUNDATION i RETAINING U;ALL —4' CONG. SLAB OVER 4' i RAVEL FILL W/ 6X6 - W2.1 1 u.W11. IN SLLB 2 *4 DIA. 3' UP 4 2 OR 3° DOWN INTERIOR SEARING WALL ON SL AE III: Ee Ghecked And verified Pri To Construction. MIN. 1/16' APA RATED SHEATHING UN.O. W/ TYVEK, 30* FELT OR SIM. APPROVED VAPOR BARRIER OVER. SOLE PLATE NAILED !iii I6d o S' O.C. - STAGGERED, PROVIDE BLOCKING S RIM JOIST RIM 4 FLOOR JOISTS AS PER PLAN PLY. SPLICE SHOULD BREAK ON COMMON MEMBER DBL TOP PLATES 2x5 STUD WALL BATT INSULATION (TYR.) 5, x 10 .A.B. 0 36' O.G. Wi 3:16' x 2` x 2' WASHER (BOLT SHALL BE NOT LESS THAN 7 BOLT DIAMETERS (4 -3/8') FROM CORNER, AND NOT MORE THAN 12' FROM THE ENDS OF EACH INDIVIDUAL FOUNDATION SILL PLATE 2x6 P.T. DF_ MUDSILL Sdm8'O.C. GRADE *4 REBAR CONT. HORIZ. 9 12'c.c. *4 VERT.. I6'o.c 2x5 FIRRED WALL OR 2 X 4 STUDS Wi 2' AIR GAP BETWEEN STUDS 4 CONC. R- I9 INSUL. 4' CONC. SLAB Wi 6x6 - 11.12.1 x W2.1 W.WJ1. ON 4' GRAVEL FILL. THERMAL BREAK R -10 RIGID INSULATION 2 - *4 DIA. CONT. 3' UP - IN NOTE: SOIL BACKFILL ON EXTERIOR SHALL NOT EXCEED A HEIGHT GREATER THAN 30' ASV. TOP OF SLAB AT INTERIOR FLOOR ELEV. UNLESS ENGINEERED WALL DETAILS PROVIDED. 2x5 STUDS e 16' O -C. e 3 STORY 2x4 e 1 s 2 STORY GARAGE DOOR DRIVEWAY PER CONTRACTOR. CONTINUOUS FOOTI DRAIN 2 *4 CONT. REBAR — SEE PLAN FOR SIZE - (2) 2x6 2x6 STUDS e 16' O.C. A3 CLIPS e BASE TY MIN. 1/16' APA RATED -- - SHEATHING NAILED Sa 4'o.c. I (EDGES) 4 8° o.c.(FIELD, �E MIL. viSQUEEN W.' I' SAND ALL EDGES BLOCKED '.LL.O. OVER e LIVING AREAS RIM OR FOUNDATION -- - 5/5' DIA. x 10' BOLT o 35' O.C. W/ 2x4 P.T. MUDSILL NON - BEARING SHEAR WALL FTC, CONTINUOUS HEADER OR ST6236 g JOINT (HDR PER PLAN) COLUMN CAP e MULLION HEADER CONNECTION -- ST6236 TIE STRAPS -- CENTER ON JOINTS NAIL FULLY 2x6 SOLE PLATE NAILED — 16d g 4', c.c. STAGGERED I - *4 DIA. CONT. 3' UP DETAIL °A" TOP OF STEM WALL BEYOND 4' CONG. SLAB ON 4" COMPACTED FILL — THICKENED EDGE SLOPE 3' *4 s IS or-. r RASE SEAM AT GARAGE CONTINUOUS FOOTING PER PLAN �r- D02 -007 CRIPPLES NAILED SNUG JP TO POST W- 166e4' 2x6' STUDS NOT TO EXCEED 24" O.C. 2x4' STUDS NOT TO EXCEED 16' O.G. WALL TIES SHALL BE CORROSION RESISTANT, AND IF MADE OF SHEET METAL, S1 -TALL HAVE A MIN. THICKNESS OF 0.0030 IN. (NO. 22 GALVANIZED SHEET GAGE) BY 3/4' OR, IF OF WIRE, SHALL HAVE A MIN. DIA. OF 0.148 IN. (NO. 9 O.W. GAGE). WALL TIES SHALL BE SPACED SO AS TO SUPPORT NOT MORE THAN 2 SQ. FT. OF WALL AREA BUT SHALL NOT BE MORE THAN 24' ON CENTER HORIZ. WALL TIES SHALL HAVE A LIP OR HOOK ON THE EXTENDED LEG THAT WILL ENGAGE OR ENCLOSE A HORIZONTAL JOINT REINFORCEMENT WIRE HAVING A DIA. OF 0.148 IN. (NO. 9 B.W. GAGE) OR EQUIV. THE JOINT REINFORCEMENT SHALL BE CONT, WITH BUTT' SPLICES BETWEEN TIES PERMITTIED. APPROVED PAPER SHALL BE APPLIED OVER THE SHEATHING. AIR SPACE OF AT LEAST 1' SHALL BE MAINTAINED BETWEEN THE BACKING AND THE VENEER SPOT BEDDING AT ALL TIES SHALL BE OF CEMENT MORTAR HEADER - PER PLAN I.2' m BOLT T-IRU LEDGER AND INTO HEADER e 3' IN FROM EACH END 6' OR 8' - SEE PLANS WOOD JOIST SYSTEM - -(2) - *4 VERT. TIED iW/ *2 TIES e 8'o.c. W/ ALTERNATE HOOKS SOLID GOR GROUTED \ 4 x E "--*o GA. BED JON, - 055 CORE I M m ,- ACING OF I PER 12' DIMENSION IN EACH DIRECTION t 12'c.c. VERTICAL. T YF. ERICK COLUMN AT ENTRY TOP PLATES / 4' BRICK VENEER ;, 7 r , SUPPORT WALL 4 VENEER BEYOND OPENING 6° MINIMUM DOOR OR WINDOW OPENING CRAWL SPACE OR BASEMENT 3° MIN. — `� 17" TO 19" STEEL LEDER - L 6' x 3 112 x 5/16' A35 EXTEND 6' BEYOND OPENING TO BEAR ON VENEER < 10' CONC. STEM WALL, FOR 5' -0' OR LESS SPANS CAN USE L5`x3II /2'x TYF. HEADER OFENING ENTRY SEAL WITH TRIM OR CAULK FLASHING /-3/8' DIA. i WEEP HOLES 2' (1.219) O.C. 5° MIN. � „ 1� - MIN. SECTION P.T. 6x6 POST W/ METAL TIES TO MASONRY e 12'o.c. VERTICAL. STEEL LEDGER TO REST ON BRICK IN MORTAR JOINT BRICK VENEER - ELEVATION VIEW .;4N 2 s 200. PERMIT CENTER w oa Lk! � ' w 0 CRANE DESIGN, inc. Reserves 411 Legal Rtghte To Material On Th. Sheet - Subject To Criminal Prosecution CONTRACTOR NOTE: All Dlmensione. Shall Se Checked And verified Prior To Construction, GENERAL NOTES: CRAWL SPACE VENTILATION MINIMUM NET AREA 1 5Q. FT. FOR EACH 150 SQ. FT, OF FLOOR AREA. OPENINGS TO BE PLACED AS CLOSE TO CORNERS AS PRACTICAL (MN. 8' AWAY FROM ANY HOLD DOWN) AND SHALL PROVIDE CROSS VENTILATION ON AT LEAST TWO OPPOSITE SIDES. 2. CRAWL SPACE, UNOBSTRUCTED ACCESS, MIN. 18'x24'. 3. ATTIC VENTILATION, 1'150 OF ATTIC AREA OR 1/300 IF 12 IS IN SOFFIT AND 1/2 15 3' ABOVE PLATE LINE. ATTIC ACCESS MIN. 22'x30' WITH MIN. 30' HEADROOM, UNOBSTRUCTED, READILY ACCESSIBLE OPENING. 5. IN ROOMS NOT PROVIDED WITH AN OPERABLE WINDOW OF 15 SOFT. OR GREATER A MECHANICAL VENTILATION SYSTEM, CAPABLE OF PROVIDING 5 AIR CHANGES PER HOUR, SHALL BE PROVIDED. b VENT DRYER BATH FANS, AND RANGES /OVENS TO THE OUTSIDE. GARAGE AND HOUSE OCCUPANCY SEPARATION MIN. I HR TAPED AND FINISHED. GARAGE AND BASEMENT SUPPORTS TO BE 1 HR (5/8' TYPE 'X' OR EQUAL) S. TILE FOR SHOWER SHALL BE 6' ABOVE FINISH FLOOR WITH WATER RESISTANT BACKING, U. ALL WATER CLOSETS TO HAVE 30' MIN CLEARANCE SIDE TO SIDE, 24' MIN. CLEARANCE FRONT. 10. EGRESS IN EVERY SLEEPING ROOM SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.1 SQ. FT. THE MIN. NET CLEAR OPENING HEIGHT DIMENSION SHALL SE 24' MIN., NET CLEAR OPENING WIDTH DIMENSION OF 20'. BOTTOM OF OPENING SHALL NOT BE MORE THAN 44' ABOVE FLOOR !I. FIREPLACE CODE COMPLIANCE PER UBC, CHAPTER 31 -B, AND LOCAL BUILDING DEPT. ALSO REBAR AS PER SEC. 3102. ,2. HEARTH EXTENSIONS - HEARTH SHALL EXTEND AT LEAST IS FROM THE FRONT OF, AND AT LEAST 8' BEYOND, EACH SIDE OF THE FIRE PLACE OPENING. WHERE THE FIREPLACE OPENING IS S SQ. FT. OR LARG=ER, THE HEARTH EXTENSION SHALL EXTEND AT LEAST 20' IN FRONT OF, AND AT LEAST 12' BEYOND, EACH SIDE OF THE FIREPLACE OPENING. CONC. OR MASONRY MUST NOT BE SUPPORTED ON WOOD FRAMING. 13. APPLICATION AND INSTALLATION OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WITH TI-4E lEFT STATE OF WASHINGTON ENERGY CODE. '4. GLAZING IN COMPLIANCE WITH SEC. 2405, UBC STANDARD NO. 24 -2 AND WASHINGTON STATE SAFETY GLASS LAW. EXCEPTIONS ARE AS OUTLINED IN SEC. 2405, UBC, S GLAZING IN LOCATION SUBJECT TO HUMAN IMPACT SUCH AS GLASS ON DOORS, GLAZING WITHIN 24' ON EITHER SIDE OF A DOOR OPENING, GLAZING CLOSER THAN I8' TO A FLOOR, SHOWER DOORS, AND TUB ENCLOSURES SHALL BE EITHER TEMPERED GLASS, LAMINATED SAFETY GLASS, SHATTER RESISTANT PLASTIC, OR WIRE REINFORCED GLASS FOR SKYLIGHT. IS. SLIDING GLASS DOORS TO BE SAFETY GLAZING, LAMINATED, OR TEMPERED GLASS. SHOWER ENCLOSURES SHALL BE APPROVED WIRE REINFORCED, TEMPERED OR LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC, IS_ GLAZING WITHIN 18' OF FLOOR OR LESS TO BE SAFETY GLASS. I5. ALL EXTERIOR WALL GLAZING SHALL BE DOUBLE GLAZED AND COMPLY WITH THE 1991 WASHINGTON STATE ENERGY CODE. 20- TREATED WOOD WEATHER PER UBC SEC. 2306. <'.. THIS OFFICE ASSUMES NO RESPONSIBILITY AS TO THE PHYSICAL CHARACTERISTICS OF THE. SOIL, NOR DOES THIS OFFICE VERIFY THE ACCURACY OF THE ENGINEERING DATA SUPPLIED BY OTHERS. WHERE SOIL APPEARS TO SE OF POOR QUALITY, A SOIL ENG. REPORT SHOULD BE SUPPLIED BY CLIENT. CRANE DESIGN HAS TAKEN EVERY EFFORT TO ENSURE THE ACCURACY OF THE ATTACHED DRAWINGS, HOWEVER IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. 22. THE ATTACHED PLANS ARE THE PROPERTY OF CRANE DESIGN, INC. ANY REPRODUCTION OF THESE PLANS WILL VIOLATE COPYRIGHT LAWS. THE HOLDER OF THESE DRAWINGS MUST PAY A FEE FOR THE USE OF THE MATERIAL THEREIN OR BE SUBJECT TO LEGAL ACTION SY CRANE DESIGN INC. ENERGY NOTES: ENERGY NOTES PER 1991 WASHINGTON STATE ENERGY CODE: PROVIDE AND MINIMUM ADDED INSULATION LEVEL OF R -35 CEILINGS WITH ELECTRIC RESISTANCE HEAT R -30 CEILINGS WTH GAS HEAT R -30 VAULTED CEIL R- IS WALLS (R -13 W.' 2X4 CONSTRUCTION) R 9 FLOORS OVER UNHEATED SPACES R -10 AT SLAB PERIMETER, INSTALLED HORIZONTALLY 24' UNDER SLAS, WHEN CONCRETE FLOORS ARE uw'THIN 12' OF GRADE. ALL GLAZING SHALL BE DUAL GLAZING AND SQ. FT. OF GLAZING SHALL NOT EXCEED 21% OF GROSS FLOOR AREA FOR GAS 4 HEAT PUMP - 5% FOR ELECTRIC RESISTANCE. ALL OPENINGS AND JOINTS IN EXTERIOR WALLS SHALL BE SEALED, CAULKED OR WEATHER STRIPPED AT LIMIT AIR LEAKAGE. AN APPROVED VAPOR SARRIER SHALL SE PROPERLY INSTALLED IN ROOF, IN ENCLOSED RAFTER SPACES. FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS ALSO IN EXTERIOR WALLS. INSTALLED A MIL BLACK VISQUEEN GROUND COVER, LAPPED I -0' AT JOINTS AND EXTENDED UP TO FOUNDATION WALL (REQUIRED AT ALL CRAWL SPACES). HVAC EQUIPMENT SHALL BE SIZED NO GREATER THAN 125% OF DESIGN LOAD AND A. MINIMUM RATED OUTPUT OF 159. THERMOSTATS CONTROLLING HEAT SUPPLY TO MORE THAN ONE ROOM SHALL HAVE A HEIGHT, SETBACK FIREPLACES'SHALL SE PROVIDED WITH A. TIGHTLY FITTING FLUE DAMPERS. S. READILY ACCESSIBLE MANUAL OR AUTO CONTROLS. SHOWERS SHALL HAVE A FLOW CONTROL DEVICE TO LIMIT FLOW TO A MAX. OF 2.5 GPM PER SHOWER HEAD. WATER HEATERS ARE REQUIRED TO BE LABELED AS COMPLYING W/ NAECA SET ELECTRIC WATER HEATERS LOCATED IN UNHEATED SPACES SUCH AS GARAGES TO BE INSTALLED ON AN INCOMPI SSISLE INSULATION (R -I0 MIN.). To Reorder. Plans 1(300)848 -5421 STRUCTURAL NOTES: I. DESIGN LOADS (VERIFY SNOW LOAD PER AREA) A. ROOF LIVE LOAD 25 PSF (TOTAL LOAD 31 PSFXW/TILE 45 PSF) B. FLOOR LIVE LOAD 40 PSF (TOTAL LOAD 50 PSF) C. SEISMIC ZONE 3, V =0.14W D. WIND LOAD 22 PSF E. SOIL BEARING CAPACITY 2000 PSF ASSUMED. SOIL REPORT REQ'D ON ANY QUESTIONABLE SOIL. (1200 DEFAULT FOR CITY OF KENT) 2. FOUNDATIONS A. ASSUMED MAX SOIL BEARING CAPACITY 2000 PSF UNDISTURBED CWT. (1200 FOR CITY OF KENT) B. POUR FOUNDATIONS ONLY ON UNDISTURBED SOIL. (VERIFY) C. UNDER FLOOR SLABS COMPACT FILL TO S5% MMO. 3. CONCRETE A. FOUNDATIONS AND FLOOR SLAB CONCRETE SHALL BE EQUAL TO (2500 PSI). MAXIMUM WATER TO CEMENT RATIO, 5 -i/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND 6 -3/4 GALLONS WATER PER 34 LE. SACK OF CEMENT- 2500 PSI ASSUMED COMPRESSIVE STRENGTH AT 28 DAYS. o SACK MIN /CU. YD.(5 SACK MIN OR SPECIAL INSPECTION IS REQ'D) B. MINIMUM COVERAGE OF STEEL, 3' BOTTOM, 2' SIDES I -1/2' WALLS. FOR SOIL, SEE CODE WHERE SOIL NO PROBLEM. C. EQUIVALENT FLUID PRESSURE, MIN. 35• PER CUBIC FOOT 4. REINFORCING STEEL A. ALL REINFORCING STEEL SHALL BE DEFORMED, INTERMEDIATE GRADE, BILLET STEEL - ASTM A615 -12 GRADE 40, NEW, CLEAN AND FREE OF DIRT. B. SPLICES, WHERE LOCATED AND APPROVED SHALL BE A MINIMUM OF 12 INCHES (2500 PSI) OR 30 BAR DIAMETER (CONC. 4. 2000 PSI 40 DIA.) C. ALL REINFORCING SHALL BE TIGHTLY TIED AND SUPPORTED DURING CONSTRUCTION. D. WELDED WIRE MESH SHALL BE ASTM -AISS. 5. WOOD A. PER UBC SEC. 2305 B. HEADERS/BEAMS - SEE PLANS FOR ALL SIZES AND SPECIES. C. SEE PLANS FOR PLYWOOD. 5, STRUCTURAL STEEL ALL STRUCTURAL STEEL SHALL SE ASTM A36, NEW, CLEAN AND FREE OF RUST. PIPE COL. SHALL BE ASTM a53, GRADE B OR ASOL, A36 STEEL. (ALSO) 1. STRUCTURAL FRAMING A. FRAMING TO BE IN COMPLIANCE WITH USG. SEC. 2320. B. PROVIDE NAILING IN ACCORDANCE WITH UBC SCHEDULE 23- 11 -B -I NOTE: STRUCTURAL ENG. SPECS TAKE PRECEDENCE OVER MIN. NAILING SCHEDULE AND OTHER GENERAL SPECS. C. PROVIDE SOLID BLOCKING AT JOIST SUPPORTS AND BEARING PARTITIONS. D. E. S. ROOFING PROVIDE BRIDGING OR BLOCKING AT MID -SPAN OF ALL SPANS OVER 10 FEET. USE APPROVED JOIST HANGERS WHERE REQUIRED. F. ROOF TRUSSES: SIZES TO BE VERIFIED, DETAILED AND FABRICATED SY TRUSS MANUFACTURER INSTALLATION AND BRIDGING SHALL BE PER MANUFACTURERS SPECIFICATIONS AND INSTRUCTIONS. ALL TRUSSES DESIGNED MUST BE STAMPED BY LIG_ WA. STATE PE_ CARE MUST BE TAKEN DURING ERECTION BY BUILDER TO NOT OVERLOAD TRUSSES WITH BUILDING MAT. 4 TO ADEQUATELY BRACE TRUSSES. S. STUD WALLS A. USE 2x5 HF 2 STUDS AT IS' O.C. (24' C.C. MAX.) PER USG 2320 W/ 2x4' CONSTRUCTION, SPACING NOT TO EXCEED 16' O.C. W THREE STORY STRUCTURE 2x6' STUDS MUST SE USED LOWEST LEVEL U SPACING NOT TO EXCEED I' O.G. B. DOUBLE TOP PLATES SHALL HAVE JOINTS STAGGERED NOT LESS THAN 4 FEET. MIN. NAILING OF S -16d e 48' MIN LAPS e EACH SIDE OF JOINT WASH m 12' C.C. BETWEEN PLATES FOR EXT. 4 NT. LONG WALL (2 4 3 STORY BLDG). A. APPLY ROOFING IN ACCORDANCE WITH UBC. SEC. 1503, S. PROVIDE ATTIC VENTILATION AS INDICATED ON ROOF FRAMING PLANS. 4 SECT. 1505- FLOOR DIAPHRAGM: MINIMUM 19/32' THICKNESS APA RATED TONGUE 4 GROOVE SHEATHING WITH IOU NAILS 6' O.G. AT SUPPORTED SHEATHING PANEL EDGES AND 10' C.C. AT INTERMEDIATE FRAMING MEMBERS (SEE ARCH. PLANS AND OR GENERAL NOTES FOR REQ'S.). SPEGitICATIONS: CONCRETE AND STEEL SPECIFICATIONS: 1. USE 2,500 PSI CONCRETE SPECS AT 28 DAYS. 2. USE ASTM, AGE8-6B OR EQUAL GRADE 40 REBAR LAPPED 30' MIN. AT SPLICES, CORNERS 4 INTERSECTIONS. IF 0000 PSI CONCRETE, LAP 40' DIAMETER MIN. FOR MANUFACTURED ROOF OR FLOOR TRUSSES INCLUDING GIRDER TRUSSES, ETC.: 1. THE TRUSS MANUFACTURER SHALL PROVIDE ALL DESIGN AND ENGINEERING WITH WASHINGTON STATE PE. STAMP ON DESIGNS. DURING ERECTION OF TRUSSES, THE BUILDER SHALL TAKE CARE TO ADEQUATELY BRACE TRUSSES 4 ALSO NOT TO OVERLOAD THEM WITH EXCESS BUILDING MATERIALS. RECEIVEp CITY OF iUKWiLA JAN 2 8 200 Z PERMIT CENTER WIND REGION NAILS 'CCVt f-Ab i tNIN4 _ViNt L 1 Fastening Schedule (nmcnes on canter: PANEL LOCATION I X 25.4 =0R mm Greater than 90 mph (145 WmM) 8d common Panel edges' 6 6 ! 4 Panel field ± b j 6 6' Greater than SO mph (129 km/h) to 50 mph (145 km/h) ed' common Panel edges 3 I 6 b Pane! field 12 80 mph (129 km /h) or less ed common Panel edges 3 6 6 6 Panel field 12 { 2 12 CRANE DESIGN. Inc. - Reserves All -egal RIChts To `laterral On TnIs Sheet - Subject To Criminal °•osecutton L/Ci �'..iL CONNECTION ,foist to sill or Girder, toenail 2. Bridging to j oist, toenail each ono x 6' (25 mm x 1522 mm) suieflcor or 'less to each joist, Face naii 4: Wieser than x 6" (25mm x 152mm) subfloor to each joist. Face nail 3 -8d 2 - :nod 5. _ I51mm) subfloor to joist or girder ciind oand race nail o. Sole date to joist or blocking, typical race naii :tie Fiats: to joist or blocknd at orated wa - 11 carets Top plate to stud, end na 1 8. Stud to sole elate Douicie studs, Face naii 110. Double too plates, typical face nail boucle tcc plates, lap soiice 11. 5locicinc petween joists or rafters to too 'plate toenaii i2. Rim :Gist to top plate, toenail 3. Top plates, laps and intersections, face nail e. Ceiling Foists to plate, toenail I6. Continuous header to stud, toenail Ceiling joists to parallel rafters, Face nail 119. Rafter to plate, toenail 24. Built -up girder and beams Subficor. roof and wail sheathing (t-, framing:: ' 1 non = 25 4mm) /2' and less 5/32 - 3/ T /8' - 1/8' -'I /4' i. Panel siding (tc framing): I /2' (3mm) or less 5/8' (16mm) e. =ileerboaro sheathing:' 1 /2' ' 3mm) 25,23' 20mm) 29. interior paneling I/4' (5.4mm) 3 /S' (9.5mm) "Use 8d ring-shank-nails in this zone if mean roof height is e reateri.han 25 feet ( 1600 mm), •CONTRACTOR NOTED All Dimension Shall Be Checked And Verified Prior To Construction. NAILING 3 -Sd 2 -8a i6o at 16 4 06mm) c.c. 3 -i6o cer '6" (406mm) - -Teo 4 -30, tieera"! Cr 2 -'6d. end nail '6d a, 2u: rai0mm) c.c. 1 6d at 2 010mm, plot 8 - 16Q 3 -ed Sa at o' '52mm) o.c. 2 -Vied 14 Continuous header, two pieties bo at ' 6' . o.c. along each edge 3 -Sd 11. Ceiling joist, laps over partitions, face nail 3 -i6o 3 -I5d 3 -Sd 120_ 1 ' (25mm) grace to each stud and oiate. Pace naii 2 -ad 21. !' x 8' (25mm x 203mm) sheathing or less to each bearing, Face naii 22. Wider thar I' x 8' (25mm x 203mm) sheathing tc each bearing, Face nail 3 -Sd 2 -Sc 23. Built -up corner studs l6d at 24' (6i0mm) c_c. 20d at 32' 813mm) c.c. at to and bottom and staggered 2 -20d at ends ano at each splice 5imm) clanks 2 -16d at each bearing 26. Wood structural panels and particaiboarc: Tod' • 3d 6Q" ad' 0d`or 3d' bo Sc No. odes Lb` No. 6ga' No. 'I gab 8, 1 4 ,10 ' bd II 'Common or box nails may be used except where otherwise std* toot 2 Naits spaced at 5 inches (152mm) on center at edges, 12 inches (30: ) at intermediate supports except 6 inches (152mm) at all suports driiere spans are 4S inches (1219mm) or more. For nailing of wood strut:Aural panel and particeiboard diaphragms and shear walls, refer to Section 231533 and 23154_ Nails for wall sheathing may be common, box or casino. 'Common cr deformed shank. 'Common. sDercrmed shank .Corrosion- resistant siding or casing nails confcrminc to the requirements ci Sec -ion 23043 Fasteners stated 3 inches ' on center at exterior edges arc 6 Inches :52mm) on center at intermediate suopo ts. 3 Corresion- resistant roofing nails .2itr. 7 /16 - inch - diameter Im -; head aro 2- non ' emm length For /2- nch (13mm, sheathing and 3/4 -inch 'mm, lenoth nor 20rr .. sheathing confcrminc tc the requirements of Sec i n 230437 °Corrosion resistant stapies with nominal T 1 6 - nch Ilmr, crown ano S- -non '2°mm iengt" For /2 -Inch (13mm) sheathing and • :/2 -inch (38mm) ienoth =or 25/32 - inch i 20m..% sneatrinc conforming to the requirements of Section 23043 ' supports at I6 inches (406mm) 20 :names 'S08mm) trenctr x e n tre cnc direction of the panel, unless otherwise marked . Casing Cr F inish rc .i_ .,oat_ ° c o :ranee. 152mm) on panel edges, l2 Inches (305mm) at intermediate supports. Panel supports at 24 inches `510mm). Casing or Finish nails spaced 6 none 52 -m) on panel edge;, 1 2 inches (305mm) at Intermediate supports. A5LF r /OF i-4_ NC; N ^ _?tip. C.:H I Applies "only to mean roof heights up to 35 Feet (1 . 00 mm). -or mear roc, Heights over 35 feet (10 700 mm), the nailing shall be designed. 2 The roof Fastening zones are shown to the right, 3 Edge spacing also applies over roof framing at gable -end wails. SOLID DEL IBURNING- APPLIANCES Solid fuel burning appliances inciude airtight stoves, Fire places stoves, room Heaters /firepiaces stoves, Factoru -built Fireplaces, and fireplace inserts. Unless otherwise adopted ou King County, all solid fuel burning appliances shall comply with 991 UB.G. a 957 EATING Each dwelling unit shall be provided with heating - facilities capable of maintaining ,O*F at a 'point 3' above the floor in ail habitable rooms wren the outside temcerature s as set forth "n Section 310.11 U.B.G. A Fuel burning eduioment located within the building envelope +"constructed 'under the 'W.S.E.C.) sha l I obtain combustion air F rom outdoors, meeting the provisions of Section 101 'JM_C. NOTE: BULL DING- ENVELOPE The elements of a building which enclose conditioned spaces through which thermal energy may oe transferred to or From the exterior. 5. Fuel ourning ouipment located outside the building envelope shall meet the provisions of Chapter 3 UM.C, Ductwork, location and source of combustion air, refer To Chapter 6 UM.C. Ali warm -air 'urnace shah oe 'listed and iabeled by an approved agency ano installed to listen specifications, Chapter 3 U.M.C. Acbiiances Intended For installation in closets, alcoves or confined spaces shah oe so listed. Section 3042 JM,C. No warm -air Furnace shah be installed in a room used of designed to be used as a bedroom, bathroom closet or in any enclosed space with access only through such room or space except direct vent Furnaces, enclosed furnaces ano electric "eating Furnace Section 30 U.M.C. No warm- air Furnace shall de `nstallcc 'n a closet or alcove less than 12' wider, than the .Furnace or Furnaces" installed with a 'minimum clear working space less .ran 3" along the sides, patio and too of the Furnace. Section 30 UM: C. _IgueFiea petroleum, das- ournind appliances shall not be installed in a pit, casement, or similar location where Heavier- than -air gas might collect. Abciiances so fueled shall not oe installeo in an above - grade under floor space or basement unless such location is provided with an approved Weans for removal of unburned Gas. Section 304.5 U.M.C. (Approval' must, oe _granted oy the Building Cfric :ai. - eating and cooling equipment ! ocated in a g arage and which generates a g low, spark or flame capable of "gniting Flammable vapors shall oe installed with the pilots and burners or heating elements and switches at least iS' above the floor level. Section 303J3 U.M.C. Fire dampers need not be Instailea in air ducts gassing through the wall, Floor, or ceillnd separating a r (Group R, Division 3 Occupanc) from a garage (Group U, Division 1 occupancy -provided such ducts within the garage are con- structed of steel having a thickness not less than 0.019 inch (No, 26 Galvanized sheet gauge) and have no openings into the garage, Section 302.4 U.B.C. Warm -air furnace' installations In attics or crawl spaces shall comply with Section 315 and 320 iUM -G. Every. appliance ' ciruer range, etc.) designed to be vented shall be connected to a denting system complying with Chapter 8, UM.G. =very 'actcru built chimney, Type _ vent. Type ,ten gas vent or Type 5W g_a5 vent snail be "nstalled `n accordance with the terms of its listing, manufacture 'a nst- - notions and trc aobiicable orcvisions of. Chapter 8 UMC. /ent connections snail oe "nstai'ea within the space cr area in which the appliance _ . ocated and shall be connected tc a chimney or vent in such a manner as td maintain the clearance to combu_tibles per Section 815, and Table 3 -C, UM.C. DUCTWCRi(: Duct Systems shall be of :metal as set Forth in Tables Nos. a -A, b -B. a 6 -C or Factory-made air ducts complying with Chapter 6 UI.C. Joints and seams shall be substantially airtight, Section 501.5 Table No. 6-4 (rectanguiar ducts) and Table No.6 -5 (Flat. Oval, and round ducts), J.M.C. C Installation of ducts shall comoiu with Section 503 U.M.C. D. Duct insulation shall be installed in accordance with Section 604 U.M.G. I ROCF RIDG -E 4 r T� T. 4 T. + I 1 -= FT. (INCLUDING- I FT. OVERHANG -) ROOF FASTENING ZONES To Reorder Flans 1(800.843 PiLOTS, BURNER. HEATING ELEMENTS n SWITCHES CF THE FURNACE AND H.W. SHOULD BE A MINIMUM OF 8• ABOVE THE G- ARAG-E FLCCR - !=ESE SHOULD ALSO BE PROTECTED AGAINST ANY ✓Ei- IG'ULAR CCL_SiCN. 2. EXIT DOORS SHAL_ SE OP=ERABLE =Rcr 7-4E ''NSiDE WITH _^ NIGH _ :GN T DEAD BOLT OR SECURI -" CHAIN MOUNTED AT 4 HEIGHT F 48' MAXIMUM ABOVE =iNISnED FLOOR 3. ALL WOOD iN CONTACT WITH CONCRETE OR MASONRY" SHOULD BE PRESSURE TREATED WOO AND BRANDED B - AN APPROVED AGENCY. _1ViNG- ROOM CEILING: 'S 2 _ A.BOVE HALLWAY WHICH LEADS TO SLEEPING- ROOMS, A SMOKE DETECTOR ECTOR 'WILL BE INSTALLED AT 714E HIGHEST POINT. 5. RECESSED _.GHTlNG- FIXTURES SHOULD BE I.C. RATED AND ENCLOSURE LINED WIT ^_ 72' GWJB. .APE ANC =WISH. 5. ALL DUCTS, PLENUMS, AND ENCL- OSURE 71RCUG -- OR .ALONG :UN- HEATED S =^G S.I NCLJGING THOSE FROM GARAGE `l,NS I AL_ 3T'CNS), Si -GOLD SE THERMALLY NSuLATEC EXCEPT THOSE -NSTAL 3E WE=N WALLS OR IN A SPACE NOT EXPOSED TO OUT.SiDE AIR. T. :RYER MCISIuRE E Xa2US CUG SHALL NOT EXCEED -` TOTAL F CCM BIKED HORIZONTAL ANC ✓ERT- CAL E ECTi \/E _SNG = CF 8. MASONRY FIREPLACES SHOULD BE PROVIDED iWiTH A TIGHTLY Fi IT iNG FLUE DAMPER AND A READILY ACCEc5IBLE MANUAL CONTROL_ AN OUTSIDE SOURCE OF COMBUSTION AIR SHOULD BE PROVIDED WITH A DUCT OF 4 5O. INCHES MINIMUM AREA AND REA- DILY OPERABLE DAMPER AS PE_R SE/ iON 402 OF - WASHINGTON STATE VENTILATION CCCE. REF. SEC. 3102. C. 3. ,WATER HEATERS LOCATED E N THE GARAGE OF UNHEATED _CGR AR= TC SE :N.5.-TALLE ON NC PRE SSIELE NSJLAT CN. 0. HOT AND CC WATFR HE 4 ER PIP N --F CcAR"A E S -CULL SE INSULATED WI!- 'MINI ''UM R-3 :NSUL. WI T r- A =LAME SPREAD OF 25 OR _ 55. - HE SHOWER SURROUNDS ARE 7C SE A SMOOTH. HARD AND NON - ABSORBEN I U cF .CE NOT =5S 71 TO CRSCVE THE DRAIN INLET. 12. GYPSUM WALL BOARD BACKING - USED FOR TUB OF SHOWER ENCL- OSURES SHOULD BE CF A WATER RESISTANT MATERIAL. CO NOT INSTALL OVER VAPOR BARRIER ON WALLS OR ON THE CEILING. 13. AIR DUCTS PASSING THROUG -H GARAGE WALLS . =LOCR OR CEILING ARE TO BE NC. 25 GAL' /ANIZEC STEEL WITH NO OPENINGS INTO THE GARAGE. 4. LANDINGS OUTSIDE TO SE NC TORE THAN BELOW 'HE THRESHOLD. IS. INTERMEDIATE RAILS - O SE NO "ORE THAN A APART. T)42.-060 7 is. STAIR HANDRAILS AND HAND GRIPS ARE TO HAVE I1 /4' TO 2° CROSS SECTIONALS AND RETURN TO WALL. (CONTINUOUS) IT. 5/8° TYPE 'X" G.W.S. UNDER ALL Stair WELLS AND DOUBLE LAYER IF STRINGER SPACING IS MORE THAN I6°o.c. ie. WATER i- IEATER SHALL BE SEISMICALLY STRAPPED AT A POINT WITHIN THE UPPER I /3RD AND THE LOWER I /3RD OF ITS VERTICAL DIMENSION, THE LOWER STRAP SHALL BE NOT LESS THAN 4 INCHES ABOVE THE CONTROLS. 5. WINDOW MANUFACTURER TO PRO - /IDE PORT 'POLES IN EACH WINDOW IN EACh HABITABLE ROOM. GOOF: ATTIC VENTILATION 45 PER 505 U S.C, SEE ✓ENTALATICNS CALCULATIONS PROVIDED ✓ENT OPENINGS SHALL SE COVERED WITH CORROSION RESISTANT WIRE MESH WITH OPENINGS OF '/ SO. INCH D IMENS ION. 3. ROOF VALLEYS TO SAVE 28 GAUGE GALVANIZED FLASHING. 4. WOOD SHING -.E OR SHAKE TO BE INSTALLED PER 99T UBC CHAPTER 15 a TABLE 5. ASPHALT SHING -LE CC ,F? TO SE NS T ,ALL ED PER ,aa--, UBC Ci -AFTER a TABLE 5 -5- o. 22'.30" A C =C' SS 7C BE ROV DE =CR EACH SEPARATE AT -IC AREA WITH NC -- H AN 30' TFCR HEADROOM -' T - ACCESS DR. TC -A`✓E R -30 NSUL..4 .CN LNiMUi . AND WEATHER STRIPPED ARDWARE TO PRO'vIDE TIGHT CLOSURE. T. TRUSSES- C SE DESIGNED AND STAMPED SY -^ WASHING FON STATE STRUCTURAL ENGINEER_ CALCULATIONS, ARE TC BE 5U5M- 77ED FOR CODE COMPL .:=ONCE PRIOR TO FABRIC.- ION OR =ER- -1T ISSUANCE. 8. APPROVED - ANG -ERS TG BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TC THE MAIN GIRDER TRUSS. TRUSS MANUFACTURER -O PRO - ✓IDE T"PE. 9. NONBEARING WALLS SHOULD BE -VELD DOWN 'FROM THE TRUSS TO BOTTOM CHORD WITH AN APPR- OVED FASTENER TC INSURE TRUSS BOTTOM CHORD WILL NOT SEAR ON NONBEARING- WALL. 10: ROOF TO BE ANCHORED TO RE- SIST NET WIND UPLIFT 'LOADS_ USE SIMPSON 'H" ANCHORS OR ECUI VALENT. 11. T RUSSES WILL NOT BE FIELD ALT- ERED WIThOUT PRIOR BUILDING DEPARTMENT APPROVAL OF ENG- INEERING CALCULATIONS. 12. TRUSSES SHALL HAVE DETAILS AND DRAWINGS ON SITE FOR FELD INSPECTION. 13. PROVIDE SCREENED BLOCKING - OVER SUPPORTS. I.C. SHADED AREAS = FRAME OVER WITH 2x5 RAFTERS a 24°o.c. UN.C. FOLND.ATION: METAL = LASHING TO 5E INSTALLED BETWEEN CONCRETE SLAB, AND WOOD MATERIAL AT EXTERIOR PORCHES AND LANDINGS TO RIM JOIST. 2. CONCRETE PIER PADS ShOUL D PROJECT AT LEAST 5' ASSOVE GROUND UNLESS PRESSURE TREATED MATERIALS ARE USED. � t I �N�= ALL EXPOSED INSULATION MATER - AILS INCLUDING FACING SUCH AS VAPOR BARRIERS OR WEATHERED PAPER SHOULD HAVE FLAME SPREAD SMOKE DEVELOPED RATING SHOWN ON 25/450 OR LESS. NOTE AL_ NFORI"':-1,6 PROVIDED ON Tiflis Si-E=T ',S FER TI-4E STATE OF WASH- NG -TON /EDIFY OCa w CODES IF CONSTRUCTION S IN OTHER TI-.AN 'JiA. S I =' E. CITMENK , JAN 2 8 2002 PERMIT CENTER 1997 �++ U.B.C.