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HomeMy WebLinkAboutPermit D07-287 - WEBER RESIDENCE - STORM DAMAGE REPAIRWEBER RESIDENCE 4621 S 104 ST D07.287 Parcel No.: 5476800025 Address: 4621 S 104 PL TUKW Suite No: Tenant: Name: WEBER RESIDENCE Address: 4621 S 104 ST , TUKWILA WA City+f Tukwila Owner: Name: WEBER THOMAS Address: 4621 S 104TH PL , SEATTLE WA 98178 Phone: Contact Person: Name: CHARLES SHARPE Address: 224 NICKERSON ST , SEATTLE WA 98109 Phone: 206 283 -7121 Contractor: Name: MCBRIDE CONST RESOURCES INC Address: 224 NICKERSON ST , SEATTLE WA 98109 Phone: Contractor License No: MCBRICR099JZ DEVELOPMENT PERMIT Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us DESCRIPTION OF WORK: STORM DAMAGE REPAIR, REPLACE ROOF OVER DECK AND RELATED POSTS Value of Construction: $65,317.22 Fees Collected: $941.36 Type of Fire Protection: International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 0022 doc: IBC - 10/06 * *continued on next page ** Permit Number: D07 - 287 Issue Date: 08/01/2007 Permit Expires On: 01/28/2008 Expiration Date: 03/25/2009 D07 -287 Printed: 08-01 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be compile Signature: doc: IBC -10/06 City o Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Water Main Extension: Private: Public: N Permit Number: D07 -287 Issue Date: 08/01/2007 Permit Expires On: 01/28/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N 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: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Date: permit an know the same to be true and correct. All provisions of law and ordinances er specified herein or not. The granting of this rmit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or . _ • -erf ce o ork. I am authorized to sign and obtain o •ment permit. ///07 Date: orblaticq Print Name: 4it� n;?tpE 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. D07 -287 Printed: 08 -01 -2007 City df Tukwila Permit Center 6300 Southcenter Boulevard, Suite, 100 Tukwila, WA 98188 (206 431 -3670) ALTERNATE PLAN SUBMITTAL AUTHORIZATION FOR LIMITED SCOPE OF WORK � �-�J I.B.C.& I.R.C. Section 104.1 frm g` Project name S t ►- G Application # 1;04 2$ 1 Address -11,0z1. S 1 WI" .t Description of work ' 2i k e j7,4t gj L4 R.�-r L- j pes Related reference number The above project permit applicant, due to the limited scope of work is authorized to submit reduced plan requirements described below. 1. Complete permit application required: (Note, all application must include; 1) property assessor number, 2) copy of contractors license or completed owner waiver form.) RECEIVED of r» AUG 1 2007 2. Minimum plan and/or specification requirement: PERMI car., Site plan / Floor plan V Elevations Foundation Cross sections V Roof plan V W.S.E.C. Compliance Narrative Structural calculations (stamped by Washington State licensed engineer ) Specific required information /`,(17 L 641 N 1T1O 6.15 + 11' L S CO64D1 t( Building Mechanical Other 3. Other special instructions: cr ''t(iNicft-- 5 et- tt 11 / �tlA -lam Authorization by, TBD36/96 -form 12 Date (Authorization void 30 days a r e date issued.) Parcel No.: 5476800025 Address: 4621 S 104 PL TUKW Suite No: Tenant: WEBER RESIDENCE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond -10/06 L' +► City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS * *continued on next page ** Permit Number: D07 -287 Status: ISSUED Applied Date: 08/01/2007 Issue Date: 08/01/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: All wood to remain in placed concrete shall be treated wood. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. D07 -287 Printed: 08 -01 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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. Signatur Print Name: '0 - �CL doc: Cond -10/06 D07 -287 Printed: 08 -01 -2007 Parcel No.: 5476800025 Address: 4621 S 104 PL TUK:W Suite No: Applicant: WEBER RESIDENCE Receipt No.: R07 -01557 Initials: JEM User ID: 1165 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Payee: MCBRIDE CONSTRUCTION RESOURCES, INC. ACCOUNT ITEM LIST: Description BUILDING - RES STATE BUILDING SURCHARGE RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Check 1920 941.36 Account Code Current Pmts 000/322.100 936.86 000/386.904 4.50 Total: $941.36 Permit Number: D07 -287 Status: APPROVED Applied Date: 08/01/2007 Issue Date: Payment Amount: $941.36 Payment Date: 08/01/2007 12:59 PM Balance: $0.00 0951 08/02 9710 TOTAL 94€1 =36 doc: Receiot -06 Printed: 08 -01 -2007 Project: G(J61/2 2e5 Type of Inspection: f- /A/4/ v a 4/o2/ S' /b I /�°L Date Called: Special Instructions: Date Waned aVz84 / Wii. Requ ter: Phone No a,o G -3z /- -- , 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 -3 7 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: pector: (Receipt No.: ✓4 .10 REINSPECTION FEE' REQUIRED /Prior to inspection, fee must be id at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Da te /z 8 / 0A 'Date: Project: G v fG'',- ,its Type of Inspectiox i ,P,q/ ‘ Addr s :6 2/ Date Called: Special Instructions: Date Wan ed: —2 zcVhZ a.m. (---p.m: Requester: Phone No: dog 23 7 INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 51 Approved per applicable codes. Corrections required prior to approval. COMMENTS: nspect� r: / IDate: Z 7.t /4! .00 REINSPECTION FEFtEQ ED. Prior to inspection, fee must be d at 6300 Southcenter BBlvd.. Suite 100. Call the schedule reinspection. pt No.: 'Date: COMMENTS: 1 Type of Inspe ion: J :, J Address' . .► f ca,, R' , /hi� /J /4/43-1 //� v / /o1, ,7 ') ; " f 9e- .14..PH,- e / 2 ,,-)4 /I) PX1UIP� 1J 7/ �, Gf t, / P ./ 1 ? / \ r.r c4 !74v W �✓frfrit _ 7 llaAr.. GY Tk-e Requester: (f7 17 e?-v- /oil/ ei G (A 4 4-,1 /s•+r X200 'i • / /yd. x ,- // Pro ct: &�5 • Type of Inspe ion: J :, J Address' . .► — Date ailed: Special Instructions: q6 -2 ./ / C /" p / Date Wanted: 4/ 7 �,ai. Requester: Phone No' L/ c 2 v � —32/ —Ov9V y CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43136 0 Approved per applicable codes. I lnspec $58.00 paid at 'Receipt Nd.: 'Date: L 22e7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. Corrections required prior to approval. (Date / Z SPECTION FEE REQUIRED. Prior to inspection, fee must be 300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Project:, / n s/I e-/- (/C rS Type of Inspection: / 7, 7An 7 / /- " l »i /..55 //l/L� / - {7// 5 a1� /I X4, "inf -`-›- C...., Special Instructions: Date Wanted: >> /d /HiO7 m, m. 2 1 "V5 1I W /L O /j/6 / le 6/ (-)--- rz-ji/ r le. Project:, / n s/I e-/- (/C rS Type of Inspection: / 7, 7An 7 / Address: 4/62.1 s /a L/P,/ Date Called: Special Instructions: Date Wanted: >> /d /HiO7 m, m. Requester: Phone No: 7-237 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 -3670 Approved per applicable codes. Co rrections required prior to approval. or: 1/4/$4,47 / Date: is /// /0 .00 REINSPECT ION FEE REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: 1 / 6. Ais Type of nspectio _ vU- �l 7 : oR I Address: z// 2 / S /d '/P / Date Called: Special Instructions: _ Date %0 tact; / / - / � d m. G� p.m. Requester: Phone No: ac.) h -326- SSG - 2 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1)67-2f7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206j431 -3670 Approved per applicable codes. E1 Corrections required prior to approval. COMMENTS: Date: � � A r . / 4 /// T7 .00 REINSPECTION FEE RE IRED. Pri r to inspection, fee must be aid at 6300 Southcenter Blvd., uite 100. lithe schedule reinspection. (Receipt No.: 'Date: Project: c �S . 4 4 a ns n: Type of pecti /e - ( 5 -/- Address: - z/s /o Date Called: Special Instructions: � Date Wanted: - 2 t am= p.m. Requester: Phone No: Zs 2V3/ COMMENTS: , n / ALP/`' 2' 4 / — //ti-s. P t° 7/ 1'1 / — s Insp; or: Da SPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 EI Approved per applicable codes. INSPECTION RECORD Min a copy with permit 0b7287 PERMIT NO. (206)431 - 7 Corrections required prior to approval. $58.00 REINSPECTION FEE REQUIR . Prior to inspection, fee mus paid at 6300 Southcenter Blvd.. Sui 100. Call the schedule reinspection. 'Receipt No.: 'Date: , License Information License MCBRICR099JZ Licensee Name MCBRIDE CONST RESOURCES INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600524476 Ind. Ins. Account Id Business Type CORPORATION Address 1 224 NICKERSON ST Address 2 City SEATTLE County KING State WA Zip 98109 Phone 2062837121 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 4/9/1991 Expiration Date 3/25/2009 Suspend Date Separation Date Parent Company Previous License MCBRICI164D8 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date MCBRIDE, KENNETH W 01/01/1980 EDWARDS, DENNIS J 01/01/1980 MCBRIDE, PATRICIA 01/01/1980 GIBBONS, FRANCESS J 01/01/1980 WITTE, RICHARD A 01/01/1980 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= MCBRICR099JZ 08/01/2007 04/26/2007 P: \2006 \07051\ 07051.wd,sI.dwg NEW 5 1/2x9 1/2 PSI_ BEAM W/ SIMPSON ACE6 EA. SIDE AND EA. END OF BEAM 6X6 POST TO REMAIN APPROX. 2' -0 "x3' - 0" SKYLIGHTS BETWEEN ROOF TRUSSES (10 TOTAL) (BY OTHERS) NEW PRE - MANUFACTURED TRUSSES PER PLAN EXIST. DECK FRAMING TO REMAIN EXIST. 4x10 BEAM n II / 20' -T' ± SC F 41 I INC LAN g ROOF FRAMING PLAN 4b, SCALE: 1/4" = I' -0" n 1 I11 EXIST. 4x4 POST n 5 2 -J PARTIAL 15UILDING SECTION SCALE: 1/4" = 1' -0" 3 2 2 SKr 1 EXIST. ROOF FRAMING TO REMAIN EXIST. WALL FRAMING TO REMAIN MAIN FLOOR EXIST. FLOOR FRAMING TO REMAIN BASEMENT FLOOR 6x6 POST TO REMAIN LINE OF ROOF ABOVE 4x POSTS FROM ABOVE, TYP. (6 PLACES) NEW PRE- MANNFACTURED TRUSSES AT 2'-0" O.C. 6x6 POST TO REMAIN NEW 4x4 POST, TYP (6 TOTAL) NEW 4x6 HDR, TYP. END BEAMS CANTILEVER TO SUPPORT OVERHANG T--. I I I I I GENERAL NOTES: S 104th F L ACE WORK THIS AREA, SHOWN 514ADED STRUCTURAL NOTES CONT v f t PLAN SCALE: I" = 20' -0" b) I ROOF DIAPHRAGM: APPLY PLYWOOD TO MATCH EXISTING THICKNESS (15/32 MIN.) NAILED TO JOISTS WITH 8d NAILS AT 6" O.C. AT ALL SUPPORTED PANEL EDGES AND AT 12" O.C. ALONG INTERMEDIATE SUPPORTS. METAL HANGERS: METAL HANGERS FOR WOOD FRAMING MEMBERS SHOULD BE TOP FLANGE HANGERS EXCEPT WHERE SHOWN ON THE DRAWINGS TO BE FACE MOUNTED HANGERS. METAL HANGERS SHALL BE FASTENED TO THE SUPPORTED MEMBER AND TO THE HEADER USING TI-IE NUMBER OF FASTENERS CALLED FOR BY HANGER MANUFACTURER. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, DUBLIN, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL LOAD CAPACITIES. NAILS: ALL NAILS SHALL BE COMMON NAILS UNLESS OTHERWISE SPECIFIED OR APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. NAILING SHALL BE IN ACCORDANCE W/ NAILING SCHEDULE TABLE 2304.9.1 IN THE IBC 2003 EDITION. Sd COMMON 2 1 /2 "x .131 DIA. W/ 9/32 DIA. HEAD 10d COMMON 3 "x .148 DIA. W/ 5/16 DIA. HEAD 16c1 COMMON 3 1 /2 "x .162 DIA. W/ 11/32 DIA. HEAD SUBSTITUTION OF BOX OR COOLER NAILS 15 NOT ACCEPTABLE. 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD, PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. 2. TI-IE CONTRACTOR SHALL SE RESPONSIBLE FOR DEMOLITION, TEMPORARY BRACING, SHORING, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES IN CONNECTION WITH THE WORK. 3. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 4. THE REQUIRED AND /OR IMPLIED DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE DOES NOT, AND IS NOT INTENDED TO, INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, NEAR THE CONSTRUCTION SITE. 5. PRIOR TO GENERAL /SELECTIVE DEMOLITION, THE GENERAL CONTRACTOR SHALL OBTAIN THE PERMISSION OF TI-IE OWNER TO DETERMINE WHETHER HAZARDOUS WASTES OR ASBESTOS IS PRESENT IN THE DEMOLITION DEBRIS. SHOULD HAZARDOUS MATERIALS OR ASBESTOS BE FOUND IN DEMOLITION DEBRIS, THE CONTRACTOR SHALL LEGALLY CONTAIN SUCH MATERIAL AND DISPOSE OF IT OFF -SITE IN AN APPROVED DUMP SITE AFTER OBTAINING THE OWNER'S PERMISSION TO DO SO, 6. REMOVE DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS FROM BUILDING SITE. TRANSPORT AND LEGALLY DISPOSE OFF SITE. PROVIDE PROPER WEATHER PROTECTION TO PORTIONS OF THE BUILDING EXPOSED DURING CONSTRUCTION ACTIVITIES. - I. PROTECT FROM DAMAGE ALL INTERIOR FINISHES, FIXTURES AND EQUIPMENT THAT ARE TO REMAIN. S. COORDINATE DEMOLITION AND CONSTRUCTION ACTIVITIES WITH OWNER_ 9. VERIFY ALL GRADES, DIMENSIONS, AND EXISTING CONDITIONS AT THE SITE BEFORE PROCEEDING WITH THE WORK 10. DO NOT SCALE DRAWINGS. 11. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, DIRECTION, AND RECOMMENDATIONS. 12. CONTACT THIS OFFICE AT (206) 281 -1500 IF ANY ADDITIONAL DAMAGE IS FOUND DURING THE DEMOLITION WORK PROJECT NARRATIVE THIS DRAWING PROVIDES TIE DETAILS NECESSARY TO REPAIR THE DAMAGE CAUSED BY A TREE STRIKE. THE REPAIRS RESTORE THE STRUCTURE TO A CONDITION THAT EXISTED PRIOR TO TI-IE TREE STRIKE. NO REVIELIJ WAS BEEN MADE OF THE ADEQUACY OF THE SEISMIC AND WIND FORCE RESISTIVE SYSTEMS JR TI-4E UNDAMAGED PORTIONS OF THE HOUSE. ARCHITECTURAL DETAILING SUCH AS BUT NOT LIMITED TO: WATERPROOFING, FLASHING, VENTING, INSULATION, WINDOWS, DOORS, INTERIOR FINISHES, ETC., IS NOT INCLUDED IN THESE DRAWINGS. FI;egr m :5;t P eery •St ;$ Norfolk St .5 TUkwlta STUDS 4 COLUMNS WALL PLATES 4 SILLS JOISTS 4 RAFTERS HEADERS 4 FLUSH BEAMS BEAMS (4X 4 SMALLER) SITE REPAIR NOTES: VICINITY MAP NO SCALE b STRUCTURAL NOTES: SEPARATE PERMIT REQUIRED FOR: �9 echanical Etectrical N umbing PF Gas Piping City of Tukwila BUILDING DIVISION Seaftie , LEGAL DESCRIPTION: 13ar1gtu St 14.1 t r S••%Attar• St" m • )? ' S Cr St . By to ASSESSOR'S No.: '4 30002S o COPY wit AO. L ' taj T . ril Ran review Gp is subj(ct to errors and omissio En pprow CT c ti cticfl documents does not author ...,:...,.u,;.... , L. ,. . i au:ep = code or ordinance. Race of appro c a � "i ^ / conditions Is acknovirm r City of Tukwila BUILDING DIVISION 3 MERRICKS ACRE TRS DIV # 2 BAAP 5635 FT W 4 24 FT S OF NE COR TN N 51-14 -43 W 1635 FT T14 S 01 -4I -58 W 94.50 FT TO S LN TH E ALCM SD 5 LN 1635 FT TI-I N 01 -41 -5S E 94.45 FT TO POB 1. REMOVE EXISTING ROOF FRAMING OVER SCREENED DECK 2. CHECK EXISTING STRUCTURE FOR ADDITIONAL DAMAGE. 3. INSTALL NEW PRE - MANUFACTURED ROOF TRUSSES TO REBUILD ROOF STRUCTURE. 4. RESTORE SCREENED DECK FINISHES TO MATCH CONDITIONS THAT EXISTED PRIOR TO TREE STRIKE. CODE: TI-IE INTERNATIONAL BUILDING CODE (IBC) 2003 EDITION, WITH TI-IE STATE OF WASHINGTON AMENDMENTS. HEM -FIZZ STUD GRADE Fb = 550 PSI HEM -FIR *2 Fc =405 PSI 14EM -FIR*2 Fb =850 PSI HEM -FIR*2 Fb =850 PSI 1-4EM -FIR*2 Fb =S50 PSI LIVE LOADS: ROOF SNOW LOAD 25 PSF STRUCTURAL LUMBER 4 TIMBER: ALL LUMBER SHALL BE GRADED IN ACCORDANCE WITH CURRENT WWPA STANDARD GRADING RULES FOR WESTERN LUMBER USE THE FOLLOWING SPECIES AND MINIMUM GRADE: ALL PLYWOOD SHALL BE APA RATED SHEATHING, EXPOSURE I, GRADE C -D WITH A MIN. SPAN RATING OF 32/16 FOR ROOF AND 24/0 FOR WALLS. ORIENTED STRAND SOAR IS NOT AN ACCEPTABLE SUBSTITUTE FOR PLYWOOD UNLESS APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. ALL ABUTTING PANELS SHALL HAVE 1/8" GAP AS RECOMMENDED BY AMERICAN PLYWOOD ASSOCIATION. ALL LUMBER IN CONTACT WITH GROUND OR CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARD C2 WITH ACZA TO 0.40 PCF RETENTION BY ASSAY.- PAINT ALL SCARS, CUTS AND DRILL HOLES WITH TWO COATS OF COPPER NAPTHENATE OR CREOSOTE. ROOF' TRUSSES: ROOF TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF WASHINGTON AND FABRICATED IN ACCORDANCE WITH CHAPTER 23 OF THE IBC AND IBC CHAPTER 23, SECTION 230S.10.1, USING DOUGLAS FIR -LARCH OR HEM -FIR MEMBERS. MEMBERS SHALL BE OF THE MINIMUM SIZE SHOWN ON TI-IE PLANS. ALL TRUSS PLATES SHALL BE IBC APPROVED AND DESIGNED TO TRANSMIT 100% OF TI-1E MEMBER LOAD DETERMINED BY THE TRUSS ANALYSIS. THE HEEL CONNECTIONS SHALL BE DESIGNED CONSIDERING THE EFFECTS OF ECCENTRIC LOADING. TRUSS PLATES SHALL BE INSTALLED ONTO CHORD MEMBERS SO THAT A MINIMUM OF 1 1/2" CONTINUOUS CONTACT WIDTH BE PROVIDED FOR 2x4 CHORD MEMBERS, AND 2" CONTACT FOR 2x6 CHORD MEMBERS. THE CONTACT AREA OF A PLATE SHALL NOT INCLUDE AREA OF A WEB OR CHORD MEMBER LOCATED WITHIN 1/2" OF THE END OF THAT MEMBER EACH TRUSS SHALL BE PERMANENTLY MARKED ON THE BOTTOM CHORD, GIVING THE MANUFACTURER'S COMPANY NAME, THE DESIGN LOAD, AND THE SPACING OF THE TRUSSES. PROVIDE TRUSS BRACING AS REQUIRED BY THE TRUSS MANUFACTURER AND THE IBC. VERIFY ALL TRUSS LENGTHS IN TI-4E FIELD PRIOR TO FABRICATION. ROOF FRAMING: PROVIDE CONTINUOUS 2x SOLID BLOCKING FOR JOISTS AT THE SUPPORTS. FLUSH BEAMS (FB) NOT CALLED OUT ON THE PLANS SHALL if DOUBLE JOISTS. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 166 AT 12" Q.G. UNLESS OTHERWISE NOTED. PROVIDE CUT WASHERS FOR ' i�vT HEADS AND NUTS SEARING ON WOOD. CITY OF TUKWILA AUG' 1 2001 ALL INFORMATION ON THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TEC1- INOLOCxIES, INC, Qc COPYRIGHT 2001 0 C O N z Il. ze Pt C V] a, CD 6 REVISIONS No changes shall be made to the scope 01 work Without prior ap oval of Tukwila Building Dion. NOTE: Revisions will require a new plan submitta and may include additional plan review fees. 1L z0 l as ill iLi a lY LLI fa Di 01101K LBO,- i OF 2 Job No. 01051.00 04/27/2007 E: \2007 \07051 \07051.wd. s2.dwg NEW PLYWOOD ROOF SHEATHING W/ PANEL EDGE NAILING, REF, STRUCTURAL NOTES FOR NAIL ING 1 NEW 2x RAFTER TAIL W/ SIMPSON HI TIE NEW 4x BEAM, REF. PLAN NEW 4x POST BEYOND W/ SIMPSON LPC4 POST CAP, TYP. 3' -0" *- MATCH EXIST, NEW 4x POST PER PLAN W/ SIMPSON 434 EA. SIDE AT BASE NEW CONT. 2x BLOCKING AT EXIST. BEAM W/ SIMPSON A34 EA. BLOCK SECTION SCALE: 1" = 1' -0" SECTION SCALE: 1" = 1 NEW CONT. 2x BLOCKING W/ SIMPSON A34 AT 12" ADDITIONAL 2x CONT. BLOCKING W/ (4) 10d NAILS PER BLOCK 4 NEW 2x CEILING JOISTS W/ SIMPSON U24 HANGERS NEW BEAM, REF. PLAN EXIST. DECK JOISTS TO REMAIN EXIST, 4x BEAM TO REMAIN EXIST. 4x POST TO REMAIN NEW SKYLIGHT ASSEMBLY TO MATCH EXIST_ (BY OTI -IER5) SECTION SCALE: 1" = 1' -0" 2 NEW PRE - MANUFACTURED TRUSSES PER PLAN WI SIMPSON LUS28 JOIST HANGERS NEW TRUSS BLOCKING W/ SIMPSON 434 AT 12"0.C. REMOVE EXIST. SOFFIT AS REQUIRED EXIST. DECK JOISTS TO REMAIN, ADD SIMPSON I -1U210 JOIST HANGER AT EA, JOIST 2 SI SECTION SCALE: 1" = 1' -0" 3 • x EXIST_ W FLOOR F TO REMA SECTION SCALE: 1" = 1' -0" 5 LL AND RAM ING IN 2x BLOCKING W/ 16d FACE NAILS AT 6" O.C. TO TRUSS BLOCKIN EXIST. ROOF FRAMING TO REMAIN SIMPSON MSTA24 STRAP EA_ TRUSS TO EXIST. CEILING JOIST. PROVIDE BLOCKING AS REQUIRED EXIST. WALL FRAMING TO REMAIN RECEIVED CITY OF TI IKWILA AUG — 1 2007 ALL INFORMATION ON THIS DOCUMENT IS TI4E EXCLUSIVE PROPERTY OF PACIFIC ENGINEERING TECHNOLOGIES, INC. © COPYRIGHT 2001 m a a 0 N a, cff c LL g LIZ a Y m U a O Q 0 0 "•7 a v CO CO r•O n N- I I CV Ni O CO 4 Q 4 O N N CO E pCj U O 7 � OT al C Ct , r t4 1 f 0 W uL 4 0_ zuw g '� aw Via ft ill W. 111 111 Q 2 OF 2 Job No. 01051.00