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HomeMy WebLinkAboutPermit D04-331 - VICKERS RESIDENCE - REROOF GARAGEVICKERS RESIDENCE 12227 45TH AVENUE SOUTH D04-331 z LU 6 5 -J (..) 0 . (0 CI cow WI J 2u .W o. = oc, E- 0 ZI- WW. 2 0 0 .0_1 W E-, uj 1C 0, 17: 9-- 0 ",1 z 1" 0 I- r-, City o I Tukwila S teven M. Mullet, Mayor• Departnteitt of Community Development Steve Lancaster Dir•ector- 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci. tulavila. wa. us DEVELOPMENT PERMIT Parcel No.: 0179000625 Permit Number D04 -331 Address: 12227 45 AV S TUKW Issue Date: 09/17/2004 Suite No: Permit Expires On: 03/16/2005 Tenant: Name VICKERS RESIDENCE Address: 12227 45 AV S, TUKWILA WA Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: Contractoi VICKERS LANNY L & LINDA F 12227 45TH AVE S, SEATTLE WA LANNY VICKERS 12227 45 AV S, TUKWILA WA OWNER AFFIDAVIT - LANNY VICKERS 12227 45 AV S, TUKWILA WA License No: Phone: Phone: 206 - 762 -1815 Phone: Expiration Date: DESCRIPTION OF WORK: REMOVE OLD ELEVATED ROOF - 13'X 20'. NEW TRUSS 4 -6.5 ROOF FOR DETACHED GARAGE. Value of Construction: $2,500.00 Fees Collected: $174.55 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: V -B Occupancy per IBC: 0022 Public Works Activities: Size (Inches): 0 Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: N Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: N Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: doc: IBC- Permit D04 -331 Printed: 09 -17 -2004 tail NON i ZZ SZ �w � D U UO wm CO) LL w o� LL ?. =w t- _ Z� Z 0. Ul 25 D O N. 01-- W liJ . �O .. Z W U =: O� Z City oY Tukwila Departsie►it of Conimunity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D04 -331 Issue Date: 09/17/2004 Permit Expires On: 03/16/2005 Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. -- — mac � y Signature: �-^ Date: / Print Name: l � 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. Z Z � W WD JU UO N0 co LU W = F- N LL W O. 9-5 LL Q D = CJ: F- _ Z t— H- O Z t- UJ 5. U� O S 0 F- ; W H � LL tL Z O Z R. -.. City of Tukwila face Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0179000625 Address: 12227 45 AV S TUKW Suite No: Tenant: VICKERS RESIDENCE Permit Number: Status: Applied Date: Issue Date: D04 -331 ISSUED 09/08/2004 09/17/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 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. 4: 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. 5: 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. 6: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 7: 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. * *continued on next page ** doc: Conditions D04 -331 Printed: 09 -17 -2004 z Z �w 2 1U U0 w W �U- w U? a =w z t- Z 25 U ON 0 H w u_ O --z U= O z �. City of Tukwila 19C0 i Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 l I 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. I I J Signature: Date: / G' I I Print Name: I z W' WU U O: Co 0 CO N U- WO J ?. LL O. �W z �O z H- UJ U �O CO 0 F- W W` �U u. O LLi z. U= ~O F- z ILA., { � g N� 1905 CITY OF TUKWIL4 Community DevelopmenY Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Building Pear' - Vo. 1 20 , Mechanical Permit No. Public Works Permit No.. Project No. use Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print ** SITE LOCATION . Site Address:_ Tenant Name:_ Property Owners Mailing Address: ON City Zip CONTACT: :PERSON. Name: Day Telephone: Mailing Address: 15 ��celi /et /��t City State Zip E -Mail Address: Fax Number: GENERAL CONTRACTOR.INFORMATION.- (Mechanical Contractor information on back page) Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD -.All plans must be wet stamped by Architect of Record Company Name:_ Mailing Address: Contact Person: E -Mail Address: City State Zip Day Telephone: Fax Number: ENGINEER. OF RECORD — All plans must be wet stamped by Engineer of Record Company Name:_ Mailing Address: Contact Person:_ E -Mail Address: \permits pluslicc changes \permit application (7 -2004) Page l City Day Telephone: Fax Number: State Zip King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: ❑ .... Yes R ..No Z W �2 D UO CO co LU W = H �W WO LL Q to 2 F . w Z W W U� CO O F— W �O ui Z CO) O� Z •BUILDING PERMIT INFORMATION -- 206- 431 -3670 Valuation of Project (contractor's bid price): $ _.: � — Existing But ing Valuation: $ Scope of Work (please provide detailed information): !'l�I?�✓�i� o/el —Isk f f _ I . W1 th re h e-new-rac o If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and verhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in on�f the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: f Compact: Handicap: Will there be a change in use? Yes f g ❑ .... ❑ ..No �I� "yes ", explain: ❑..Sprinklers ❑..Autom Ze,combustible Fire Alarm []..None ❑ . Other (specify) Will there be storage or use of flam or hazardous materials in the building? ❑ .. Yes []..No If "yes", attach list of material find storage locations on a separate 8 -112 z ]]paper indicating quantities and Material Safety Data Sheets. \permits plus\icc changes \permit application (7 -2004) Page 2 Z Z �W QQ JU 0 Cl) Cl CO W J= CO LL W O W Q = d 1 F. W Z= 1 H O ' Z I— W W UC3 ON W ~ = W U- 0 —O .. Z W U= O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I" Floor 2 Floor 3` d Floor Floors thru Basement Accessory Structure* Attached Gat-age .Detached Garage. t 1 0 C `r_d /CCl7 Attached Carport Detached Carport Covered Deck . Uncovered Deck PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and verhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in on�f the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: f Compact: Handicap: Will there be a change in use? Yes f g ❑ .... ❑ ..No �I� "yes ", explain: ❑..Sprinklers ❑..Autom Ze,combustible Fire Alarm []..None ❑ . Other (specify) Will there be storage or use of flam or hazardous materials in the building? ❑ .. Yes []..No If "yes", attach list of material find storage locations on a separate 8 -112 z ]]paper indicating quantities and Material Safety Data Sheets. \permits plus\icc changes \permit application (7 -2004) Page 2 Z Z �W QQ JU 0 Cl) Cl CO W J= CO LL W O W Q = d 1 F. W Z= 1 H O ' Z I— W W UC3 ON W ~ = W U- 0 —O .. Z W U= O Z MECHANICAL PERMIT INFOIATION — 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address Contact Person: E -Mail Address: city Day Telephone: Fax Number: Zip j Contractor Registration Number: Expiration * *An original or notarized copy of current Washington State Contractor License must be 1 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information at the time of permit issuance" Use: Residential: New .... ❑ Commercial: New .... ❑ Fuel Type ' Electric ..... ❑ Gas .... ❑ i I Replacement..... ❑ Replacement. Indicate type of mechanical work being installed an quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Com pressor: Q Furnace <IOOK BTU Air Handlin nit >10,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace >100K BTU Evaporafor Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ve ation Fan Connected Thermostat 15 -30 HP /1,000,000 BTU t in le Duct Suspended/Wall/Floor entilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling U Incinerator — Comm/Ind Other Mechanical <I0,000 CFW I I I Equipment :PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. i Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGE Signature: Print Name: a / 4f i? Mailing Address: Date Application Accepted: Date Application Expires: I Staff-Initials: ,� G_ -5- 1S- Date: 1 Day Telephone: City State �perntits plusVcc changes \permit application (7.2004) Page 4 I I�. i I Z Z W vo Cl) CO W J = H N lL. WO LLQ N = a �W Z H 1-- O Z l— W �5 U� ON 0H W F- u- O t11 Z U= O F- Z taus City o f Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0179000625 Address: 12227 45 AV S TUKW Suite No: Applicant: VICKERS RESIDENCE Receipt No.: R04 -01197 Initials: BLH User ID: ADMIN RECEIPT Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Payee: LANNY L. VICKERS TRANSACTION LIST: Type Amount - - - - -- Method Description - - - - -- Payment Check 9303 66.99 1 i ACCOUNT ITEM LIST: Description Account Code �' Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 66.99 I D04 -331 PENDING 09/08/2004 66.99 09/08/200412:37 PM $107.56 Total: 66.99 '7 09109 9( TOTAL 66 9 ,-1 doc: Receipt Printed: 09 -08 -2004 z IZ w UO ( J H N w W O , J LL � = w F- z ��... H O z �- w LL I �o O� � F- w W ti O W z O H- z i J � Ci ty �of f9C6 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1 RECEIPT Parcel No.: 0179000625 Permit Number D04 -331 Address: 12227 45 AV S TUKW Status: APPROVED Suite No: Applied Date: 09/08/2004 Applicant: VICKERS RESIDENCE Issue Date: Receipt No.: R04 -01261 Payment Amount: Initials: SKS Payment Date: User ID: 1165 Balance: j Payee: LANNY L. VICKERS TRANSACTION LIST: j: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- j Payment Check 9309 107.56 i ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 103.06 STATE BUILDING SURCHARGE 000/386.904 4.50 107.56 09/17/2004 02:30 PM $0.00 Total: 107.56 Z � H W JO U O N o C0 W J S2 w. WO }} J LLQ = CI �w Z = r~ H O Z (-: W W U� O� W U �O LLI Z. U= O Z.... 5 i.( ? 7 09/17 '1716 TOTAL. 107,-56 doc: Receipt Printed: 09 -17 -2004 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) -3'670 Proje V i @.1" rs R ,r Type of Inspection: r- I n1 r-t r Address: Date Called: Z-2 I'I L) J Pr S I0 -1z -� Special Instructions: Date Wanted: a. m. I (D - 1 3 —o p.m. Requester: LAAW Ph r e No: a.. v L� 7 �0 z- — 1911S. Receipt No.: I Date: I Z F- L) UQ N LU J H C0 U. W O LLQ cf) = f.. W Z H [�- O z 5. U� O� o�- W W HP 111 Z U CO) O H Z pproved per applicable codes. O Corrections required prior to approval. INSPECTION RECORD -3 Retain a copy with permit Dbq -3 3 1 INSPECTION N0. 4PETNO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj ct: Type o! 1pspection: .Lees JZ e V RArvtii ,J Address: Date Called: 12 Z Z"7 H I o -l -vy Special Instructions: Date Wanted: a.m. 1 U — p.m. Requester: Phone No: I Receipt No.: IDate: I Z �Z �W JU 0 (00 w= J �. CO U- WO W? N = W Z� l'-O z w- W W UC3 O -. � F— WW W Z 111 N U O Z Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit DO/ - 3 a INSPECTION NO. PER O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431 -3670 Proje : j C Type of Inspection: C� • Address: IZ L"� w5 Date Called: to TZ JO Special Instructions: Date Wanted: M to d p.m. Requester: L P one No• ao6 62- I Z W JU UO o. C0 Lb U- W O . U co ) 2 W Z 2 H O. Z H 5 U� O CO. o�- W W. LL: O 111 Z CO) O Z Approved per applicable codes. Corrections required prior to approval. . INSPECTION RECORD INSPECTION N0. Retain a copy with permit PE T CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj ct: on: Type a�, QV Address- " t S t h oc Date Called: © �� m S ecial Instructions: Date Wanted: r a.m. h3 Requester: 1 Ph e Receipt No.: Date: Z �W QQ� JU UO U) Cl CO) LLI �LL WO L? N CY = W ' Z F- F- O w �� UC3 ON O I` WW H� • U- Z ll! U= O Z ): I proved per applicable codes. El orrections required prior to approval. *t oink UQ "go ON" eD 00 O O NOTICE: IF THE E DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT., t , WARNINGS: TRU55=5PA "Wom 1. READ ALL GENERAL NOTES AND WARNINGS BEFORE ERECTION OF TRUSSES. 2. BUILDER AND ERECTION CONTRACTOR MUST READ ALL GENERAL NOTES AND WARNINGS BEFORE ERECTION OR INSTALLATION OF TRUSSES COMMENCES. 3. l Y4 COMPRESSION WEB BRACING MUST BE INSTALLED WHERE SHOWN +. 4. ALL LATERAL FORCE RESISTING ELEMENTS SUCH AS TEMPORARY AND PERVbljVENT BRACING, MUST BE DESIGNED BY THE DESIGNER OF THE COMPLETE STRUCTURE. TRUSS SPAN LUMBERRVIEN'S BUILDING CENTERS ASSUMES NO RESPONSIBILITY FOR SUCH BRACING. S. NO LOAD SHOULD BE APPLIED TO ANY COMPONENT UNTIL AFTER ALL BRACING AND FASTENERS ARE COMPLETE, AND AT NO TI4IE SHOULD ANY LOAD GREATER THAN DESIGN LOADS BE APPLIED TO ANY COMM 6. COMPUTRUS HAS NO CONTROL OVER AND ASSUMES NO RESPONSIBILITY FOR THE FABRICATION, HANDLING, SHIPMENT AX0 INSTALLATION OF COMPONENTS. REVIEWED FOR - CODE COMPLIANCE SEP 15 2004 J&,— I (p I/ - city Of Nita BU D IVIS ION 7 THESE DESIGNS ARE FURNISHED SUBJECT TO THE LIMITATIONS ON TRUSS .. DESIGNS SET FORTH BY THE TRUSS PLATE INSTITUTE IN "HIB -91 SUMMARY SHEET COMMENTARY AND RECOMMENDATIONS .FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" A COPY OF WHICH IS ATTACHED. 8. DO NOT INSTALL DAMAGED OR BROKEN TRUSSES. 9. DO NOT CUT, ALTER, OR DRILL ANY CHORD OR WEB MEMBER OF THE TRUSS. GENERAL NOTES, UNLESS OTHERWISE NOTED 1. DESIGN TO SUPPORT LOADS AS SHOWN 2. DESIGN ASSUMES THE TOP AND BOTTOM CHORDS TO BE LATERALLY BRACED AT 2' -0" O.C• AND AT 12' -0" O.C. RESPECTIVELY UNLESS OTHERWISE NOTED. 3. 2X4 IMPACT BRIDGING OR LATERAL BRACING RECOMMENDED WHERE SHOWN 4. INSTALLATION OF TRUSS IS THE RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR.. S. DESIGN ASSUMES 'TRUSSES ARE TO BE USED IN A NON - CORROSIVE ENVIRONMENT AND ARE FOR "DRY CONDITION " OF USE 6. DESIGN ASSUMES FULL BEARING AT ALL SUPPORTS SHOWN. SHIM OR WEDGE IF NECESSARY. 7. DESIGN ASSUMES ADEQUATE DRAINAGE IS PROVIDED. 8. PLATES SHALL BE LOCATED ON BOTH FACES OF TRUSS, AND PLATED SO THEIR CENTER LINES COINCIDE WITH JOINT CENTER LINES. 9. DIGITS INDICATE SIZE OF PLATE IN INCHES. 10. FOR BASIC DESIGN VALUES OF COMPUTRUS PLATE, INDICATED BY THE PREFIX If C ", SEE I.C.B.O.RR 4211. 11. THE COMPUTRUS NET SECTION PLATE IS BY THE PREFLY If CN ", THE DESIGNATOR (18) INDICATES 18 GA. MATERIAL IS USED. ALL OTHERS ARE 20 W GA. oF � r� o SAP N44 INSPE CTUXNr Fiq COP 3136 B STREET NW AUBURN, WA 98001 (206) 833 -1050 z Z W Q � JU UO (o o. J = F- N LL L L J �J LL = W F- _ z� Z° W W U O N 0 N WW LL H — 0 z W U= O z .�. -...,:..:.... w. e+ . .. 2._... d,....... a, lu.. .aa.,3�:..;a- .t:,,,asLS.:.I:r� •,.. � OLl.L � "' .— . —!+'. °''"_.- !-- 's i;+ri,SYiGot's'+6r �.S�ir. a.' t.'.'`Gd3!'wiLRtY.f '�i,.Y�v" ' f�3.tii?ri{�ie�+�,'�di�4" A� STANDARD GAOtE END DETAIL PAGE 1 OF 2 .1 +DIAGONAL OR L - BRACING 9/26/00 VARIES [�L�r TI1T6L11 f,rl �,AI _ TO COM. 1 2 TR1'^S 6 M H T onch i nmG r ---- 4x4 2X4 NO.2 OR BTR, DF -L 3 1/2" �1 1/2" (BY OTHERS — = j 1X4 OR 2X3 (TYP) /, `. NOTCH AT 24" MAX �j 24" O.C•. (MIN.) A A TO CHORD .2X4 LATERAL BRACING L DG AS REQUIRED PER NOTCH DETAIL TABLE BELOW 3X 3x5 I SPAN TO MATCH COMMON TRUSS - - VERTICAL S T UD r ` TYPICAL 2x4 L -BRACE NAILED UP TO 7' -0" TO 2X4 VERTICALS W /8d NAILS RF�TIDN SPACED AT 8" O.C. A -A 12-6-0 OVER 8' - 6 " LOADINgpsf) SPACING 2 -0 -0 TCLL • 25.0 Plates Increase 1.15 TCDL 7.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code UBC /ANS195 TOP CHORD 2 X 4 HF No.2 ' CHORD 2 X 4 HF No.2 CU. HERS 2 X 4 HF Std /Stud 24" O.C. -- - END � -- WALL — � /- - - - - -- - RIGID CEILING MATERIAL DETAIL A LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END UP TO 7' -0" 2 - 12 INCH O .C. 6 -3 -0 12-6-0 OVER 8' - 6 " 4 - 16d MAXIMUM. VERTICAL STUD HEIGHT SPACING OF VERTICALS I WITHOUT BRACE WITH LATERAL BRACE WITH L- BRACE 12 INCH O .C. 6 -3 -0 12-6-0 9-6-0 16 INCH O.C. 18 INCH O.C. •24 INCH O.C. _ _ NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 70 MPH WIND, EXP. C (WHICH TRANSLATES TO 18 PSF MAX. ACTING PERPENDICULAR TO FACE OF GABLE) 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT. STUD HEIGHT OF V - ". TOP CHORD NOTCHING NOTES f . THE•GABLE MUST. BE FULLY SHEATHED W /RIGID MATERIAL ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24 O.C. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. 3).L• UMBER.MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. 4) :NO NOTCHING IS PERMITTED WITHIN.2X THE OVERHANG LENGTH. tDo. G�.� Continued on page 2 2d314� G EGtsl c""fl� EXPIRES 12 -19El z = F- ' LU W 10 00 cf) CO w J H Lb LL w �_j LLj Cl) CY = W F- 3: F_ �O W �5 U� ON 0H WW H U- O W z U= 0 z STANDARD GABLE END DETAIL 80MPH, GE 2 OF SNOW 3/6/00 4- 10d NAILS MIN. ,PLYWOOD SHEATHING TO 2X4 STD. DF -L BLOCK 2- 10d (TYP) • J_ W 2X4 BLOCK J U UO co ui O J 2 co H SIMPSON A34 W O OR EQUIVALENT + 45° Z 2X4 S D OR STIR SPACED @ 5' -0" O.C. — SHAL BE PROVIDED AT EACH END OF N Ir LEDGER BRAC .EXCEPT FOR BRACE EXTENDED cy STRON BACK INTO E CHORDS & CONNECTED TO CHO S W/ 4- 10d NAILS. Z MAX. NGTH = T - 0" 0 GABLE ENQ W w __� 0- W r STANDARD TRUSSES v SPACED @ 24" O.C. W Z co Z G NOTES 1)2X4,NO.2 OR BTR. FOR LEDGER AND STRONGBACK NAILED TOGETHER WITH 10D NAILS @ 6" O.C. 2 2X4 LEDGER NAILED TO EACH STUD WITH*4 -10d NAILS. 332X4 STRONGBACK TO BE CONNECTED TO EACH VERT. STUD WITH 2 -10d TOENAILS 4)THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX NAILS (0.131" DIA. X 3.0" LGT) THIS DETAIL IS APPLICABLE TO STRUCTURAL GABLE END .IFvTf-fE . F_ OL- L4WIN _GOOItiIDITIJHS= Ar?w-McT: - - - -- -. _.------------ ..._--------- - - - -_. - ------------- •---- __._.____. -..._ 1: MAXIMUM MAXIMUM HEIGHT OF TRUSS = 8'-5' 2. MAXIMUM PANEL LENGTH ON TOP AND SOT. CHORDS = T -0" 3. THE HORIZONTAL TIE MEMBER AT THE VENT OPENING SHALL BE BRACED 4' -0" O.C. MAX. ' 4. PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS.� aF r�. :8334 S /a7NAL`� :-XPIRES - 12A9 -04 lylIV 11 i 2003 I GABLE END TOP CHORD MAY BE NOTCHED 24 "OC FOR 2X4 OUTRIGGER INSTALLATION. SEE DETAIL N2 AT RIGHT FOR NOTCHING OF COMMON TRUSS A 2X4 TOP CHORD ADD-ON BY OTHERS IS REQUIRED WHERE NOTCHING OF COMMON TRUSS TOP CHORD OCCURS n � DETAIL ^ � DETAIL G � GABLE END NOTCHING DETAIL TOENAIL 16d NAILS @ 24. OC 16d NAILS 24. OC GABLE END CONNECTION TO —..�ci WALL TO PREVENT yl_ WIND UPLIFT TO BE SUPPLIED AND DESIGNED BY OTHERS GABLE END TO WALL DETAIL i 4X2 SOLID BLOCKING AT X- BRACING W /(2) 16d ENDNAILED EACH END (2) 16d NAILS THRU X- BRACING INTO 4X2 SOLID BLOCKING (3) 16d NAILS THRU X- BRACING AT 4X4 BLOCK 2X4 X- BRACING W /(2) 16d NAILS EACH END THRU TRUSS CHORDS (2) 16d NAILS THRU X- BRACING INTO BOTTOM i. 1 CHORD LATERAL BRACING SEE 'BOTTOM CHORD LATERAL BRACING DETAIL" ELSEWHERE TRUSS TOP CHORD 1X4 LATERAL BRACING PER TRUSS ENGINHERI, COMPRESSION WEB BRACING 2X4 D -BRACE NAILED W/ (2) 16d EACH THUS 1X4 LATERAL WEB N BRACING. NAIL W/ (2)10d INTO TRUSS G F I I GABLE END TRUSS MUST BE BRACED. SEE X- BRACING DETAIL BELOW LEFT FOR CALL -OUTS. SEE DETAILS N AND W AT LEFT FOR TOP CHORD NOTCHING AT OUTRIGGERS AND CONNECTION OF GABLE END TO WALL. GABLE END BRACING DETAIL 1J C 2X4 CONTINUOUS LATERAL BRACING NAILED TO EACH BOTTOM CHORD W /(2) 16d NAILS TOENAIL TRUSS TO BEARING W /(3) 16d (2 -EA. AT ONE SIDE AND 1 -EA. AT OTHERSIDE) _ T NOTE: THE ABOVE NAILING IS INTENDED FOR TRUSS ERECTION. CONNECTION TO BEARING TO PREVENT WIND UPLIFT TO BE SUPPLIED AND DESIGNED BY OTHERS D) TRUSS TO BEARING DETAIL TRUSS TOP CHORD MUST BE LA TERALL Y BRACED,, WITH CONTINUOUS PLYWOOD SHEATHING, 1X4 SPACED SHEATHING AT 1' -0' OC, OR 2X4 SPACED SHEATHING AT 1' -0 OC MAX. X- BRACING AT 20• -0. OC ALONG THE BOTTON CHORD LATERAL BRACING. SEE "X- BRACING DETAIL" =EWHERE. 2X4 BOTTOM CHORD LATERAL BRACING. 2X ATTACH TO BOTTOM CHORD W/ (2) 16d NAILS AT EACH TRUSS. ADD 1X, ADDITIONAL BRACING IP SPACING EXCEEDS W -0" OC. (TRY TO 0 , EQUALLY SPACE THE 2X4 LATERALLY) y _ THE SAME TYPE, THEREBY NOT PERMITTING UNDFJR VALLEY SET FRAMING, APPLY 2X4 DIAGONAL BRACING AT. 2X4 CONTINUOUS TOP CHORD LATERAL 20• -0. OC AT OPPOSITE SIDE BRACING AT 2' -0. O/C AS SHOWN IN OP WEB FROM 1X4 CONT. WEB VALLEY RAPIER SET SECTIONS A, B, C BRACING. SEE "COMPRESSION. 12 WEB BRACING" ELSEWHERE. r TRUSS PROFILE W/ BRACING 2X6 VALLEY RAFTER 2X6 VALLE] 0 W/ 2X4 PO: CONNECTIOI 2X4 RAFTER _POST POST NAILING: AT 48. OC (2) 16d TO TRUSS (3) 16d TO JACK 2X4 LATER] BRACING Al 2X4 LATERAL BRACING AT 2• -0. O/C 2' -0. O/C OR CONTINUOUS PLYWOOD SHEATHING EMAI .� L TRUSS HOTTON CHORDS OP � . VALLEY TRUSS SET W /(2) 16d AT EACH SUPPORTING TRUSS TOP CHORD. PLYWOOD SHEATHING NOT REQUIRED BETWE ROOF TRUS: VALLEY TRUSS SET AND TOP CHORDS OF STRUCTURAL TRUSSES UNLESS SPECIFIED BY BUILDING DESIGNER SEE "ALTERNATE CONNECTION ALTERNATE CONNECTION AT VALLEY TRUSS SET' AT RIGHT AT VALLEY TRUSS SET H BOTTOM CHORD LATERAL C SECTION AT RAFTER ( RIDGEBOARD) B BRACING DETAIL TO POST TO TRUSS CONNECTION "X• INDICATES LOCATION ROOF TRUSSES SUPPORTING OF 2X4 POST UNDER RAFTERS THE VALLEY SET AND RIDGE BOARD. POSTS SUP TOIb 4 G,',0 VAL LEY M AX II 1 ii II L II II 14 i 2X 5 1 IF V 2X4 T -BRACE OVER AT O NG] 801, OF THE WEB �I II UB] (IF WEB IS DBL OR MORE MEMBERS, I) I Fl T -BRACE WIDTH TO BE NO NARROWER THAN WEB WIDTH) it I 71 IL II NAIL T -BRACE TO �I WEB W/ 16d B•OC WEB ROOF TRUSSES FORMING THE VALLEY SET ERECTION BRACING: D -BRACE 1. D- BRACING SHOULD BE INSTALLED ON' VERTICAL WEB MEMBERS WHEREVER POSSIBLE, AT OR NEAR LATERAL BRACING. PLYWOOD SHEATHING MAY BE SUBSTITUTID POR D- BRACING 2. CONTINUOUS LATERAL BRACING \ REQUIRED AT MID- HEIGHT OF A COMPRESSION WEB BY TRUSS DESIGN IS PART OF THE PERMANENT BRACING \ NOT USUALLY REQUIRED DURING ERECTION AND INSTALLED LATER NOTE: TOP CHORD AND MOST WEB MEMBERS NOT SHOWK FOR CLARITY T -BRACE DETAIL n NOTE: IF STRUCTURAL PLANS DO NOT SHEATHING WHERE ADJACENT TRUSSES ARE NOT OF SHOW CONTINUOUS PLYWOOD THE SAME TYPE, THEREBY NOT PERMITTING UNDFJR VALLEY SET FRAMING, APPLY CONTINUOUS 'BRACING OVER THE COMPRESSION . 2X4 CONTINUOUS TOP CHORD LATERAL WEBS, SEE T- BRACING DETAIL ABOVE. BRACING AT 2' -0. O/C AS SHOWN IN VALLEY RAPIER SET SECTIONS A, B, C PLAN VIEW OF VALLEY RAFTER SET NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 2X6 2X4 PAD 2X6 12 HF RIDGEBOARD RIDGE POST AT 4'-0• 2X4 TOP CHORD LATERA BRACING MAX. 2' -0" O UNDER VALLEY FRAMING A ) SECTION AT RIDGEBOARD 1X4 CONTINUOUS COKPRESSLOli - WEB BRACING. SEE TRUSS ENGINEERING FOR EXACT LOCATIONS. ATTACH TO WEB W/ (2) Lod AT EACH TRUSS. SEE "COMPRESSION WEB BRACING" ELSEWHERE. THE NUMBER OF TRUSSES THE X- BRACING FITS BETWEEN VARIES WITH HEIGHT AND IS C[TT TO MAINTAIN AN APPROXIMATE ANGLE OF 35 TO 55 DEGREES �_X- BRACING DETAIL Job Truss Truss Type Qty Ply LANNY VICKERS 04 -2365 1 -GE COMMON 1 1 813246428 T- S BC 0.05 Vert(TL) -0.01 1 >999 180 Solely Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. BCLL 0.0 Job Reference (optional uss- pan Lumbermens, Aubum,vvA 98001 5.200 s Jan 16 2004 MiTek Industries, Inc. Mon Aug 1612:43:27 2004 Page 1 13.3.0 14-1.0 1.0-0 8.7.8 6.7.8 0.10.0 3x4 = Scale = 1:28.9 IT 13.3.0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.15 Vert(LL) n/a - n/a 999 M1120 185/148 TCDL 10.0 Lumber Increase 1.15 BC 0.05 Vert(TL) -0.01 1 >999 180 Solely Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. BCLL 0.0 Rep Stress Incr YES WB 0.05 H 0.00 12 n/a n/a BCDL 10.0 Code IBC2000lrP12002 (Matrix) Weight: 57 lb LUMBER BRACING TOP CHORD 2 X 4 HF N0.2 TOP CHORD Structural wood sheathing directly applied or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. OTHERS 2 X 4 HF Stud /Std REACTIONS (lb/size) 2= 196/13 -3 -0, 12= 179/13 -3-0, 18= 96/13 -3-0, 17= 96/13 -3-0, 19= 77/13 -3 -0, 20= 87/13 -3-0, 21= 210/13 -3 -0, 16=78113-3-0,15=83/13-3-0,14=219/13-3-0 Max Horz2= 55(load case 6) Max UplI1112 =2(load case 7), 12 =2(load case 8), 19=- 7(load case 7), 20=- 8(load case 7), 16= 9(load case 8), 15= 7(load case 8) Max Grav2= 272(load case 2), 12= 247(load case 3), 18= 114(load case 2), 17= 113(load case 3), 19= 111(load case 2), 20= 122(load case 2), 21= 285(load case 2), 16= 114(load case 3), 15= 116(load case 3), 14= 298(load case 3) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/55, 2 -3 =- 90/45, 3-4 =- 67127, 4 -5= 53/32, 5 -6= 32/40, 6 -7= 53/34, 7 -8 =- 53/32, 8 -9= 32/35, 9 -10 =- 53/23, 10 -11 =- 69/10, 11-12= 88/47,112-13=0/45 BOT CHORD 2 -21 =0/46, 20 -21 =0/46, 19 -20 =0/46, 18 -19 =0/46, 17-18=0/46,16-17=0/46, 15-16=0146,14-15=0146, 12 -14 =0/46 WEBS 6-18 =88/0, 8-17 =88/0, 5 -19= 95/16, 4 -20= 108/18, 3- 21=- 228/23, 9-16=-96/17.10-15=-105/18.11-14=234/25 NOTES 1) Wind: ASCE 7 -98; 85mph; h =25ft; TCDL= 6.Opsf; BCDL= 6.Opsf; Category II; Exp B; enclosed; MWFRS Interior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gabl End Detail" 3) TCLL: ASCE 7 -98; Pf =25,0 psf (roof snow); Exp B; Fully Exp. 4) Unbalanced snow loads have been considered for this design. •5) This truss has been designed for 2.00 times flat roof load of 25.0 psf on overhangs non - concurrent with other live loads. 6) All plates are 20 M1120 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1 -4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. LOAD CASE(S) Standard Q WARNJNG - Verj& design parameters and READ NOTES ON THIS AND INCLUDED hO ER REFERENCE PAGE MU-7473 BEFORE USE, 7777 Greenback Lane r_—ap Design valid for use only with M connectors. This design Is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Suite 109 Citrus Heights, CA, 95610 MI b for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult ANSI /TPI1 Quality Criteria, 1356.89 and BCSIi Building Component M iTekm Solely Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. Z �- Z W aa 2 JU UO (00 JF_ N U. WO U_ <C = d W Z F_ O Z F_ 5 U ON 0 F- WW F- (1. O W U_N !• _ O Z :'x::r.:; ux� .iJ:''.l,5.. ::i' „rf�i,i. ":.:t �:r:".�:.un,.3e4 ..z.Z:Jx`Liriir�'i:�iYi 'S[Cali� •A.;n1 4 3x4 = 21 20 19 18 17 18 15 14 3x4 = EXPIRES: 12 -19 -04 August 16,2004 Job Truss Truss Type qty Ply LANNY VICKERS 04 -2365 1•GEA COMMON 1 1 R1324642 Vert(LL) n/a - n/a 999 TCDL 10.0 Job Reference (optional a.r,a,, um, uai ens, Auuul n, vvA vouu I 5.200 s Jon 16 2004 MiTek Industries, Inc. Mon Aug 1612:43:29 2004 Page 1 , -1-0.0 8.7-8 133.0 14.1 -0 , 1.0.0 6-7 -8 8.7.8 0.10.0 3x4 = LOADING(psf) SPACING 2-0 -0 CSI DEFL in (loc) I /deft L/d TCLL 25.0 Plates Increase 1.15 TC 0.15 Vert(LL) n/a - n/a 999 TCDL 10.0 Lumber Increase 1.15 BC 0.06 Vert(TL) -0.01 1 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code IBC2000frP12002 (Matrix) LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 OTHERS 2 X 4 HF Stud /Std Scone = 1:28.9 IY 0 PLATES GRIP M1120 185/148 Weight: 50 lb BRACING TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins. SOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb/size) 2= 204!13 -3 -0, 10= 187/13 -3-0, 15= 165/13 -3 -0, 14= 166/13 -3 -0, 16= 88/13 -3 -0, 17= 209/13 -3 -0, 13= 84/13 -3.0, 12= 218/13 -3 -0 Max Horz2= 55(load case 6) Max Upliftl 6=-1 2(load case 7), 13 =13(load case 8) Max Grav2= 279(load case 2), 10= 254(load case 3), 15= 213(load case 2), 14=214 (load case 3), 16= 127(load case 2), 17= 283(load case 2), 13= 121(load case 3), 12= 296(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/55,2-3=-103/32, 3-4= 80120, 4 -5 =68129, 5 -6 =- 75/29, 6-7 =- 75/28, 7 -8= 68/20, 8- 9 =81f7, 9 -10 =- 101/34,10 -11 =0/45 BOT CHORD 2 -17 =0/52, 16 -17 =0/52, 15 -16 =0/52, 14 -15 =0/52, 13 -14 =0/52, 12 -13 =0/52, 10 -12 =0/52 WEBS 5 -15= 17017, 7 -14 =- 170/1, 4-16= 115/21, 3 -17= 226/23, 8 -13= 117/22, 9 -12= 232/24 NOTES 1) Wind: ASCE 7 -98; 85mph; h =25ft; TCDL= 6.Opsf; BCDL= 6.Opsf; Category II; Exp B; enclosed; MWFRS interior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 3) TOLL: ASCE 7 -98; Pf =25.0 psf (roof snow); Exp B; Fully Exp. 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for 2.00 times flat roof load of 25.0 psf on overhangs non - concurrent with other live loads. 6) All plates are 2x4 M1120 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No, 16 -B, LIB LOAD CASE(S) Standard A WARMG - Vert/y design parameters and READ NOTES ONTWS AND DYCLUDED AUTER REFERENCE PAGE 1107.7473 BEFORE USE. 7777 Greenback Lane Desf n valid for use onl with Work connectors. This desi n is based on u on arameters shown, and is for an individual bu1k11n component. Suits 109 g Y e N P P 0 P Citrus Heights, CA, 95610 Applicability of design paramenters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown k for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responslbillity of the j� ek erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding � fabrication, quality control, storage, delivery, erection and bracing, consult ANSI /TPIi Quality Criteria, DSB•89 and BCS11 Building Component Safety Information available from Truss Plate Institute, 563 D'Onofdo Drive, Madison, WI 53719. M! � Z Z � W JU U UD CO Uj J = H CO LL W O 9Q CO) = a �W Z 1— O Z I_ W Uj �O U O - F-- WW F— H lL O .Z U= O F— Z •. 1 .J«Lu,3::'.l.a, «'h:tiru ::F : Jn+A'':.Si.�eq;= .l:av:: �JV,:a;4:iii «.:da4< � J mk m trr .`i � e ` ° +w1 ' �'Ji '. �' ✓:...... ,.:n..: «: �,:'.��`.�'.:'. ,�...... �...». i, �., 'n. :�lkr h > .d+ > •NN:637Y+ihn.G.'4t! •• ..4.. `1.rc�u{'din.h:iwN2'IgY. i:'si.ws4liHd•Y•{:WL� �' 3x4 = 3x4 = EXPIRES: 12 -19 -04 August 16,2004 .^y Job Truss Truss Type Oty Ply LANNY VICKERS Plates Increase 1.15 TC 0.22 TCDL 10.0 813246430 04 -2365 1 -TR COMMON 9 1 YES WB 0.18 BCDL 10.0 Code IBC20001TPI2002 (Matrix) Job Reference (optional Truss -Span Lumbermens, Aubum,WA 98001 5.200 s Jan 16 2004 MiTsk Industries, Ina Mon Aug 16 12:43:30 2004 Page 1 -1.0.0 3.8.11 8.7.8 9.8.5 13.3.0 14.1.0 1.0.0 3.8.11 3.0.13 3.0-13 3.8.11 0.10.0 44 = Sale = 1:27.9 LOADING(psf) SPACING 2-0 -0 CSI TCLL 25.0 Plates Increase 1.15 TC 0.22 TCDL 10.0 Lumber Increase 1.15 BC 0.33 BCLL 0.0 Rep Stress Incr YES WB 0.18 BCDL 10.0 Code IBC20001TPI2002 (Matrix) LUMBER TOP CHORD 2 X 4 HF No.2 BOT CHORD 2 X 4 HF No.2 WEBS 2 X 4 HF Stud /Std REACTIONS (lb/size) 2=66310-5-8,6=64910-5-8 Max Horz2= 55(load case 6) Max Grav2= 788(load case 2), 6= 769(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0157, 2 -3 =- 948/0, 3 -4= 646/0, 4 -5=- 646/0, 5 -6= 954/0, 6 -7 =0147 BOT CHORD 2-8=0/742,6-8=0/750 WEBS 34=- 318/34, 4- 8= 0/361, 5-8 =- 324/35 4 I v 0 DEFL In (loc) I /deft L/d PLATES GRIP Vert(LL) -0.04 2 -8 >999 240 M1120 185/148 Vert(TL) -0.10 6 -8 >999 180 Horz(TL) 0.02 6 n/a n/a Weight: 48 lb BRACING TOP CHORD Structural wood sheathing directly applied or 5-8-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. NOTES 1) Wind: ASCE 7 -98; 85mph; h =25ft; TCDL= 6.Opsf; BCDL= 6.Opsf; Category II; Exp B; enclosed; MWFRS Interior zone; cantilever left and right exposed ; and vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 2) TCLL: ASCE 7 -98; Pf =25.0 psf (roof snow); Exp B; Fully Exp. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for 2.00 times flat roof load of 25.0 psf on overhangs non - concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. LOAD CASE(S) Standard )' ej Z W � JU UO co o NW W= J H, C0 UL W O L Q. co D T O F_ W Z F- O Z H W U .O N � F- WW ~ H LL 0 .Z U= O Z 4x4 = 3x8 = 4x4 = 8-7 -8 - - 13.3.0 ' 8.7 -8 8-7 -8 Symbols PLAIt LU(;AIIUN ANU UKItN1AIIUN s/a ' Uenter plate on Joint unless x, y ottsets are inaicatea. Ulmenslons are In 11 in- sixteeni Apply plates to both sloes of truss ana securely seat. U - /,„ T ' 4 X orientation, locate plates U -' /,e' tram outslae eage of truss. inls symbol inalcates the requires direction of slots in connector plates. 'date location aetatis avaiiame In muerczu/zu software or upon.request. PLAIt JILL ine brat aimenslon Is the wiatn 4 X 4 perpenaicutar to slots. becona almension is me iengtn parallel to slots. LAItKAL BKAC;INU Inaicatea by symbol snown ana /or by text in the bracing section or the OUTPUT. use 1, 1 or tliminator bracing It maicatea. BtAKINU Inaicatea location wnere bearings [supports) occur. Icons vary but reaction section inalcates Joint numberwnere beonngs occur. Inaustry stanaaras: ANbl/ I rI I : National uesign bpeciticaTion Tor Metal mate c:onnecTea woos truss construction. UbtS -tSY: uesign bTOnaara Tor bracing. buz)l I: Butiatng Uomponent Sorely intormation, Uuiae to Good Practice Tor Hanaling, Installing & Bracing OT Metal Plate connectea wooa trusses. Numbering System 6-4-8 1 aimensions snown In rt in sixreenTns 1 1 IVY UNUKUS 0 Cz O U CL O :S JUINIJ AKt UtNtKALLT NUM SMU /Lt11MI.) I;LU(;KwIJt AKUUNU IHt IKUbb b1AKIIN(i Al Irlt JUINI MKItIthl IU IHt Ltrl. L;HUKUJ ANU YIItbb AKt IUtNIIrItU OT MU JUIN1 N UMt3 tKb/ Lt I I tKJ. GUNNM;IUK rLAIt C;UUt AYYKUVALS 13UUA Y6 -;S 1, Y5 -4J, Y6 -1U -1, Y6 -6/, 64 -32 IUBU 4YL"L, S14J, SJ6J, ;SYU/ JtSC;C:I Y66/, Y /SU, Y6U413, Yb 11, Y431A �E -10R EW^10 mil ex tngineenng Kererence bneer. mil -m /s A uenerai Natety Notes rallure to rouow c;ouia t;ause rroperty uamage or rersonai injury I . Aaanionai staDilny bracing Tor truss system, e.g. alagonal or x- bracing, IS always requirea. bee BL;bl I. 1. Never exceea the aeslgn toaaing snown ana never STOCK materials on inaaequately bracea trusses. J. Proviae copies or tnts truss aeslgn to the builaing aesigner, erection supervisor, property owner ana all oTner interestea parties. 0 O 4. Uut members to bear tigntty against eacn airier. EL b. dace plates on eacn race of truss at eacn O Joint ana embed rutty. Knots ana wane at Joint locations are regutatea by ANSVIVI1. 6. uesign assumes trusses will be suitably protected trom m environment In accora witn ANSI /it'll. i. unless otnerwise notea, moisture content of lumber snail not exceea t Y7o at time of tabncaTion. u. unless expressly notea, tnis aeslgn is not applicable Tor use witn tire retardant or preservative treatea lumber. Y. c:amDer is a non - structural consiaeration ana is the responsibility of truss tabncator. general practice is to camber Tor aeaa ioaa aetiection. I u. Plate type, size, orientation ana location atmensions snown Inaicate minimum plating requirements. t 1. Lumber usea snail be or the species ana size, ana in alt respects, equal to or better tnan tnat specinea. I1. top cnoras must be sneatnea or purlins proviaea at spacing snown on aesign. IJ. B ottom cnoras require lateral bracing at I tt. spacing, or less, it no ceiling is Instailed, unless otnerwise notea. 14. connections not snown are the responsibility of otners. 1:3. Uo not cut or otter truss member or plate without prior approval of a protessionai engineer. 1 6. Install ana loaa vertically unless Inaicatea otnerwise. © zum mimicu NOTICE: IF THE DOCUMENT IN EQUALITY OF THE DOCUMENT. N THIS NOTICE IT IS DUE TO TH ti f f 13U IUM UVIUKUS / 6 5 ari 1908 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director September 10, 2004 Mr. Lanny Vickers 1222745 th Avenue South Tukwila, WA 98178 RE: Letter of Incomplete Application # 1 Development Permit Application D04 -331 Vickers Residence — 12227 45' Avenue South Dear Lanny: This letter is to inform you that your application received at the City of Tukwila Permit Center on September 8, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Planning Deaartment: Brandon Miles, at (206) 431 -3684, if you have questions concerning the attached memo. Please address the above 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 be accented throah the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefania S encer Permit Technician Enclosures File: Permit File No. D04 -331 6300 Southcenter Boulevard, -Suite #100 a Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax, 206.431 -3665 Z Z. �W � D J U. U U) o . CO J �_ NU. WO IQ CO d = W Z �.. HO Z F_ W LLJ D Q CO 0 !-- WW U_ LL F.. Z 111 CO O h " Z I Memo From: RE: DATE: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Brandon . Miles Assistant Planner J �j Vickers Residence, 12227 45 Ave, D04 -331 September 10, 2004 Steve Lancaster, Director Planning has reviewed the above application and the application is incomplete. The applicant needs to provide the following: 1. Please show the finished elevation of the structure. The plans need to show the finished height upon completion of the new roof. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 Phone: 206 - 431 -3670 •Fax: 206-431-3665 OWN NINO oft z '~ w J U UO N CO) LLI J � NLL W o U- �D i d. �w i z �. 1— O. z H-' U� O CO. o E- w w: �- O w z U CO o~ Z PERMIT COORD CORY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -331 DATE: 09 -13 -04 PROJECT NAME: VICKERS RESIDENCE SITE ADDRESS: 1222745 TH AVENUE SOUTH Original Plan Submittal X Response to Incomplete Letter # Response to Correction Letter #_ Revision # after /before permit is issued DEPARTMENTS �, ,� p ?A4 A? �. Building Division ❑ Fire Prevention El Planning Division Public Works ❑ Structural ❑ Permit Coordinator x DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 09 -1 4 -04 Complete (� Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS R TING: Please Route Structural Review Required REVIEWER'S INITIALS: U APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions [� Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routing slip,doc 2.28.02 DUE DATE: 10 -12 -04 Not Approved (attach comments) ❑ ❑ No further Review Required DATE: z ~w � JU UO co W J = H Tw w 9_j U. j N =W Zo W w U p CID_ }_ W H� LL O. .z W L) O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -331 DATE: 09 -08 -04 PROJECT NAME: VICKERS RESIDENCE SITE ADDRESS: 1222745 TH AVENUE SOUTH X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after /before permit is issued DEPARTMENTS: Building Division Q Public Work r M Al a nt ft&- q- q-rwl Fire Prevention � Structural ❑ Pia�nn�ing Division Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thu .) DUE DATE: 09 -09 -04 Complete ❑ Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: G/ LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping, PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: 0 APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routing slip.doc 2.28.02 DUE DATE: 10 -07 -04 Not Approved (attach comments) ❑ z ;r z �w QQ JU 0 N J � U. w 9_j LL co d = w �_ zF_ F— O z 1_ LU5 U� O� o�_ W W HF_ O LLi z U= O z City of Tukwila Steven M. Mullet, Mayor 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 the tail, fax, etc. Date: Steve Lancaster, Director Plan ChecldPermit Number D04 -331 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name VICKERS RESIDENCE Project Address 1222745 th Avenue South Contact Person Lanny Vickers Phone Number: Summary of Revision: 1 r, �C R 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 Permits Plus on Y pp ications orms- applications on line evision submittal Created: 8 -13 -2004 Revised: z Z �w Q � JU UO ND J = I- to LL wO 9 U. ¢ �D = �w z z� w w U O CO W �O W z CO O z Revision submittals must be'submitted in person at the Permit Center. Revisions will not be accepted through tiJ�WILA, �V raos CITY OF TUKWIL4 Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 - 431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 -431 -3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO.: DD"-:& STATE OF WASHINGTON) ) ss. COUNTY OF KING ) c print] states as follows: I have made application for a building permit from the City of Tukwila, Washington. 2. 1 understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. 1 understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, 1 consider the work authorized under this building permit to be exempt under No., and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. APPLICANT i = QJ p` N OTAR 9U,' N� PU B 1.1G Z O� Ott \applications\8 -2004 affidavit in lieu of contractor registration Signed and sworn to before me this day of , 20 NOTARY PUBLIC in and for the tate of Washington, Residing at K► N a , County. Name as commissioned Alice A . Deacy My commission expires: 6-16 Z �w D JU 00 V) LLI J = H DLL w LLQ to = �. w z F- E- O Z 1— w w U O C 0 E- wW LLP LL O w Z CO O Z 18.27.090 Exemptions. This chapter shall not apply to: 1. 2. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district or other municipal or political corporation or subdivision of this state; 3. Officers of the court when they are acting within the scope of their office; 4. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 5. Any construction, repair or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 6. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of the structure; 7. Any construction, alteration, improvement or repair of personal property, except this chapter shall apply to all mobile, manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 8. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 9. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 10. Any work or operation on one undertaking or project by one or more contractors, the aggregate contract price of which for labor and materials and all other items is less than $500.00, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in all instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into \applications \8 -2004 affidavit in lieu of contractor registration 15. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 16. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as sole compensation; 17. Contractors on HigAay projec who have been prequalified as required by chapter 13 of the Laws of 1961, RCW 47.28.070 with the department of transportation,.-to, perform highway construction, reconstruction; or maintenance work. contracts of amounts less than $500.00 for the purpose of the evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in Z the business of contractor; H z 11. Any construction or operation incidental to the construction and repair of irrigation and drainage U ditches of regularly constituted irrigation districts v O or reclamation districts; or to farming, dairying, rn o agriculture, viticulture, horticulture, or stock or J = p raising; or to clearing or other work upon �- land in rural districts for fire prevention purposes; CO L w O except then any of the above work is performed by a registered contractor; 12. An owner who contracts for a project with a LL d registered owner; = w 13 Any person working on his own property, whether z� occupied by him or not, and any person working w O on his residence, whether owned by him or not but g � his exemption shall not apply to any person v o otherwise covered by this chapter who constructs 0— an improvement on his own property with the 0 H intention and for the purpose of selling the = W improved property; f' H U- O 14. Owners of commercial properties who use their w N own employees to do maintenance, repair, and v = alteration work in or upon their own properties; p �- Z 15. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 16. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as sole compensation; 17. Contractors on HigAay projec who have been prequalified as required by chapter 13 of the Laws of 1961, RCW 47.28.070 with the department of transportation,.-to, perform highway construction, reconstruction; or maintenance work. File: D04 -0331 35mm Drawing #1 -3 fl � All � W � ► .« �� , ► dM iW 0 r ft of dqft o a pprov e d P' 1 Cop e By am momm - tz, ��■ � r 5 Xx n REVIEWED FOR CODE COMPLIANCE APPRR ITO SEP 15 2004 Z_ icy 0f Tu wild BUILDING DIVISI r. ww. yr .rrw�....sMU�..�w...iTS.rwPM+• M I OP /�V /seh iNCOMP ETE LTR# I �i� ��� ,� -� ��� ��� i -ii � lil�li :iii i•,ji ililili�i�i ��� i . � _ ii _ ili _ ili i`II Inch 1 1/16 ,3 . Ill 1 s w� 1 d al g sv 17//- 742�1 T oer�r �►r� r �« °n rip :. 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