Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D05-092 - EK RESIDENCE
EK RESIDENCE 16227 54 AV S D05 -092 4 , Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Above this line reserved for Recorder's use ENCROACHMENT INTO CITY RIGHT -OF -WAY AGREEMENT Grantor /Borrower: Jeffrey Ek, individual Grantee /Beneficiary: CITY OF TUKWILA, a municipal corporation of King County, Washington Document Reference Number(s): Building Permit # D05 -092 Section/Township /Range: NW 26 23 04 Assessor's Tax Parcel Number(s): 5379200203 Property Legal Description (abbreviated): 22 2 MC MICKEN HEIGHTS DIV # 1 UNREC N 85 FT OF E 125 FT D05 -092 Rockery Encroachment Page I of z z' W W 2; J U U W= J F., N U. W O' LL CO D. X cf Uj F, O. z H� LLJ W U U O N : w . LL O, _ Z: UW Z ENCROACHMENT INTO CITY RIGHT -OF -WAY AGREEMENT This Agreement is between the City of Tukwila ( "CITY ") and Jeffrey Ek et al. WHEREAS a rockery exists in the CITY right -of -way at 16227 54` Av. S. and in Z Slade Way at this address, parcel number 537920 -0203; z. WHEREAS Jeffrey Ek et al is the current owner of this parcel. !�' w a! � c=i UO WHEREAS Jeffrey Ek et al recognizes that the CITY possesses police powers w i granted to it by the Washington State Constitution, Art, XI to regulate its rights -of -way and to generally provide for the public health, safety, and welfare, and that the CITY W LL w O: likewise has the legal authority to abate any obstructions or encroachments of its rights - of -way or utility easements under RCW 7.48; WHEREAS Jeffrey Ek et al recognizes that should the CITY at any time require U_ Q 0 Co W access to the right -of -way at the locations described above, the CITY has the authority to Z remove any obstructions or encroachments on the right -of -way and shall charge the cost z O. of such removal to the responsible property owner; and, w w 5 WHEREAS Jeffrey Ek et al recognizes that the CITY also has the authority to file U U co a lawsuit requiring removal of any obstructions or encroachments in the right -of -way; �- w w L) NOW THEREFORE, in consideration of the promises and mutual covenants of the parties set forth herein, the sufficiency of which consideration is hereby w z acknowledged, IT IS HEREBY AGREED AS FOLLOWS: _, O The CITY hereby grants to Jeffrey Ek et al the right and permission to use the Z CITY right -of -way for the installation, repair, and maintenance of a rockery constructed within the portion of right -of -way shown in Exhibit "A." This permission shall run with the land for the benefit of Jeffrey Ek et al and its successors and assigns. Jeffrey Ek et al's ability to use the CITY right -of -way is not exclusive and the CITY may require relocation in the future. In exchange for and in consideration of the CITY's agreement to forbear any filing of a lawsuit requiring removal of the obstruction or encroachment created by Jeffrey Ek et al on the right -of -way located at the addresses above and as shown on Exhibit A, Jeffrey Ek et al agrees to these terms and conditions and agrees to defend, indemnify, and hold the CITY harmless as follows: Jeffrey Ek et al shall provide as -built plans prior to closeout of Permit Number: D05 -092. The CITY shall determine the acceptability of any as -built submittals. Jeffrey Ek et al agrees to defend, indemnify and hold harmless the CITY from any and all claims for damages brought by any party re arding the rockery, its location, D05 -092 Rockery Encroachment Page 2-of maintenance, and repair of the same, and shall defend, indemnify and hold harmless the CITY from all liability for the CITY's actions taken, if any, to remove the encroachment or obstruction from the CITY's right -of -way, in the event the CITY is required to do so to install, construct, repair, or otherwise maintain utilities within the CITY's right -of- way. This indemnification shall include damages, costs, and reasonable attorney's fees, and shall not apply with respect to any willful or negligent tortious act or omission of CITY. Whenever the CITY determines that it is necessary for any of Jeffrey Ek et al's rockery to be moved or relocated to accommodate the construction, alteration, repair, or improvement of the right -of -way for purposes of public welfare, health, or safety, CITY shall notify Jeffrey Ek et al in writing of such determination, and Jeffrey Ek et al shall, within 30 days, submit plans for such relocation. Within 90 days of the approval by the CITY of the plans for relocation, Jeffrey Ek et al shall relocate the rockery. All costs of moving or relocating such facilities shall be the sole responsibility of Jeffrey Ek et al. If during the construction or repair process Jeffrey Ek et al or its contractor /subcontractor damages utilities or other public or private property, Jeffrey Ek et al shall immediately call 911 if the damage results in a release of natural gas or other hazardous substance or potentially endangers life, health, or property. If any of Jeffrey Ek et al's action or lack of action to correct a situation related to the rockery that threatens life or property, the CITY may order Jeffrey Ek et al to immediately correct said emergency situation, or at the CITY's discretion, undertake measures to correct situation itself. Jeffrey Ek et al shall be liable for all costs, expenses, and damages attributed to the emergency as undertaken by the CITY. CITY shall be reimbursed of all costs within thirty (30) days of the completion of the emergency proj ect. The CITY shall record this Agreement with King County Records and Jeffrey Ek et al shall pay the cost of said recording. Nothing in this Agreement shall relieve Jeffrey Ek et al from any obligation to obtain approvals or necessary permits from applicable federal, state and the CITY authorities. D05 -092 Rockery Encroachment Page 3 of 5' Z �Z w � JU U0 N CO LL, wO L L U)d = w �_ Z �. Z �- w � o' U ON o H- w LO w z U =. Z CITY OF TUKWILA m orrow Pu is Works D artment Jeffrey Ek Property caner STATE OF WASHINGTON COUNTY OF KING On this day, before me personally appeared JIM MORROW to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at their free and voluntary act and deed, for the uses and purposes therein mentioned. j GIV N under my hand and official seal this 2—M day of u Jow f th �OTAgy N NOTARY PUBLIC in an e State of CJ �•� Washington residing at Kenfph U , PUB0 2 s My commission expires: STATE OF WAYEi�`'�� COUNTY OF KING On this day, before me personally appeared Jeffrey Ek to me known to be the_property owner and executed this instrument for the uses and purposes herein mentioned. GIVj3N under my hand and official seal this y Y da f 200 COM NOTARY PUBLIC in and 1`bi the State of Washington residing at " JFZ j) L `G r = My commission expires: = S d tr ° vfAP oved'�s'o' form. F 1W Attorney for the City of Tukwila D05 -092 Rockery Encroachment Page of S ZZ Z W V O; co o; U) =. J F, C/) u_. w� �a H ul ZO 5. N. �O — 0 W u_ Z LLi U co) Z EXHIBIT A Rockery Locations D05 -092 Rockery Encroachment � U o r` S a d' Page of i C M CB P �a -I- z Z w U O' U) o W =: J F.. CO) LL w O u- Q. Co D: = LU z �.. zO W 2 �. Do :O CO 13 H; WW = U• ti H W z U N: O Z INSCO INSURANCE SERVICES, INC. 'n p Surety Unde for: o Developers Surety and Indemnity Indemnfty Company Indemnity Company of California 17780 FRch, Suite 200 • Irvine, California 92814 • (949) 283 -3300 LICENSE PERMIT BOND BOND NO. 575849C KNOW ALL MEN BY THESE PRESENTS: THAT we, T. Wayne Fortenberry dba: TWF CONSTRUCTION , as principal, and the Developers Surety & Indemnity Company , a corporation duly licensed to do business in the State of Washington as Surety, are held and firmly bound unto City of Tukwila , Obligee, in the penal sum of -Seven Thousand Five Hundred — Dollars ($ 7,500.00 ) , lawful money of the United States, to be paid to the said Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, jointly and severally by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the said Principal has been granted a Permit No. D05 -092 to work in the Right of Way at 16227 - 54th Ave S, Tukwila, WA by said Obligee NOW, THEREFORE, if said Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, appertaining to the license or permit applied for, then this obligation shall be void, otherwise to remain in full force and effect. The liability of the Surety hereunder may, however, be terminated by giving thirty (30) days' written notice I to the Principal and Obligee, and upon giving such notice, the Surety shall be discharged from all liability under this bond for any act or omission of the Principal occurring after the expiration of thirty days from the date of receipt of such notice. IN WITNESS WHEREOF, We have hereunto set our hands and seals this 201h day i of September 2005 YEAR TWF CONSTRUCTION PRINCIPAL -- f5: z , BY: T. Wayne rten , Owner ID -1009 (REV. 2/01) DEVELOPERS SURETY & INDEMNITY COMPANY SURETY BY: Glenn F. David Attorney -iri -Fact z �Z J U: C3 N 0 W= CO U. Uj �E U- !2 �. �W z I•- O. z F- w w 5. U O. O a WW I— ti O W z co z s9 itr••tn• } .n`Q MIC�0�� ro.nz� >w..0 eY� 9 ° 9 l 'lti-�' DISCLOSURE RIDER Terrorism Risk Insurance Act of 2002 i i The Terrorism Risk Insurance Act of 2002 created a three -year program under which the Federal Government will share in the payment of covered losses caused by certain events of international terrorism. The Act requires that we notify you of certain components of the Act, and the effect, if any, the Act will have on the premium charged for this bond. Under this program, the Federal Government will cover 90% of the amount of covered losses caused by certified acts of terrorism, as defined by the Act. The coverage is available only when aggregate losses resulting from a certified act of terrorism exceed $5,000,000.00. Insurance carriers must also meet a variable deductible established by the Act. The Act also establishes a cap of $1,000,000,000.00 for which the Federal Government or an insurer can be responsible. Participation in the program is mandatory for specified lines of property and casualty insurance, including surety insurance. The Act does not, however, create coverage in excess of the amount of the bond, nor does it provide coverage for any losses that are otherwise excluded by the terms of the bond, or by operation of law. No additional premium has been charged for the terrorism coverage required by the Act. Developers Surety and Indemnity Company Indemnity Company of California 17780 Fitch Irvine, CA 92614 (949) 263 3300 u-mm- inscodico.com 1 .z W. U L) 0 LU J � N LL; O, LL ?; p . s w. Z � z O W ' ;O N w H V` ►L F'+ W Z; U N: O f � I i POWER OF ATTORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPANY INDEMNITY COMPANY OF CALIFORNIA PO BOX 19725, IRVINE, CA 92623 (949) 263 -3300 KNOW ALL MEN BY THESE PRESENTS, that except as expressly limited, DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, do each, hereby make, constitute and appoint: ** *Glenn F. Davidson, Ann Bosik, Lorna F. Williams, Rebecca James, Sandra L. Travis, Karen S. Tiffany, Marilyn L. Gapinski, Terrence Bedford, jointly or severally * ** as their true and lawful Attorncy(s) -in -Fact, to make, execute, deliver and acknowledge, I'or and on bchaif of said corporations, as sureties, bonds, undertakings and contracts of suretyship giving and granting unto said Attonuey(s) -in -Fact lidl power and authority to do and to perform every act necessary, requisite or proper to be done in connection therewith as each of said corporations could do, but reserving to each of said corporations full power of substitution and revocation, and all of the acts of said Attomey(s) -in -Fact, pursuant to these presents, arc hereby ratified and confirmed. This Power ofAttorney is granted and is signed by facsimile under and by authority of the following resolutions adopted by the respective Board of Directors of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, effective as of November 1, 2000: RESOLVED, that the Chairman of the Board, the President and any Vice President of the corporation be, and that each of them hereby is, authorized to execute Powers of Attorney, qualifying the attomey(s) named in the Powers of Attorney to execute, on behalrof the corporations, bonds, undertakings and contracts of suretyship; and that the Secretary or any Assistant Secretary of the corporations be, and each of them hereby is, authorized to attest the execution orally such Power of Attorney; RESOLVED, FURTHER, that the signatures of such officers may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power ofAttomcy or certificate bearing such facsimile signatures shall be valid and binding upon the corporation when so affixed and in the ftrture with respect to any bond, undertaking or contract of suretyship to which it is attached. iN WITNESS WHEREOF, DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA have severally caused these presents to be signed by their respective Executive Vice President and attested by their respective Secretary this I st day of February, 2005. By: P Y �o °�.I AND AN /'''�.. M David H. Rhodes, Executive Vicc- President By: Walter A. Crowell, Secretary STATE OF CALIFORNIA ) )SS. COUNTY OF ORANGE ) ` 0 r g • ' ° R 4 ��. OCT. 5 'a= 10 W 1967 o, 1936 ;:� o Og4 /FOR� On February 1, 2005, before me, Nita G. Hifiulcycr, personally appeared David H. Rhodes and Walter A. Crowell, personally known to me (or proved to me on the basis of satisfactory evidence) to be the persons whose names arc subscribed to the within instrument and acknowledged to me that they executed the same in their authorized capacities, and that by their signatures on the instrument the entity upon behalf of which the persons acted, executed the instrument. WITNESS my hand and official seal. - i r NITA G. HIFFMEYER COMM. q 1543481 � NOTARY P(JBUC CALIFORNIA o 3 ORANGE COUNTY ro My Comm. expires Jan. 10, 2009 � CERTIFICATE The undersigned, as Executive Vice - President, of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, does hereby certify that the foregoing Power of Attorney remains in full force and has not been revoked, and furthermore, that the provisions of the resolutions of the respective Boards of Directors of said corporations set forth in the Power of Attorney, are in force as of the date of this Certificate. This Certificate is executed in the City of lrvinc, California, the 20th day of September 2005 B y ` David L. Kerrigan, Executive Vice-president ID -1380 (Rev. 2/05) Z W I � W� JU c) 0 N 0 C0 LIJ -J CO IL W O J L LU ZF F— O 2 H W � j` U � O N, D H W W' —O Lll Z: to O lI— Z N 1908 City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 206 - 431 -3670 DEVELOPER'S PROJECT WARRANTY REQUEST FORM L Section..1 - to 'tie completed Name of DevelopmenQ- I Address: Le S L I I IV e_ Release should be sent to: Name: epi Date: � – l "' 0$' Permit No.: L) os – O q Z Address: P BQ/_ 8 CitylState /Zip Description of items to be com leted (reference plans /documents where items are described): Is G t C la, r 1 C-�' P�s (' tj - , `-� e- ) oi J-6 6:x 's`4 ti' (;Gl1 As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ 00 (150% of value to complete work above) and attach support documentation for value of work. I will have this work carried out and call for a final inspection by this date: 1- hi) –9(a , or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property and carry out completion of the above deficiencies. I further agree to complete all work listed above prior to requesting inspection and release of these fu ds. Signed: Signed: Department Amount: $ `7-L fZ ob v Deposited this 6)CWvk) s ❑ Cash /Check ❑ Cash Assignment K Bond City Receipt No.: ,17 x'15 �'�� Received By: bILOt4 Section 3 -'to be, completed by Developer All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash /cash equivalentibond. Developer's Representative: Date: To be completed by City staff have reviewed the above work and found it acceptable and therefore authorize the release of the above ca ash equivalent/bond. Inspector: WA A_ Date: I Authorized By: 7 _ Section 4 – to be completed by City staff Amount Released: $ ISM ❑ Check - Check No. ❑ Cash Eq – Letter attached [] Bond – Letter attached Date Released: 1"1'- Released by: VO iy and pro uy 20 4ed book�dwtlapc•f projeA warranty fond Crem Crola': Fdmury2U(I7 oc ;be completed ,by City.staff THIS FUND IS AUTHORIZED TO: BE ACCEPTED Z w � UO Lu J f' N LL W J LL ?. co d Z �_O ZF_ W �o U O CO C3 I— w U_ O ui Z U= O E-, Z wo INSPECTION RECORD Retain a copy with permi t INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: Type of IDnspection: Address: Date Called: Special Instructions: P Date Wanted: a.m. p.m. Requester: Phone No: El Approved per applicable codes. Corrections required prior to approval COMMENTS: �OK 4.0 e5,—, Insp ector: T) $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z W 001 U) a co W W LL 0 U- U) 1(3 W Z- l'- Z UJ 5 CO �0 Q I.- W W . C.) U- 0 I]d Z. U N O Z Project Type of Inspectio ! t.A. Address: Date Called: 2- / Special Instructions: Date Wanted: a.m. / p.m. Requester: Phone o: COMMENTS: &Zo G44/ X -Ala-V 111k450l11 x,v i v t' Z dd S Z. LU JU UO. U) O': LU J F.. CO) LL W O LL. Q N �W Z H H O W F-' � p. U O N WW H LL O, UN H � Z INSPECTION RECORD Retain a copy with permit .INSPECTION NO. *PERM[ CITY OF TUKWILA BUILDINGI DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 0 06)431-3;67t Project: Type of Inspection: Address: %7 Date Called: S pecial Instructions: Date Wanted: m. 2 0 p.m. Requester: Phone No: c Q04 — 2 Z Z LU JU 00 CO) LU; W x -J F- CO u- W O 2 �. 9 LL CO) 1 CY F- 11-0 W Ir-, W 5 � CO. 0— 0 F-. U J W ' x ! 0 F- u. 0 tii Z C ry 0 Z ri Corrections required prior to approval. INSPECTION RECORD Reta a copy with permit - INSPECTTOKT NO. P *E1 N 7 0 CITY OF TUKWILA BUILDING DIVISION 6� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -(206)431-3 0 Project: Type of Ins ection: q— Addres Date Called: Special Instructions: 6 4&,% c ,2 1 , I-XI if Date wanted: P - Requester TO -z- Phone No 2lez I Receipt No.: 153i Z 1W ' ii�-- IX M C.) 00 CO) a w LILI CO) LL 0. J LL < C0 :3: f. LLI 3: P O Z I--, W UJ. 5 0) .0 ILI W : 1-- 0 z COO H O Z L-J paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Approved per applicable codes. Corrections required prior to approval. CO MMENTS: I Receipt No.: 153i Z 1W ' ii�-- IX M C.) 00 CO) a w LILI CO) LL 0. J LL < C0 :3: f. LLI 3: P O Z I--, W UJ. 5 0) .0 ILI W : 1-- 0 z COO H O Z L-J paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD CO U11 Retain a copy with permit � 6 5 INSPECTION NO. PER T i CITY OF TUKWILA BUILDING DIVISION i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -360 Proj t: T e of Ins ection: "'"�j (approved per applicable codes. Corrections required prior to approval. Z •� Z J U. UO N J = NLL W O LL Q = W O U� O� � F— S U. LL Z lil Z � � YP P Address;, Date Date Called: Sp Instructions: Date Wanted: Date Wanted: p.m. Requester: Phone No: Proj t: T e of Ins ection: "'"�j (approved per applicable codes. Corrections required prior to approval. Z •� Z J U. UO N J = NLL W O LL Q = W O U� O� � F— S U. LL Z lil Z � � INSPECTION RECORD Retain a copy with permit��' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project _ 1�.�5 Type of Inspec �... -- Address: 2Z 4 5 1Q11 S Date Called: Special Inst uctions: Date Wanted: a. m. -r2 . P.M Requester: Phone No: I .Approved per applicable codes., Corrections required prior to approval. 4 COMMENTS: :G r t, -k, i i I ns p tor: Dat $ 8.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. R eipt No.: Date: i Z Z' LU JU UO w= J N u- W O LL a N d = W z° �p WW H U U_Z 111 U N, Z INSPECTION RECORD Retain a copy with permit INSPE41ON NO. PE I NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43'1 -3 00� Pro I C' t Q 5: Type of Inspection: Ft2 11ii / \J Ca Address: Z? 7 Date Called: Special Instructions: cy Date Wanted: a. m . H.' 7 C� Requester: Phone No: �245,/ — L12 a Approved per applicable codes. rections required prior to approval. rJ COMMENTS: 1"d ckAJ A to mk- A.6�',C d 91ILF 77-7 L.,2 /c 70 _j' ,ti 5�7'777 00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z Z' JU 00 N 0. to LLI LL W 0 LL ~ w z l'- 0 z �- W LLJ co: w 0 LLi Z co X . 0 z INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION W206)43 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1-34 0 Project: Type of Inspection: _)"6 T"JSUW('Ly�o Address: I L 7 5 Ll A(J 5 Date Called: Special Instructions: V Date Wanted: p.m. Requester.- TV IT F__� n e Pho N C -0 _�� 2_S Li [Approved per applicable codes. Corrections required prior to approval. COMMENTS: t A h AA� %_*_LaS4 A-N!a Anl� L uateL 00 REINSPECTION FEE REQUIRED rior to inspection, fee must be Pi� at 6300 Southcenter Blvd., Suite OCO. Call to sechedule reinspection. Recftt No.: I Date: Z Z. W e =Y 0 � (J) C3: (0) W UJ J CO) LL; 0 LL Q. N W 0! Z �-: .LU W = CO) 0 C3 ILLI W . it O ui Z' .0 INSPECTION RECORD 0; Retain a copy with permit D05 Z INSPEC-glON NO. P 4 CI N F TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-3 Project: <Z Type of Inspection: ' 0 X - W A k k �' ('*" Address: . I (OZ Z-7 1-1 A U S Date Called: Special Instructions: Date Wapted: C. / p.m. Requester: Phone No: v"' c 11lua Inspe C f: L I IDate* 0 orcDrrT1nhJ VrV D�n"Mrn 0,; + k 6300 Southcenter Blvd., Suite 100. all. to sechedute reinspection. — Re p t No.: Tate: Z z J 00' (/)a cf) W 9 X , Ir— CO) LL O . W LL to CY W 0 . =• co !0 UJI L U LL - z - UJ CO) 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 -367Q Project: �X Res, Type of Inspec ion: ..f�%1i c -� Addres $$ 1 : Date Called: Special Instructions: Date Wanted: p.m Requester :: n e Phone No: T �` ) _0 Approved per. applicable codes. Corrections required prior to approval. • X stl' T J _�L► L G' `.�. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z �Z IQ W W� UO W w= U) LL w g U . = C! W Z f 5 U0 0 N; o I-- IJ w LL �. Z. 111 U= O Z .. �w � r. }, \ ; � -r }-, r� r Y."h' , fir r z f '��� r : :i•.. rr r .�cw�s+�'kN�'fk^,k"ztkf.a..2`;� .��t2S off r '9,�v >rr:i..X�r `fi .Gt.°y:, ;•zi; rlr INSPECTION RECORD ' Retain a copy with permit INSPECTION NO. P T CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3k7 1 Project: Ty e of Inspection: Addre� : Date Called: Special Instructions: Date Wanted: a. P. Requester: Phone No: gL Approved per applicable codes. Corrections required prior to approval. �. COMMENTS: r t r -aJ r i I ii j Inspector: Date: Z .-1 $58.00 REINSPECTION EE REQ IRED. Prior to inspection, fee must be } paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: �'fi x:11 �r`4•�$Ytir - ... - Z Q i� W . �U UO U O. w =. J H N W W O tL Q cl) ? 1- Z f- W LLJ �p U O N 01-- WW U H .— tL ~O ill Z _U Co 0 1 - - Z \ . v„ rinn« w rr . Y.N . d ? yg.�gk: .r ? ;9`4+'TEr�J S� yC:td2',�S'f'�4e r S' u.� , ... �: .; r' •' .a: f " ''✓ ..1., � t , 117 INSPECTION RECORD Retain a copy with permit L INSPECTION NO. P T CITY OF TUKWILA BUILDING DIVISION" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -367 Phone No: Fl Approved per applicable codes. Ocorrections required prior to approval. Project: Type of Inspection: u/ Address: 16 Date Called: Speci g'uct�lns: I 11 2 v� ate Wanted: a.m. °-- Requester: G • ' .� �.. I M WA r - _ i -.0-2MIMA v $58.bd"REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 2 '~ W C UO CO 0 co W J �. CO U-: W O LLQ to �. = d. �W Z� H O z �O U O �. W W: H �. LL —0 tll U Co . O Z ^'sfx`f }•uat; INSPECTION RECORD Retain a copy with permit �.. INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Project: Type of inspection: Dte Called: V Approved per applicable codes. Corrections required prior to approval. C � Add ress: 2Z a Special Instructions: ��'� ���� ` ' Date Wanted: a. .Date Wanted: a. Requester: Phone No: � �• Receipt No.: Date: Inspector: V Date: l $58.00 REINSPECTION FE9 REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. r s .� Z �QQ 2 JU UO W= J N LL. W 0. UQ = Cl l.. W Z F Z H' 5 U� O N; W W. LL I.. — Z . U CO O F- Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE CITY OF BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 06)43 1 -367 Project: Type of))1spection: Addr: Date Called Special Instructions: Date Wanted: a. m. — M Requester: PhqKe No: per applicable codes. Corrections required prior to approval. if -6 11;:�1024e_ 1 41 "71AI( 01 0 7pa Inspe Date: A-AI.A-J 58.00 RIEIN�SPIECTION E REQUIRED,?*or to inspection, fee must be 1 t 63000 0 S , 0. id a t Blvd., Suite 1 0. Call to sechedule reinspection. Receipt No.: Date: " Z Z W 21 5 C.)0 CO) a NW LLJ X! J I.- CO) LL' 0 LL cl) W Z Ir- 01 �_ LLI W: CO) 0 — LLI (y Z_ C0 0 Z. - "7 - 7. 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERIVII CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)*3 Type oection: — 1 F Approved per appliCable codes. COMMENTS: 00/ 4 0 A Corrections required prior to approval. Address: Date Called: // e A Special Instructions: \ Date Want ; a.m Requester spect qd[�- Y17 — 1 F Approved per appliCable codes. COMMENTS: 00/ 4 0 A Corrections required prior to approval. Z W C.) 0 : CO) C3 CO) W W J C0 0 W X ! z W L U 4 N 0— Uj 3: LL Z ; tii CO) 0—. x Z spect qd[�- Date: 0 0 REINSPECTION FE REQUIRED. Prio to inspection, fee must be E ly p / T 5t at 6300 Southcenter Blvd., Suite 100. all to secheclute reinspection. Receipt No.: Z W C.) 0 : CO) C3 CO) W W J C0 0 W X ! z W L U 4 N 0— Uj 3: LL Z ; tii CO) 0—. x Z Pro' ct: Type of In ection: pSpecfal ss: i Date Calle : Instructions: Date Wanted: - _.. a.m. k ueste ne No: I LO (P — ,;k C rill - - - - -- - - -, Al �/�fr1'w $58.00 REINSPECTIONtEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z '~ W JU UO N� W =` J to U W O LL. Q C O �W ' Z f�- H O W �5 U� 0 S oI.- W ~ H LL O til Z U =. O Z Is "f — 7: INSPECTION RECORD DDS-0 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-3670 Project: Type of Inspection: E Ree Cori ence. Pre Address: 1622-7 5 A VJe 'S Date Called: Special Instructions: Date Wanted: 0-21-o5 p. M. Requester: Phone No: to Approved per applicable codes. Corrections required prior to approval. COMMENTS: a l inspec,tor: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. 1 f Z Z W 5� 00 Cf) a CO) W. LLI -J CO) LL 01 -J W F- W O LIj 5 CO) 0 H W X 5 F- P� !6 0 tll Z. CO) 0 Z r "T"I 7T 1 - INSPECTION RECORD 0q2J Retain a copy with permit L INSPECTION NO. PERMIT NO. - CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431-3670 Project: ESC Res. Type of Inspection: downs Qut Address: 162-,z-7 54 S Date Called: i Special Instructions: Date Wanted: I.M. 1 0-5 Requester J ei , f ire, Y Phone No: 206 Approved per applicable codes. O Corrections required prior to approval. COM MENTS: I if. if I Inspector: 4JA1 I Date: // /V G I $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Rec eipt No.: Date: I Z I z OC LLJ 00 N CO) U.I. LLJ X LL 0� U. CY z LLJ 5_ 0 N. . W: C.) U _ —0 Z Cd CrY L) — Z 7-7 INSPECTION .RECORD Retain a copy with permit INSPECTION NO. P CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 3670 Project* Type of linvection: -- Ad7 ess: to,;? o - 7 Date Called: / Special Instructions: ��/ l l l Q Lt r- ye 'to I e V — Date Wanted: (P.M. Requester. Phone No: "?v � a51- Approved per applicable, codes. Corrections required prior to approval. Z W _3 0 0 0 0 co LU LU 3: J P M U. 0 U- 2 0 CY W 0 Z H- W L 5 co 0-1 LU uj - 0 z Coy 3:: 0 Z Insp Date: U 0 EINSPECTION FEE RE IRED. Prior inspection, fee must be jei� at 6300 Southcenter Blvd. Suite 100. C tt to sechedute reinspection. tt t % Receipt No.: Date: Z W _3 0 0 0 0 co LU LU 3: J P M U. 0 U- 2 0 CY W 0 Z H- W L 5 co 0-1 LU uj - 0 z Coy 3:: 0 Z FriN.[ ml Yrt» aree. �+ e. nn.^ ..,ewnn+.ntw2Xn'!s!+.'Y"g3r�ttr .ar !- erM�a•+prr'n^.'ar -«n nTt+..a. tt .. Tw w•• •!.�. �xrw p •: 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 Project* ,i Type of Inspection: Address: A ve s Date Called: 1119 Special Instructions: c t _ o l f �d fi -s 1 r.. 6 J ,ns�ec7i Date Wanted: 11 d ( I p.m. Requester: `---- f r e Phone No: ,� 06 a51- �3 Approved per applicable codes. ❑ Corrections required prior to approval. h 1 COMMENTS: r= 1111 61(d -S N Inspector: 6 Date: I' v Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. t s ,i ,..., r Z Z ' W W� vO CO) o w= J � N 0. W� J U. Q N d �W r ?� � Z F— LU 5. U� o C O H W Z 111 U= . ~ O Z � INSPECTION RECORD Retain a copy with permit O `^ INSPECTION NO. PERMIT NO. 't CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.3670 F Projgct: � Type of I spection: / Add ess: t 7 5 �� Date Called: 5~ S ecial nstructions: ti Date Wanted: f' a.m. f 6 p m. Requester: lD Phone No: 7-3-9 '' 7� X Approved per applicable codes. Corrections required prior to approval. COMMENTS: c! t,. l A 0 Inspector: r � Dater r $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectior Receipt No.: I Date: Z iS Z. �QQ � JU 00 N0: W LLI N U W O'. U - H =. O =; � 0: 0 �' .0 h- w H 0: tL W Z 0 O h- Z INSPECTION RECORD Retain a copy with permit INSP91ETION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ) L Al 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project . LL Type of Inspection: - Addresg: 2 S/V Date Called: DI e:2d Special Instrudtions: e211 ' `�LJ Date Wanted: a. m. h / ) p.m. Reque9ter: Phorje-No: F �kpproved per applicable code ] S. Corrections required prior to approval. COMMENTS:. tF F1 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cal.l to sechedute reinsDection. I Receipt No.: I Date: I �z � W. Ul L) 0 00 1 U) W Lu X, -J f- S2 u. Lij O LL co) W Z W UJ ' 5 C.) co l 0 W LLI U- z CO), 3: 0 1-- Z' City Q-,. 'Tukwila O 2 Department of Conin:nnity Development -J 6300 Southcenter Boulevard, Suite #100 �, 20 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 190 Web site: ci. tukwila. wa. its DEVELOPMENT PERMIT Steven M. Mullet, Mayor Steve Lancaster, Director Parcel No. 5379200203 Permit Number: DOS-092 Address: 16227 54 AV S TUKW Issue Date: 09/27/2005 Suite No: Permit Expires On: 03/26/2006 Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: EK RESIDENCE 16227 54 AV S, TUKWILA WA OWEN SHAWNA R +DALE C 16227 54TH AVE S, TUKWILA WA J. ARMANDO LEYVA P.O. BOX 3982, KENT, WA Contractor: Name: T W F CONSTRUCTION Address: PO BOX 1062, KENT WA Contractor License No: TWFCO * *137PZ Phone: Phone: 253 653 -6815 Phone: (206)559 -6269 Expiration Date: 07/29/2006 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 4494 SQUARE FOOT SINGLE FAMILY HOME WITH A 960 SQUARE FOOT 4 -CAR GARAGE. Encroachment agreement from City for the exisiting rockery. Grading, erosion prevention, roof downspouts connected to new catch basin in the right -of -way, separate roof downspouts and footing drains, rockery relocation for access, 42 SF of cut for pavement mitigation at $3.30 /SF. For the right -of -way work, performance financial guarantee of $7500 and two -year maintenance financial guarantee of $500.00. ALL EXCAVATED soils shall be HAULED offsite. Value of Construction: Type of Fire Protection: Type of Construction: $412,299.54 Fees Collected: $6,839.03 NONE International Building Code Edition: 2003 VB Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 300 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: dov. IBC- Permit D05 -092 Printed: 09 -27 -2005 Z '~ W w 2 UO 0 w� CO LL . W �Ei u. 4 co =w Z �. i - O w �5 U cl :O Q H W w . 3: LL O. Z H: z City O.'Tukwila Departitteitt of Commuisity Developmetit O 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 1908 Web site: cOukwila.wa. its Sanitary Side Sewer: N Sewer Main Extension: N Private: Storm Drainage: N Street Use: N Profit: N Water Main Extension: N Private: Water Meter: N **continued on next page** Steven M. Mullet, Maya- Steve Lancaster, Director Public: Non-Profit: N Public: ZI QC uk , _j C.) 0. N o f CO) W: LU _j CO) ILL W 0; LL CO) D'. CY, LU Z 0� z W U 2:3 D .0 co) Au UJI, IL 0� Z: fLj Mi. z doc: IBC-Permit D05-092 Printed: 09-27-2005 City o. 'Tukwila Steven M. Mullet, Mayor Departntettt of Conimuitity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us Permit Number: Issue Date: Permit Expires On: Permit Center Authorized Signature: Z Date:. I hereby certify that I have read and 6miAelis permit and know the same to be true and ordinances governing this work will be complied with, whether specified herein or not. Steve Lancaster, Director D05 -092 09/27/2005 03/26/2006 - orrect. All provisions of law and 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. Signature: Date: Dt7- - Z 7,(95 Print Name: 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 H. W - UO� w =' N L. W O J. LL Q D = d W Z� +- O Z �- LU 5 ;O N: W W' U- -O ill Z U N. O Z � � .� Cit y of Tukwila r9p8 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 5379200203 Address: 16227 54 " S TUKW Suite No: Tenant: EK RESIDENCE Permit Number: Status: Applied Date: Issue Date: D05 -092 ISSUED 03/18/2005 09/27/2005 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 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: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: 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. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall doc: Conditions D05 -092 Printed: 09 -27 -2005 Z Z Q: 2 J0 00 0)0 U) UJI J H LO W w UQ c = a �. w Z� �_ O Z �5 U O co .0 F— wW O .. Z w co O� Z s i �g 19C8 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. Z 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of W Public Health - Seattle and King County (206/296- 4932). QQ 17: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department J V N o of Labor and Industries (206/248- 6630). J = f� 18: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, to U. w O 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 u. Building Official from requiring the correction of errors in the construction documents and other data. c a 19: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** w. Z ~ 20: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least w w 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. n, 21: FIRST ORDER OF BUSINESS: Delineate property boundaries, locate property corners and install temporary construction O co .o E_ access, silt fence and catch basin protection. w w %. L 22: ALL WORK SHALL MEET THE REQUIREMENTS IN THE GEOTECHNICAL REPORT BY LIU AND ASSOCIATES, INC., DATED MAY Z 23, 2005. FOOTING DRAINS AND ROOF DOWNSPOUTS SHALL BE SEPARATE SYSTEMS. Z 23: All grading related to this project shall be performed within the property lines. This project shall not encroach further upon the right -of -way between the property lines and the rockeries. ALL EXCAVATED SOILS SHALL BE HAULED OFF -SITE. * *continued on next page ** doe: Conditions D05 -092 Printed: 09 -27 -2005 i { rlti A w �g Cit y of Tukwila f9C8 Department of Community Development / 6300 Southcenter BL, Suite 100 ! Tukwila, WA 98188 / (206) 431 -3670 r s 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. a Signature: Date: Z — d Print Name: i Z W ; �aa � J V 0 0; Uok w =: CO) LL LL CO) n; = d; ' Z� H O Z r :, LLJ � o ; o cn o �- w H V LL ~O li! Z: U co) . 'O ~ Z � %U, � g 190 CITY OF TUKWILA Community Developrnent- Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Building Perm lo. .Mechanical Permit No. Public Works Permit No. .Project No. For o tce use onl 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 King Co Assessor's Tax No.: 537920 — 02O;j — 03 , Site Address: (02 ✓ AV6 Suite Number: Floor: Tenant Name: :W D6we6 New Tenant: ❑ .... Yes []..No Property Owners Name: Mailing Address: t-4E OfL /6 x.5 5 0 5221 - d- F(t ACC 1500r14 City "�`VI•CrV I LA State LVA Zip ! 9 CONTACT. PERSON Name: J41;I t-j c7 d 4EXl/A . Day Telephone: 253 -low - 'lp6 Mailing Address: P • &IZ 39 Z . 1<9i 4_ u_ JA _ 46 9• City State Zip E -Mail Address: Fax Number: 253 7Z1 — 03 9, GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on.back page) Company Name: % /,.1- L 71"i ►='CC Mailing Address: �.- ©.� . /D to 2— b�1 A !IS; 03 S' City / State Zip Contact Person: N'� fl�R -?�=/U ��-� y Day Telephone: ( a) Z ! 9 5 C7 E -Mail Address: Fax Number L2--c-ra / Z Contractor Registration Number: Expiration Date: * *An original or notarized copy o 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: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: ENGINEER OF RECORD —All plans must.be wet stamped by Engineer of Record Company Name: Mailing Address: City State .Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: \permits plus \ice changes \permit application (7.2004) Page I Z �Z �W QQ JU UO co W J = I-- (0 W WO W? c o = W Z� Z� LU W Uj3 O- DH WW �O W Z to O Z ii BUILDING PERMIT INFORMATION - 206 - 431 -3670 , Valuation of Project (contractor's bid price: $ 255Q tom. CO Existing Buttding Valuation: $ Scope of Work (please provide detailed information): C�D�4T/ZI�C �01,� OF Q 111aV S/N6LE 5AI — :f 7i Will there be new rack storage? [:]..Yes t].. No 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 overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): GYvZ5 Floor area of principal dwelling: 44 Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 14 Compact: Handicap: Will there be a change in use? ❑ ....Yes ®..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑..Sprinklers ❑..Automatic Fire Alarm (..None El. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ®.. No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. F� 1permits pluslicc chsnges\permit application (7.2004) i Page 2 I f WOMA N"__ Z Z �W aa JU 0 U) W UJ J F.. CO u_ W� L Q Cl) = CY. �W Z I— F- O Z H W 2 5 U� ON WW u. O W Z UN O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor 2 e47 0 Vl9 p ^� 2 Id Floor 82 �f T 3` Floor Floors L thru Basement Accessory Structure* Attached Garage Sao / Vol, u. .Detached Garage 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 overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): GYvZ5 Floor area of principal dwelling: 44 Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 14 Compact: Handicap: Will there be a change in use? ❑ ....Yes ®..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑..Sprinklers ❑..Automatic Fire Alarm (..None El. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ®.. No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. F� 1permits pluslicc chsnges\permit application (7.2004) i Page 2 I f WOMA N"__ Z Z �W aa JU 0 U) W UJ J F.. CO u_ W� L Q Cl) = CY. �W Z I— F- O Z H W 2 5 U� ON WW u. O W Z UN O Z f PUBLIC WORKS PERMIT INFORMATION — 206 -.433 -0179 Scope of Work (please provide detailed information): W AM(Z S E 2- A4e.0 �j�3���' Go7' C,KPP v&� T tiL7�/O�A'� ll�� f,��AtJ� STf02M 17.P.�1�N4GF" 57" 100E AZE RR- OpoS�h /� ESS pt'j13G.l G 0002 ag52, O/F armor /o) Call before you Dig: 1 -500- 424 -5555 ' Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District a Tukwila ❑... Water District # 125 Highline ❑ ...Renton Water Availability Provided Sewer District ❑ ...Tukwila ... Va1Vue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate ❑... Sewer Availability Provided ❑ .. Approved Septic Plans Provided :� ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): 1 ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ... Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ... Traffic Impact Analysis ;.� ❑ ...Bond ❑ .. Insurance Cl.. Easements) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless Proposed Activities (mark boxes that a ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ... Total Cut ' cubic yards G�-TWlLL STAY El.. Work in Flood Zone ❑ ...Total Fill cubic yards ON 317>%41AgNCC -0 .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line El.. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " [] ...Permanent Water Meter Size... 91 WO# ❑ ...Temporary Water Meter Size.. WO# ❑ ...Water Only Meter Size............ WO# ❑ ... Deduct Water Meter Size........ " ❑ ...Sewer Main Extension ............ Public Private ❑ ...Water Main Extension .............Public Private FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: %permits plus %icc chanjim%permit application (7 -2004) Page 3 Z �Z fl" W tY � 00 co W J = H CO W WO �Q N� F- W ZF- t- O W LLJ �p U ON 0 1— WW U LL ~O W Z U S. O Z MECHANICAL PERMIT INFO[ATION - 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City state Zip Contact Person: Day Telephone: E -Mail Address: Fax Numbe . Contractor Registration Number: E * *An original or notarized copy of current Washington State Contractor License Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): a6n Date: be presented at the time of permit issuance" Use: Residential: New .... Commercial: New .... ❑ Fuel Twe Electric ..... ❑ Gas.... ;men ..... r_1 ..... ❑ Other: Indicate type of mechanical work being installed and the quantity below: . .Unit Type: Qty Unit e: Qty Unit Type: Qty Boiler/Compressor: Q Furnace <100K BTU I Air andling Unit >10,000 Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU va orator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace ' Ventilation Fan Connected to Single Duct Thermostat r 15 -30 HP /1,000,000 BTU Suspended /Wall/Floor Mounted Heater Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent L Hood and Duct 'L Water Heater C 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <I0,000 CFM Incinerator — Comm/Ind Other Mechanical 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. 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 AGENT;, Date: y Print Name: �/• A2Nf�4�/�O L.EY!/� • Day Telephone: 2� Mailing Address: /�• O • PDT ,3��•Z K &�T WA • 9J ,Pg City State Zip Date Application Accepted: Date Application Expires: Staff Initials: 3 -/ 'F-0 ? ,/ pima \permits plus \ice changes \permit application (7 -2004) { Page 4 ZZ W t � JU 0 L] W= H Co U. WO }} �J w? N = W H Z� l— O Z I— W W U C0 OH W H UO •• Z W U= O Z \ i f . s� Q� 5� 1908 /O r �® Cit y of Tukwila Department of ommunity 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 RECEIPT Parcel No.: 5379200203 Permit Number D05 -092 Address: 16227 54 AV S TUKW Status: ISSUED Suite No: Applied Date: 03/18/2005 Applicant: EK RESIDENCE Issue Date: 09/27/2005 Receipt No.: R07 -00137 Payment Amount: $500.00 Initials: LAW Payment Date: 01 /31/2007 09:49 AM User ID: 1632 Balance: $0.00 Payee: JEFFREY EK TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 3689 500.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts l ----------------- ------- - - - - -- ---------- - - - - -- ------ - - - - -- BONDS /DEPOSITS 000/386.908 500.00 Total: $500.00 s doc: Receipt -06 Printed: 01 -31 -2007 z .- W ov � J U U O� N 0 Cl) W ; J = H W O' J LL Q to :3 :Z Z F- U , W w. H V: '0 1 z r� City fT o ukwlla 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 5379200203 Address: 16227 54 AV S TUKW Suite No: Applicant: EK RESIDENCE Permit Number D05 -092 Status: ISSUED Applied Date: 03/18/2005 Issue Date: 09/27/2005 Receipt No.: R06 -01739 Initials: LAW User ID: 1632 Payment Amount: 7,500.00 Payment Date: 10/31/200610:16 AM Balance: $0.00 Payee: T. WAYNE FORTENBERRY TRANSACTION LIST: Type Method Description Amount Payment Check .5025 7,500.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BONDS /DEPOSITS 000/386.908 7,500.00 Total: 7,500.00 1296 10/31.9716 TOTAL 7500.00 doc: Receipt Printed: 10 -31 -2006 Z QQ W J V! UO CO) o. wW J .W OO J U. Q d _. t-- _, W W` ,O N, .uJ W ; LL O; ltJ Z` C.) O City of Tukwila roe 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 r• RECEIPT Parcel No.: 5379200203 Address: 16227 54 AV S TUKW Suite No: Applicant: EK RESIDENCE Permit Number: Status: Applied Date: Issue Date: Receipt No.: R06 -00114 Initials: BLH User ID: ADMIN Payee: JEFFREY EK Payment Amount: Payment Date: Balance: D05 -092 ISSUED 03/18/2005 09/27/2005 58.00 01/26/2006 12:54 PM $0.00 TRANSACTION LIST: Type Amount - - - - -- Method 'Description - - - - -- Payment Check 3442 58.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts -------------- - --------- - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 58.00 Total: 58.00 1671 01/26 9710 TOTAL 58.00 doc: Receipt Printed: 01 -26 -2006 Z Z. � w J U, UD O CO) W =' f LL, W 0' LL ¢ co d: HW Z �. t~- O Z 1—; WW U �; O N w w '. W O _ Z U N' t= X'. O Z i S j Cit of Tukwila roe y 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i 1 1 RECEIPT Parcel No.: 5379200203 Permit Number: D05-092 i Address: 16227 54 AV S TUKW Status: PENDING Suite No: Applied Date: 03/18/2005 Applicant: EK RESIDENCE Issue Date: z Receipt No.: ROS -01366 Initials: JEM User ID: 1165 Payment Amount: 4 Payment Date: 09/14/200511:26 AM Balance: $0.00 Payee: JEFFREY EK TRANSACTION LIST: . Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 3353 4,106.30 ACCOUNT ITEM LIST: j Description Account Code Current Pmts ------------------------ - - - BUILDING.- RES - -- ---------- - - - - 000/322.100 -- ------ - - - - -- 3,404.20 PW ADDL PERMIT /INSP FEE 000/342.400 80.00 PW LAND ALT PERMIT FEE 000/342.400 72.00 PW PAVEMENT MITIGATION 000/344.101 138.60 PW PERMIT /INSPECTION FEE 000/342.400 320.00 PW PLAN REVIEW 000/345.830 87.00 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 4,106.30 7181 09/14 9716 TOTAI- 4106.30 doc: Receipt Printed: 09 -14 -2005 Z i� W UO CO) 0' CO) =; J H N W O LL Q co) a 1 _. ? i~- Z0 O SO' W W: H U L — O: f W Z O� Z i _ �.. g City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 a' Z qq �2 Z, w uj U U0. � o C0 W J u_ W� 9 -5 LL co) d =w Z f- 0: z t-. w 5; `U U O� W W H 0 u. ~O tll Z; U N Z RECEIPT Parcel No.: 5379200203 Address: 16227 54 AV S TUKW Suite No: Applicant: EK RESIDENCE Permit Number: Status: Applied Date: Issue Date: DOS -091 PENDING 03/18/2005 Receipt No.: R05 -00394 Initials: SKS User ID: 1165 Payment Amount: Payment Date: Balance: 203.19 03/18/2005 02:13 PM $0.00 Payee: ARMANDO LEYVA TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 6380 203.19 ACCOUNT ITEM LIST: j Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- j .BUILDING - NONRES 000/322.100 120.42 j PLAN CHECK - NONRES 000/345.830 78.27 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 203.19 j V r 11. 03/18 9716 TOTAL 2935.9:' doc: Receipt Printed: 03 -18 -2005 i ~a� AA W 1806 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 5379200203 Address: 16227 54 AV S TUKW Suite No: Applicant: EK RESIDENCE Permit Number: Status: Applied Date: Issue Date: Receipt No.: R05 -00396 Initials: SKS User ID: 1165 Payment Amount: Payment Date: Balance: D05 -092 PENDING 03/18/2005 2,732.73 03/18/2005 02:22 PM $3,713.70 Payee: ]. ARMANDO LEYVA I TRANSACTION LIST: Type Method Description Amount Payment Check 6380 2,732.73 i ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 2,212.73 PW BASE APPLICATION FEE 000/322.100 250.00 PW LAND ALT PLAN REVIEW 000/345.830 37.00 PW PLAN REVIEW 000/345.830 233.00 Total: 2,732.73 I. `V I 1176 03/18 1716 rOTr1L 2935.92 doc: Receipt Printed: 03 -18 -2005 z W U Ot C O) o' to W w= wo J. LL = CY W. tr- O Z I--: W U 2::Y U O CT W W . LL Z U co) Z � t t INSPtCTION RECORD Retain a copy with permit INSPECTION NO. PER 0. CITY OF TUKWILA BUILDING DIVISION ) 6300 Southcenter Blvd., #100, Tukwila, WA 98188 20 4431 -36 V Approved per applicable codes. Corrections prior to approval: Project: Type of Inspection: Add ss: I Specibil netructions: Date Called: ' Date Wanted: a.m. Requester* vt°_, L Phone No: • .r... r . _ Receipt No.: Date: a Inspector: i Date: $58.0 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. .A �z F: Z. W JU UO. U 0.. w =� J � N U. W O :. LL Q U � = Cy'. �W F- O z F— w U j � o` O N' O 1-- W'. �U W Z lLi U =: O ~; z U Project: ..--- f Type of Inspection: Address: Date Called: . ,- -- Special Instructions: 1 Z. -eq i-7 Date Wanted: a. m. 3 � ' ` m Requester: - �^ 102 ... �� Phone N,o: / • Z QQ SZ � W' W� JU U OO N N W. J CO) LL WO } }} V- Q N �. _ CY �.. W F- O. Z I- UJI Ucl ON WW H 4: Z L11 U 0 O Z � Z QQ SZ � W' W� JU U OO N N W. J CO) LL WO } }} V- Q N �. _ CY �.. W F- O. Z I- UJI Ucl ON WW H 4: Z L11 U 0 O Z � INSPECTION RECORD �y ~ INSPE N N0. Retain a copy with permit ;PE IT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 1 -36 0 L lK 2,47 Project: Type of Ins ti n: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: M �f Z i}= Z' LLJ W� 0 0 V/ 0 J � u_, WO 9 -1 U. Q' 1:0� Z d. H W � Z f- IM 5 U cy O CO) D F- W W, H U. LL 0 —O Z U CO) H O~ Z Address; �� Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No�_ _ , . $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: M �f Z i}= Z' LLJ W� 0 0 V/ 0 J � u_, WO 9 -1 U. Q' 1:0� Z d. H W � Z f- IM 5 U cy O CO) D F- W W, H U. LL 0 —O Z U CO) H O~ Z INSPECTION RECORD - ou Retain a with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: Type of spect* Address: Date Called: Id A) Special Instructions: — C ) / Date Wanted a. 0) Requester: Iwa trY7 yv kal Phone No: L eo F� Approved per applicable codes. O Corrections required prior to approval. 5LA� AV COMMENTS: - 2 22! �Ld i/VY7 A, C - f 6 2 Inspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be pa i d at 6300 S al outhcenter Blvd., Suite 100. Call to sechedute reinspection. Receipt No.: z Z: W JU o 0: CO 0� W LL O, Ei U. cf) Cf. W Z �- 0, z F- W L 5. W lil Z; Cf) Z ' A i; FEB -1 -2007 01:42P FROM :LIU AND ASSOCIATES 4254862746 1 I LIU & ASSOCIAT INC. TO:2067237342 P.1/2 Gea technical Engineering Engineering Geology Earth Science January 31, 2007 Mr. Jeffrey Ek 16350 — 53 Place South Tukwila, WA 98188 Dear Mr. Ek: Subject: Drainage Issues Single - Family Residence 16227 — 54 Avenue South Tukwila, Washington L&A Job No. 5A053 The ground on the north side of the subject residence site, between the house and a rockery wall, is covered with paving brick. The brick blocks are set on a layer of compacted base course of gravelly fine to coarse sand about 6 inches thick. A paved driveway, constructed partly of concrete and partly of asphalt concrete, is constructed on the-west side of the house and contains two catch basins to collect and drain away storm runoff over this driveway. We understand that City of Tukwila has concerns about drainage of runoff over the brick paved area and over the to- be- expanded future driveway. Presented in this letter are our opinions and recommendations. The blocks of paving brick are set with a gap about '/4 inch between the blocks. The gaps would allow water to seep and dissipate quickly into the underlying gravelly sand base course which is of high permeability. Therefore, there would be little or no runoff over the brick paved area, even during this extremely wet winter we are experiencing in our area. Therefore, no runoff collection device would be required for this brick paved area. After the expanded driveway is completed in the future, the new driveway should be graded to slope down towards the existing driveway to allow runoff on the new driveway to flow onto the existing driveway and into the lower catch basin in the existing driveway. We also recommend Z Z � QQ 2. D UO moo U) N O w , to = v. �w z� �O w ~. 2 5 U o O N. 0 H W U1 s r•- w W z` CO) o'' z � `FEB-1-2007 01.43P FROM:LIU AND ASSOCIATES 4254862746 January 31, 2007 Mr. Jeffrey Ek L&A Job No. 5AO53 Page 2 TO:2067237342 P.2/2 that a shallow asphaltic concrete bump (about 2 to 3 inches high) be built diagonally into the lower portion of the new driveway pavement to direct runoff over the new driveway into the lower catch basin in the existing driveway. Please call if you have any questions. Olt G S -- -q WAS 14 75 NAL WIRES 7/ Yours very truly, LRJ & ASSOCIATES, INC. J. S. (Julian) Liu, Ph.D., P.E. Consulting Geotechnical Engineer Z� W! 00 cy cn uj� _j CO) LL' 0; W �a Ca D, W 0� z f-! LU Uj 5 D 0' U :0 W 3 :01 Z t W co), :0, ILA, W7 1906 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Pet,..it Center /Building Division: 206 -431 -3670 Public Works Department: 206-433-0179 Planning Division: 206 -431 -3670 RESIDENTIAL HEATING AND VENTILATION COMPLIANCE FORM (Complete Sections I and II for Group R Occupancies 4 Stories or Less) MECHANICAL PERMIT APPLICATION NO.: BUILDING PERMIT APPLICATION NO.: LA0.5 - 072 Project Name: 1ZE'S/1�EhlCE Site Address: /eo2 27 64.th - A16 - 5D, I. WASHINGTON STATE ENERGY CODE HEATING DESIGN METHOD (select A, B or C below): A. ❑ System Analysis - W.S.E.C. Chapter 4 (submit documentation) B. ❑ Component Performance Approach - W.S.E.C. Chapter 5 (submit documentation) C. ® Prescriptive Option - W.S.E.C. Chapter 6 (for prescriptive, complete the following calculation): House Square Footage (heated space): ¢49 4 X 20 BTU/h t 860 Maximum BTU of Heating System Output ❑ Heating System Installed, (check system type below): 1. El Electric Electric Resistance CfTY OF TUKWILA 2. ❑ Electric (forced air) AUG 1 8 2005 3. ® Other Fuels 6 heat pump) PERMIT CENTER II. WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (select A or B below): A. ❑ Ventilation by Performance or Design Method - W.S.V.I.A.Q. Section 302 (submit documentation). B. ❑ Prescriptive Ventilation Options - W.S.V.I.A.Q. Section 303 (select one of the following): 1. ❑ Ventilation using Exhaust Fans (Section 303.4.1.) ❑ Exception for outdoor air inlets - Forced air heating system w /interior doors undercut 1 /2 2. ® Ventilation integrated with Forced Air System (Section 303.4.2.) 3. ❑ Ventilation using Supply Fan (Section 303.4.3.) 4. ❑ Ventilation using Heat Recovery System (Section 303.4.4.) ❑ Prescriptive Minimum /Maximum Outdoor Air Calculation specified in Table 3 -2 (see reverse side of form). 1. House Square Footage 4494- 2. House Number of Bedrooms: (D CORRECTION 3. Required Outdoor Air Table 3 -2: Minimum - /S cfm LT R# Maximum - 2 cfm Do s7o - Effective; 711102 lapplicationstheating and ventilation system - form h-6 (7 -2002) D J� z �w QQ J0 00 NO co W J = H CO) L w �-J LL ¢ N� = F - w Z t- 1— O z h- w W U� O� O E- w ti O .z w CO O z TABLE 3-2 VENTILATION RATES FOR ALL GROUP R OCCUPANCIES FOUR STORIES OR LESS Minimum and Maximum Ventilation Rates: Cubic Feet Per Minute (CFM) Floor Area ft2 Bedrooms Maximum Length Feet 2 or less 3 Maximum Elbows' 4 5 6 7 70 8 Min Max Min Max Min Max Min Max Min Max Min Max Min Max < 500 50 75 65 98 80 120 95 143 110 165 125 188 140 210 A 5 inch 2 NA 5 inch 50 3 i 0m, J i '6 nc X", ' 7 125 6 inch 15 1001-1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225 00 0.*;�� - -40 4 (1 .lit �IAL �-' '' 246" 2001-2500 70 - - 105 85 128 100 150 115 173 130 195 145 218 160 240 56 7 T* � FT 3 - '71!86-,� 22 ;:' 4 0 6SP,14Y40, 3001-3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 129 V 61 6 4001-5000 95 143 110 165 125 125 188 140 210 155 233 170 255 185 278 z ' 4 14 6001-7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 - `233, .7 8001-9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 40: 111. 15W 71 tiro F56y S6,75 -`2 'For residences that exceed 8 bedrooms, increase the minimum requirement lislea tor is Dearooms oy an aGaitionai i a uri" per bedroom. The maximum CFM is equal to 1.5 times the minimum. TABLE 3-3 PRESCRIPTIVE EXHAUST DUCT SIZING Fan Tested CFM (0 0.25 W.G. Minimum Flex Diameter Maximum Length Feet Minimum Smooth Diameter Maximum Length Feet Maximum Elbows' 50 4 inch 25 4 i6ch 70 3 50 6 inch No Limit 6 inch No Limit 3 80 5 inch 15 5 inch 100 3 - 46i Iv1--111;1W1't -AYv:" 0 1 1 We 100 5 inch 2 NA 5 inch 50 3 i 0m, J i '6 nc X", L 125 6 inch 15 6 in No Limit 3 s 1. For each additional elbow subtract 10 feet from length. 2. Flex ducts of this diameter are not permitted with fans of this size. N Effect' %appficratio g and ventilation system —form h-6 Z W JU L) 0 (/)a 0) W LLI CO LL W O LL C0 F- W 3: Z P 1 0 Z F-- W W 2 5 D cl 0 W 0 ,a E-- W W 1: (.) F- 0 iii Z C0 p:r 0 Z *t �mi w d �Q x..71 Ir • �r 0 0 0 �o N � 3 t *t �mi w d �Q x..71 Ir • �r 0 0 0 �o N PERMIT COORD COPY: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 - 092 PROJECT NAME EK RESIDENCE SITE ADDRESS: 16227 54 AV S DATE: 01 -19 -06 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: C/ Bub dig Aivision Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 01-24 -06 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only NCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route d Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 02-2 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/rouling slip.doc 2.2M2 z w JU U to c = w J F. �LL W O La �d =W Z O. �o U O N. o I— WW H U' LL �. O .z W U- O ~. z DESIGN CRITERIA PER THE 2003 INTERNATIONAL BUILDING CODE WIND PER SECTION 1609 Section 1609.6 Simplified method Design Wind Pressure: p, _ �, " Iw P.30 where: X = Exposure Factor Iw = Importance Factor ps30 = Base Design Pressure SITE/PROJECT SPECIFIC VALUES: Basic Wind Speed = 85 mph M.) = 70 mph (Vf =1.00 Exposure "B" ( <30') Iw =1.00 p330 = see Table 1609.6.2.1 (1) EARTHQUAKE PER SECTION 1614 Design Per ASCE 7 -02 Section 9.5.5 Equivalent Lateral Force Procedure Base Shear: V = C " W ' where: C = Seismic Response Coefficient W = Effective Seismic Weight SITE /PROJECT SPECIFIC VALUES: S =1.61 per USGS S, = 0.56 per USGS Site Class D (Default) Seismic Design Category D R = 6.5 from Table 9.5.2.2 .l =1.00 C = 0.1651 per Section 9.5.5.2.1 STANDARD DESIGN INFORMATION The information described below is to be used unless otherwise noted on the pla' 6 WOOD DESIGN per Sections 2301 & 2301.2.1 Allowable Strength Design when applicable; per 2308 Conventional Light -Frame Construction MINIMUM NAILING REQUIREMENTS per Table 2304.9.1 ANCHOR BOLTS: 518" Dia. X 10" A307 or better w/ 7" min. Embedment. V =1104 # / b It CONCRETE DESIGN per Chapter 19 & ACI 318 -02 concrete f c = 2500 psi rebar fy = 40,000 psi F TU MISCELLANEOUS HARDWARE CIT Y OF SIMPSON Strong -Tie Connectors or equal MAR 18 LU05 PERMIT CENTER FILE COPY D06500140%;L z ��. �w MW 00 Cl) 0. J �_.. S2 LL W 0. LL? � ��. W z� ►- 0 z I_ W t �O U 0� o�_ W U LL z ui CO O z SHEAR WALL SCHEDULE (see 2003 IBC table 2306.4.9 b Section 2306.4.1) All shear walls to be sheathed from top plate to bottom plate unless noted otherwise. Block all panel edges. Nail spacing is for all panel edges. Space nails at 12" o.c, along intermediate framing members. 1 -6 v = 260 pif 7/16" OSB, w / 8d (0,113 ") nails @ 6 o.c. Anchorage (interior walls only) to SINGLE joist (or blkg) below: 16d (box) @ 5 "o.c, The shear values above are based upon the use of 8d box nails with a full head, a shank diameter of 0.113" and a minimum penetration of 1.375 ". From Table 2306.4.1 use 15132; 8d values with a 0.719 factor w/ 1.4 increase for wind. i RIM JoiS ?. I &P d (? I e.0" o. a. L oe,A ?E ' 5WF -ATN I94q JoiWr @ GamMoW McMP5EtM%. CVN EAI�. TRMJOPeK C e% re.Riop, WALL - z LLJ i 0 00 00 J_. N LL WO LLQ ND = �. w. H 0 Z 1-- w � o . o CO .o f-- = LU U. LL. O .. Z W U CO O ~ � Z L -1 $G/SA/C, AWA Lys /s. s�isx��c V W `` C7�.4D L.OAQ I �F = /S �2 . CI{0,2�Z� FOAM A9 (PARV - 177A 1�v�: 1 q� FT Ci f io� = ��3z S 2g8 (A /o 4 72-000 . 1l�T�c.4 � .Z�ST e r �v Ti o��. Wxh °L r. 2nd. FLA 72 oo o q 64000 43 t ggr. c,`. VR s I l 32.4• Vs • ,UPPE/Z P•G2 �/EA2 K/�1LLS . WA GL, L.�t V L. �N�i TN Zf49A2 . 320 3¢ '77 0 givIrea r. - o¢ 5`to8 a L Zro To7 AL- V z rT . . ,�i��? 1 z 2�/ z l • s �� �• J�-1 / 4• 2-- 32 • S l74 ro 48 /i .a2 z LU . �D UQ w =. w 0' U . CO) D. = cy. �.. w z �. 0 z H-. g 5 U� Co w 0 iil Z. U =: H �. z L -2 .61DEls /DE V = 8t 42 Z�eN) � 8 Z ?)' = 104 )41. WA cl �,. v Z.elq 77-1. Sf4512 P EAR - /(p 384¢ 2S /5 9.)4149 Z8 6776 34 179 -k r. 1-11D Z ¢ Ski 9 28 207 # rf&t4T. 14- 3388 I Z- Zc9 ToTAL. 92. 19 F�o�fi'l 4GK, U= 8 Z Z AP = 4? y .. r I73 e16dr 1 Z 446P8 ?q•s 168 4 Ad /D 24 gg3D 3 S 2 8 f� 1.45f T; - /2- 446? 34 P r L 48 1 MG dOH,e1A1EO WIAI i 51 - 44f e e. Y SIS . wIdn o iv,(Vr S✓OE 1 . • FT. @ 14.4- =, = 72 #A 3Z ,l it - 7440 27& u n Ca 2.4- y = GG2 Ilp ro7Ac. zeof 5/S = 2233 l�� f • 0 M. FT 7&->#A D ,fit n � Z • 3 „ _ �S � 8 . z Z' w UO M Mw J �- to U. w 0 . U. a S2 Cf =w Z �. O. Uj f: 0 D �. w M w CO z � z iz: u� D . UO CO) 0 CO) J S2 LL. w O. L L Ca =w ?� z o. D U0 CO O - Ujr -o w Z: U =, O Z .— L -3 �t�� o �iQO�r�rPAC/G fie. 7 sQ. Fr: @ /4.4 101 A 2G n n 2.3 „ 44G ilk e /0.4 rr ; 17474G 3 /z tr N e 2 .4- = 749 iv. TOTAt- 4COF r-10 FT @ l4. ¢ _ - 7924A 64L b D ,� • � 2.¢ „ DEC 7 omi vy �vrz Fes . F /•4. - ¢786 fir. i ToTAC.�T' /r��c�. 7�Z9 s �lt� /Sire FQ . = 490 SQ FT. @ /o 49)o 4 (� ' 4 2-1 TM . V5 = 8710 # 20tifJ IeACK, re = 567 •f'T @ /CO #/. = ✓a7O #Coo py. m i F� _ 4 3 9 a s �► 707 1%C3 = �gl p jK -A ,APQIYsts. sr,�ESS� �NQ�4 1i•¢� !G . 0. //cci/ NJ . l93� MFr• (2� GrVtc) - 4-e f --T . = 2TO Cta s) 72-060 t/�ffcac, I�ts?flii3rJT1o�G 46 52.r le 0 69osa S7 /o �2 F49• .,. 9 (g C/S000 ¢ ! /. 120 3 ,2S" /S /78S) l 8088 4 z iz: u� D . UO CO) 0 CO) J S2 LL. w O. L L Ca =w ?� z o. D U0 CO O - Ujr -o w Z: U =, O Z .— L-4 . V (JA4A'Mt2t . ; 2 ; 15 /SJL/!G (fmA ACCT I—GV & .5, 1,5o79p1,x&r ie4$, . U/°'�/Z. FL2 S# /EA/L WA t.E.s. . r' V. 7-YPG. l !3 2286 a.. '7 67 py-t b ► s' '.. G7 rr c rz 67 If .F &VTMD Z4 4220 d z- Fi2o�T: q /sue a 5 17ro Pl -� b 1(0 /Wo a 4 8Q88� d, 3 3 176 /7& , F�o�ff laAc,�! !/ = 8088 4 48 Z" = 9 apl 1 z 20 z.2. a. 4- 94. P / - h 8 211.5 g¢ r d 4- 4 4- 1�r17. z4 40 4�l a. Z!•S 1 :02-S 124~ P / -,�, �- PT 12. Zv z 2- 46. 6 og8 co l It z W' Q 2. J :3 U o, N 0: W= J F.. N U- W o. U. a. �a w' Z °`. W 2 �: UO w F=- U L 0 o Z U N o�. z L�s z �Z W U O (/) a' C0 =: J � N W 0 ` i a' W r- 0. W� U� .0 CO) W w H LL U'. CO : z WA U, � � V. sue- Let46p-1 g e q �, T ,/L Ilo 176 Q 9 111 PI-6 S zs it It d 3•S ►► �, 28 4644. a 1O 14Z Pl-� b 9 4- �, ►, G IC �► F. blip . 24. 4 iS Z , a 14 ?6 148 1¢ rr L� 3 12 it ,► c32. 14) 470 Q ! 7 ► it lZo�IT�P.. cK• . V = 61DZ ,1 4'�3 �r = /;L 91 hl 12 3547 C4 lZc) l I b b G.S N r c 7 S Zq. � •r 1� 24 7aq¢ CL b L4 S4 7 (.7 G 104- p1-6 G q rr �► z �Z W U O (/) a' C0 =: J � N W 0 ` i a' W r- 0. W� U� .0 CO) W w H LL U'. CO : z . d I/Ev-7v2 ^ -- Amp©cu clS z O&A49Au.. L V t{ Het. tvd6.. , r-,41p. 7 67 1 37SZ. 60 1313 /S• rr o cgD4E� n 6249 IMS 3 . S7/S 14-2q 3 U- a. = d F Mro. 8 142 ►+ 12 Z98 a74- 1715 z ° 3q�3 13z� 3 844$ +, 9 // 3 4•S' �� a <0 7 /2_ a, GG3 laoS 4 _ 14 4- 4 2.7 F120 l r S /7a It 7o4o n 670 S / ?C, if 7040 ,► X70 3 /7!� 41ro 4 2 2 4 r, 2-44 Cow 3 �► a 4-12 it 24.1 17 4,S q4- it 338 � S9 (43 8 �► ,� �o « �� 171' S '► ►r 316a A 670 4 3048 4 2 `1 A110. 7 2 S /zV a 2 -1328 '► 123 8 1 1 it. it t0 91 -. It 3243 L�l'• . t� �/ ►� s'drr6 �� 3859 2440 a 670 `T ?08 If 6 861 &PPS- �Lr2 tvvo CoAlg- L -6 z 2 ¢39 398 zoro 134. / o 2,973 214- 1 N W /0573 /3i 2 J = 7637 1386 3 N w °: 6249 IMS 3 . S7/S 14-2q 3 U- a. = d x370 /27d- �w z X. 6370 a74- 3 z ° 3q�3 13z� 3 D o 3483 / 32� 3 . `�; 272/ laoS 3 _ 4)01 S38 3 �- z Z S 71 649 3 z x-4'40 41ro 3 766 Cow 19y7 166 j 17 aT+ 1 q4 7 S9 j tvvo CoAlg- L -6 LoV�l6"r2 Fes. 144. oVE'�Tuie�/in�G �loc.vow !0/ 7/ .591 Y H Yet ara�C. 2F4W . 9 III 8 799E 90 21080 S „ r► 4440 it 60 BO /10/0 734 5253 107-6 g 6 2 -s3 1132n Sag. 24.1 4607 153 ro JQ M/17 /0 142 n 1I X100 +� if 9 o a 10 2.2- 4. 78� n /-S 786 1506 17040 r. PIP. 14 145 if 1!057(o rr Z57SS 14 �,, ++ /�s"Ilo r► FRog7' 3 202. n 4846 .r l � � 3 n '► r► " i. F16. Awr 6•S / w �► �z4o n 7• S' Izo n S rr u 4800 u 4 rr r+ 3840 ,r MID. 602 n i 4 10 4- 4. V? n q �� ,► rr r, /0 If rr X320 LoV�l6"r2 Fes. 144. Hod, 7 !0/ 7/ .591 "7 470 3770 7s4+ 328 2760 794- 2780 79¢ 21080 gi ;S* 868 217/ 8x93 ays 60 BO /10/0 734 5253 107-6 g 6 2 -s3 1132n Sag. 24.1 4607 153 ro 11 a 153!0 It If lS3G if of ISM. 0106 78� n it 786 1506 Mq2 799 ep70 4-130 8 26 429 3411 (SS3 Z57SS Z4Skj 743 ¢2.9 6067 /917 q6 &2. 671 217/ 53/7 SW It ++ 1 200 5&40 Sq4 L --7 ,&F,5/D CDA/D, A 4 t� �5 � 5 � S 5 5 �o �o G d. A. 4 4 4'. 5 5 a 4 4 4-. z Z W U 0: Co a ' CO) =: CO w w o E. LL a CO) = �. w Z- Z UJ U D. W w. H U w Z; U N, p� 0 z � i;. g r ILO PA7;y. �LcbR- 3 O5 _ Z 2 / S' x 0-92- = 172 dp1 w • Co CO) •Sx e71g CO) W . 1S t, V /s 7A -126 J oK, N LL; LL a cf) = w •_ Z I- O Z i M D 0 UsE" S�8 ,4,%�2 �GTS S� p .c , � • �,/. O . !o N; 8 3© >c 1 w w. :: �4T�• ' �F V � �� ?' 3.Sa rT. WALL LU to Flo' 10X71 = 7 io �3) - • Z~ 8 C S�8 g /� .!3• cam. F40A�7. 3� t� x f 3 2o'Z 95 - A �!'�. O K . f SIHI '1N3Wf1D0 SS3l SI 3WVN:4 SIH1 N1 O 1N3m000. I 3Hl _AI :30110N NHH LNV710 5 ,� � � µ �vx,,:4•Y ?S he, . •- y Illlil�(I�i�! CompuTruS Inc This design prepared from computer input by 111111111111111111111111111111111111111111111 RTS - CHASE TC LATERAL SUPPORT 24 "OC. UON. BC LATERAL SUPPORT 24 "OC. UON. Caution: Note bearing area requirements. t* HANGER TO APPLY CONCENTRATED LOANS) TO ALL MEMBERS. 1. �i > 24 -00 -00 GIRDER SUPPORTING 36 -00 -00 IRC 2003 3 MEMBER FORCES 4WRDH FROM 8 -01 -08 TO 24 -00 -00 T 1= -23310 B 1= 21951 W 1= 1659 LOAD DURATION INCREASE = 1.15 + T 2= -21234 B 2= 21297 W 2- -1461 T 3= -20307 B 3= 16422 W 3- 8010 IAADING 50.0)+DL( 30.0)= 80.0 PLF 0'- 0.0" TO 24'- 0.0" V T 4= -25296 B 4= 22179 W 9= 6105 0.0) +DL( 16.0)= 16.0 PLF 0'- 0.0" TO 8'- 1.5" V B 5= 23766 W 5= -3612 425.0) +DL( 407.0)= 832.0 PLF 8'- 1.5" TO 24'- 0.0" V W 6= 4038 -BC CONC LL +DL= 4363.0 LBS @ 8'- 1.5" LEFT = 8267 RIGHT 11354 BEARING AREA REQUIRED (SQ. IN) BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP BRG @ 0'- 0.0" 13.23 DF / 20.41 HF / 19.45 SPF AND BOTTOM CHORD LIVE LOADS ACT NON - CONCURRENTLY. BRG @ 24'- 0.0" 18.17 DF / 28.03 HF / 26.72 SPF ( 3 ) complete trusses required. MAX LL DEFL = - 0.176" @ 14 0.6" L1360 - 0.769" 101 Join together 3 ply with 16d Common nails staggered at MAX TL DEFL = - 0.449" @ 9 11.4" L/240 = 1.154" 12" oc throughout 2x6 top chords, MAX HORIZ. LL DEFL - 0.044" @ 5 2" oc throughout 2x8 bottom chords, MAX HORIZ. TL DEFL 0.114" @ 5 12" oc throughout webs. 1�i E: T s designed in accordance with Note: Stagger splices on adjacent members. REUIF-WED 2003 r IRC 2003 reflecting a 85 mph wind load �� ased structure, Exposure B, height to 30 feet). Bottom chord requires plates held down 4" typical 1',`dA Up - ft Reactions: Left = -1036 Right = -1423 and hanger height covers 851 or more of member depth Permit NQ. Ian re-j!-' ____,._, ._ --- 12- 00 -00_, _ 12 -00 -00 12 C -7x7e 12 4.00 7.0 ".! •4.00 ... Lam. 1 u, 0 0 C -5x1 C- 7x11.9(S) - x14.5 oof Truss Supply, Inc. P.O. Box 532 JAN 2 5 2006 oodinville, WA 98072 425) 481 -0900 4 Of Tukwil Burro �� �1.;Totq Trans ID: 124182 +7.2.1T(1L) -E RECEIVED CITY OF TUKINILA 0 0 t 0 I LUMBER SPECIFICATIONS L SIZE SPECIE GRADE PANEL(S) 24 -00 -00 TOP CHORDS: Scale: 3/16" 2x 6 MSR 165OF 1- 4 BOTTOM CHORDS: General Nobs, unless olherwi TC UNI£ LL( 2x 8 MSR 165OF 1, 3- 4 BC UNIF LL( 2x 8 MSR 195OF 2, 5 BC UNIF LL( DATE : 11/30/2005 WEBS: 5. DeeS ign tr assumes a for 6. = ife gn asirxri�s fug bessin DES. BY: RW 2x 4 MSR 165OF 1- 6 b ads be a/pled b any ceapn� e i. CoerpuTns has no cOMtei aye/ all slswrss no responslbaay for the of bbnlceaM, handling, ling, inebiisa ne P D l e a sig_Il_ _ Plan ted e• goes coktctdt Joint car 9. Digits iodic ato slzs of plat swAwno and on conporne This dsslgn b he Wafts to On AwAstiors true• designs set forth LOADS AS GIVEN TC LATERAL SUPPORT 24 "OC. UON. BC LATERAL SUPPORT 24 "OC. UON. Caution: Note bearing area requirements. t* HANGER TO APPLY CONCENTRATED LOANS) TO ALL MEMBERS. 1. �i > 24 -00 -00 GIRDER SUPPORTING 36 -00 -00 IRC 2003 3 MEMBER FORCES 4WRDH FROM 8 -01 -08 TO 24 -00 -00 T 1= -23310 B 1= 21951 W 1= 1659 LOAD DURATION INCREASE = 1.15 + T 2= -21234 B 2= 21297 W 2- -1461 T 3= -20307 B 3= 16422 W 3- 8010 IAADING 50.0)+DL( 30.0)= 80.0 PLF 0'- 0.0" TO 24'- 0.0" V T 4= -25296 B 4= 22179 W 9= 6105 0.0) +DL( 16.0)= 16.0 PLF 0'- 0.0" TO 8'- 1.5" V B 5= 23766 W 5= -3612 425.0) +DL( 407.0)= 832.0 PLF 8'- 1.5" TO 24'- 0.0" V W 6= 4038 -BC CONC LL +DL= 4363.0 LBS @ 8'- 1.5" LEFT = 8267 RIGHT 11354 BEARING AREA REQUIRED (SQ. IN) BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP BRG @ 0'- 0.0" 13.23 DF / 20.41 HF / 19.45 SPF AND BOTTOM CHORD LIVE LOADS ACT NON - CONCURRENTLY. BRG @ 24'- 0.0" 18.17 DF / 28.03 HF / 26.72 SPF ( 3 ) complete trusses required. MAX LL DEFL = - 0.176" @ 14 0.6" L1360 - 0.769" 101 Join together 3 ply with 16d Common nails staggered at MAX TL DEFL = - 0.449" @ 9 11.4" L/240 = 1.154" 12" oc throughout 2x6 top chords, MAX HORIZ. LL DEFL - 0.044" @ 5 2" oc throughout 2x8 bottom chords, MAX HORIZ. TL DEFL 0.114" @ 5 12" oc throughout webs. 1�i E: T s designed in accordance with Note: Stagger splices on adjacent members. REUIF-WED 2003 r IRC 2003 reflecting a 85 mph wind load �� ased structure, Exposure B, height to 30 feet). Bottom chord requires plates held down 4" typical 1',`dA Up - ft Reactions: Left = -1036 Right = -1423 and hanger height covers 851 or more of member depth Permit NQ. Ian re-j!-' ____,._, ._ --- 12- 00 -00_, _ 12 -00 -00 12 C -7x7e 12 4.00 7.0 ".! •4.00 ... Lam. 1 u, 0 0 C -5x1 C- 7x11.9(S) - x14.5 oof Truss Supply, Inc. P.O. Box 532 JAN 2 5 2006 oodinville, WA 98072 425) 481 -0900 4 Of Tukwil Burro �� �1.;Totq Trans ID: 124182 +7.2.1T(1L) -E RECEIVED CITY OF TUKINILA 0 0 t 0 I 4363# ** L L 12 -00 -00 12 -00 -00 L 24 -00 -00 Scale: 3/16" JOB NAME: EK RESIDENCE...N wAttNahcs General Nobs, unless olherwi t. Read as General Nobs and Warnings before construction or trusses. 1. D�esi�gn to support loads as ll w Notes and L 6uMdw a erection ntraclor should be advked of all General Nob 2. p assumes the top ar FILE NO .: C4 wrnwps before nnstruetbn corrererrces• ], 20 eonprsallon web' 4 feast be Yafased when shown +. -0"" Z' o.c. and at lz4r oc. 4. 20 ct Ift ins of if DATE : 11/30/2005 Owes 4. AM lalarsl ce rsaMlarg ebniNrta such u btnporery and permanerd bracing. must be aasi�ed and arerlaed by designer of complies pNta structure. CaipuTnrs assunss men pens0 M% for such brstirlg 5. DeeS ign tr assumes a for 6. = ife gn asirxri�s fug bessin DES. BY: RW s No Isad sherdd be a�/eH b any twrripornrM unfit after all bracing and bslsaen am eta a' and at to dm shooed arty bads gnabr than d@Wgn 7 iryttlffleS b a SEQ.: 2 5 8 0 413 b ads be a/pled b any ceapn� e i. CoerpuTns has no cOMtei aye/ all slswrss no responslbaay for the of bbnlceaM, handling, ling, inebiisa ne P D l e a sig_Il_ _ Plan ted e• goes coktctdt Joint car 9. Digits iodic ato slzs of plat swAwno and on conporne This dsslgn b he Wafts to On AwAstiors true• designs set forth 10. FQr y��y I R R. 4211 7. w6bet on by Tn ie tenet of TpwnrA in scat 1-0s wpMs of witch v#M be haNaMd �a -C 11. The Compu Net Sedic by Cwprffrte upon request• d*ir.Wr (10) iridlcates 1 HR JAN 1 2006 PERMIT CENTER Q- Q o Wed: bottom chords to be laterally braced at I uired where shorn + + the respective contra a rrOn- COfY.ha MV40nr .t. use. at all supports shown. Shim or wedge if th fad 1 d russ� id placed so their center it Ines. e C rpuTrus Plate. indicated by the prefix gaa Is t A oihiers are kb go W43 oo SfONAL �dhr axpows V/9107 CompuTrus Inc. This design prepared from computer input by RTS - CHASE Trains ID: 124182 +7.2.1T(1L) -E TC LATERAL SUPPORT 24 "OC. UON. BC LATERAL SUPPORT 24 "OC. UON. Caution: Note bearing area requirements t* HANGER TO APPLY CONCENTRATED LOADS) TO ALL MEMBERS. 12 -00 -00 12 4.00 0 0 h 0 C -5x1 24 -00 -00 GIRDER SUPPORTING 36 -00 -00 IRC 2003 3 MEMBER FORCES 4WRDH FROM B - 01 - 08 TO 24 - 00 - 00 T 1= -23370 B 1= 21951 W 1= 1659 LOAD DURATION INCREASE = 1.15 + T 2- -21234 B 2= 21297 W 2= -1461 LOADING T 3= -20307 B 3= 16422 W 3= 8010 50.0) +DL( 30.0)= 80.0 PLF 0 0.0" TO 24'- 0.0" V T 4= - 25296 B 4= 22179 W 4= 6105 0.0) +DL( 16.0)= 16.0 PLF 0' 0.0" TO 8 1 - 1.5" V B 5= 23766 W 5= - 3612 425.0) +DL( 407.0)= 832.0 PLF 8'- 1.5" TO 24'- 0.0" V W 6= 4038 -BC CONC LL+DL= 4363.0 LBS @ 8'- 1.5" LEFT = 8267 RIGHT - 11354 BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON - CONCURRENTLY. ( 3 ) complete trusses required. IM Join together 3 ply with 16d Common nails staggered at 12" oc throughout 2x6 top chords, 2" oc throughout 2x8 bottom chords, 12" oc throughout webs. Note: Stagger splices on adjacent members. Bottom chord requires plates held down 4" typical UON and hanger height covers 851 or more of member depth. C -7x7.7 7.0" x14.5 r1 0 �o 0 0 BEARING AREA REQUIRED (SQ. IN) BRG @ 0'- 0.0" 13.23 OF / 20.41 HF / 19.45 SPF BAG @ 24'- 0.0" 18.17 DF / 28.03 HF / 26.72 SPF MAX LL DEFL = - 0.176" @ 14'- 0.6" L/360 - 0.769" MAX TL DEFL - - 0.449" @ 9'- 11.4" L/240 - 1.154" MAX HORIZ. LL DEFL = 0.044" @ 5 MAX HORIZ. TL DEFL = 0.114" @ 5 NOTE: Truss designed in accordance with IBC 2003 or IRC 2003 reflecting a 85 mph wind load (enclosed structure, Exposure B, height to 30 feet). Uplift Reactions: Left = -1036 Right = -1423 oof Truss Supply, Inc. .0. Box 532 oodinville, WA 98072 425) 481 -0900 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) L 12 -00 -00 12 -00 -00 TOP CHORDS: 24 -00 -00 2x 6 MSR 165OF 1- 4 JOB NAME: EK BOTTOM CHORDS: TC UNIF LL( 2x 8 MSR 165OF 1, 3- 4 BC UNIF LL( 2x 8 MSR 195OF 2, 5 BC UNIF LL( FILE NO.: C4 WEBS: T -0' o.c. and at 17 0' o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + a Installation truss is the responsibility d the respedlve contractor. DATE: 11/30/2005 2x 4 MSR 165OF 1- 6 s. No load shad/ be applied fe arry component until after all bracing and fasarers are twrr III and at no time should any lads greater than design n 7. D ad la d qpaa is d ed. their any componnt. loads be applied a r LOADS AS GIVEN TC LATERAL SUPPORT 24 "OC. UON. BC LATERAL SUPPORT 24 "OC. UON. Caution: Note bearing area requirements t* HANGER TO APPLY CONCENTRATED LOADS) TO ALL MEMBERS. 12 -00 -00 12 4.00 0 0 h 0 C -5x1 24 -00 -00 GIRDER SUPPORTING 36 -00 -00 IRC 2003 3 MEMBER FORCES 4WRDH FROM B - 01 - 08 TO 24 - 00 - 00 T 1= -23370 B 1= 21951 W 1= 1659 LOAD DURATION INCREASE = 1.15 + T 2- -21234 B 2= 21297 W 2= -1461 LOADING T 3= -20307 B 3= 16422 W 3= 8010 50.0) +DL( 30.0)= 80.0 PLF 0 0.0" TO 24'- 0.0" V T 4= - 25296 B 4= 22179 W 4= 6105 0.0) +DL( 16.0)= 16.0 PLF 0' 0.0" TO 8 1 - 1.5" V B 5= 23766 W 5= - 3612 425.0) +DL( 407.0)= 832.0 PLF 8'- 1.5" TO 24'- 0.0" V W 6= 4038 -BC CONC LL+DL= 4363.0 LBS @ 8'- 1.5" LEFT = 8267 RIGHT - 11354 BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON - CONCURRENTLY. ( 3 ) complete trusses required. IM Join together 3 ply with 16d Common nails staggered at 12" oc throughout 2x6 top chords, 2" oc throughout 2x8 bottom chords, 12" oc throughout webs. Note: Stagger splices on adjacent members. Bottom chord requires plates held down 4" typical UON and hanger height covers 851 or more of member depth. C -7x7.7 7.0" x14.5 r1 0 �o 0 0 BEARING AREA REQUIRED (SQ. IN) BRG @ 0'- 0.0" 13.23 OF / 20.41 HF / 19.45 SPF BAG @ 24'- 0.0" 18.17 DF / 28.03 HF / 26.72 SPF MAX LL DEFL = - 0.176" @ 14'- 0.6" L/360 - 0.769" MAX TL DEFL - - 0.449" @ 9'- 11.4" L/240 - 1.154" MAX HORIZ. LL DEFL = 0.044" @ 5 MAX HORIZ. TL DEFL = 0.114" @ 5 NOTE: Truss designed in accordance with IBC 2003 or IRC 2003 reflecting a 85 mph wind load (enclosed structure, Exposure B, height to 30 feet). Uplift Reactions: Left = -1036 Right = -1423 oof Truss Supply, Inc. .0. Box 532 oodinville, WA 98072 425) 481 -0900 T` W 12 -00 -00 12 a 4.00 3 J� �fONAL iXPIR13 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARIHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. C- 7xll.9(S) 4363# ** L 12 -00 -00 12 -00 -00 L 24 -00 -00 Scale: 3/16" JOB NAME: EK RESIDENCE ... C4 WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and WamlrW before construction of trusses. 1. Design to support loads as shown. z Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chards to be laterally braced at FILE NO.: C4 Warnings before construction commences. 3. 20 compression web bracing must be Installed where shown +. T -0' o.c. and at 17 0' o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + + a Installation truss is the responsibility d the respedlve contractor. DATE: 11/30/2005 4. Au lateral force restati elements such as temporary and permanent bracing. must be designe and provlNd b designer of earoaa structure. CompuTrus assume* no responsibility for such bracing. of 5. a afire assumes tr usses tion of l usfd in a non�orrosNe environment, 6. Design asstmbs ft>w bearing at al supports shown. Shim or wedge if DES. BY: RW s. No load shad/ be applied fe arry component until after all bracing and fasarers are twrr III and at no time should any lads greater than design n 7. D ad la d qpaa is d ed. their any componnt. loads be applied a r 8. Plates be located on I f oh lass. and placed so artier lines tx>in with )o center SEQ.: 2580413 It. compuTrus has no control owl ane assume no responswilty for the handling. kaaado Digits Ind size of f pieta la Inche nch fabrication. . shyrrreed and an of co mporwnts. 10. uTrus Plate. Ntdkaled by the prefix 0 Fgr btuk v�� of the Compmp T. This design a furnished a~ the I mIlatiora on truss designs set forth G` fee R.R. 4211. by TPI in liwpt orTP WTCA In SCSI 1-07 copies of which wla be furnished 11. The GdTpU lilt Not Sactlon Plate is Indlated the orellx'CN' the by M Compulfrus up- r.awac desltana (1e) ktdlotes 1 ga. material Is u As others are 2b ga. T` W 12 -00 -00 12 a 4.00 3 J� �fONAL iXPIR13 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARIHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1111{ II1 II I II Cum uTrus Inc This design prepared from computer input by I Iflll I IN in I P Trans ID: 124182 RTS - CHASE 7 9.1T f1 T.1-P. LUMBER SPECIFICATIONS TRUSS SPAN 16' 0.0" LOAD DURATION INCREASE - 1.15 SIZE SPECIE GRADE PANEL(S) SPACED 24.0" O.C. TOP CHORDS: 2x 6 MSR 165OF 1- 2 LOADING BOTTOM CHORDS: LL( 25.0) +DL( 15.0) ON TOP CHORD - 40.0 PSF 2x 4 HF 42 1- 2 DL ON BOTTOM CHORD = 8.0 PSF WEBS: TOTAL LOAD = 48.0 PSF 2x 4 HF STD /STUD 1 TC LATERAL SUPPORT <- 12 "OC. DON. BC LATERAL SUPPORT <= 12 "OC. UON. BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON - CONCURRENTLY. 8 -00 -00 8 -00 -00 0 1 � 0 0 Scale: 3/8" JOB NAME: EK RESIDENCE ... C2,C3 16 -00 -00 IRC 2003 SINGLE MEMBER FORCES 4WRDH T 1= -1188 B 1- 1016 W 1- 147 T 2- -1188 B 2= 1016 LEFT = 768 RIGHT = 768 BEARING AREA REQUIRED (SQ. IN) BRIG 8 0'- 0.0" 1.23 DF 1 1.90 HF / 1.81 SPF BRG @ 16'- 0.0" 1.23 DF / 1.90 HF / 1.81 SPF NOTE: Truss designed in accordance with IBC 2003 or IRC 2003 reflecting a 85 mph wind load (enclosed structure, Exposure B, height to 30 feet). Uplift Reactions: Left - -96 Right - -96 R oof Truss Supply, Inc. P .O. Box 532 W oodinville, WA 98072 425 481 -0900 0 I 0 0 x 41 Y Not", unless otherwise noted: ;n to support toads as shown. ;n assumes the top and bottom chords to be laterally traced at O.C. and at 17-0 O.C. respectively. mesa bridging or lateral bred required where shorn + . Galion of truss is the responstbi N W the respective contractor. ;n assumes trusses are to be usdd in a noncorrosive environment. us roe' lion' of use. s� ;n a fu�gebpte�aaring�rauttrta"* s shown. Shim or wedge if to�n� to to r �faCes�nd pissed so their cents s irldicata saris W piat M vakras of eu CompuTrus Plate, indicated by the prefix :on tea pt C r T B � U. N R et R Se 2 diorl Plate b kldkated b the wselr'CN' the frlal6r (te) (ndtcat" 1e g.. matedal is used. A dMrs are 2a go- M, A � IFA 2rt2�3 �fONAL exn�s NOTICE: IF THE DOCUMENT IN THIS FRAME T. CLEAR THIS NOTICE IT IS DUE TO THE QUALITY 12 12 4.00 C -4x4.3 D4.00 e n at WARNINGS: Gei t. Read ad General Nobs and Warnings before construction of trusses. 1. 2. sunder and erection contractor should be advised of all General Notes and 2. FILE NO.: C2, C3 Warnings baton construction commences. 3 . 3. 2a4 comp ro o be ression b bracing must in stalled wtw shown .. 4 4. All lateral tore resisting elements such as temporary and permanent bracing. 5 : DATE: 11/30/2005 must be designed and provided by dealgrer of complete structure. CompuTrus assumes no mspatsw ft for such bracing. S. S No losd should be applied to any eowponMd until after all bracing and DES. BY: RW astsners am - WlNe, and at no tle s should any loads grater than design 7 . a toads be applied to stilt row 4Wrera. 2 5 8 0 412 a. CompuTrus has no conic over and assumes no responsibility for the - 9. SEQ.: abrk"an, hand", tddpllar and lesfaead" of components. 10. 7. This design Is Mdshed nl *W is the Mdfalloras an Cuss deslgns set forth by Tri In M041 or TPUWTCA In a=1-07 copies of which will be furnished 11. by Coff"Trus open npu.et. x 41 Y Not", unless otherwise noted: ;n to support toads as shown. ;n assumes the top and bottom chords to be laterally traced at O.C. and at 17-0 O.C. respectively. mesa bridging or lateral bred required where shorn + . Galion of truss is the responstbi N W the respective contractor. ;n assumes trusses are to be usdd in a noncorrosive environment. us roe' lion' of use. s� ;n a fu�gebpte�aaring�rauttrta"* s shown. Shim or wedge if to�n� to to r �faCes�nd pissed so their cents s irldicata saris W piat M vakras of eu CompuTrus Plate, indicated by the prefix :on tea pt C r T B � U. N R et R Se 2 diorl Plate b kldkated b the wselr'CN' the frlal6r (te) (ndtcat" 1e g.. matedal is used. A dMrs are 2a go- M, A � IFA 2rt2�3 �fONAL exn�s NOTICE: IF THE DOCUMENT IN THIS FRAME T. CLEAR THIS NOTICE IT IS DUE TO THE QUALITY 12 12 4.00 C -4x4.3 D4.00 e n at Trans ID: 124182 C amnuTrus Inc This design prepared from computer input by RTR - rNA91Z ■ 16 -00 -00 GIRDER SUPPORTING 36 -00 -00 FROM 0 -00 -00 TO 7 -10 -08 LOAD DURATION INCREASE - 1.15 + LOADING TC UNIF LL( 50.0) +DL( 30.0)= 80.0 PLF 0'- 0.0" TO 16'- 0.0' V BC UNIF LL( 425.0) +DL( 407.0)= 832.0 PLF 0'- 0.0" TO 7 10.5" V BC UNIF LL( 0.0) +DL( 16.0)= 16.0 PLF 7'- 10.5" TO 16'- 0.0" V -BC CONC LL +DL= 4363.0 LEIS @ 7'- 10.5" TC LATERAL SUPPORT <= 12 "OC. DON. LOADS AS GIVEN BC LATERAL SUPPORT <= 12 "OC. DON. Caution: Note bearing area requirements. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON - CONCURRENTLY. ( 2 ) complete trusses required. Join together 2 ply with 3 "x.131 DIA GUN nails staggered at: 12" oc throughout 2x6 top chords, 2" oc throughout 2x8 bottom chords, 12" oc throughout webs. Bottom chord requires plates held down 4" typical UON and hanger height covers 85% or more of member depth. 8 -00 -00 8 -00 -00 4.00 C - C- 5.5x7.7 D4.00 5.5" C -5 r, 0 t� 0 0 16 -00 -00 Scale: 3/8" JOB NAME: EK RESIDENCE ... Cl IRC 2003 2 MEMBER FORCES 4WRDH T 1- -15508 B 1- 14504 W 1= 2168 T 2= -12236 B 2- 14378 W 2- -3114 T 3= -12262 B 3- 10846 W 3= 7242 T 4= - 11576 B 4 10820 W 4= 878 W 5= -554 LEFT 7877 RIGHT = 4448 BEARING AREA REQUIRED (SQ. IN) BRG @ 0' 0.0" 12.60 DF / 19.45 HF / 18.53 SPF BAG @ 16'- 0.0" 7.12 DF i 10.98 HF / 10.47 SPF NOTE: Truss designed in accordance with IBC 2003 or IRC 2003 reflecting a 85 mph wind load (enclosed structure, Exposure B, height to 30 feet). Uplift Reactions: Left = -987 Right - -557 R oof Truss Supply, Inc. P .O. Box 532 W oodinville, WA 98072 425 481 -0900 1.5 �{ 0 L �o 0 0 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) 1. Design to support loads as shown. TOP CHORDS: 2. Builder and erection contractor should be advised of all General Notes and 2x 6 MSR 1650F 1- 4 2 0' o.c. and at 12-0' o.c. respectively. 3. 20 InV_W bridging or lateral bracing required where shown + + BOTTOM CHORDS: a. All lateral force resisting elements such u temporary and permsnsnt bracing. must be designed and provided by designer of complete structure. 2x 8 DF SS 1- 4. 6. Oealpn full bearin at all supports g PPo�s shown. Shim or wedge H WEBS: s. No load should be applied to airy component until after a■ bracing and fa■brhent ■ e complsb, and at no time should any loads greater than design 2x 4 HF STD /STUD 1 2, 4 5 2x 6 MSR 1650F 3 16 -00 -00 GIRDER SUPPORTING 36 -00 -00 FROM 0 -00 -00 TO 7 -10 -08 LOAD DURATION INCREASE - 1.15 + LOADING TC UNIF LL( 50.0) +DL( 30.0)= 80.0 PLF 0'- 0.0" TO 16'- 0.0' V BC UNIF LL( 425.0) +DL( 407.0)= 832.0 PLF 0'- 0.0" TO 7 10.5" V BC UNIF LL( 0.0) +DL( 16.0)= 16.0 PLF 7'- 10.5" TO 16'- 0.0" V -BC CONC LL +DL= 4363.0 LEIS @ 7'- 10.5" TC LATERAL SUPPORT <= 12 "OC. DON. LOADS AS GIVEN BC LATERAL SUPPORT <= 12 "OC. DON. Caution: Note bearing area requirements. BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON - CONCURRENTLY. ( 2 ) complete trusses required. Join together 2 ply with 3 "x.131 DIA GUN nails staggered at: 12" oc throughout 2x6 top chords, 2" oc throughout 2x8 bottom chords, 12" oc throughout webs. Bottom chord requires plates held down 4" typical UON and hanger height covers 85% or more of member depth. 8 -00 -00 8 -00 -00 4.00 C - C- 5.5x7.7 D4.00 5.5" C -5 r, 0 t� 0 0 16 -00 -00 Scale: 3/8" JOB NAME: EK RESIDENCE ... Cl IRC 2003 2 MEMBER FORCES 4WRDH T 1- -15508 B 1- 14504 W 1= 2168 T 2= -12236 B 2- 14378 W 2- -3114 T 3= -12262 B 3- 10846 W 3= 7242 T 4= - 11576 B 4 10820 W 4= 878 W 5= -554 LEFT 7877 RIGHT = 4448 BEARING AREA REQUIRED (SQ. IN) BRG @ 0' 0.0" 12.60 DF / 19.45 HF / 18.53 SPF BAG @ 16'- 0.0" 7.12 DF i 10.98 HF / 10.47 SPF NOTE: Truss designed in accordance with IBC 2003 or IRC 2003 reflecting a 85 mph wind load (enclosed structure, Exposure B, height to 30 feet). Uplift Reactions: Left = -987 Right - -557 R oof Truss Supply, Inc. P .O. Box 532 W oodinville, WA 98072 425 481 -0900 1.5 �{ 0 L �o 0 0 ♦ 1)\ •, 24243 � a JONAL � ` sums ';//W0,7 ' vS --~M NOTICE: IF THE DOCUMENT IN THIS FRAM OF THE CLEAR N - THIS NOTICE IT IS DUE TO THE QUAL WARNp+G& General Nottes, unless otherwise noted: 1. Wad all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. FILE NO.: Cl 2. Builder and erection contractor should be advised of all General Notes and 2. DE assumes the top and bottom chords to be laterally braced at Warnings before construction commences. 3. 2x4 compression web bracing must be Insteged where shown .. 2 0' o.c. and at 12-0' o.c. respectively. 3. 20 InV_W bridging or lateral bracing required where shown + + DATE 11/30/2005 a. All lateral force resisting elements such u temporary and permsnsnt bracing. must be designed and provided by designer of complete structure. 4 instalatltrl Of truss is the rESOOnsibifty Of the respective contractor. 5. Design assumes trusses are to be used in a nantorrosive envirorument. and are for' corWitlon' of use. mpu spon■lbuty for such bracing. Co Tres aeah■res hq re 6. Oealpn full bearin at all supports g PPo�s shown. Shim or wedge H DES. BY: RW s. No load should be applied to airy component until after a■ bracing and fa■brhent ■ e complsb, and at no time should any loads greater than design 7. ade�Wt dr ainage is ik= e loads be applied to any component. a. CompuTrus has no control over and assumes no responsibility for the 8. PlaEes be ont both faces of Wss, and piaced so their Center O nes coincide with Joint center lines. SEQ. : 2580411 fabrfutbn, handWq, shipment and le■tauadon of comporems. T. This stem a hrNaled to ilea limitations truss design forth 9. Digilts indicate size of pate In Inctm. t 0. F 9r beak S" of ft CompuTrvs Plate, Indicated by the prefix •C, ■ub)eet on set �GeOern B D. A by TPI in N 80511 -03 copies of rrhlelt rte be lutrltted up nMRCA et section k1d1n Ed Y prey c 11 . d�eslgrlator (10 indicat ga matterial b l use� N 2b C � u le6•e1 M upon olhen am ga. ♦ 1)\ •, 24243 � a JONAL � ` sums ';//W0,7 ' vS --~M NOTICE: IF THE DOCUMENT IN THIS FRAM OF THE CLEAR N - THIS NOTICE IT IS DUE TO THE QUAL FOR GABLE ENDS OVER 6' -S" IN HEIGHT CompuTrus, inc. *' MINIMUM GABLE STUD GRADE mwmft bAno. Enpowdv - -Cwnpuw Syswm IS 2x4 CONSTRUCTION GRADE HEM -FIR 1Yotchin g giTr tliTop. Chords for frr2 onflopkers Notching of tmas tap chords for 4x2 outlookers at 24" o.c. or greater is per lssible withou7 remedial Tnea-nusa provided the following rcquirtments am met: 1. Truss is studded at 16' o.c. under notched area. These studs may be full studs (bottom of top chord to top of bottom chop or studs cut sroml webs. in any w0. these studs should be snug to the members they are touching (chords or webs). 2. The notch for tho 4x2 oudooker must be cut with cue to ensure a tigbt fit between the outlooks and the notch. Do UM amcut the notchl 3. The mof is sheathed with K" CDX plywood or 7/16' OSB minimum and eadwds to the outside face of the notcaed truss and is nailed into the top chord. 4. Them are no knots under the notch area or within 1" of the sides of the notch. 5. Thia applies to top chords in aompraslon. For trusses subject to stets reversal, and/or supporting other than the overhung and 1 foot of roofing, contact the CompuTlus EngmccAug DeputracnL 1a" Cnxax V1e" arse —Wm 4x2 0u&nimr - Enm= 2m►g fit in �lOtlAL� %1 FxPt 6/30107 1 - 543643 YZ 10/16/01 - RW 07/01/0 �o DO NOT OM GTJTt ROOF TRU$8 SUPPLY, INC. o. BOV 532 W0 0NIVILLE, WA 9$072 i A - ^9;1 wxm - VIEA0910 TO bt §Ux1" Vm"z _1Y mm2 Od MNWLAT MI. [AGM PJIO x . 0 N 14id 4 MOCK 2 - tY URrfi ilY TON wet « jgTCN,p ` 1.Ia11ACawtma/wwuta 2tw e�olesa amfl09M VAra+a NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.. GABLE END TRUSS NAT mESIST UP TO 190 PLF DRAM LOAGL PFAMOM ~' t. 3TtCCO OR OTHER SHEAR R0I3TUS MATERIAL AOEOUATE TO AENST 220 PLF Ii ATTACHED TO ONE FACE. STUCCO MUST SE ATTACHED IN ACCORDANCE WITH NEC TAaLE 25-I. 2. $ABLE ENO TNRNSNi IS ADIMTELY AND COWINUOUSLY CON/ECTED TO 8t/'FOR1 MI OEARIM6 WALL. 7. Rug ft TO Now" oRg t2rfdo Ow 44mu0mokan FM G°°s 1�� ADDMONAL W FONMATiON. C4JW&2 trrx.c i 1/f r it •006 OZ now es"s sy • /«n n N!! w YO 4 /uI �1 �' lq.W(wy •M-Y. "-do wM"q Aq P wr—v •. M rNw r- 00 4t'.N3. u!t.N AA /wta•fPL" L M••f�N t.Arw- M•�N.Y•twM•�1 ••u i—A A% S OI T O/LO Mll S a 41 q 4n OW wr4 wr3 00 41'll wo v ' /yy�yy -a- 1 r•a . 'J. x ll•+d av1 Re P•1•alP�! •1�1d • �� �W /O _ � A p 34 W 4�� o l W r1/ • M !./1 •7l�IO 'd \I•�11'••f.wa f••M W-A I" $"Pop own -- monwm -0 N moorw pa"m q 00M/ ANL 'L tM/w*.« I. "WAS104 /M 7.M4M *4"4 • •W/AM 4 •4t 40�•+•... �.00+w •/ ro - - o3s - a w /Uf Arw P•00•w «.ry .rwAr.o c fMllMf .14VM.]'M.tlMpMl Ww1.471f1w7/1 Musa "Ka AM7l •r /aaeld wu! *Bwdl 7o 1 Y1 ay '0 N /!wrtr •I •••N.4p filet../. r. le�jwU • AN N AMH M ap" -47 0-0 war "W" A" f r p P— ••t•M••. -a.wti £OT0 L • ��u� en.�n tll 7! •�/.Aw �• t•Nq •4.. aM w Mlnw 7a •A7 l'A y M AWN M4 re '7Mf1 i i Ml u• /0000 �.60" M moms wow 700.•.+•« Arw «/w— s .. N r do no NI 'f saw" t11w•wOwr. wr..wAwe r« nI / MH A9 ' S30 � .r r •wwwre!Aw •A1NLI•r.17M7 . w Arn « • r0 7104•R17 7MYI1r7A a 's f 00t.w.7t+r• twt/arfrr7 rtp 1• •47 �• _► MR . uwtryar7•t rw+rw w7glw« M mapop Aq ponmA M ASP N 7w•at ••yn% w.rrN w M 7 « tp• Nrwnlw mar aw Iw�7w/ 71r '► • . r•rp 0 / MPW4 N �.. iwh M - Pmmb — ask •c 8661/V /at :31x0 /rpAwxtttaaN I.HI� fn L �• /h••.AIR•n.!.,nq; --u-4 uiigwj7 � •L (QIIN-I1L)IO S'JOA YMa�•w�M71./dfr•lut�w0 •L �qru a 6 0 .rrw«..�www.rwM�w�!•wM «MM!r/%•P /w/Mjw @ftmm M w� Mw w N M N M VPwAmm c llu r. wyHwr�ww .wy�w/��rwMw t aaewa/7vp 3iovs iYunIonuis : 3123 1I11130 3113YO lvtln13ntl15 :3MYN ear ..V/[ :21e3s 'S3I8VA NVdS Oft - )jr UP �L08S a�N± '���11�tUlr7�i�fii� r� X0o 'Q 6 •ONI l klddnq ssnH j. doou •S3IUYA H31Id ZI NVdS a no d V AUVA 01 NOI1VUnSISN00 w '0N3 H3113 lY 'dAl 9'2XS•I -3 /M 03H3yiiv *a .91 SOn1S 319VZ 03M NI d0J 31vn030v N9I930 lVHnionHls L0 10619 Sia7dX3 OWS31 S .Z (Z) 11vw301� ' M31Id 'S31Yld'd39Mnl °NNOO OIttS WOla3lNl •llv - UOJ NOIS30 ivunl3nH1S 33S �'tvntot �/ / Y � 30 AINO SSMUS 1VIXV 'QdOH3 MO11O8 I NO N3XV1 NOIOMilt! 3Sd SK 113Sd 0•L/ - 0v01 1V101 •3Sd 0 r M0143 M0110B NO 10 dSd 0'2£ - OU(M3 d01 NO l0 • [ 110+ (0 • SZ III SNIOVOI •3'0 AW 033VdS S1 • 1 - 3sv3tl3Nt Notivuno Ovoi @pll�tl NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT Is DUE TO THE QUALITY OF THE DOCUMENT. This design o..w..,..o. comp uter input by IiNIAII�IN�MI�mNI� RTS CHASE Trans ID: 124182 L WARNWGS: 1. Road all Gemrat Notes and Wamings talon construction of trusses. 2. Bulkier and erection contractor should be advised of all General Notes and Warnings before construction commences. 3. 2x4 compression web bracing must be Installed where shown All lateral foroe resisting Gleam is such as temporary and permanent bracing. must be designed and provided by designer of complete structure. Go 1. 2: 4• 4 . 5. DES. BY: RW LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) y 10. TOP CHORDS: by TPI In M041 or TPVWTCA In SCSI 1143 copies of which wig be furnished by CompuTrus upon request 2x 6 MSR 1650F 1- 2 BOTTOM CHORDS: 2x 4 HF 12 1- 2 WEBS: 2x 4 HF STD /STUD 1- 3 TC LATERAL SUPPORT <= 12 "OC. UON. BC LATERAL SUPPORT <= 12 "OC. UON. 12 4.00 C::::" TRUSS SPAN 10'- 0.0" WAD DURATION INCREASE - 1.15 SPACED 24.0" O.C. LOADING LL( 25.0) +DL( 15.0) ON TOP CHORD - 40.0 PSF DL ON BOTTOM CHORD = 8.0 PSF TOTAL LOAD = 48.0 PSF BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON- CONCURRENTLY. C- 2.5x2.6 r .t. r� IRC 2003 SINGLE MEMBER FORCES 4WRDH T 1= -729 B 1= 623 W 1= 86 T 2= -62 B 2= 619 W 2- -685 W 3- -153 LEFT - 488 RIGHT = 472 BEARING AREA REQUIRED (SQ. IN) BRG @ 0' 0.0" 0.78 DF / 1.20 HF / 1.15 SPF BRG @ 10'- 0.0" 0.76 DF / 1.17 HF / 1.11 SPF MAX LL DEFL - - 0.013" @ 5'- 5.8" L/360 = 0.303" MAX TL DEFL = - 0.025" @ 5'- 4.9" L/240 - 0.454" MAX HORIZ. LL DEFL = 0.005" @ 5 MAX HORIZ. TL DEFL - 0.010" @ 5 NOTE: Truss designed in accordance with IBC 2003 or IRC 2003 reflecting a 85 mph wind load (enclosed structure, Exposure B, height to 30 feet). Uplift Reactions: Left = -61 Right - -59 R oof Truss Supply, Inc. P.O. Box 532 W oodinville, WA 98072 (425 ) 481 -0900 0 0 t M C O 1 O 10 -00 -00 Scale: 1/2" JOB NAME: EK RESIDENCE...Al FILE NO.: Al DATE: 11/30/2005 WARNWGS: 1. Road all Gemrat Notes and Wamings talon construction of trusses. 2. Bulkier and erection contractor should be advised of all General Notes and Warnings before construction commences. 3. 2x4 compression web bracing must be Installed where shown All lateral foroe resisting Gleam is such as temporary and permanent bracing. must be designed and provided by designer of complete structure. Go 1. 2: 4• 4 . 5. DES. BY: RW CompuTno assumes no reWme bllty for such bracing. S. No load should be applied to any canponent until alter all bracing and fastens ere complete, and at no time should any toads greater than design loads be applied to any cornpomnt 6. 8. SEQ.: 2 5 8 0 4 0 3 6. Compu has no control ever and assumes no responsibility for the fabrication. handling. shipment and installation of components. 7. This design Is hxnfshed atib)Kt to the Imitations on truss designs set forth y 10. by TPI In M041 or TPVWTCA In SCSI 1143 copies of which wig be furnished by CompuTrus upon request 11. Notes. unleWothenMse noted: In to support loads as shown. In assumes the top m and bottochords to be laterally braced at o.c and at 17-0' o.C. rag req _ I ass ort meth In b the o a to be aw in a nomncort�veeeenvivwriment. In assufttes trusses are W ire ford Ilion• of use. Irk assumes w1be at all supports shown. Shim or wedge if s be Inca 0 0o i h fac�es Wes and placed so their center lit SIXG platee In kXtes. ask desi>in values2 f the CompuTrus Plate. Indicated by the prefix C R R t4 Plate Is kW used icated by the pre fut'CN' the ga. material is AN Others are 2b go- 1 j « NOTICE: IF THE DOCUMENT IN THIS FRAME OIF THE CLEAR N N THIS NOTICE IT IS DUE TO THE QUAL Trans ID: 124152 1111H fit Ilk CompuTrus Inc This design prepared from computer input by I IIIIII VIII IIIii VIII VIII VIII VIII III) IIII vmc - runew . I# WARNINGS: General Notes, unless otherwise noted: LUMBER SPECIFICATIONS 1. Design to support loads as shown. SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 3. �t�Eral -no d equired where shown + + 4 Installation of tf Is the resporty the respective con"clor. 2x 6 MSR 165OF 1- 2 2x 4 HF t2 3 BOTTOM CHORDS: 8. Plates shall be located an both taus Uuss, and placed so their center 2x 4 HF 12 1- 2 WEBS: 10 Of the CompuTrus Plate. hldksted by the prefix C, s C.B D.NRe► 211. 2x 4 HF STD /STUD 1- 3 TC LATERAL SUPPORT <= 12 "OC. UON. BC LATERAL SUPPORT <- 12 "OC. UON. NOTE: 1x3 BRACING AT 24 "OC UON. FOR ALL FLAT TOP CHORD AREAS NOT SHEATHED 10 -00 -00 MOND HIP SETBACK 8 -00 -00 FROM END WALL LOAD DURATION INCREASE - 1.15 + LOADING TC UNIF LL( 50.0) +DL( 30.0)= 80.0 PLF 0'- 0.0" TO 8'- 0.0" V TC UNIF LL( 125.0) +DL( 75.0)= 200.0 PLF 8'- 0.0" TO 10'- 0.0" V BC UNIF LL( 0.0) +DL( 40.0)= 40.0 PLF 0'- 0.0" TO 10'- 0.0" V TC CONC LL( 466.7)+DL( 280.0)= 746.7 LBS Q 8 0.0" BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON - CONCURRENTLY. 8 -00 -00 2 -00 -00 7 -06 -00 12 4.00 C -5x6 W O� 1 �O O O Scale: 3/8" JOB NAME: EK RESIDENCE ... A2A 10 -00 -00 0 �o 0 1 N ■ IRC 2003 SINGLE MEMBER FORCES 4WRDH T 1- -1203 B 1= 1059 W 1= -557 T 2= 0 B 2- 90 W 2- 1267 T 3- -1059 W 3- -1389 LEFT = 788 RIGHT = 1399 BEARING AREA REQUIRED (SQ. IN) BRG B 0'- 0.0" 1.26 DF / 1.95 HF / 1.85 SPF BRG 8 10'- 0.0" 2.24 DF / 3.45 HF / 3.29 SPF MAX LL DEFL - - 0.050" B 7'- 6.0" L/360 = 0.303" MAX TL DEFL - - 0.086" 8 7'- 6.0" L/240 = 0.454" MAX HORIZ. LL DEFL - 0.006" B 6 MAX HORIZ. TL DEFL - 0.013" 2 6 NOTE: Truss designed in accordance with IBC 2003 or IRC 2003 reflecting a 85 mph wind load (enclosed structure, Exposure B, height to 30 feet). Uplift Reactions: Left - -99 Right - -175 R oof Truss Supply, Inc. P.O. Box 532 W oodinville, WA 98072 (425 ) 481 -0900 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR - T HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ?�.'�? �� ;mµ9♦ ' WARNINGS: General Notes, unless otherwise noted: 1. Read all General Nobs and warnings before construction of trusses. 1. Design to support loads as shown. FILE NO .: A2A z. Builder and erection contactor should be advised of all General Notes and Warn efore b at. 2. Design assumes the top and bottom chords to be laterally braced at resw -0 o and a 7. 2ne compression web web Maeing brg n meuwt be hsteNd where shown +. bracing be 3. �t�Eral -no d equired where shown + + 4 Installation of tf Is the resporty the respective con"clor. DATE: 11/30/2005 s. All lateral fora resMtbg elemsnte such as wmporery and permanent bracing. must be desined and g prwWd b desiner of comlete stra y designer CompuTrus asses ne responsllOW for such bracing. umwedge 5. Desi assumes non-corrosive ors so be used in a nonorrosive environment. «' itl0n" of sign DES. BY: RW s. No to should be appeal to wry component until after as bracing and ad fasteners are compMM, and at le time should any bads greater than design 6. a If n at all su pports shown. Shim or wed 7. O e3 t a wines ad is die is std. loads be appli compo n ent. d to any compo 8. Plates shall be located an both taus Uuss, and placed so their center SEQ.: 2580409 e. CompuTrus has no coo" own and assumes no res ponsibasy f the lines coincide with confer, lines. 9. Di indicate size of plate h Inches. hbrlcatlon, hanmbq, sflyrsmd area Ylafaastion of components. 7. Me design b furN sh eet to the gmkstlorw on Cues designs set forth 10 Of the CompuTrus Plate. hldksted by the prefix C, s C.B D.NRe► 211. An B= t-0s coples of which will be furnished 11. dtg e) b= 10 ale is Indic us by N wellx'CM the material b used M Wtws are 2b by Conqu upon rsgusst ti ga. ga. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR - T HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ?�.'�? �� ;mµ9♦ ' _ . 1111110 II II1I CommTru9 Inc This design prepared from computer input by 1111111 Jill //111111 Jill 111 RTS - CHASE TRUSS SPAN 8'- 0.0" LOAD DURATION INCREASE - 1.15 SPACED 24.0" O.C. LOADING LL( 25.0) +DL( 15.0) ON TOP CHORD = 40.0 PSF DL ON BOTTOM CHORD = 8.0 PSF TOTAL LOAD = 48.0 PSF BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON - CONCURRENTLY. C- 2.5x2.6 0 N O 1 M LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 1. Read an General Notes and Warnings afore construction or tntsssa. 2x 6 MSR 165OF 1 BOTTOM CHORDS: 2- 2x 4 HF 12 1 WEBS: DATE 11 3 0 2 0 0 5 / / 2x 4 HF STD /STUD 1 TC LATERAL SUPPORT <- 12 "OC. UON. BC LATERAL SUPPORT <= 12 "OC. UON. 12 4.00 K O 8 -00 -00 Scale: 1/2" JOB NAME: EK RESIDENCE ... A2,Bl,B5 Trans ID: 124182 IRC 2003 SINGLE MEMBER EDRCES 4BRDH T 1= -110 B 1= 8 W 1= -307 LEFT - 399 RIGHT - 369 BEARING AREA REQUIRED (SQ. IN) BRG @ 0'- 0.0" 0.64 DF / 0.99 HF / 0.94 SPF BRG @ 8 0.0" 0.59 DF / 0.91 HF / 0.87 SPF NOTE: Truss designed in accordance with IBC 2003 or IRC 2003 reflecting a 85 mph wind load (enclosed structure, Exposure B, height to 30 feet). Uplift Reactions: Left - -50 Right - -46 r o of Truss Supply, Inc. 0. Box 532 odinville, WA 98072 25) 481 -0900 nd bottom chords to be laterally braced at Mil b ty � trued where shown + r re be used in a naerlvlron of use. ig a a t tn ad suppoorrttsvnsdheodwn. Shkn or wedge if both t e ; Df truss. and placed so their center nler pules. 1 Me C npuTnu Plate, kbicaled by the prefix )n Plata b k>dlcsted by t =1N the B ga. rtnlaltal b usw 1111 aro 2b ga. J 2423 °?►�lorvu. i XP !7- !fl /o NOTICE: IF THE DOCUMENT IN THIS FRA F THE DOCU AR -THAN THIS NOTICE IT IS DUE TO THE QUALITY Notes, unless otherwise noted: in to support loads as shown. WARNINGS: Go 1. Read an General Notes and Warnings afore construction or tntsssa. 1. FILE NO.: A2, 81, E15 2. Builder and aretxlo11 rbntr�UOr should be advised of all General Notes and 2- Warnings before construction commences. 3 . DATE 11 3 0 2 0 0 5 / / s. 2x4 compression web bracing Illllst bs klablNd whore sham e. a• Ml labral torn resletlr g slenwnts Such as temporary and permenerm brad np 5. : must be desIgned and provided by dadprr of compleb structure. CompuTrus assuwse no rss0 , 16 asp for such bracing. 6. DES. BY : RW s. No load should be applied to arty complamt until alter as bracing and fasteners are complete. and at no tlms should any bads greater than design 7. b tbp ads be ap0lad to any m milL 8. S EQ .: 2580405 a• CompuTrus has no conhol over and assuanaa no responsibility for the 1. fabrlcallan, handling, shlprnrsnt and knstalledarl of cornponenm 10. 7. This 410511111 Is turdatud atlbjbd to ft limitations on truss deelgns set forth by TM In H041 or TMf WTG In BC311-03 copies of which will be furnished 11. by CompuTruu upon rpwM. Trans ID: 124182 IRC 2003 SINGLE MEMBER EDRCES 4BRDH T 1= -110 B 1= 8 W 1= -307 LEFT - 399 RIGHT - 369 BEARING AREA REQUIRED (SQ. IN) BRG @ 0'- 0.0" 0.64 DF / 0.99 HF / 0.94 SPF BRG @ 8 0.0" 0.59 DF / 0.91 HF / 0.87 SPF NOTE: Truss designed in accordance with IBC 2003 or IRC 2003 reflecting a 85 mph wind load (enclosed structure, Exposure B, height to 30 feet). Uplift Reactions: Left - -50 Right - -46 r o of Truss Supply, Inc. 0. Box 532 odinville, WA 98072 25) 481 -0900 nd bottom chords to be laterally braced at Mil b ty � trued where shown + r re be used in a naerlvlron of use. ig a a t tn ad suppoorrttsvnsdheodwn. Shkn or wedge if both t e ; Df truss. and placed so their center nler pules. 1 Me C npuTnu Plate, kbicaled by the prefix )n Plata b k>dlcsted by t =1N the B ga. rtnlaltal b usw 1111 aro 2b ga. J 2423 °?►�lorvu. i XP !7- !fl /o NOTICE: IF THE DOCUMENT IN THIS FRA F THE DOCU AR -THAN THIS NOTICE IT IS DUE TO THE QUALITY Notes, unless otherwise noted: in to support loads as shown. f 1�II1 ��I 1"I CampuTrus Inc This design prepared from computer input by 1 1111111 III IN III IN IN 111111111 - RTS CHASE Trans ID: 124182 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 6 MSR 1650F 1- 9 BOTTOM CHORDS: 2x 6 MSR 1650F 1- 6 WEBS: 2x 4 HF STD /STUD 1 -10 TC LATERAL SUPPORT <= 12 "OC. UON. BC LATERAL SUPPORT <= 12 "OC. DON. NOTE: 1X3 BRACING AT 24 "OC DON. FOR ALL FLAT TOP CHORD AREAS NOT SHEATHED 16 -00 -00 15 -06 -00 12 C -7x7.7 4.001 f C -3x6 -4 0 1 n,p 0 0 16 -00 -00 TRUSS SPAN 46'- 0.0" LOAD DURATION INCREASE = 1.15 SPACED 24.0" O.C. LOADING LL( 25.0) +DL( 15.0) ON TOP CHORD - 40.0 PSF DL ON BOTTOM CHORD - 8.0 PSF TOTAL LOAD - 48.0 PSF BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON - CONCURRENTLY. 14 -00 -00 �. J . n V - .,7 JlV C -50.7 (S) ,L 14 -00 -00 % - _Ja7.4 C -50.7 (S) Scale: 1/8" 46 -00 -00 JOB NAME: EK RESIDENCE ... A3B FILE NO.: A3B DATE: 11/30/2005 WARNINGS: 1. Read all General Notes and Warnings before construction of trusses. L Builder and erection contractor should be advised of all General Notes and Warnings before construction commences. 7. 2x4 compression web bracing must be Installed whom shown +. a All lateral for resisting elements such as temporary and permanent bracing. must be designed and provided by designer of complete structure. Ge 1, 2. 4• 4 . 5 DES. BY RW SEQ.: 2 5 8 0 4 0 6 CampuTrus assures no nspuelbiky for such bracing. S. No load should be applied mu nt d to any ce/one until afler me inning and bstaers are complete. and at no lire should any loads greaser than design loads be applied to any component. e. CompuTrus has no - I - oar and asswnee no responsibahy for the fabrication. handing. shlpnoard and tnstaltatian of cowooneets. 7. This design is furnished mrbjae! to tin amrgegonra on blue desgne set bnh 6. 7. �• 10. 5117 W 1- by M In NW41 or TPVKrCA In BCSI 1-03 copies of which aria be furnished by ComnpuTre upon request. 11. 16 -00 -00 15 -06 -00 12 d 4.00 C -3x6 r-n 0 1 0 C- 2.5x2.6 C -5x9.4 0 L 16 -00 -00 neral Notes, unless otherwise noted: Design to support loads as shown. MAX LL DEFL = - 0.395" 2 23 0.0" L/360 = 1.503" MAX TL DEFL = - 0.759" N 23'- 0.0" L/240 = 2.254" MAX HORIZ. LL DEFL - 0.117" Q 10 MAX HORIZ. TL DEFL = 0.223" 8 10 NOTE: Truss designed in accordance with IBC 2003 or IRC 2003 reflecting a 85 mph wind load (enclosed structure, Exposure B, height to 30 feet). Uplift Reactions: Left = -277 Right = -277 oof Truss Supply, Inc. .0. Box 532 oodinville, WA 98072 425) 481 -0900 : j assumes the top and bottom chords to be laterally braced at • and at 17-0' o.c. respectively. led bridging or laterrallpbornadrq r uired where sham + + a i trusses are to be u s e W the contractor. for "d lion' of use. used asslsries faWdleboeuaa�Mtg all supports shown. Shin or wedge If ed le bolh� go l be brat on faces cuss, aixl pieced so their center incide W t sizze of plate i Inches. Ic design va" of the CampuTrus Plate, indicated by the prefix I t � N it 121 ate Is fndi�led b the orgl6r'CN' the Wr (19) indicates 1a ga. rtta1" is used others an - ga. R � O� SfONAL Llxrm s 911914- 7 5r Z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. C -3x6 C -3x6 • C -70.7 I ..d .l•1" I1L/ -!S IRC 2003 SINGLE MEMBER FORCES 4WRDH T 1- -5522 B 1- 5117 W 1- 75 T 2- -4791 B 2- 5115 W 2- -661 T 3- 0 B 3- 5097 W 3- 933 T 4- -4476 B 4= 5097 W 4= -812 T 5- -5131 B 5- 5115 W 5- 68 T 6= -4476 B 6- 5117 W 6= 68 T 7= 0 W 7= -812 T 8- -4790 W 8- 933 T 9- -5522 W 9- -661 W10- 75 LEFT 2208 RIGHT = 2208 BEARING AREA REQUIRED (SQ. IN) BRG 8 0'- 0.0" 3.53 DF / 5.45 HE / 5.20 SPF BRG N 46'- 0.0" 3.53 DF / 5.45 HF / 5.20 SPF MAX LL DEFL = - 0.395" 2 23 0.0" L/360 = 1.503" MAX TL DEFL = - 0.759" N 23'- 0.0" L/240 = 2.254" MAX HORIZ. LL DEFL - 0.117" Q 10 MAX HORIZ. TL DEFL = 0.223" 8 10 NOTE: Truss designed in accordance with IBC 2003 or IRC 2003 reflecting a 85 mph wind load (enclosed structure, Exposure B, height to 30 feet). Uplift Reactions: Left = -277 Right = -277 oof Truss Supply, Inc. .0. Box 532 oodinville, WA 98072 425) 481 -0900 : j assumes the top and bottom chords to be laterally braced at • and at 17-0' o.c. respectively. led bridging or laterrallpbornadrq r uired where sham + + a i trusses are to be u s e W the contractor. for "d lion' of use. used asslsries faWdleboeuaa�Mtg all supports shown. Shin or wedge If ed le bolh� go l be brat on faces cuss, aixl pieced so their center incide W t sizze of plate i Inches. Ic design va" of the CampuTrus Plate, indicated by the prefix I t � N it 121 ate Is fndi�led b the orgl6r'CN' the Wr (19) indicates 1a ga. rtta1" is used others an - ga. R � O� SfONAL Llxrm s 911914- 7 5r Z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. C -3x6 C -3x6 • C -70.7 / \ Ci3m p &Trus Inc This desig>a preyared from computer input by 1 111111 VIII 1111111111 111111111111111 IN IN Trans ID: 124182 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 6 MSR 165OF 1- 9 r-t 0 BOTTOM CHORDS: 2x 6 MSR 2250E 1- 7 WEBS: 2x 4 HF STD /STUD 3- 9 2x 4 MSR 1650F 1- 2, 10 -11 TC LATERAL SUPPORT <= 12 "OC. DON. BC LATERAL SUPPORT <= 12 "OC. DON. NOTE: 1x3 BRACING AT 24 "OC UON. FOR ALL FLAT TOP CHORD AREAS NOT SHEATHED 10 -00 -00 10 -00 -00 9 -06 -00 12 4.00 pC- 7x11.9 11 -02 -04 46 -00 -00 GIRDER SUPPORTING 10 -00 -00 FROM 8 -00 -00 TO 38 -00 -00 LOAD DURATION INCREASE - 1.15 + LOADING TC UNIF LL( 50.0) +DL( 30.0)= 80.0 PLF BC UNIF LL( 0.0) +DL( 16.0)= 16.0 PLF BC UNIF LL( 100.0) +DL( 108.0)= 208.0 PLF BC UNIF LL( 0.0) +DL( 16.0)= 16.0 PLF -BC CONC LL +DL= 1399.0 LBS @ -BC CONC LL +DL= 1399.0 LBS @ 0'- 0' 8'- 38'- 8'- 38'- 0.0" TO 46 0.0" V 0.0" TO 8 0.0" V 0.0" TO 38 0.0" V 0.0" TO 46'- 0.0" V 0.0" 0.0" IRC 2003 3 T 1= -19263 B 1= T 2- 0 B 2- T 3= -18213 B 3- T 4= -28146 B 4= T 5- -28152 B 5= T 6- -28152 B 6= T 7= -18210 B 7- T 8= 0 T 9- -19260 MEMBER FORCES 4WRDH 18213 W 1- 5373 W11= 5376 24783 W 2- -7311 24783 W 3- 1113 28194 W 4= 3741 24804 W 5- -444 24804 W 6- -45 18210 W 7= -402 W 8- 3705 W 9- 1155 W10w -7338 LEFT = 6487 RIGHT = 6487 BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON - CONCURRENTLY. ( 3 ) complete trusses required. Join together 3 ply with 3 "x.131 DIA GUN nails staggered at: 12" oc throughout 2x6 top chords, 6" oc throughout 2x6 bottom chords, 12" oc throughout webs. Note: Stagger splices on adjacent members. Bottom chord requires plates held down 3" typical UON and hanger height covers 851 or more a member depth. 26 -00 -00 15 -03 -12 10 -00 -00 9 -06 -00 9 -06 -00 12 C- 7x11.9 a 4,00 C- 5x11.9(S) C- 5.5x11.9 C- 5.50.7 C -3x6 C- 5.5x11.9 BEARING AREA REQUIRED (SO. IN) BRG @ 0'- 0.0" 10.38 DF / 16.02 HF / 15.26 SPF BRG @ 46'- 0.0" 10.38 DF / 16.02 HF / 15.26 SPF MAX LL DEFL = - 0.695" @ 25'- 10.4" L/360 - 1.503" MAX TL DEFL = - 1.576" @ 25'- 10.4" L/240 - 2.254" MAX HORIZ. LL DEFL - 0.113" @ 10 MAX HORIZ. TL DEFL = 0.262" @ 10 NOTE: Truss designed in accordance with IBC 2003 or IRC 2003 reflecting a 85 mph wind load (enclosed structure, Exposure B, height to 30 feet). Uplift Reactions: Left - -813 Right = -813 Roof Truss Supply, Inc. P .O. Box 532 Woodinville, WA 98072 925 481 -0900 r, 0 1 r-t 0 o C C- 5x14.5 C- 5.50.7 C -3x6 C- 5.50.7 C- 5.5x9.4 C -3x6 C- 5.50.7 C- 5x14.5 0 CN18- 9x17.9(S) CN18- 9x17.9(S) L 2x �BLK 2x BI 16 -00 -00 14 -00 -00 16 -00 -00 Scale: 1/8" 46 -00 -00 JOB NAME: EK RESIDENCE ... A3,A3A WARNINGS: General Notes, unless otherwise noted: 1. Read an General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. FILE NO.: A3, A3A 2. Sunder and erection contractor should be advised of all General Notes and Warnings before 2. Design assumes the top and bottom chords to be laterally braced at 7-0' o C and at 17-0' o.C. respectively. construction commences. 7. 2x4 compression web bracing must be Installed when shown +. . 3. 2x4 Impact bridging or lateral braci required where shown + + DATE: 11/30/2005 4. All lateral force restating elements such as temporary and permanent baling, must be designed and provided by designer or complete .btrctun. 4 in Lion of truss Is the resaon sibifity of the respective contractor. 5. Design assumes trusses are to be used in a noncorrosive environment, arc far'dry txtrtdigon' of us r mum** Compumum** no naponslbFlty for such baling. 6. gn asstxrtes hip bearing al a l supports shown. Shim or wedge It DES. BY: RW S No load should be applied to any component until after as bracing and faaerters an corgleN, and at no theme should amt loads gnaler than design y� 7 • SSIlfrteS sde4Uate_ drainage is govided. 8. P4tet located faces SE Q : 2 5 8 0 4 0 7 loads be applied to any component. e• compuTne tee no contra over and assumes no MponelWey for the shah be on Do(n Of truss. and placed so their center Ones coincide wRh joint center lines. f - fabrication handling, shipme t and Installation or components. 7. This design In furnished ished subpct to the emitedom on buss dealgre font 10. f bbalc� val i the CompuTrus Plate, indicated by the prefix 'C, I. C9.D. R.R act by TPI In H641 or TPVWTCA n SCSI 1-0.1 copies of which will be furnished ant 4211. by p is indi cated b the *CW �. i t. TM CorrlpuTrtn N•t g lonPl by Co mpuTrus upon request. t deslpnetor (18) lndCales 19 is o Ukrs a /, NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Trans ID: CampuTrus Inc. 111111111111 IN 11 IN 11111111111 IN 7 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) DES. BY: RW TOP CHORDS: 6. 7. 8. 2x 6 MSR 1650F 1- 9 BOTTOM CHORDS: 2x 6 MSR 2250F 1- 7 WEBS: 2x 4 HF STD /STUD 3- 9 2x 4 MSR 1650F 1- 2, 10 -11 TC LATERAL SUPPORT <= 12 "OC. DON. BC LATERAL SUPPORT <- 12 "OC. UON. NOTE: 1X3 BRACING AT 24 "OC UON. FOR ALL FLAT TOP CHORD AREAS NOT SHEATHED TRUSS SPAN 46'- 0.0" LOAD DURATION INCREASE - 1.15 SPACED 24.0" O.C. LOADING LL( 25.0) +DL( 15.0) ON TOP CHORD a 40.0 PSF DL ON BOTTOM CHORD = 8.0 PSF TOTAL LOAD = 48.0 PSF ROOF ]"Russ SUPF[.'., INC. R C. BOX 832 WOODINVILLE, WA 98072 Z' 1- r *A FILE NO.: A3, A3A DATE: 11/30/2005 WARNINGS: 1. Read all General Notes and Warnings before construction of trusses. a Builder and erection Contractor should be advised of all General Notes and Warnings bed construction commences. 3. 2x4 compression web bracing must be Installed where shown .. 4. All lateral fores reshili g etemaka such as temporary and permanent bracing. must he 4slprd and provided by designer of complete structure. Go 1, 2. 3 . S. DES. BY: RW Compu7rus assurnes no respoa.lbray for such bracing. s. No bad should be apeeod to any component until after all bracing and fasbnsn we compote, and at no time should any bads pester than design m loads be applied to any coeorerr. 6. 7. 8. SEQ.: 2 5 8 0 4 0 7— L 1 s. Cor puTrus has no control ewe and assumes no responsibility for e (a don. handling. efripnerr r,a and .wl,on of components. 7. This 6@Wp is nrldsled sulblied to On limitations on trues designs see forth by TPI It W641 orTPLWTCA in 11= 1-03 copies or whic wi ll be Furnished by ConpuTrus upon reawsL o 11. SINGLE MEMBER FORCES T 1= -5766 B 1= 5382 W 1- 1225 W11= 1226 T 2- 0 B 2- 7659 W 2- -2534 T 3= -5382 B 3= 7659 W 3= 88 T 4= -8744 B 4- 8791 W 4- 1207 T 5= -8756 B 5- 7664 W 5= -440 T 6- -8756 B 6= 7664 W 6= -38 T 7- -5382 B 7- 5382 W 7= -427 T 8= 0 W 8= 1209 T 9- -5765 W 9- 98 W10= -2540 LEFT 2208 RIGHT = 2208 BEARING AREA REQUIRED (SQ. IN) BRG N 0'- 0.0" 3.53 DF / 5.45 HF / 5.20 SPF BRG A 46 0.0" 3.53 DF / 5.45 HF / 5.20 SPF Uplift Reactions: Left - -277 Right a -277 Notes, unless oaxrwise noted: lrn to support bads as shown. )rl assumes the top and bottom chords to be laterally braced at ox. and at 170" o.a respecli ct vNy. mpa ftd°tr'° tx let" ty e o�"g r ;e �ira`ctor. )sa o ss of truss is the ��� let assumes busses are to be used to anon- corrosive environment. awl ° `r "` a t WI supports shown. Shim or wedge if tines ad te drainage Is provided. b e o pted on b oth face of truss, and placed so their center t center lines. I p ildicate sl=o plate In Inches. w 1. R R. 4211 CompuTrus Plata Indicated by the prer. '1 t ` in m:cedai' �'n'� d� a� zb go. Z 74243 o, tio JONAL i EXMAE3 ';J J$ f 0,7 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. / "Uiru Inc. This design prepared from computer input by 1111111 Jill 111111111111111111 Jill {III III{ 01"0 _ rur♦ca Trans ID: 124182 7.2. r LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: DES. BY • RW 2x 6 MSR 165OF 1- 6 BOTTOM CHORDS: tasbnsrs are cone - and at no time should a" loads greater than design 2x 6 MSR 1650F 1- 4 WEBS: lines coincide oil 9. Digits indicate at 2x 4 HF STD /STUD 1- 7 TC LATERAL SUPPORT <= 12 "OC. UON. BC LATERAL SUPPORT <= 12 "OC. UON. TRUSS SPAN 46'- 0.0" LOAD DURATION INCREASE = 1.15 SPACED 24.0" O.C. LOADING LL( 25.0) +DL( 15.0) ON TOP CHORD = 40.0 PSF DL ON BOTTOM CHORD = 8.0 PSF TOTAL IOAD - 48.0 PSF BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON - CONCURRENTLY. 23 -00 -00 23 -00 -00 13 -06 -03 9 -05 -13 9 -05 -13 13 -06 -03 12 C -5x6 12 4.0017' 5 x 4.00 C- 5x7.7(S) C- 50.7(S) C -3x6 0 „ C -3x6 C- 2.5x2.6 C- 2.5x2.6 0 0 oJ` Co o C -5x9.4 C -3x6 C -4x9.4 C -3x6 C -50.4 C- 5x6(S) C- 5x6(S) 14 -00 -00 18 -00 -00 14 -00 -00 L L Scale: 1/8" 46 -00 -00 JOB NAME: EK RESIDENCE ... A4 WARNWGS: General Notes, 1. Read all General Hobs and Wamlngs before construction of trusses. 1. Design to sl 2. Bulkier and erection contractor should be advised of all General Nobs and 2. DESI BSSu FILE NO.: A4 wamtrngs before construction commences. an edI 3. 2x4 compression web brad" and be installed 3 d when shown +• 4. Ir h don x 4 All MWW face rv-' t w g elenMs such as tern and rmanen at t br 1 30/2005 DATE: 11/30/2005 o must be de p0fi1 p designed MW prwkied M designer or complete strtr ucture. CompuTrus asstwbs no for such bracing. 5. DQlSpnassufnss red are fOr'ddry� r =tin DES. BY • RW responsibility S. No bad sAoWd be aapfisd to arq, component until after as bodrq and 6. assurtnis tasbnsrs are cone - and at no time should a" loads greater than design 8_ SEQ.: 2 5 8 0 4 0 8 loads be applied to arty comparnt. s. CompuTrw has ro conbot over and aeweees no responsibility for lattkstbn, lines coincide oil 9. Digits indicate at hand%& shlprrtsrt and Installation of components. 10. Fpr balk ¢t 1 7. This design Is h op its sublect to the limitations on ts designs set forth C'. sM I.G.C.U. by Tnf in HO41 or TPVKrCA In BC311.03 copies of which will be furnished 11. The True by connpuTfus UPon netreeL deslgne (1 B) b IRC 2003 SINGLE MEMBER FORCES 4WRDH T 1= -5460 B 1- 5055 W 1- -607 T 2= -4913 B 2= 4200 W 2- 671 T 3= -3468 B 3= 4200 W 3= -1248 T 4- -3468 B 4- 5055 W 4= 1642 T 5= -4913 W 5= -1248 T 6= -5460 W 6- 671 W 7- -607 LEFT 2208 RIGHT - 2208 BEARING AREA REQUIRED (SQ. IN) BRG @ 0'- 0.0" 3.53 DF / 5.45 HF I 5.20 SPF BRG @ 46'- 0.0" 3.53 DF / 5.45 HF / 5.20 SPF MAX LL D£FL = - 0.327" @ 23'- 0.0" L/360 - 1.503" MAX TL DEFL = - 0.627" @ 23'- 0.0" L/240 = 2.254" MAX HORIZ. LL DEFL - 0.107" @ 7 MAX HORIZ. TL DEFL - 0.203" @ 7 NOTE: Truss designed in accordance with IBC 2003 or IRC 2003 reflecting a 85 mph wind load (enclosed structure, Exposure B, height to 30 feet). Uplift Reactions: Left - -277 Right - -277 oof Truss Supply, Inc. .0. Box 532 oodinville, WA 98072 425 481 -0900 s noted: bottom chords to be laterally braced at I bra uired where shown ++ lyOt the ft5�eC11Ve COfllraClOr. O b..! if1 a nOrFCOR031W environment. a t all supports shown. Shirn or wedge if it t 13 o( buss, and placed so their center K goes. 1 Ine3nss. e Com Plate. indicated fix the prefix ga. material its used. An others we 2b ga. • e+ �fCNAL sMAES Viff / 7 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARTHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. This design prepared from computer input by ome _ rnraev Trans ID: 124182 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANELS) TOP CHORDS: TC UNIF LL( 2x 6 MSR 165OF 1- 8 0.0" TO 36 0.0" V BOTTOM CHORDS: 0.0) +DL( 2x 6 MSR 2250F 1- 6 BC UNIF LL( WEBS: 85.0)= 160.0 2x 4 HF STD /STUD 1, 3- 7, 9 2x 4 MSR 165OF 2, 8 TC LATERAL SUPPORT <= 12 "OC. DON. BC LATERAL SUPPORT <= 12 "OC. UON. __. ... . == = == a== = =_�__ NOTE: 1x3 BRACING AT 24 "OC UON. FOR ALL FLAT TOP CHORD AREAS NOT SHEATHED 36 -00 -00 GIRDER SUPPORTING 8 -00 -00 FROM 8 -00 -00 TO 36 -00 -00 LOAD DURATION INCREASE - 1.15 + -TC CONC LL +DL= 654.0 LBS @ 8'- 0.0" IRC 21 T 1- -11528 T 2= 0 T 3= -10890 T 4- -18088 T 5= -18088 T 6- -10896 T 7= 0 T 8= -11534 )03 2 MEMBER FORI B 1= 10890 W 1= B 2= 16730 W 2= B 3= 16730 W 3- B 4= 16242 W 4- B 5- 16242 W 5- B 6= 10896 W 6= W 7- W 8= W 9= :ES 4WRDH 2548 -6204 918 1450 -340 1960 882 -5716 3054 LEFT = 3970 RIGHT = 4363 BOTTOM CHORD CHECKED FOR 1OPSF LIVE LDAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON - CONCURRENTLY. ( 2 ) complete trusses required. Join together 2 ply with 3 "x.131 DIA GUN nails staggered at: 12" oc throughout 2x6 top chords, 11" oc throughout 2x6 bottom chords, 12" oc throughout webs. BEARING AREA REQUIRED (SQ. IN) BRG @ 0'- 0.0" 6.35 DF / 9.80 HF / 9.34 SPF BRG @ 36 0.0" 6.98 DF / 10.17 HF / 10.27 SPF NOTE: Truss designed in accordance with IBC 2003 or IRC 2003 reflecting a 85 mph wind load (enclosed structure, Exposure B, height to 30 feet). Uplift Reactions: Left - -498 Right = -547 Roof Truss Supply, Inc. P.O. Box 532 Woodinville, WA 98072 425 481 -0900 8 -00 -00 20 -00 -00 8 -00 -00 8 -00 -00 B -09 -12 11 -08 -04 7 -06 -00 7 -06 -00 7 -06 -00 0 t � 0 0 A.7. -2 11_4A7 . `t 1. - 4. JAY.J it - L. JA4.J C -7x9.4 12 a 4.00 tr - 9A7. 4 1. - JA7. 4 0 w 0 h 0 C- 7x9. 4(S) WADING TC UNIF LL( 50.0)+DL( 30.0)= . 80.0 PLF 0'- 0.0" TO 36 0.0" V BC UNIF LL( 0.0) +DL( 16.0)= 16.0 PLF 0'- 0.0" TO 8 0.0" V BC UNIF LL( 75.0) +DL( 85.0)= 160.0 PLF 8'- 0.0" TO 36 0.0" V -BC UNIF LL +DL= 24.0 PLF 0'- 0.0" TO 8 0.0" V -TC CONC LL +DL= 654.0 LBS @ 8'- 0.0" IRC 21 T 1- -11528 T 2= 0 T 3= -10890 T 4- -18088 T 5= -18088 T 6- -10896 T 7= 0 T 8= -11534 )03 2 MEMBER FORI B 1= 10890 W 1= B 2= 16730 W 2= B 3= 16730 W 3- B 4= 16242 W 4- B 5- 16242 W 5- B 6= 10896 W 6= W 7- W 8= W 9= :ES 4WRDH 2548 -6204 918 1450 -340 1960 882 -5716 3054 LEFT = 3970 RIGHT = 4363 BOTTOM CHORD CHECKED FOR 1OPSF LIVE LDAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON - CONCURRENTLY. ( 2 ) complete trusses required. Join together 2 ply with 3 "x.131 DIA GUN nails staggered at: 12" oc throughout 2x6 top chords, 11" oc throughout 2x6 bottom chords, 12" oc throughout webs. BEARING AREA REQUIRED (SQ. IN) BRG @ 0'- 0.0" 6.35 DF / 9.80 HF / 9.34 SPF BRG @ 36 0.0" 6.98 DF / 10.17 HF / 10.27 SPF NOTE: Truss designed in accordance with IBC 2003 or IRC 2003 reflecting a 85 mph wind load (enclosed structure, Exposure B, height to 30 feet). Uplift Reactions: Left - -498 Right = -547 Roof Truss Supply, Inc. P.O. Box 532 Woodinville, WA 98072 425 481 -0900 8 -00 -00 20 -00 -00 8 -00 -00 8 -00 -00 B -09 -12 11 -08 -04 7 -06 -00 7 -06 -00 7 -06 -00 0 t � 0 0 A.7. -2 11_4A7 . `t 1. - 4. JAY.J it - L. JA4.J C -7x9.4 12 a 4.00 tr - 9A7. 4 1. - JA7. 4 0 w 0 h 0 NOTICE: IF THE DOCUMENT IN THIS FRAME OF THE CLEAR D THIS NOTICE IT IS DUE TO THE QUAL 12 C- 5x11.9(S) 4.00 Cam- C -7x9.4 C- 5x14.5 C- 2.5x2.6 C- 5x14.5 C- 7x9. 4(S) 36 J Scale: 3/16" -00 -00 `}J a JOB NAME: EK RESIDENCE... B2, B3 WARNINGS: General Nobs, unless otherwise noted: 0 0 .x, Z 1. Wad all General Nobs and warnings before construction of trusses. 1. Design to support loads as shown. FILE NO.. B2 , H3 2. Builder and erection contractor should be advised of all General Notes and warnings before construction coasesnes. 2. Design assumes the lop and bottom chords to be laterally braced at T-0 o.c. and at IZ4r o.c respectively. 3. 2x4 compression web bracing mot be Installed whore shown +. 4. An lateral tore resteti ng slssrents such as temporary and permanent tracing. 3. 2x4 Impact b or lateral bracing required where shown + + 4. Ins tion of truss Is the responsibility of the respective contractor. DATE: 11/30/2005 must he designed and prwldW M eesigrer of empMte structure. CompuTrus assumes no re pone" 1 11% for such bracing. 5. Design assumes trusses am 10 _ us6d In a noncorrosive environment. aro f or' � if 6. Shim 24243 DES. BY: RW S. No bad should be applied to sn r conworent ureu after act braWp am fasteners are err4tess, and at no tens should arty bads grater than design n� or wedge sign g at all supports shown. 7. ry sdapuato nape is ded. Pla located 0 tr, •vNAL loads be applied to any conaent 4 i. Compurrus has no car" ever and asse n es no responsibility for the B. on t (aces of truss. and plated so their center Lines coWK da WHh j01r11 center Ines. / SEQ.: 2 5 8 0 4 0 9 fatirineon, huxMbq rhynterth and Installation ar conn4orrsnta 9 • Digits Indicate aiza of plate In kirhes. 10. Fporr bs deport y� 0 the ConiptlTrus Plate. Indicated by the prefix 'C, 7. This design Is turnhhed subject to the limitations on truss designs set forth sea .C.B D. P_ 421 t. �j('I�3 p 7 by TTI In M041 orTP WrCA h aCS11.03 copiss of which will be furnished 11. Tha Tno NNLe 8edlar► Plate Is Indf;,ated by the dff�t'CN' the by Con4uTM rpon g rseri design (18) hidkaWe 15 ga. material is uses• AN bViers are 2b ga. NOTICE: IF THE DOCUMENT IN THIS FRAME OF THE CLEAR D THIS NOTICE IT IS DUE TO THE QUAL 12 C- 5x11.9(S) 4.00 Cam- C -7x9.4 C- 5x14.5 C- 2.5x2.6 C- 5x14.5 Cump 111111 IN 11111111111 IN 1111 IN I 11111111111111111111111 Trans ID: Uplift Reactions: Left - -217 Right - -217 ROOF MUSS SUPPLY. ;NC. r 0- BOX 532' OOD III °v ILLE, WA 980 FILE NO.: B2,B3 DATE: 11/30/2005 DES. BY: RW SEQ.: 2580409 —L1 WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Wa nbgs before construction of trusses. 1. Design to support loads as shown. 2 Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at LUMBER SPECIFICATIONS TRUSS SPAN 36'- 0.0" 4. Al lateral force redeem *I* . With N Wmprsry and permanent bracing. 4 Installation of truss Is the responsibility of III@ respecon contractor. 5. asgsrudmreesctrruudsses are 10 be usdd In a nontartosi en vironment. SINGLE MEMBER FORCES a D r essign 6. Desi¢i aswnlbs of Y i bM p al � supports stawn. Shim or wedge it LOAD DURATION INCREASE = 1.15 T 1= -4520 B 1- 4225 W 1= 907 SIZE SPECIE GRADE PANEL(S) SPACED 24.0" O.C. 2- 0 B 2= 6476 W 2= -2392 TOP CHORDS: M cow"Trnu upon request. T 3= -4225 B 3- 6476 W 3= 92 2x 6 MSR 165OF 1- 8 T 4- -7084 B 4= 6410 W 4- 649 BOTTOM CHORDS: LOADING T 5= -7084 B 5= 6410 W 5= -409 2x 6 MSR 225OF 1- 6 LL( 25.0) +DL( 15.0) ON TOP CHORD = 40.0 PSF T 6- -4220 B 6= 4220 W 6= 716 WEBS: DL ON BOTTOM CHORD = 8.0 PSF T 7= 0 W 7= 98 2x 4 HF STD /STUD 1, 3- 7, 9 TOTAL LOAD = 48.0 PSF' T 8= -9515 W 8= -2341 2x 4 MSR 1650F 2, 8 W 9= 919 TC LATERAL SUPPORT <= 12 "OC. UON. LEFT 1728 RIGHT 1728 BC LATERAL SUPPORT <= 12 "OC. UON. BEARING AREA REQUIRED (SQ. IN) NOTE: 1X3 BRACING AT 24 "OC UON. FOR BAG Q 0 0.0" 2.76 DF / 4.27 HF / 4.07 SPF ALL FLAT TOP CHORD AREAS NOT SHEATHED BRG 8 36' 0.0" 2.76 DF / 4.27 HF / 4.07 SPF Uplift Reactions: Left - -217 Right - -217 ROOF MUSS SUPPLY. ;NC. r 0- BOX 532' OOD III °v ILLE, WA 980 FILE NO.: B2,B3 DATE: 11/30/2005 DES. BY: RW SEQ.: 2580409 —L1 WARNINGS: General Notes, unless otherwise noted: 1. Read all General Notes and Wa nbgs before construction of trusses. 1. Design to support loads as shown. 2 Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at Warnings before construction conrnenees. 3. 2x4 compression web bracing oust be Installed wino. shown Z-0 o.c. and at 1Z4r O.C. res 3. 2x4 Irrhpact bridgkhg Or lateral brad uire - where shown + + 4. Al lateral force redeem *I* . With N Wmprsry and permanent bracing. 4 Installation of truss Is the responsibility of III@ respecon contractor. 5. asgsrudmreesctrruudsses are 10 be usdd In a nontartosi en vironment. must De deslpnrd and provided M Oedarrsr W complete structure. CompuTrus assumes no nWponWrwy for such bndnil. a D r essign 6. Desi¢i aswnlbs of Y i bM p al � supports stawn. Shim or wedge it s load s ho u ld applied to on component ten load a/ Nnp ad and atsn are cernm pa and at n Wes alnrdd arty toads Waster Oselpn fa c y a7 on to dfakhage is f Muss, sod aovlded. 8: lee N be located both hw o placed so their center lo load a applied to arty ny eonroaent s. Con"Trus has no conaol our and staurshn no rworaMMI for the lines coinBde with joint canter Ines. 9. Digits Indicate size of plate In inches. fabrkaOWN brrdWq, aiderWard and kgasaeorr of 10. F beak dssiorl W tins CampuTns Puts, it led by the pfeflx T. This design is n ha sh id subject to Ow MYlMkne on truss designs est forth see lC: eBf Dv by TPI In b scel 1.03 copies of which INN N furnished e( fix ated orb the 11. =t',Pr ktdiCal Z M W b Al 2b M cow"Trnu upon request. (18 used: others are ga. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARTHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. IIIII II 1 II !'� CDm �11C. This design prepared from computer input by I loll III III IIIII'N IIIII III 111111 P .. Trans ID. 124182 i LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 6 MSR 1650F 1- 6 BOTTOM CHORDS: 2x 4 MSR 1650F 1- 4 WEBS: 2x 4 HF STD /STUD 1- 7 TC LATERAL SUPPORT <- 12 "OC. DON. BC LATERAL SUPPORT <= 12 "OC. UON. 18 -00 -00 11 -04 -05 12 4.00 C- 5x6 (S) C- 2.5x4.3 C- 2.5x4.3 ° I L ° I ° - 3x11.9 C- 2.5x4.3 TRUSS SPAN 36'- 0.0" LOAD DURATION INCREASE - 1.15 SPACED 24.0" O.C. LOADING LL( 25.0) +DL( 15.0) ON TOP CHORD = 40.0 PSF DL ON BOTTOM CHORD - 8.0 PSF TOTAL LOAD - 48.0 PSF BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON - CONCURRENTLY. 18 -00 -00 6 -07 -11 6 -07 -11 C -4x6 4.0" C- 5x6(S) C- 2.5x4.3 3.0 "' IRC 2003 SINGLE MEMBER FORCES 4WRDH T 1- -4046 B 1= 3711 W 1- -351 T 2= -3687 B 2= 3188 W 2- 441 T 3- -2646 B 3= 3188 W 3- -936 T 4- -2646 B 4= 3711 W 4= 1230 T 5= -3687 W 5- -936 T 6= -4046 W 6= 441 W 7= -351 LEFT = 1728 RIGHT 1728 BEARING AREA REQUIRED (SQ. IN) BRG A 0'- 0.0' 2.76 OF / 4.27 HF / 4.07 SPF BRG A 36'- 0.0" 2.76 OF / 4.27 H£ / 4.07 SPF NOTE: Truss designed in accordance With IBC 2003 or IRC 2003 reflecting a 85 mph wind load (enclosed structure, Exposure B, height to 30 feet) . Uplift Reactions: Left - -217 Right = -217 oof Truss Supply, Inc. .0. Box 532 oodinville, WA 98072 _ ter 425 481 -0900 11 -04 -05 12 D4.00 C- 2.5x4.3 ° 0.25" C-50.7 (S) Scale: 3/16" JOB NAME: EK RESIDENCE ... B4 36 -00 -00 C- 2.5x4.3 C- 3x11.9 ° NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR - THAN Y THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. WARNINGS: General Notes, unless Otherwise noted: 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. 2. Budder and erection comrsctor should be advised of all Cenral Nos and 2. D! assumes the top and bottom chords to be laterally braced at FILE NO.: B4 Warnings before constructlon commences. x m bracing 2x4 compression web acing must be Installed where shown .. z G O.c. and at o. ugly. 3. 2x4 Impact bridging or Wherei " rig re0uked where shown * + 4 InsbgaBOn d tlUSS b the the DATE : 11/30/2005 4. All lateral force resisting eNmants such as temporary and permanent bracing. be deslprrd by designer re3ppn sibiG oi' ne3pedivE contractor. 5. Des b e usdd in a noncorrosive environment. ign assumes trusses are tO 'dry must and provided of rx,nrpreu structure. CompuTms assumes rho tesponslbsay for such braci red are fix condition' d use. 6. asstsres fug bearing at ag supports shown. Shire or wedge if S. No bad should be applied to any Component WAS after as bracing and n DES. BY: RW fasteners are complete. and at no tbre should any bads greater than design p p� e ads a pr�vrded 8. Pletes b lto tea on both faces s ot t; and placed so their center SEQ. : 2 5 8 0 410 loads be applied to airy component IL CompuTrus lies no control over and assumes no respenslbilky ter the handling, Installation grass mid c t with }o p ate In Ones. 9. Digits IrWkala size d plate in Indie fabrication, sNpeent and of components. I 10. Fy�nr = de��gr� v" d the CompuTrus Plate. Indicated by the prefix T. This design is furnished Mod to the If I ri. on Cuss designs set forth 'C, see I.C,t;,D,�R_ 4211. by Tpl In MS41 or TPL WTCA In SCSI 1 -03 copies of which will be furnished �p(ed �y prolix 11. Is I n d iS used /W proli y a *CN* e) tndiCi fl by CompuT upon requeoL gila al ( g NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR - THAN Y THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ` � r� _ � 1 � � C�J AA E ! c ° C-2.5)0. 16 -00 -00 W.r►laf�allM �4f�6y ,y�..ptrfL� � Scale: 3�8" EK C3 truss G erm i. JOB NAME pator. Conn n of Noun +^d pa aMWd o! se Gamnl Notes and "; 3 TOP CHORDS: a t fianaral and Mc'on" r bdou 4 °" M IMU�ad wMna d p@r WwM txacu9. 4 It 5. C C2 , C3 Wva " a en+nta uch as of a m S. yt4 coa'�° � s dorauch 6.1 FILE NO • 4. AM t ar Ad �d pc.1ted y track* and aMr a t b" , n w Wn 7. 8. 11/30/2005 c p�auTrtr assumes coraro^s^t Una dsslpn IWAd bs apPwd should any leads Yu DATE : S. No toad s at tires convi'". Wei Oei c d sawn* n t s� w ts. for rtu 1 0 . DES. BY : RW loads bs a paar s. hana no m. M 4 v as set fam lumuhad 1!u °"s o truss 11. MSR 165OF www al to { hrn .... _ In scat 143 c IIDflV / / // " ** * 1 CumpuTrus inc. to be taleravy bra - __.,.1..n ++ to De u aa..... - - or wedge II ai e ai wPP.s fin. ^ I�retrta0e Is so ilu�rt� ut tames sr ones. ilx he o +Tn� �1e• jndial by the P� D � t�bIndicat other are 2b �_ I is This design prepared from computer input by RTS - CHASE 16 -00 -00 GIRDER SUPPORTING 36 -00 -00 FROM 0 -00 -00 TO 7 -10 -08 LOAD DURATION INCREASE = 1.15 + LOADING TC UNIF LL( 50.0) +DL( 30.0)= 80.0 PLF 0'- 0.0" TO 16'- 0.0" V BC UNIF LL( 425.0) +DL( 407.0)= 832.0 PLF 0'- 0.0" TO 7'- 10.5" V BC UNIF LL( 0.0) +DL( 16.0)= 16.0 PLF 7'- 10.5" TO 16'- 0.0" V -BC CONC LL +DL= 4363.0 LBS @ 7 10.5" TC LATERAL SUPPORT <= 12 "OC. UON. LOADS AS GIVEN BC LATERAL SUPPORT <= 12 "OC. UON. Caution: Note bearing area requirements. 12 4.001 C -_` r, 0 0 t 0 C- 5.5x7.7 5 r, if P / i• 1 Trans ID: 124182 7 . 2.1T(1L) -E IRC 2003 2 MEMBER FORCES 4WRDH T 1- -15508 B 1= 14504 W 1= 2768 T 2- -12236 B 2= 14378 W 2- -3114 T 3= -12262 B 3= 10846 W 3= 7242 T 4= -11576 B 4= 10820 W 4= 878 W 5- -554 LEFT = 7877 RIGHT 4448 BEARING AREA REQUIRED (SQ. IN) BRG @ 0'- 0.0" 12.60 DF / 19.45 HF / 18.53 SPF BRG @ 16 0.0" 7.12 DF / 10.98 HF / 10.47 SPF NOTE: Truss designed in accordance with IBC 2003 or IRC 2003 reflecting a 85 mph wind load (enclosed structure, Exposure B, height to 30 feet). Uplift Reactions: Left = -987 Right = -557 R oof Truss Supply, Inc. P.O. Box 532 W oodinville, WA 98072 925 481 -0900 1.5 I o �o 0 0 BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON - CONCURRENTLY. ( 2 ) complete trusses required. Join together 2 ply with 3 "x.131 DIA GUN nails staggered at: 12" oc throughout 2x6 top chords, 2" oc throughout 2x8 bottom chords, 12" oc throughout webs. Bottom chord requires plates held down 4" typical UON and hanger height covers 854 or more of member depth. 8 -00 -00 8 -00 -00 :NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 12 a 4.00 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 6 MSR 165OF 1- 4 BOTTOM CHORDS: 2x 8 DF SS 1- 4 WEBS: 2x 4 HF STD /STUD 1- 2, 4- 5 2x 6 MSR 165OF 3 16 -00 -00 GIRDER SUPPORTING 36 -00 -00 FROM 0 -00 -00 TO 7 -10 -08 LOAD DURATION INCREASE = 1.15 + LOADING TC UNIF LL( 50.0) +DL( 30.0)= 80.0 PLF 0'- 0.0" TO 16'- 0.0" V BC UNIF LL( 425.0) +DL( 407.0)= 832.0 PLF 0'- 0.0" TO 7'- 10.5" V BC UNIF LL( 0.0) +DL( 16.0)= 16.0 PLF 7'- 10.5" TO 16'- 0.0" V -BC CONC LL +DL= 4363.0 LBS @ 7 10.5" TC LATERAL SUPPORT <= 12 "OC. UON. LOADS AS GIVEN BC LATERAL SUPPORT <= 12 "OC. UON. Caution: Note bearing area requirements. 12 4.001 C -_` r, 0 0 t 0 C- 5.5x7.7 5 r, if P / i• 1 Trans ID: 124182 7 . 2.1T(1L) -E IRC 2003 2 MEMBER FORCES 4WRDH T 1- -15508 B 1= 14504 W 1= 2768 T 2- -12236 B 2= 14378 W 2- -3114 T 3= -12262 B 3= 10846 W 3= 7242 T 4= -11576 B 4= 10820 W 4= 878 W 5- -554 LEFT = 7877 RIGHT 4448 BEARING AREA REQUIRED (SQ. IN) BRG @ 0'- 0.0" 12.60 DF / 19.45 HF / 18.53 SPF BRG @ 16 0.0" 7.12 DF / 10.98 HF / 10.47 SPF NOTE: Truss designed in accordance with IBC 2003 or IRC 2003 reflecting a 85 mph wind load (enclosed structure, Exposure B, height to 30 feet). Uplift Reactions: Left = -987 Right = -557 R oof Truss Supply, Inc. P.O. Box 532 W oodinville, WA 98072 925 481 -0900 1.5 I o �o 0 0 BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON - CONCURRENTLY. ( 2 ) complete trusses required. Join together 2 ply with 3 "x.131 DIA GUN nails staggered at: 12" oc throughout 2x6 top chords, 2" oc throughout 2x8 bottom chords, 12" oc throughout webs. Bottom chord requires plates held down 4" typical UON and hanger height covers 854 or more of member depth. 8 -00 -00 8 -00 -00 :NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 12 a 4.00 FILE No._ C9 DATE: 11/30/2005 DES. 8Y: RW SEQ,: 2580413 W ARNNCSr 1 . Road an C,aral 2. siN10aa and Warry Mlo,a a n� W. a. L 4lo - atw ", adrbad of lnus-& General t. y� � ry �e„v,M General Nobs and '- 2ftign go Ca '"/earae a W and O, N'tl' as bmaow 'A°""" �rnu b aNwiM,ahMd/ e aM4d bna�an r a A .tt bratlnp, 5.. �am o e C r+aDr, aw+ad l'l'' andat ne tlnu, ""l' a ny aRaraa k,a p and g l an d a labrka l F � no c � a evar a � � daalpn 7. ^�S/� "05 7. YN in b hMdip yid and 0, 10°ntWpMY for tM 8• WDn . �•a •Wlatf to Me conlpp »rte BnQS b l M Coeip„7,11a y ar on � CA in SCSI 1.0 a a trWe dpkna aN to 1U. F��r� p of Whkh am hwryah d 11. T1 w _`�3l•C II�I�I��I / Inc. This design prepared from computer lue -- RT — CHASE noted: to be lateraYy braced at r show a term hke o! trUSS, aW � SO their center CotTna Plate, lr'%pled 1 Plate is by Prefer lie. rryta3fed b„�� ara'the mod' oa. LUMBER SPECIFICATIONS SITE SPECIE GRADE M X&M TOP CHORDS: 2x 6 MSR 1650F 1- 2 BOTTOM CHORDS: 2x 4 HF 12 1- 2 WEBS: 2x 4 HF STD /STUD 1 TC LATERAL SUPPORT <- 12 "OC. DON. BC LATERAL SUPPORT <= 12 "OC. UON. TRUSS SPAN 16'- 0.0" LOAD DURATION INCREASE - 1.15 SPACED 24.0" O.C. LOADING LL( 25.0) +DL( 15.0) ON TOP CHORD 40.0 PSF DL ON BOTTOM CHORD = 8.0 PSF TOTAL LOAD = 48.0 PSF BOTTOM CHORD CHECKED FOR 10PSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON - CONCURRENTLY. 8 -00 -00 I 8 -00 -00 12 4.00 7 o l 0 0 C -4x4.3 A n" 16 -00 -00 p,. JO NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARIHAN THIS NOTICE_ IT IS DUE TO THE QUALITY OF THE DOCUMENT 12 D4.00 `1 IRC 2003 SINGLE nc.• -- T 1= -1188 B 1= 1016 W 1- T 2- -1188 B 2= 1016 �I LEFT = 768 RIGHT = '169 BEARING AREA REQUIRED (SQ. IN) BRG @ 0 1 - 0.0" 1.23 OF / 1.90 HF / 1.81 SPF BRG @ 16'- 0.0" 1.23 OF / 1.90 HF / 1.81 SPF NOTE: Truss designed in accordance with IBC 2003 or IRC 2003 reflecting a 85 mph wind load (enclosed structure, Exposure B, height to 30 feet). Uplift Reactions: Left - -96 Right - -96 oof Truss Supply, Inc. .0. Box 532 oodinville, WA 98072 425 481 -0900 0 l lD 0 0 C ompuTrus Inc This design prepared from computer input by RTS - CHASE Trans ID: 124182 & Q" LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 6 MSR 165OF 1- 4 BOTTOM CHORDS: 2x 8 MSR 165OF 1, 3- 4 2x 8 MSR 1950£ 2, 5 WEBS: 2x 4 MSR 165OF 1- 6 TC LATERAL SUPPORT 24 "OC. UON. BC LATERAL SUPPORT 24 "OC. UON. Caution: Note bearing area requirements •* HANGER TO APPLY CONCENTRATED LOAD(S) TO ALL MEMBERS. 12 -00 -00 12 4.00' 0 t CD I 0 C -5x1 BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON - CONCURRENTLY. ( 3 ) complete trusses required. Join together 3 ply with 16d Common nails staggered at 12" oc throughout 2x6 top chords, 2" oc throughout 2x8 bottom chords, 12" oc throughout webs. Note: Stagger splices on adjacent members. Bottom chord requires plates held down 4" typical UON and hanger height covers 851 or more of member depth. C -7x7.7 7.0" C- 7xll.9(S) 12 -00 -00 12 x4.00 C--5.5x6 C- 5x14.5 0 1 v, 0 r -3Y7 7 r_�Ye � o 4363# ** 12 -00 -00 12 -00 -00 rwise noted: as shown. BEARING AREA REQUIRED (SQ. IN) BRIG @ 0'- 0.0" 13.23 DF / 20.41 HF / 19.45 SPF BRIG a 24'- 0.0" 18.17 DF / 28.03 HF / 26.72 SPF MAX LL DEFL = - 0.176" 2 14'- 0.6" L/360 - 0.769" MAX TL DEFL = - 0.449" a 9'- 11.4" L/240 - 1.154" MAX HORIZ. LL DEFL - 0.044" 9 5 MAX HORIZ. TL DEFL = 0.114" 8 5 NOTE: Truss designed in accordance with IBC 2003 or IRC 2003 reflecting a 85 mph wind load (enclosed structure, Exposure B, height to 30 feet). Uplift Reactions: Left = -1036 Right = -1423 Roof Truss Supply, Inc. P .O. Box 532 Woodinville, WA 98072 425) 481 -0900 to be laterally braced at td Where shown + + to De used In a non-corrosive environment. ruse. at all�s Shin or wedge if H ales Df truss. and placed so their center n�kiclei. le CompuTrus Plate. indicated by the prefix Plate is Indira by the c •CN' the ga. material is wed Ag are 2b ga. !, 24 -00 -00 GIRDER SUPPORTING 36 -00 -00 IRC 2003 3 MEMBER FORCES 4WRDH FROM 8 -01 -08 To 24 -00 -00 T 1= -23370 B 1= 21951 W 1= 1659 LOAD DURATION INCREASE = 1.15 + T 2= -21234 B 2= 21297 W 2= -1461 LOADING T 3= -20301 B 3- 16422 W 3- 8010 TC UNIF LL( 50.0) +DL( 30.0)= 80.0 PLF 0'- 0.0" TO 24'- 0.0" V T 4= - 25296 B 4 - 22179 W 4= 6105 BC UNIF LL( 0.0) +DL( 16.0)= 16.0 PLF 0'- 0.0" TO 8'- 1.5" V B 5= 23766 W 5 - -3612 BC UNIF LL( 425.0) +DL( 407.0)= 832.0 PLF 8'- 1.5" TO 24'- 0.0" V W 6= 4038 LOADS AS GIVEN 'BC CONC LL +DL= 4363.0 LBS 8 8'- 1.5" LEFT = 8267 RIGHT - 11354 NOTICE: IF THE DOCUMENT IN THIS FRAME AR -THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCU 24 - 00 - 00 Scale: 3/16" JOB NAME: EK RESIDENCE... C4 WARNINGS: 1. Read all General Notes and Warnings before construction of trusses. General Notes. unless 1. Design support k 10 FILE NO.: C4 2. Builder and erection contractor should be advyed of all General Notes and 2. Design assUnles t 1 Warnings before construction commences. T-0 o.c. and at 17 3. 2x4 eompnesslon web bracing nrwt be Installed where shown .. 3. 2x4 Impact brldgirK DATE: 11/30/2005 4. Ali Lateral force resisting elements such as temporary and permanent bracing must be designed and provided de structure. 4. I� llation of truss CompuTrue rus as rieum n q no rponsi sibahy for for such c �F 8 mare f ry eqr 9n isstxttei IW DES. BY: RW s. No bad should be applied to any compOnrent until after AN bracing and (85100008 are C0 end at no tarts alra+ld any bads grater than design n 7. Deli ac SEQ.: 2 5 8 0 413 toads w applied n any component S . Compurrw has no control over and assumes no r for the 8. t coi �lo�q g, s itdleata th spit Ind size, 6belc ft% hendi ft Shipment and Installation of compments. 7 . Thy design b fumlMnd subJsCt to the Amltatlmr truss designs forth 1 F dssl� an not by M In M41 or Tf W MA In 001101118 BCSi 001101118 of which will be furnished C B D 11. The I.. n N e by CompuTrus on noose. Ly delfgrtater (1 t1) kxs rwise noted: as shown. BEARING AREA REQUIRED (SQ. IN) BRIG @ 0'- 0.0" 13.23 DF / 20.41 HF / 19.45 SPF BRIG a 24'- 0.0" 18.17 DF / 28.03 HF / 26.72 SPF MAX LL DEFL = - 0.176" 2 14'- 0.6" L/360 - 0.769" MAX TL DEFL = - 0.449" a 9'- 11.4" L/240 - 1.154" MAX HORIZ. LL DEFL - 0.044" 9 5 MAX HORIZ. TL DEFL = 0.114" 8 5 NOTE: Truss designed in accordance with IBC 2003 or IRC 2003 reflecting a 85 mph wind load (enclosed structure, Exposure B, height to 30 feet). Uplift Reactions: Left = -1036 Right = -1423 Roof Truss Supply, Inc. P .O. Box 532 Woodinville, WA 98072 425) 481 -0900 to be laterally braced at td Where shown + + to De used In a non-corrosive environment. ruse. at all�s Shin or wedge if H ales Df truss. and placed so their center n�kiclei. le CompuTrus Plate. indicated by the prefix Plate is Indira by the c •CN' the ga. material is wed Ag are 2b ga. !, 24 -00 -00 GIRDER SUPPORTING 36 -00 -00 IRC 2003 3 MEMBER FORCES 4WRDH FROM 8 -01 -08 To 24 -00 -00 T 1= -23370 B 1= 21951 W 1= 1659 LOAD DURATION INCREASE = 1.15 + T 2= -21234 B 2= 21297 W 2= -1461 LOADING T 3= -20301 B 3- 16422 W 3- 8010 TC UNIF LL( 50.0) +DL( 30.0)= 80.0 PLF 0'- 0.0" TO 24'- 0.0" V T 4= - 25296 B 4 - 22179 W 4= 6105 BC UNIF LL( 0.0) +DL( 16.0)= 16.0 PLF 0'- 0.0" TO 8'- 1.5" V B 5= 23766 W 5 - -3612 BC UNIF LL( 425.0) +DL( 407.0)= 832.0 PLF 8'- 1.5" TO 24'- 0.0" V W 6= 4038 LOADS AS GIVEN 'BC CONC LL +DL= 4363.0 LBS 8 8'- 1.5" LEFT = 8267 RIGHT - 11354 NOTICE: IF THE DOCUMENT IN THIS FRAME AR -THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCU VIII IrI IIII C 13 M uTru9 Inc This design prepared from computer input by P RTS - CHASE Trans ID: 124182 ■ LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL(S) TOP CHORDS: 2x 6 MSR 165OF 1- 4 BOTTOM CHORDS: 2. Builder and erection contractor should be advised of all General Nobs and 2x 4 HF 12 1- 3 WEBS: 2 o.c. and at 12'-T o.c. respectively. 2x 4 HF STD /STUD 1- 4 TC LATERAL SUPPORT <= 12 "OC. LION. BC LATERAL SUPPORT <= 12 "OC. LION. TRUSS SPAN 24'- 0.0" LOAD DURATION INCREASE - 1.15 SPACED 24.0" O.C. LOADING LL( 25.0) +DL( 15.0) ON TOP CHORD = 40.0 PSF DL ON BOTTOM CHORD = 8.0 PSF TOTAL LOAD - 48.0 PSF BOTTOM CHORD CHECKED FOR 1OPSF LIVE LOAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON - CONCURRENTLY IRC 2003 SINGLE MEMBER FORCES 4WRDH T 1= -2485 B 1- 2258 W 1- -442 T 2- -2157 B 2- 1545 W 2= 629 T 3- -2157 B 3= 2258 W 3= 629 T 4= -2485 W 4= -442 LEFT - 1152 RIGHT = 1152 BEARING AREA REQUIRED (SQ. IN) BRG @ 0'- 0.0" 1.84 OF / 2.84 HF / 2.71 SPF BRG @ 24'- 0.0" 1.84 DF / 2.84 HF / 2.71 SPF NOTE: Truss designed in accordance with IBC 2003 or IRC 2003 reflecting a 85 mph wind load (enclosed structure, Exposure B, height to 30 feet). Uplift Reactions: Left - -144 Right = -144 R oof Truss Supply, Inc. P.O. Box 532 W oodinville, WA 98072 425 481 -0900 12 4.00 C 0 l �o 0 0 C- 3x4.3 (S) I _ 10 -00 -00 14 -00 -00 24 -00 -00 Scale: 1/4" JOB NAME: EK RESIDENCE ... C5, C6 0 -1, 1 '. t 0 t/ i �SfONAL (( xMnES 2/ 1 T_' NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR'fiHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 12 aa_nn 12 -00 -00 12 -00 -00 C- x6 A n il WARNINGS' General Notes, unless otherwise noted: 1. Read all General Nobs and Warnings before construction of trusses. 1. Design to support bads as shown. FILE NO CS C6 2. Builder and erection contractor should be advised of all General Nobs and 2. Design assumes the top and bottom chords to be laterally braced at '-W .: , Warnin gs before caut Mw nn commences. 2 o.c. and at 12'-T o.c. respectively. s. 2a4 compression vnb bracing rust be Installed whom shown .. 3. 2x4 Impact bridging or lateral braanO roQuired where shown + + 4 Installation of truss Is the resp of the DATE: 11/30/2005 4. All lateral force naMGng elements such as temporary and permanent bracing, mot b• deadened and provW W by dedyrr of compMe structure. respective contractor. Design assumes trusses am to be hued in a non- COrOStve environment. 'dry CompuTrus assumes no responsilel ty for such bracing. and are for and cprdlyon of use. 6. Design assumes hull bewft at all supports shown. Shim or wedge N DES. BY: RW s. No load should be applied to any component until after an bracing and fasteners are complain, and at no daw shoua any loads gnaw than design n 7. mes ad is dra p�y� eQU� ina i ge s ovided. toads be applied to any cee pee "C a. Pallas be located an both fades of in=. and plated so their center SEQ.: 2 5 8 0 419 e. Con"Tr s has ever ne central and as■ rr es no nepen"Iftli for the lines coincide with joint center fires. Digits Indicate size of plea fabrication, halewq, sNyrrsrd aril trbbgstlon of amparras. T. This dsslgn Is himi su trj ed M the lwWbtbn. on truss des" set forth 1 0 . tl* C Plate. Indicated by the prefix '� � s I.SeM by � In WIN 103 copies of which will be Mho nitd 11. N � 211 n Y�� � p�}�� I ga l materlal by com"T� up- carpool 9 1:0 X (WAvdleates 1a b used AS oifws ar♦�?b ga. t/ i �SfONAL (( xMnES 2/ 1 T_' NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR'fiHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 12 aa_nn 12 -00 -00 12 -00 -00 C- x6 A n il CompLWu Inc_ MrwtwwRp • 1541waty • cwnpuMKS 2x4 Post down at 48'ac FILE No- HUP F'RAMIfG DETAIL DATE: 01101110 REF: 25, 15-1 DES: SC R- 1100766 JAG 02/10/03 341082 RW 07/01/05 D) WO Truee Me.1 serer *Wnw / weM " rodef M trove dM1ofL E) Eswrwef rnd l" tep do (Vryiiwi). F) Cannon Owe. 6) Hi/ Caner Rawer. H) 2" Co ftwo IebnA bro". !) ExIenfef bllore dw I In Shim under hip rafter for Nil support on hip no.1 ROOF TRUSS SUPPLY, INC RO. BOY, 532 OODINVILLE, WA 980 t1 91 _t, t Jack tap ch%I (3) tad nails. 20 Post do% opop of mom he* aMeiir� � = OMB t+ellww � 1+ ttti se�a� eAwr M M greenly ■gee/ at to GUL am at 1Ta as i Now bwaft • Wue1 Msab mom, 4 voldwen w Iwo M we re"W" tft d to n► eleven swonde r. f oeerlp weewow 6r w gene" nw&w MrrL err .re er -wy oer�le4rrr etrea f � , M w at M guF�M d�wM� 11 PW&W MIND w M/ Xwev M wM, wr o Slow bm eebewe s o ON f OIe>r Ir�eab ab et �Ye b rein. 7e per 11ee111 4edp rebee we M ttiwgW w p1ft - by we pert 'Ic. we xx 421% If no o"W'TM Net aeeuee PUB IS +rmw b , La M0 ruse -eer, we ded "W tu► haman v VL U �� h NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR -THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. In 1777 DETAIL FOR CONVENTIONALLY FRAMED VALLEY FILL VALLEY JACKS SPACED 24' o c. CLEAR SPAN NOT TO EXCEED Ir -11% FOR SIZE AND GRADE CompUTI-L S. �ilC SEE END JACKCI4AW OR WAFTER SPAN TABLE UNDER APPROPRIATE LOADING. Z� VALLEY PADS 1 x5 OR 2.2x4 s. Manufacturing • Enpineednp • Computer Systems JACK POSTS - 2x4's TO BE PLACED UNDER VALLEY JACKS AT NO MORE THAN V4' ox. AND NAILED TO JACK PURLOiS. JACK PURLINS - 2Mx4'-0' SPANNING OVER THREE TRUSSES UNDERNEATH AND PARALLELTO VALLEY JACKS TO WHICH THE JACK POST SUPPORTS ARE NAILED. RIDGE BOARD - MINIMUM 236 HO. 2 HEIR -FIR. RIDGE POST - 2x4's TO BE PLACED UNDER RIDGE BOARD AT NO MORE THAN 5 0' o.c. AND HALED TO RIDGE PURLIH.. RIDGE PURUN 20 WHOSE LENGTH IS IfZ THE VALLEY WIDTH AT THE POINT INDICATED BY A RIDGE POST. Note: Attach rk$Wack pudins to posts with 3-18d nails. FILE NO: CALIF FILL DETAIL DATE: 01/01198 REF: 25.15 -1 DES: SC SECL 5151509 R- 02341092 RW 07/01/0 i Jack Purim 18 / 1 � Q �jvIYAL Y F E XP IRES 6130107 TRUSS AT 24' o c. END WALL, GABLE END OR GIRDER TRUSS ROOF TRUSS SUPPLY, INC. I 0. BOX, 532 I OODIN�rILLE, W.A. Q8072 ValiayPad Jack 'NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT.. A —] RIOpa Puma .J . I I \ z . � =n �m O - n rn= rn :;v �0 vC C9 rn —i z 0 -4 M -- J CW �rn o in rnM v w 'c r, �i D Z Id a 0 a d Notchine of Truss Tou Chords for 4 Outlookers Notching of truss top chords for 4x2 outlookers at 24" o.c. or greater is permissible without remedial measures provided the following requirements are met: 1. Truss is studded at 16" o.c. under notched area. These studs may be full studs (bottom of top chord to top of bottom chord) or studs cut around webs. In any case, these studs should be snug to the members they are touching (chords or webs). 2. The notch for the 4x2 outlooker must be cut with care to ensure a tight fit between the outlooker and the notch. Do not overcut the notch! 3. The roof is sheathed with %2" CDX plywood or 7/16" OSB minimum and extends to the outside face of the notched truss and nailed into the top chord. 4. There are no knots under the notch area or within 1" of the sides of the notch. 5. This applies to top chords in compression. For trusses subject to stress reversal, and/or supporting other than the overhang and 1 foot of roofing, contact the CompuTrus Engineering Department. 1/2" CDX or 7/16" OSB minimum \ 4.0 fhrtlnnker _ F.nctnrr sniiw fit in nntrh �0 �v )VER CUT! 65 S�IFPLf.. NC. P.O. 80X 532 )ODINVILLE, WA 98072 451 -0900 CompuTrus, Inc. ATTENTION iv z Z' w w- 2: 5 )0 , CO) 0 �. CO LU CO W O LL Co = a f- LU. Z 0 z F-, LU U l" Col 0 .01-- 'tu w M 0, :1 �LL 0 , Z . . 0 0 zl."-: F The next image may be a duplicate of the previous image. Z�4 Please disregard previous image. ❑ Please disregard previous 2 images. ❑ Please disregard previous 3 images. F Other: iv z Z' w w- 2: 5 )0 , CO) 0 �. CO LU CO W O LL Co = a f- LU. Z 0 z F-, LU U l" Col 0 .01-- 'tu w M 0, :1 �LL 0 , Z . . 0 0 zl."-: V 0 0 D MR A Notching of Truss Top Chords for 4x2 Outlookers Notching of truss top chords for 4x2 outlookers at 24" o.c. or greater is permissible without remedial measures provided the following requirements are met: 1. Truss is studded at 16" o.c. under notched area. These studs may be full studs (bottom of top chord to top of bottom chord) or studs cut around webs. In any case, these studs should be snug'to the members they are touching (chords or webs). 2. The notch for the 42 outlooker must be cut with care to ensure a tight fit between the outlooker and the notch. Do not overcut the notch! 3. The roof is sheathed with %2" CDX plywood or 7/16" OSB minimum and extends to the outside face of the notched truss and nailed into the top chord. 4. There are no knots under the notch area or within 1" of the sides of the notch. 5. This applies to top chords in compression. For trusses subject to stress reversal, and/or supporting other than the overhang and 1 foot of roofing, contact the CompuTrus Engineering Department. 1/2" CDX or 7/16" OSB minimum 4x2 Outlooker - Ensure snug fit in notch 1o V!*v )VER CUT! P.O. 65 SLIPFLf. SOX 532 )ODD NVILLE, WA 98072 481 -09M CompuTrus, Inc. Z Z W o: 2 JU U0 W X, J F- N U. w O o� wQ Na = a �w Z �. E- O z F— 2 �` U 0. O CO. o E-- w w H U U- O: . z: w O Z FOR GABLE ENDS UNDER V -8" IN HEIGHT CnmpuTrus. inc. '" MINIMUM GABLE STUD GRADE Mwmkct a ft - ErNowolny - Computer Spdanc IS 2x4 CONSTRUCTION GRADE HEM -FIR Ngtchlng aLTr s Too Chords for j2 Ontlookers Notching of truss top chords for 412 outlook at 24" o.c. or grata is pamissible without =cmedial mimes provided the fallowing requirements am met: 1. Truss is studded at 16" o.a. undcrnotchod ales. Thee studs may be fdU studs (bottom of top chord to top of bottom chord) or studs cut around webs. 1a any we, these studs should be sang to the members they am tourlling (chords or webs). 2. The notch for the 412 outlooker crust be cut with care to ensure a tight fit between the outlooker sud the notch. Do Wl evcrcnt the notchl . 3. The roof is sheatbod with 54" CDX plywood or 7/16" OSB minimum and extends to the outside fact ofthe notched truss and is nailed into the top chord. 4. These are no knots under the notch area or within 1" of the sides of the notch. S. This applies t4 top chords in compression. For trusses subject to stress rovers&), and/or supporting other than the overhang and 1 foot of rooSne contact the CompuTrus Engmeamg Department_ I/2' CDX err 7116" OSB mtatcam 4x2 O F lu e M . e -- MATE / / / r7EXPIRES 6/30/07 � sRAtcsdo roR was earn GABLE 00 TRUSS NAY RESIST UP TO ISO PLF CRAG LOAD. PRGVIDED t. STUCCO OR OTHER SNEAK RESISTING NATEAIAL ADEQUATE TO RESIST Sao PLF It ATTACHED TO ONE FACE. STUCCO MIST BE ATTACHED IN ACCORDANCE WITH SEC TAKE 26 - 2. SALE END TRUSS IS ADEQUATELY AND CONTIN IOMY CONNECTED TO SUPPORTING SEARING WALL. 3. REM TO NW hV drop CNwds for 4aKtb ws MW ADDIT AL DOORMATION. _I rs�ata earn w M aAWV=JWW- e6%0RAT CENTI &M ATTACKVAMIed MI1Lt il0Yls1 N l L M C.bdsTppicd CAA" (so i - CENTERVERT)CAt.aV=rAsREQu zo ar VWT sit: 0RoVM0OM ROOF TRUSS SUPPLY, ING P.O. BOX 52 WOODINVILLE, WA 98012 Age -C�C R- 543644 KJ 10/16/01 - 02341079 RW 07/01/05 )CFA CSTi1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DU E TO THE QUALITY, OF THE DOCUMENT. yYy �aai4 )CFA CSTi1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DU E TO THE QUALITY, OF THE DOCUMENT. FE O N W Ilk N O 01 0 0 O Ln CompuTrus, Inc. 10370 Hemet Street Suite #200, Riverside, CA 92503 (909) 343 -1302 Fax (909) 343 -3180 Compression web bracing shown on CompuTrus designs is to resist buckling of those webs. An alternate method to brace 1x3 / 2x4 bracing shown on a single member truss is to attach "T" bracing. T bracing is a 2x member placed flat on the web as shown in the figures. 1 -W /W Brace Required See appropriate CompuTrus Engineering 2x4 T Brace 0 Web 2 or 3-1OM4 Braces Shown See appropriate CompuTrus Engineering 2xfi T Brace �-- Web 2x4 T Brace ..*—Web The T brace must be at least 80% of-the web length and is attached with 8d nails at 3" o. c. throughout. If a 2x4 or 2x6 web requires a single brace, a 2x4 T brace may be substituted. If a 2x4 or 2x6 web requires 2 or 3 braces, a single 2x6 T brace or a 2x4 T brace attached to the top and bottom of the web may be substituted. The T brace(s) must be of equal or better material than the web. ROOF= TRUSS SUPPLY, INC. P 0. BOX 532 WOODINVILLE, WA 98072 1 31•�(� A z :f �-: W t � JU UO y0 W= J �_ Cl) U _ ;j 0 , 9 _ LL a rn D. = cy �w z �O z t— w UJ U 0_ O N! 0 H- u1 W H U — O, i11 Z U C0' O Z 4 1 1 LOAD OURATjCW INCREASE - 1.15 SPACED 24,0- D.C. LL 25 .0)COLl 7,p LOADING ON TOP CHOpD . 32.0 PSF DL ON BOTTOM CHORD - 10.0 PSF R TOTAL LOAD - 42,0 PSFr X PSF REDUCTION TAKEN ON BOTTOM CHORD. AXIAL STRESS ONLY. SEE STRUCTURAL DESIGN FOR LUMBER, PLATES, PITCH. STRUCTURAL DESIGN ADEQUATE FOR INSERTED GABLE STUDS i6' 0- c.ATTACHEO N 1 C - 1.5X2.6 TYP. AT EACH END. ,T. INTERIOR STUD CONN. >E-"L (2) 2- STAPLES(N21) PITCH VARIES. ROOF .TRUSS SUPPLY, ►lvc. P 0. BOX 532 0"00 ?INVILLE WA 98072 Scale: 114- SPAN VARIES. JOB NAME: STRUCTURAL GABLE DETAIL r S 1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. r LOAD OURATjCW INCREASE - 1.15 SPACED 24,0- D.C. LL 25 .0)COLl 7,p LOADING ON TOP CHOpD . 32.0 PSF DL ON BOTTOM CHORD - 10.0 PSF R TOTAL LOAD - 42,0 PSFr X PSF REDUCTION TAKEN ON BOTTOM CHORD. AXIAL STRESS ONLY. SEE STRUCTURAL DESIGN FOR LUMBER, PLATES, PITCH. STRUCTURAL DESIGN ADEQUATE FOR INSERTED GABLE STUDS i6' 0- c.ATTACHEO N 1 C - 1.5X2.6 TYP. AT EACH END. ,T. INTERIOR STUD CONN. >E-"L (2) 2- STAPLES(N21) PITCH VARIES. ROOF .TRUSS SUPPLY, ►lvc. P 0. BOX 532 0"00 ?INVILLE WA 98072 Scale: 114- SPAN VARIES. JOB NAME: STRUCTURAL GABLE DETAIL r S 1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. /' Ty;" Dgtais For Shop Fabkslad Valleys CompuTrtuS, Inc. Wnrtum grade oflunterOWIbe conatnlctlon grade Hwn-Rror Doug. For Manufacturing . Engineering • Computer Systems VALLEY SCHEDULE A 0' to 4' - 0' B - 4' -1' to e' -0' 2x6 or as regt*od C - 1r -1' to 12' -0' D - 12' -1' to 16 E - 16' -1' to 20'-0' F - 20' -1 to 24'-(r 1 G - 24' -1' to 2D'-D' L UP to 6' -0 t Fed not required to wtd over Wss a Cono nti urn s A ro --- sr or wd nagw"M no nupwAslasy LOAD DURATION INCREASE - 125 G2.5.4.3 asotewwsas. SPACED 24 O.C. 7 TMO dWp to hwWW wttiso t b the NAbre an Ours LOADING Valley ?xa Tnreaas. Ml>'. a COW d •lids ras to AarisAed by Cemprrnw users ragtreot Truss LL • DL ON TOP CHORD ■ 30 PSF otiat G1 OL ON BOTTOM CHORD 10 PSF' 2 nasron ausanes ore cap rW wagon dmras IS to rawsrsr TOTAL LOAD 40 PSF' 2x3 3 284 1 1 x WadiV m ees tYtg remarOad Nure sroan * . Top Chord . 5 PSF REDUCTION TAKEN ON of truss s Desgrr aswaw rrras are to be woes in a rooawrowe anvrwwrwx, and are b -dry onadw d use BOTTOM CHORD AXIAL STRESSES ONLY Up 10 16' -0' .R T RUSS a o. BOX WOODINVILLE, ' G3.4,3 Aqi -x'9'3 C .ta d C -192.6 a L G2 4.4.3 to 3D'-C FILE NO: VALLEY DETAILS DATE: 01/01198 REF: 15 -1 DES: SC SEO: S151514 02341089 RW 07/01/0 EXPIRES 6130107 r ti r 1 MW M Odrnnl MAN ans WBKAVa bslwe owGslrolen of N k':c, + . ��'•� {��^ , ' ;, t� a�".f � '^ ail s 3 �'� � a teessa. scope d root (� 3 ta3 s W*m@@ebn wsg lreerrg arrot be la wsw rllere wvw .. I I 4 AN LOWN area rwslYtp dwwr ft" rawsersry and L vwnwwr onber arnt ea iwltKw err tawrtl' b x�rr Bottom Chad of Valley Truss � CwaeuTns �s'rw ro Of cards 3 Ns teal shwa bs agbo b any a+aowwe urr albw so txarip lad fesflelssa are oomptaOx wa so ra w" 90A OW bads gnaw glen dal%n le" be a� ny M le a orAwwt a Cono nti urn s A ro --- sr or wd nagw"M no nupwAslasy wl. for *a Idwicea Awallb af�w" d w rnladmr @I asotewwsas. 7 TMO dWp to hwWW wttiso t b the NAbre an Ours 8d b dawa sm a Ify Tres Plata rosaaa is 7rolarg Weed Valley ?xa Tnreaas. Ml>'. a COW d •lids ras to AarisAed by Cemprrnw users ragtreot Truss GENENAL 1107ES ursas trgrw+MSa rasa 1 Dsabrt ID ripest~ bads as sno.e. 2 nasron ausanes ore cap rW wagon dmras IS to rawsrsr bnmd y. M Or t MWO we 2x3 3 284 1 1 x WadiV m ees tYtg remarOad Nure sroan * . Top Chord 4 of Wa o Y» rssponsAft or b rnpsct+vs of truss s Desgrr aswaw rrras are to be woes in a rooawrowe anvrwwrwx, and are b -dry onadw d use 0 Destgn "WIM fet Osork o A ar suppers wooer Srkn or ,cadge a nowupy. 7 D- Vna-Ap"sdquwa0ryxaWkpeMd. I Ptotaa /1t1g be baled at boas 12M d tons. and M+ced so tAl4 taw !rasa parade elf jplsit tweet tines. g am" wdeae site d plae w rase 10 Fr belle dwan •alms of *4 Cow4myrn wale. Y+dcara by care prsflr'C . aM l".O. R.II. 4211 11 The GunpuTh s Not S econ Mate 4 wdkmsd by era qR& 'CW. eba aas k III) W4k=aa /a ga MAWW Is teed. As w.rs we 20 w a L G2 4.4.3 to 3D'-C FILE NO: VALLEY DETAILS DATE: 01/01198 REF: 15 -1 DES: SC SEO: S151514 02341089 RW 07/01/0 EXPIRES 6130107 r ti r NOTICE: IF THE DOCUMENT IN THIS FRAME I THE D CL AN THIS NOTICE IT IS DUE TO THE QUALITY OF N k':c, + . ��'•� {��^ , ' ;, t� a�".f � '^ ail s 3 �'� � a � NOTICE: IF THE DOCUMENT IN THIS FRAME I THE D CL AN THIS NOTICE IT IS DUE TO THE QUALITY OF CompuTrus, Inc. nn • Fnnlneerino a Cnmouter ROOF TRUSS SUPPLY. INC. P. O. Box 532 WOO D INV! L WA 980 NON - BEARING PARTITION PERPENDICULAR TO TRUSS BOTTOM CHORD TRUSS CLIP OR - EQUAL WITH 1 -16d NAIL OR S A•A I EQUAL 241 BLOCKSPACED24' 20 BLOCK-ATTACHED WITH 2.160 T NAILS AT EACH END --, TRUSS BOTTOM CHORD FILE NO: CONNECTION DETAIN DATE: 01/01/98 REF: 25 -15-1 DES: SC SEQ: S151506 - 02341091 RW 07/01/05' B•B TRUSSES SPACED AS 3O NAIL TRUSS TO BLOCK O NAIL SPACER BLOCK TO TRUSS 3-15d TYPICAL V SET NEXT 0 BACK NAIL AFTER ALL TRUSS AND —�� TRUSSES ARE ERECTED- TOE NAIL TO PLATE / A4-- A4 134-- B f-j C4- C E V07 t NOTICE: IF THE DOCUMENT IN THIS FRAME IS LES CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF 0 N W i► N O m O ra fV 0 j i to CompuTrus, Inc. 1�111111111111 11 111 11 4. Manufacturing • Englmwring • Computer Systems WARNINGS: I. Read all General Notes and Warnings before construction of trusses. 2. Builder and erection contractor should be advised of all General Notes and Warnings before construction commences. 3. 1x3 compression web bracing must be installed where shown +. 4. All lateral force resisting elements such as temporary and permanent bracing, must be designed and provided by designer of complete structure. CompuTrus assumes no responsibility for such bracing. 5. No load'should be applied to any component until after all bracing and fasteners are complete, and at no time should any loads greater than design loads be applied to any component. 6. CompuTrus has no control over and assumes no responsibility for the fabrication, handling, shipment and installation of components. 7. This design is furnished subject to the limitations on truss designs set forth by the Truss Plate Institute in "Bracing Wood Trusses, HIB -91 ", a copy of which will be fumished by CompuTrus upon request. GENERAL NOTES, unless otherwise noted: 1. Design to support loads as shown. Design assumes the top and bottom chords to be laterally braced at 2' -0" o.c. and at 12'-0" o. c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + +. 4. Installation of truss is the responsibility of the respective contractor. 5. 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. S. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits Indicate size of plate in inches. 10. For basic design values of the CompuTrus Plate, indicated by the prefix "C ", see I.C.B.O. R.R. 4211 11. The CompuTrus Net Section Plate is indicated by the prefix "CN ", the designator (18) indicated 18 ga. material is used. AU others are 20 ga. General Notes: O 2 Bracing to top and bottom chords not required, provided the chord members are braced throughout their length by continuous sheathing. t DG� TRU5's SUFPL'Y INC, �,G, BC)X ihlo DINVILLE, WA 98072 .tg; -N OO Z Z � QQ � JU U O N o w= J i.— U) u- w O U- a . Cd =w z� H- O Zr- w D o. U O N o F- ww H C. Z w U= 0 H; Z j ER -4211 Reissued January 1, 2003 ICBO Evaluation Service, Inc. - 5360 Workman Mill Road, Whittier, California 90601 - www.icboes.org Filing Category: FASTENERS —Steel Gusset Plates COMPUTRUS TRUSS PLATES COMPUTRUS, INC. 1030 HEMET STREET, SUITE 200 RIVERSIDE, CALIFORNIA 92503 1.0 SUBJECT CompuTrus Truss Plates for Wood Trusses. 2.0 DESCRIPTION 2.1 General: The CompuTrus Truss Plates are flat steel plates designed to connect wood truss members. The plates are manufactured from galvanized steel and come in various lengths and widths, and have integral teeth that are designed -to laterally transmit load between truss wood members. Plans and calculations must be submitted to the building official for trusses using truss plates described in this report. 2.2 Materials: The CompuTrus truss plates are punched from No. 18 gage [O.Q454 inch (1.15 mm) base metal thickness] and No. 20 gage [0.0375 inch (0.95 mm) base metal thickness] G60- galvanized sheet steel complying with the mechanical requirements established in ASTM A 653 SQ Grade 33 or higher. Each plate has 9.4 teeth per square inch of plate; each tooth is approximately 1 /3 inch (8.5 mm) long and approximately 0.106 inch (2.7 mm) wide. The teeth are punched in pairs, with each pair spaced V. inch (6.4 mm) on center along the width of the plate, and 0.85 inch (21.6 mm) on center along the length. Alternating rows of teeth are staggered 0.10 inch (2,5 mm) from adjacent rows. The `CN' series plates are identical to the "C' series plates, except that every third row of teeth is omitted. Plates are 0.85 inch (21.6 mm) in length, and are available in widths of up to 12 inches (305 mm), in '/ -inch (12.7 mm) increments, as required by design. The plates are applied to truss members In pairs, with one plate on each face of each joint, using a power press constructed in accordance with the manufacturer's specifications. See Figure 4 for details of plate dimensions. 2.3 Allowable Loads: Tables 1, 2 and 3 provide allowable lateral loads, tension loads and shear loads, respectively, for the CompuTrus truss plates. These values are based on the National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI 1 -1995. A copy of the ANSUTPI 1- 1995 standard must be supplied to the building department when this is requested by the"building official. 2.3.1 Lateral Resistance: Each CompuTrus truss plate must be designed to transfer the required load without exceeding the allowable load per square inch of plate contact area, based on species, on the orientation of the teeth relative to the load, and on the direction of load relative to grain. Design for lateral resistance must be in accordance with Section 11.2.1 of ANSI/TPI 1 -1995. Table 1 provides allowable lateral loads for the truss plates. 2.3.2 Tension Resistance: Each CompuTrus truss plate must be. designed for tension capacity, based on the orientation of the truss plate relative to the direction of load. Design for tension must be in accordance with Section 11.2.2 of ANSI/TPI 1 -1995. Table 2 shows allowable tension loads for the truss plates. Additionally, the net section of the truss plates for tension joints must be designed using the allowable tensile stress of the metal, adjusted by the truss plate tensile effectiveness ratios shown in Table 2. 2.3.3 Shear Resistance: Each CompuTrus truss plate must be designed for shear capacity, based on the orientation of the plate relative to all possible lines of shear. Design forshear must be in accordance with Section 11.2.3 of ANSI/TPI 1 -1995. Table 3 shows allowable shear loads for the truss plates. Additionally, the net section of the truss plates for heel joints and other joints involving shear must be designed using the allowable shear values for the truss plates, adjusted by the shear resistance effectiveness ratios shown in Table 3. 2.3.4 . Metal Plate Reductions: Several allowable -load reduction factors for the metal plates, when they are applicable, must be considered cumulatively in the design of truss plates used In fabricated wood trusses: 1. Allowable lateral resistance values for the CompuTrus truss plates must be reduced by a strength reduction factor, Q., shown in Table 4, when the plates are installed in lumber by means of a single -pass, full - embedment roller system having minimum roller diameters equal to 18 inches (457 mm). This reduction does not applyto embedment hydraulic- platen presses, multiple roller presses that use partial embedment followed by fult-embedment rollers, or combinations of partial embedment roller presses and hydraulic- platen presses that feed trusses into a stationary finish roller press. When trusses are fabricated with single -pass roller presses, the calculations for the truss design submitted to the building department for approval must specify the minimum diameter of the roller press and the appropriate strength reduction factor from this report 2. Allowable lateral resistance values for the CompuTrus truss plates must be reduced by 15 percent when the plates are installed on the narrow face of truss lumber members. 3. Allowable lateral resistance values must be reduced by 20 percent when the CompuTrus truss plates are installed in lumber having a moisture content greater than 19 percent at the time of truss fabrication. REPOMS - are not to be construed as repruendhg aesthedcr or any other attribuw not spectftcally addressed nor are they to be construed an endomment of the subject of the report or a recommendation for its use. There is no warranty by XPO Evaluation Service. Inc, express or Implied . as to any findtns or other matter In this report or as to any product covered by the report ,Copyright m 2003 �rrr.✓ Page 1 of 5 Z '~ w UO CO W = H (n u_ WO 9_J u- cl)d = W H Z� t— O Z H W W U ON OH W U -O W Z UN p = O Z w 01 -02 -2007 J. ARMANDO LEWA P.O. BOX 3982 KENT, WA 98089 city of Tukwila Steven M. Mullet, Mayor Department of Communfty Development RE: Permit No. D05 -092 16227 54 AV S TUKW Dear Permit Holder: Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for' additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 02/24/2007, your permit will become null and void. and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Permit File No. D05 -092 6300 Southcenter Boulevard, Suite #100 9 Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fa)q 206 - 431 -3665 z Q: 2 u� D J U. V O', co o w= J 1.-. LL w O LL a UJ N d, Z H- 1- O Z 1--' LU 5. U C1. O N :. ;O 1--. UJ u- O Z L Z 01 -02 -2007 J. ARMANDO LEWA P.O. BOX 3982 KENT, WA 98089 city of Tukwila Steven M. Mullet, Mayor Department of Communfty Development RE: Permit No. D05 -092 16227 54 AV S TUKW Dear Permit Holder: Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for' additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 02/24/2007, your permit will become null and void. and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Permit File No. D05 -092 6300 Southcenter Boulevard, Suite #100 9 Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fa)q 206 - 431 -3665 z Q: 2 u� D J U. V O', co o w= J 1.-. LL w O LL a UJ N d, Z H- 1- O Z 1--' LU 5. U C1. O N :. ;O 1--. UJ u- O Z L Z V�IILA, City of Tukwila y Steven M. Mullet , Ma , .O Department of Community Development Steve Lancaster, Director f 1906 July 19, 2005 J. Armando Leyva PO Box 3982 Kent, WA 98089 RE: CORRECTION LETTER #2 Development Permit Application Number D05 -092 Ek Residence —16227 — 54 Avenue S Dear Mr. Leyva: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time, the Planning, Public Works and Fire Departments have no comments. Building Department: Allen Johannessen, at (206) 433 -7163, if you have questions regarding the attached memo. Public Works Department: Jill Mosqueda, at (206)431 -2449, if you have questions regarding the attached memo. 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. Corrections /revisions must be made in person and will not be accepted through the mail or by a amessentrer service. If you have any questions, please contact me at (206) 433 -7165. S cerely, i Brenda Holt Permit Coordinator encl xc: File No. D05 -092 Nplanning%rendaM05 -092 — correction (tr 02.doc bl► 6300 Southcenter Boulevard, Suite ##100 Tukwila, Washington 98188 • Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Z �Z. ! w a �. �U U C w= J � co LL . W O. OC U- u) = d: W Z t O Z�- 5. �o O co o H- w O: Z U =; O f•- Z Building Division Review Memo Date: July 6, 2005 Project Name: EK Residence Permit #: D05 -092 Plan Review: Allen Johannessen, Plans Examiner A Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. PLAN SUBMITTALS: (Min. size 1 1x17 to maximum size of 24x36; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) The bedroom # five, on page (5) floor plan, show 3'0x4"0 single hung windows that do not meet code requirements for egress. Revise plans where all bedroom windows shall meet 2003 IRC code requirements for emergency escape windows as follows: a) R310.1.1 Minimum opening area. All emergency escape and rescue openings shall have a minimum net clear opening of 5.7 square feet. b) R310.1.2 Minimum net clear opening height 24 inches. c) R310.1.3 Minimum net clear opening width 20 inches. 2 In addition to item (1) above, the window schedule had some errors with the window area calculations and the bedrooms were not numbered. Revise the window schedule with the revised bedroom windows. Complete the Washington State Energy Code (simple form) and work sheet for exterior window and doors. Forms are attainable at the Tukwila building Department DCD. 3 In addition to item (2) above for information purposes, a mechanical permit was not submitted for review with the building permit. A mechanical permit shall be required for all mechanical equipment installations. You can complete a permit application at Tukwila DCD at the same time. 4 Page 7 detail shows R -19 in the garage wall. The 2004 Washington State Energy code requires R -21 in all exterior walls. (WSEC Table 6 -1) 5 The same detail on page (7) indicates 5/8" drywall for wall separation from the habitable space. The 2003 IRC R309.2 only requires 1/2" drywall on the walls and 5/8" on garage ceilings under habitable spaces. This is for informational purposes only. Using 5/8" on walls is acceptable so no changes are required here. 6 On page (10) (not numbered), the general notes had some discrepancies in the code language reflecting outdated UBC and Washington State Energy Codes (WSEC). The Washington State has adopted the third printing of the 2003 IRC, IMC & 2004 WSEC. Examples of IRC changes are: a) The use of 3" x 3" plates washers rather then 2 ", (Section R602.11.1) or as specified in engineering calculations. b) Wall insulation for exterior walls is now R- 21(2003 WSEC Table 6 -1) c) Stair risers are maximum 7 -3/4 ", stair treads are minimum 10" (8311.5.3) A complete review of the Code Text and details should be completed and revised as necessary. Number all pages. Z �Z �W �D UO N o w= J � U- 0 LL. ?. to d =w F- O w �5 U� O - off w LO .Z CO Z UW W 7 Page (7) Foundation Notes are inconsistent with the current 2003 IRC code. Example: minimum concrete coverage for steel R404.4.6.1, "horizontal and vertical steel shall be placed not closer to the outside face of the wall than one - half the wall thickness ". In addition, review code requirements for reinforcing steel for walls and footings in Section R403. A complete review of all Code Text in Foundation Notes should be completed and revised as necessary to meet current 2003 codes. 8 The revised plans and engineering calculations shall require. a registered design professional stamp with original signatures on the plan set and calculations. (IRC R106.1) Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. Z U U 0 U U W =. J �- . CO LL W 0 J LL Q; Z d, H W; Z f.. H 0 Z !— W UJ U o' to N: o �. W W `: H V L H; O ui Z U .co. 0 Z � CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.d.tukwila.wa.us Development Guidelines and Design and Construction Standards Permit #: D05 -092 Project Name: Ek Residence 16227 54th Av S Review #: 2 Date: 07.14.05 Reviewer: L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department (PW) has the following comments regarding your application for the above permit. Please contact me at 206.431.2449, if you have any questions. 1. PW issues a Type C permit as part of the building permit. For the Type C permit, PW collects a base application and plan review fee when the application is submitted. The fee pays for two reviews. Public Works charges for additional reviews. 2. The Public Works' Development Guidelines and Design and Construction Standards is available at www.ci.tukwila.wa.us The following items were not addressed in the response to Correction Letter #1. Your response to Correction Letter #2 must include these items. 3. Footing drains and surface water runoff drains shall be separate. 4. Include the roof downspout system on the plans. This system shall meet the 1998 King County Surface Water Design Manual and the geotechnical report recommendations. Please see page 13 of the report. 5. The property owner must complete an encroachment agreement for the rockery. The City will provide the agreement. 6. Contractor estimate or engineer estimate for the right -of -way work being permitted. Was not provided. The City estimated the work at $5000. 7. The access and the storm drainage will require work in the right -of -way. See below and the attached Bulletin. Before the permit can be issued, provide the following for the right -of -way work: ❑ Hold Harmless Agreement (attached) (TMC 11.08.120) ❑ Traffic control plan ❑ Show expected pavement cut locations in the right -of -way. If your response to correction letter #2 does not include expected cut limits, Public Works will estimate the limits and will charge $3.30 /SF of cut. z �w u� M JU UO moo w= J F-• S2 LL w O U . Nd z� �o z �— w ::30 o CO: o� w �. O Lll z U= . O z r.r F a i j ❑ The plans shall include a detail for pavement restoration. You can find the City's details and restoration requirements at www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards Chapter 4 For your information: 8. You must provide ALL of the following before the permit is issued ❑ City of Tukwila business license (TMC 11.08.030) ❑ Liability insurance (TMC 11.08. 100) ❑ Automobile insurance (TMC 11.08. 100) ❑ Performance Financial Guarantee of $7500 (TMC 11.08.110) i 9. You must provide the following before the permit is final ❑ . Maintenance Financial Guarantee of $500 (TMC 11.08.110) z w QQ � J V; UO CO) 0. cn UJ W= CO W O` J �Q CO) �. d _; . � z � p! O CO w w • H V Z' 111 O ~ ` z p �3s a 1905 June 28, 2005 J. Armando Leyva PO Box 3982 Kent, WA 98089 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D05 -092 Ek Residence —16227 — 54` Avenue S Dear Mr. Levya: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department and Public Works Department. At this time, the Fire, and Planning Departmentshave no comments. f Building Department: Allen Johannessen, at (206)4313 -7163, if you have questions regarding the attached memo. Public Works Department: Jill Mosqueda, at (206)431 -2449, if you have questions regarding the attached memo. i 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. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenzer service. If you have any questions, please contact me at (206) 433 -7165. Sipcerely, i Brenda Holt, Permit Coordinator encl xc: File No. D05 -092 PAplanning\l3renda\d05.092 — correction letter k l.doc bh Z �Z '~ w Cr. D JU 0 0 CO w � J = H w wa ' C1' H= Z �. O . Z �- 5. U� ;O CO) wW u_ z. ui U= O Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 j June 28, 2005 J. Armando Leyva PO Box 3982 Kent, WA 98089 RE: CORRECTION LETTER #1 Development Permit Application Number D05 -092 Ek Residence —16227 — 54` Avenue S Dear Mr. Levya: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department and Public Works Department. At this time, the Fire, and Planning Departmentshave no comments. Building Department: Allen Johannessen, at (206)4313 -7163, if you have questions regarding the attached memo. Public Works Department: Jill Mosqueda, at (206)431 -2449, if you have questions regarding the attached memo. 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. Corrections /revisions must be made its person and will not be accented through (lie mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Z QQ S Z`. J U` UO U) o J H CO L wo L L �D = C!. �. w F- O. Z I-- Uj 5 UO co:. w w. tti Z U N: H 1- Z. AW Building Division Review Memo Date: June 14, 2005 Project Name: EK Residence Permit #: D05-092 Plan Review: Allen Johannessen, Plans Examiner A Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp not copied.) 1 To maintain the crawl space foundation construction, provide additional plan details to identify a footing drain or a crawl space water discharge system The discharge system will generally be separate from the roof drain system. Indicate on the site plan where the subsoil drains shall be piped to a storm drain, front street curb - gutter, or an approved dry-well system. Coordinate any combined discharge systems with the Tukwila Public Works Department. The intent is that groundwater will not accumulate in the crawl space. Should there be questions concerning the above requirements, contact the Building Division at 206-431 -3670. No further comments at this time. Z H W J U UO N C UJ N LL w O. LL a . S2 d = W 1— O Z� Do 0 � o E-- .w W`. LL O tU Z. U CO H h, O Z f CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ci.tukwila.wa.us Permit #: Project Name: Review #: Date: Reviewer: Development Guidelines and Design and Construction Standards D05 -092 Ek Residence 16227 54th Av S 1 06.22.05 L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department (PW) has the following comments regarding your application for the above permit. Please contact me at 206.431.2449, if you have any questions. 1. PW issues a Type C permit as part of the building permit. For the Type C permit, PW collects a base application and plan review fee when the application is submitted. The fee pays for two reviews. Public Works charges for additional reviews. 2. The Public Works' Development Guidelines and Design and Construction Standards is available at www.ci.tukwila.wa.us 3. All grading related to this project shall be performed within the property lines. This project shall not encroach further up[on the right -of -way between the property lines and the rockeries. The plans shall clearly show the clearing limits. 4. Using a lot square footage of 5,750 SF, I estimate a fill of 300 cy, as indicated in your application, will raise the grade 1.4' spread evenly over the entire lot. The site plan shows only the cut.. It does not show the fill location. Page 7 of the geotechnical report states that spoils soils should not be placed onsite. Therefore, I recommend that the project include hauling this soil offsite. 5. The house plans show a 4 -car garage. Please ensure that vehicles accessing and maneuvering can do so with a maximum 20' access width at the property line. Please consider the possibility of a recreational vehicle, boat, trailer or other such when looking at the maneuverability. 6. The City will approve only one access to this property. The access slope shall be 15% or flatter. I estimate the access slope at 14% from the garage to the edge of pavement. Since the homeowner will probably want a flat area from the property line to the garage, I expect the actual slope required will be steeper than 15 %. Please address this issue in your revision. Provide a profile of the driveway from the asphalt in 54 Av. S to the garage floor. 7. Provide a erosion prevention plan that meets the 1998 King County Surface Water Design Manual Section 1.2.5 and Appendix D, and the geotechnical report by Liu and Assoc., Inc. pages 6 —9 and 13. 8. Provide the seed mix that will be used. z 3: UJ U 0 (0 0 , J =. H NU- w o. LL ¢ N D = d �w z�. �O z t- W U� o CO. Q �- w 111 z CO) 0 1-- . z 9. Footing drains and surface water runoff drains shall be separate. 10. Include the roof downspout system on the plans. This system should meet the 1998 King County Surface Water Design Manual and the geotechnical report recommendations. 11. The property owner must complete an encroachment agreement for the rockery. The City will provide the agreement. 12. The access and the storm drainage will require work in the right -of -way. See below and the attached Bulletin. Before the permit can be issued, provide the following for the right -of -way work: ❑ Plan showing: • Location • Excavation dimensions • Facilities being installed, maintained, repaired • Proposed pavement cut outlines ❑ Contractor estimate or engineer estimate for the right -of -way work being permitted. ❑ Hold Harmless Agreement provided by the City (TMC 11.08.120) ❑ Traffic control plan Provide the following before the permit is issued (usually by the Contractor). ❑ City of Tukwila business license (TMC 11.08.030) ❑ Liability insurance (TMC 11.08.100) ❑ Automobile insurance (TMC 11.08.100) ❑ Performance Financial Guarantee (150 %) (TMC 11.08.110) Provide the following before the permit is final. ❑ Maintenance Financial Guarantee (10 %) (TMC 11.08.110) �t z w , 00. CO o CO W J LL WO J U. Q: U) s �W z� F O z �- :3 o\ .0 O N; o �- w w' u- 0 LLi z° U CO), 0 Z FA j IF May 3, 2005 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. J. Armando Leyva P.O. Box 3982 Kent, WA 98089 RE: Letter of Incomplete Application # 2 Development Permit Application D05 -092 Ek Residence — 16227 54` Avenue South Dear Armando: ' This letter is to inform. you that your application received at the City of Tukwila Permit Center on March 18, 2005, is determined to be incomplete. Before your application can continue the plan review process the following items need. to be addressed: Planning Department: 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 accepted through 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 Spencer Permit Technician Enclosures File: Permit File No. D05 -092 sks Pagel 05/03/2005 T: \Links \Docs \D05 - 092 \D05 -092 - Incomplete Letter #2.DOC Z iF- W : J U� U O' ND W= J I.- CO O. W� U. �W . Z F— O Z I-- w U J U N O , o F-` WW LL O W Z U co O ~; Z 6300 Southcenter Boulevard, Suite #100 * Tukwila, Washington 98188 • phone: 206.431 -3670 • Fax: 206- 431 -3665 ILA _, i O City of Tukwila Steven M. Mullet, Mayor a• `O UJ I :' 2 Department of Community Development Steve Lancaster, Director 1906 PLANNING DIVISION COMMENTS DATE: April 26, 2005 CONTACT: J. Armando Leyva RE: D05 -092 ADDRESS: 16227 54` Ave South The Planning Division of DCD has reviewed the above permit application revisions that were submitted on April 22, 2005. The application is still incomplete. 1. The contours provided on the map clearly show the presence of steep slopes on the property. City maps also show this area as containing class III slopes. In order to do any construction activities on a class III slope, a geotechnical report complying with the standards laid out in TMC 18.45 and complying with PW Bulletin B -4 must be prepared and submitted to the City. z Z, W. W J 0; 00 CO J to W O ca � j. CY Z 0 �— : iO N: o H-:. = W ` U W Z. F- O Z . , ; 1 = 0 � '2 March 23, 2005 City v Tukwila Steven M. Mullet Ma .f or Y Department of Community Development Steve Lancaster, Director Mr. J. Armando Leyva P.O. Box 3982 Kent, WA 98089 RE: Letter of Incomplete Application # 1 Development Permit Application D05 -092 16227 54` Avenue South — Ek Residence Dear Armando: This letter is to inform you that your application received at the City of Tukwila Permit Center on March 18, 2005, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Planning Department: 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 accepted throttgh the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerrely, Q Stefania Spencer Permit Technician Enclosures File: Permit File No. D05 -092 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431.3665 z *-Z W UO co) 0 W= �LL W O. J U. N W I-- O z F— W 2 j: DO O� o F-. W W. U ti O Il! Z; U =. O H Z l� f �11LA, l -9 . cry T ukwila 1 City of Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director .5 PLANNING DIVISION COMMENTS DATE: March 22, 2005 CONTACT: Jeffery Ek RE: D05 -091 and D05 -092 ADDRESS: 1622754 1h Ave S The Planning Division of DCD has reviewed the above permit applications that were submitted on March 18, 2005. The applications are for the demolition of a single family home and the construction of a new larger single family house. The Planning Division of DCD cannot review the application because it has been found to be incomplete. Please provide the following: 1. According to the City's Sensitive Area Map the property contains class III slopes. Class III slopes are defined at areas where landslide potential is high, which include areas sloping between 15 and 40 percent and which are underlain by relatively impermeable soils or by bedrock, and which also include all areas sloping more steeply than 40 percent (TMC 18.45.120 (3)). In order to do any construction activities on a class III slope a geotechnical report complying with the standards laid out in TMC 18.45 must be completed and submitted to the City. 6300 Southcenter Boulevard, Suite #100 * Tukwila, Washington 98188 • Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 z L U q C W J U UO U 0 W= CO U- WO LL Q- �d LU z F-. �O Z F-' W W D 0, O CO) W w` u. O :iii z co O z � � Y ±f~ J i� ti l� f �11LA, l -9 . cry T ukwila 1 City of Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director .5 PLANNING DIVISION COMMENTS DATE: March 22, 2005 CONTACT: Jeffery Ek RE: D05 -091 and D05 -092 ADDRESS: 1622754 1h Ave S The Planning Division of DCD has reviewed the above permit applications that were submitted on March 18, 2005. The applications are for the demolition of a single family home and the construction of a new larger single family house. The Planning Division of DCD cannot review the application because it has been found to be incomplete. Please provide the following: 1. According to the City's Sensitive Area Map the property contains class III slopes. Class III slopes are defined at areas where landslide potential is high, which include areas sloping between 15 and 40 percent and which are underlain by relatively impermeable soils or by bedrock, and which also include all areas sloping more steeply than 40 percent (TMC 18.45.120 (3)). In order to do any construction activities on a class III slope a geotechnical report complying with the standards laid out in TMC 18.45 must be completed and submitted to the City. 6300 Southcenter Boulevard, Suite #100 * Tukwila, Washington 98188 • Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 z L U q C W J U UO U 0 W= CO U- WO LL Q- �d LU z F-. �O Z F-' W W D 0, O CO) W w` u. O :iii z co O z � � �PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -092 DATE: 8 -18 -05 PROJECT NAME EK RESIDENCE SITE ADDRESS 16227 54 " S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued z �z �w Q � JU 00 N CO W J = F— S2 w w 0 �a: �a = w z 0. w W U� O N o� wW F-P 6 0 w z. 0- O F' z DEPARTMENTS Buildi Division Public Works Fire Prevention ❑ Structural ❑ Planning Division ❑ Permit Coordinator ❑ G 0; DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete 1� Incomplete ❑ Comments: DUE DATE: 8-23-05 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R UTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 9 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routlng sllp.doc 2 -28.02 PLAN R TING SL IP ACTIVITY NUMBER D05 -092 DATE: 7 -1 -05 PROJECT NAME EK RESIDENCE SITE ADDRESS 16227 54 " S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENT - S � : -0 cj Bui ng Division Fire Prevention ❑ Planning Division ❑ Public Works Structural ❑ Permit Coordinator S � DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 7-5-05 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 ROUTING: Please Route 1 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 8-2-05 Not Approved (attach comments) E� DATE: Permit Center Use Only CORRECTION LETTER MAILED:�� Departments issued corrections: Bldg A— Fire ❑ Ping ❑ PW [ Staff Initials: Documents /routing slip.doc 2.28 -02 z �z �w aa JU 00 ND J = I-- aQ L w LL j cl)0 =w �_ z� Zo W L � o U O N a F- w w z US O z 8 e PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -092 DATE: 06 -08 -05 PROJECT NAME: EK RESIDENCE SITE ADDRESS: 1622754 TH AVENUE SOUTH Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter# 2 _Revision #_after /before permit is issued DEPARTMEN(1TpS,:: , 6 4 . � Buildi visi Fire Prevention Public Works V, I� 1d (, -22 -p; Structural ❑ Plahn`in D�vtsio 4 ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: DUE DATE: 06 -09 -05 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R TING: Please Route Structural Review Required REVIEWER'S INITIALS: IN APPROVALS OR CORRECTIONS Annrnvari I Annrnvarl With r'nnrliHnnc I ❑ No further Review Required DATE: DUE DATE: 07 -07 -05 Alnf- Annrnvori tnf+nrh r- nmmontc) l/ z w� JU UO W� �LL w w =w X, ? f- zo W U C3. N O— o H. w L O .z w CO) O z .--, PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -092 DATE: 04 -25 -05 PROJECT NAME: EK RESIDENCE SITE ADDRESS: 1622754 TH AVENUE SOUTH Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter #, Revision # after /before permit is issued DEPARTMENTS Building Division Fire Prevention ❑ Planning Division Public Works Q Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Complete ❑ Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: �� 3 �� LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Pingg PW ❑ Staff Initials:- TOES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS DUE DATE: 05 -24-05 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ 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: 04 -26 -05 Not Applicable ❑ ❑ No further Review Required ❑ DATE: z IZ ' W Q � J U 0 (n o W= J F-- N LL W O LL N �. = W z �. �- O: z ►- �o U O � o ff W w: U' LL O W U N �- H O Z t PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -092 DATE: 03 -18 -05 PROJECT NAME: EK RESIDENCE SITE ADDRESS: 1622754 TH AVENUE SOUTH X Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # Revision #_after /before permit is issued Ur-F'AK 1 MLN 15 Building Division ® Fire P Public Works Structural ❑ ��� 3. 2% ' Pla nn ng ivision IN Permit Coordinator x DETERMINATION OF COMPLETENESS (Tues., Th rs.) Complete ❑ Incomplete Comments: DUE DATE: 03 -22 -05 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping 9, PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: 01 APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: DUE DATE: 04 -19 -05 Not Approved (attach comments) ❑ 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 sllp.doc 2 -28.02 ❑ No further Review Required DATE: z a UO ca C3 W= J � �L W F �J L? cf)a =w z� �- O w 2 5 U O N wW L' O id t U N, H= O F- z PROJECT NAME: Site Address: 9-I Ai - - -- Original Issue Date: 2 '' REVISION LOG Revision No. Date I Received i Staff I Date I "Staff Initials Issued Initials 1 Atli .00 Summary of Revision: Summary of Revision: LAt,,C `jI U WCA�u � DW S 2 G l,l M , M fJ6 trams Received By: (please print) Revision No. Date Stan I Received i Initials Date Staff 4 Issued , Initials Date Issued Summary of Revision: • Received By: " (please print) Revision No. Date Received Staff Initials Date Issued Staff I Initials Summary of Revision: Received By: (please print) (please print) z Z W 2 �U UO ND W = H U. WO LLj NCY = W f~ _ Z F.. F— O z F— W5 U� O - 01-- W L U H C.) LL it) z U= O Z ipiease print) U City of Tukwila S teven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http : / /www.ci.tukwila.wa.us ty�', • (`, x .. l2Y a i 1 ti . � .. .. ,. t 1tEVISION`SUBl1�IITTA►L Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: 17C,5 -- ®2Z ❑ Response to Incomplete Letter # LF1'N br0'oft ❑ Response to Correction Letter # Revision # / after Permit is Issued JAN 1 9 2006 ❑ Revision requested by a City Building Inspector or Plans Examiner R ERMiTCENTEFI Project Name: r . Project Address: I6ZZ:Z !� Gt/ • A VE � . Contact Person: Agt 4At4r - 3 n Phone Number: i I Sheet Number(s): 7 (6. "Cloud" or highlight all areas of revision including date of revision i Received at the City of Tukwila Permit Center by: •A Entered in Permits Plus on pp ications forms -app nations on me evasion submittal Created: 8-13-2004 Revised: z �Z '~ W � JU UO CO o. J � CO LL W O L L =d F .. W Z� ZO 2 5 U 0` ON O I,! W u. O .. z U= O z Summary of Revision: • 2\1 &7zrr' FZ12 - a Le' 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: h1_p :11www.ci.tukwila.wa.us Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 8l / 7 Plan Check/Permit Number: ,d0$ - 4 9Z- . ❑ Response to Incomplete Letter # Response to Correction Letter # 2 . ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: /Z 5�t4 Project Address: _ 16 Z Z 7 S¢ l • �l�E Contact Person: 4&4A tOa L EY V.A Phone Number: Summary of Revision: el�nr ��ru�rn►ru AU PERMIT CENTER Sheet Number(s): Ll ,tJEC1l" W/�EU. � - 4 "Cloud" or highlight all areas of revision including date o � f revision Received at the City of Tukwila Permit Center by: w 4 t Entered in Permits Plus on � - 1 pp ications orms -app ications on lineVevision submittal Created: 8 -13 -2004 Revised: Z �Z '~ W t� D JU U U U CO w J = CO LL W O. �Q CO D = a. �w ' z w ~ w D .O CO o H- w w. H LL ed Z. O 1 Z City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us ][My 5ION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7111o.5 Plan Check/PermitNumber: C20S- ©? 2, ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # / ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: K EC c Project Address: /102.27 54 di - SUE 5, Contact Person: 4!ZA4A&(6;V LiP-Yl/A . Phone Number: ZS 3-- a53 --�� /S Summary of Revision: �C t"'TT�2 1C�1 c P1JOK /C. Sheet Number(s): OF C-- "Cloud" or highlight all areas of revision including date o revis' Received at the City of Tukwila Permit Center by: Entered in Permits Plus on pp ications orms -app ications on me evision submittal SE ER Created: 8 -13 -2004 PERMIT Revised: zz W � JU UO N 0 W W =: CO U. wO. 9 - LL Q ND = 4- O z t_ UJ UO O N o1-- w L 3: U_ O ui z CO O Z City of Tukwila S teven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: hQ: / /www.ci.tukwila.wa.us ' >N ' 1 REVISION SUBMITTAL rt Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6 I 1 Plan Check/Permit Number: -0 0.5 O `f' – X Response to Incomplete Letter # - t2 ® Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: 22'7 $54 9 AVM Sp -. Contact Person: J. R1Z l�l�4tUT,�t'� Z,&�YtA4 Phone Number: Summary of Revision: f n& �"�70CAVIC.a -c, gAl i FtECENEO HN 2605 i f I i t PERM CENTER I Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: r �� Entered in Permits Plus on app ications orms -app ications on me evision submittal Created: 8 -13 -2004 Revised: z i~ w . � QQ � JU UO 0 W= J �-. CO 1L w LL Q N d =w z� O . w ~. W U �. CO o ff w LL ~ O. W z CO O z � J ,��IIIA,�ZV % W cA�, 1908 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 :11mvmci.tukwila.wa.its Stever: M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision stibniittals must be stnbnnitted in person at tine Permit Cennter. Revisions will not be accepted through the mail, fax, etc. Date: ,4O Plan Check/Permit Number: D05-092 ® 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 Ek Residence Project Address 1622754 th Avenue South Contact Person: J Armando Le yva Phone Number: &s c4y S Summary of Revision: Too 1544 44 Vt>l H(LP& Std fl(WJ iMV tSl DAJ Cam_ S. T - G(1�1 !E.CEIUED -- err1r OF TUMA APR 2 5 2005 Sheet Number(s): .- "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Is 07 Entered in Permits Plus on pplications orms- applications on line evision submittal Created: 8 -13 -2004 Revised: z iF— Z. W W D J U UO CO 0 CO w J = F— CO U. WO 9Ei w? � Z 1-- z E- w UU O U. � H- W w. u_ o _ ui CO z ' 1 1 cirY OF rUK*i..A Community Development Department Permit Center 6300 Southcenter Blvd„ Suite 100 Tukwila, WA 98188 CERTIFICATE OF WATER AVAILABILITY Required only if outside of City of Tukwila Water District PERnn•r No.: D0500 P. lcan : •.Y:S "tilt. +5. ^ ^ :.r �,'; :�•,c ".1� ?.. .�,.... ..i�t. ' ... 1 4 t Part Ao�b b niplt r (n 4 t1�( v "te Yl e ' 1 � t. :' . t '.4' v. I • t, '' Site Address: 16227 54th Ave So (attach map and legal description shoroing hydrant location rmd size of nmin) :. Permit 1.,, ,ter /Building Division: 206 - 431.3670 Public Works Department: 206. 433.0179 Planning Division: 206. 431 -3670 �'�' 43rt'; 'i �. t . (•• '.1 /' _ } S• ,` • ty Y . 1t 1 t ir•.J.� }ir . h Agent/Contact Pcrstin: °.•J' n l`', / . r5 �r.t h i �iq "i .. "F t.. Owner Name: Jeffrey Ek Agent/Contact: Owner Address: 54th Ave So Agent Address: Owner Phone: 206 -251 -4341 Contact Phone: This certificate is for the purposes of: 0 BUILDING PERMIT SFR ❑ PRELIMINARY PLAT ❑ SHORT SUBDIVISION ❑ COMMERCIAL INDUSTRIAL ❑ REZONE ❑ OTHER Estimated number of service connection and water meter size(s): One - existing Vehicular distance from nearest hydrant to the closest point of structure is 45' +- Area is served by (Water Utility District:) I-IIGHLINE WATER DISTRICT Owner /Agent Signature Date 3' 1Pj�y .�{., IS tYj; �'n ,>.i �rG "J J il`'•.7'l:;•� +;. '4.'+ � f �`+'�:.::; " P'A)(� ;tB Tol e; completed + @ri Utlil& r e > v , x :.x.: " x rt fE t { '" S .; �" �`•� ti uT � i• �- .' � � t n ,j'' , * .'+ i,,. 11,a 1 t-6X �7n7••'..r•; a : { j ri r + � !, r 1^W"' d�, r.y •+ )' J . e+ �^,.+e�k�� 1 . a( y F i,� Y�'y• m ii :.- •�t�:r:,.4. 1e'`v'. ''',v�,Ftr •. '.'J .�r r"�:.:a r.r >i-�t n ic. x, �•t- .t •.,a..:._ J. •,: .r. 1. The proposed project is within TUKWILA /King (City /County) 2. Ndimprovements required. 3• The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: 4. Based upon the improvements listed above, water can be provided will be available at the site with a flow of 2452.79 gpm at 20 psi residual for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. Customer recognizes that the water pressure /fire flow information provided pursuant to this request is general in nature and may not be accurate for any specific location at any specific time. Customer remains solely responsible for determining the specific water pressure /flow information available for Customer's intended use. The general information provided by the District is not intended for and should not be relied upon to design a water system or fire supression system for a specific location. Customer is responsible to field verify the specific water pressure and fire flow at Customer's specific location for Customer's specific needs. REEIVED 5. Water Availability: CITY OF TUKWILA F-/� Acceptable service can be provided to this project MAR 18 ZW5 ❑ Acceptable service cannot be provided to this project unless the improvements in item B -3 are met. PERMIT CENTER ❑ System is not capable of providing service to this project I hereby certify that the above information is true a corre I. Z! 2/9/2005 HIGHLINE WATER DISTRICT / 206- 824 -037 By — Agency /Phone THOMA KEOWN Date DISTRICT ENGINEER bos-o 092 Z JU UO W F-- N W W O J u. a = W Z H� E- O Z !-- U� 0 H W H FU--. u. O Iii Z U CO) F- H O Z � � z �O r C) V5 m z O .n . n -1 m= m :1v �o Cc mm i Z 0 -4 3 M -� c A 'r r� �m O_ m a v� o� nr .Cw $;u Z 1 � 1 ,4� US M O� y 0 0O P 7 MS"88 118 114 16246 16256 .7 i 70.0 r S 4- 8 I r "ro oLO N— Lom 71.0 S ai 4 H2Onet report for 16227 54th ave s -T - L Static Residl i Available Flow ID Demand Pressure I Available Flow Pressure @Hydrant Pressure (gPm) (Psi) : (Psi) (gPm) ( 4740 0.80 131.99 1 107.95 2,452.79 - �'� 20.0 - 2 '_1 4750 0.80 153.65 1, 000.00 126.77 �- " - -- i 2,525.26 20.06 l Date: Wednesday, February 09, 2005, Time: 11:14:31, Page 1 from HWD -eps 12- 30- 04.dwg no change to settings 14816 f r}�"► ary Road South P.O. Bo_ _9550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purpos , p of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Propos Use: EJ Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: K_ Phone: Zv( Property Address or Approximate Loc tion: Tax Lot Number: 1(0 2 2."7 -- 64 A V, S. 5'3� 2 - 0203 Legal Description (Attach Map and Legal Description if necessary): - �'? - 1 �',✓ , Part B: • Be • • • by ' • 1. Ed a. Sewer Service will be provided by side sewer connection only to an existing size sewer D/S/ - the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and/or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. Ef The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ /CO. G O a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $4136.93 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) RECE b. Easements: ❑ Required 10 Maybe Required CITY OF TUIL.A c. Other: MAR 1 5 PERMIT CENTER I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of signature. /r2s 2 - OS By Title Date Dos 0%P4V400, Z Z w 6 UO N CO W J = H �2 U_ WO �5 u + N �w z F-- O Z F_ w LU 0p U O -. o �- wW LO w Z co 1=- _ O F- Z t W ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non- Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 1 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. S. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and /or regulations in effect at the time of such application. I acknowledge that I have received the Certificate of Sewer AvailabilitylNon Availability and this Attachment, and fully understand the terms and conditions herein. Applicant's S 895391001 X270798.01 15SY601 !. DOC (1/26/04) "�.ie .t'�• "• ty 4� 4th � I' t4. '.,y -1- 07- -0� ,- Date z w � JU 0 0, w= J W 0 U �_ z� z� UJ U� �A O yr w LL w z co o F- z i i Look Up a Contractor, Electrician or Plumber License Detail 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. License Information License TWFCO * *137PZ Licensee Name T W F CONSTRUCTION Licensee Type CONSTRUCTION CONTRACTOR UBI 600222393 Ind. Ins. Account Id Received Date Business Type INDIVIDUAL Address l PO BOX 1062 Address 2 City KENT County KING State WA Zip 980351062 Phone 2536386431 Status ACTIVE Specialty l GENERAL Specialty 2 UNUSED Effective Date 10/9/1987 Expiration Date 7/29/2006 Suspend Date Separation Date Parent Company Previous License FORTECD1600Q Next License Associated License Business Owner Information Name Role I Effective Date I Expiration Date FORTENBERRY, T WAYNE OWNER 01/01/1980 Impaired Date Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #3 AMERICAN STATES INS CO EX743013 07/22/2001 Until Cancelled $12,000.00 07/30/2001 #2 AMERICAN STATES INS CO EX743013 07/11/1999 07/22/2001 $6,000.00 Pagel of 3 Z zQ W J U. UO UJ J � N u.. W O 2 U - to = CJ. �W 1- Z H U� tn: 0 F— S U. H— W —O .. Z W H= . O I.. Z https : // fortress. wa. gov /lni/bbip /printer.aspx ?License= TWFCO ** 137PZ 09/27/2005 r • f C SECOND f L E V E L 3GIr►LE It //If J = !! O • - - / _ /. t ELECTRICAL SYMBOLS V INCANDESCENT CEVIING �-�- INCANDESCENT WALL -- INCANDESCENT PULL CHAIN -� INCANDESCENT RECESSED (� INCANDESCENT SPOT DUPLEX OUTLET $ DUPLEX OUTLET W/ ONE SIDE SWITCH -& . p DUPLEX OUTLET WATERPROOF DUPLEX OUTLET GRND. FAULT INTER SPECIAL OUTLET 220V TAIL SPECIAL OUTLET 220V PLUG I"- SWITCH ONE POLE 1p5 SWITCH 3 WAY pp- SWITCH WATER PROOF 0 FAN -�- FAN LIGHT �] FAN HEAT FAN LIGHT HEAT Q JUNCTION BOX O THERMOSTAT 0 WHOLE HOUSE FAN 0 SMOKE DR ITMORS I IOV - BATTEMES N PHONE TV CHIME - B(YI'TOM % MgEr*Ni c4t� Pacnm' MqUrA&D *. Gins fiaQiAM AJ16"- RW EWED MR OOM (JOMPUANM JAN 2 52006 C?�- OETukwila 81n1 t1T nr ..gnN f" ftm OL r M OP 0 Of (rorldbU�pA Ild «l0es aId a moft d 1�IOilflpfl of &y a � Iced FW Copy arW Is fL SING DIVION bc RECEIVED G*'( TWOrlill -A PE: -'.':T C =`:i ER ;`��isi�ro,_.� QOC f 0 s A, -.04AO V � o .i a o I M lu t E � �N V O 7 z it C r O 1 ! i___J ;`��isi�ro,_.� QOC f 0 s A, -.04AO r S ~—(2)2X_111' 02 STUDS READ v f 4T7 1(o 5/8"0 ALL - THREAD ROD S.E.T. ErOXY GROUT �• PER1MANUFACTURE5 RECOMENDATION P.T. MUD SILL a 14 ! Co FITT22 W/ (32)16d SINKERS: T =4650 S W08) /4d. swxE :a.S: n a�j 5impoon Strong -Tie HTT22 �1 Q c r N q "w - R I1 AA7T iAftv,&. _518 "X" oiW ,6. p ALL 6a"MOIV WA44fv / 4/l#4*j -- 4*A24c2E .41MAI - : 5ZAB 014 , 0- 1 15 1 4 W ArYfGQA"MI-Ae r&.4. 2J94 FOUAIDATIom PI.Alv FLOOR TRUSS NOTES .5ea" X TR1A`= (T7i) SHALL 13B DEEM BY TTY FAWWAATOR TO FYT DAIENSpM AND LOADS I NDICAIM ON TM PLANS DRAWINGS SHALL, BE STAMIM AND SIGNM BY A DRAWT" SHALL BE ON SrM FCC HIAW i , wnow s 4 • "rM J MD. cue 096 . Q Zx�L,C'.JSy PfPI.�W _ R A]Vr/Aft Mr. coNc. WAL1. 17 Arr�•L2 rW/(/ 9 ) !do d. alt49�rzo : 7 - 3310 • I 'Lw p Q►� i AAA17W4 Ph 7146"080 s MIA14 wac ?xro 9/00•G, HdIw& P)yy,%4e —rr �ZXb7RLAM21L • _.WmAi x J -- �A •,• °. °- 4. STHD14RJ STHD Corner • ' f; u (Rim Joist InstaNatim) (Installation on 3-2x studs) STHDI4 OR S1HD14RJ W1 ( 38)164 SINKERS: T �= 4W43O 5THDI0 OR STHDIORJ W1 (28)164 SINKERS: T otil • ' � � f�v � QM3 ro O CQOS/i3i2 j - .� f f p J I r f.�1�1MDN •4It� � II �ICiN� Q,k�nf. W9v/4- t " • �r r FOUNDATION NOTES crgca rAwa ' Nils. FOUNDATION DESIGN IS BASED ON THE RECOMMENDATION IN THE -19C FOUNDATION WORK SHAD, BE PERFORMED IN ACCORDANCE WITH CHAPTER ALL FOOTINGS TO BEAR ON UNDISTURBED GROUND, A MIN.. 18 BELOW FIMSHED GRADE AND 8- ABOVE FIMSHED GRADE. FOUNDATION DESIGN VALUES: SOIL BEARM 2000 PSF. X0 , �K EE FLUID PRESSURES: ACTIVE SO PSF: ; PASSIVE 200 PSF '1 eA1? OM46 ALL REINFORCING STEQL, SIMU. CONFORM TO ASTM A615 GRADE 40 AND LAP COL. AND WAILS WITH 32 DIAMlMW ALL OTHER 24 DIAMETERS. . PAPWA GVlP.� . SPLIm AT TENSION REGIONS SHALT, NOT BE PERMITTED. � ' • e dL$ �s47N /A�L!�. A . FOR ANCHOR BOLTS USE 5/8 x 10• ,A307 WITH 7 MM. ENOWIdENI: wlyap Ow x 3" WAgsk -re.. ALL CONCRETE SHALL BE REM" WEIGHT HARD ROCK TYPE (ISM / CF). AGGREGATES SHALL CONFORM TO Amu C33 WITH PROVEN SIR ENKAGE G•4• %/E OF LI:sS THAN aos x o.c• f/cl�►z. of CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL. BE 25M PSL r /lo Q C. Amr. CEMENT SHALL CONFORM TO ASTM 0150, TYPE 1, CSA N004AL 0 - - MAM M<JM SLUMP SHALL NOT EXCEED 4- 4i FAG CONCR M SHALL BE MAW_ AIMED IN A MOIST CONDMONS FORS DAYS. aJ- JFZ4A0A01 MR01UM CONCREIB COVERAGE OF RED W ORC1NG STEEL Ab'Z• of �: p � c� ; G v l/ �ND� EBTERIOR WALL, NQT EVOSE!D TO WEATHER = • �[G ee , EILmOSM TO EARTH OR WEATHER �� pAg • � :. /�JJff7L. CONCRETE CAST AGAWr GROUND MU4 drew I M, • '�" AFW4" MftA - _ 55, 3 y . _ WHERE SPECIAL 1NSPECITON IS NOT REQumm - SA (�1BLC YARD � �OFCONCAND A MA7 g WPER SACK VAPOR BARRIER UNDER SLAB SHALL BE 6 ML1.. POLY MEMBRANES WITH 12 OVERLAPPED AT JODM_ SLAB FMS FOR BUILDEW (MEET, TROWELED) AND BROOM FINISHED ON PATIOS AND SIDEWALKS. BLOCK OUT' STEM WALLS FOR DOORS, HVAC; ETC. AS RTQumm PROVIDE 14- x 80 FOUND VENT W/ U4' CORROSION RESWANCE W.M. @ OtAWL SPACE �i dWL 9PAGE ILA7o�l, 7t F0 ~ caw, 5� 42,r.� F40v1 yEn /T5. ; �A78 �t.F!' �;► L Z N w • o NO z 3 Q �JNC�IOQ � � •o• � � � h °' �CD R CIE: I Cv ♦/ 7 ■ 1 �: �si'i J O i ERViT CENTER W-06 MAX TOP PLATE 2- 16d012'06. MAX. • SPLIGE TPICAL CHOhZU /57T i8 To -- 5 G } TJI JOIST TIMDER STRAW BLOCK (3) 8d TOENAILS d EACH BLOCK - SHEAR WALL —� DETAIL E ! A35 PER PLm ,IN A 2rO.G. �-8d a 6" O. pSTERIOR WALL IN 0 2e Of---J J-, DETAIL C I yPAtAViz � �D3b .4 m ,4 .4 ' NPq�D2z 4 0 0 � i Q x `p ` x(0 o WO _ - - $W� ~ � 3 Z 4 z N a - 0 f� I t N 2 ' HPANp�.z V I / N a 001 M F k m i L � S ID ol 5-3 n writ, d Vc0 ! lel �eL� � wry 4XB � _ � R.o. f DY s 74 � 'v roxB N� �p HP.W �A 1 I •@1 7 � � s �4 1 a em. �rtG J i rvx8 L IfTrg, � _JL ____I wit, L O 0 00 lr r& i NPR tjOZZ�� 0�0 gp 0 40a6 - �- jfPiwp22 ✓ GX6 6x8 - HPAH OZZ- G�8 6 0 - - dx8rb9e. - i �a [ 12w ' AM sew Zf L.R-.A _F_ p ZW4 A M -7d J r' o. G. LoaATE 1p4ZAVhAq JOINT - Gv GoMMom J0161 r P'IemKA. ii lo _ L/Uaft d d l ew L �V • • V 1� ? Ff11'1(0 �IG' ico . STNpt4- Rllof • ' B9414 IV wwae W /BatYA06Q 3 O.G. -2 % !0 571A* 0 BCWANA3- - .LpMMOJ'� 45 �+"oc. Its � 0 " A#* I 10004 d VA w c 0 V, U_ AAAQ009 SW � I Il _971�1vi¢ h�wAl Z'pAe•. gl.�t � d� I Y L.A rERAL P-951' AIAI.. PAMEL_ o� A2 /L �� S , mIfA'C+'W Ab7r PR AWr rkWg TEAM 3 kG /ATO ArQ r z z f?0 - ZA014 9A)VDRA1L 70 WAU_ MIST- 4 • ( " 4W - SA 57�r25 P 2x L EpiG�2 tt W MID _ diMIAl IL ,4 .4 % N T� La Fi�ica H,s05 ' � � � , e�rr✓��os 1 1 � s pY.y�,u� SGRE�¢ .TO Zc K/Ge )=V - i x l 1 i ED fOR u � � � � _ -- - -- -- --- - - - - -- I2��fIEW NEE N I ^ - �o'r►�nt�1 I 4 JAI 2 5 2006 i M 9 ^ Of Tukwila- Ok s J • jr _ N ire a a cot -10TES mce AF a BLOCI�yG �Q EX7- W.dL A811 � I , �. N BFJIWOCSt6 � _ - i AWCS* 1. srruwwLL $ uj e� 6x8 New. SlKD�4• j WMOF 3 p SHEAR W&L _ } t �P14102 L.�F 3 P�115 ' IZD o ,� '' )AI ✓OAST. � ; :Sw" FM ic YAM OF /t Of Q' u pLLS t2 E1+p x < d i�j :! t r�nvwE �l &DOCKING CD &L %ff&qx'e_ (twx ezw.> oc AWE f3ZA I 9 ;Ur - 2-3M-4- 1� WECE � 5T1tJ�P iYP_ P/ -ro y- ='164 pGF_ Meo A%0J w /8 d- (,& M3'),V/VLS e4 P,W ' Ji alw D -G & Fl =.,O. A.Viwacx wAu s 4V Y) . 7b zcc ..fir. ee MK4. Mee 14d �Ao 5 c. t DETAIL F �O J t /•� \ma �i�f %t —N PERV CE TEFi •t • r STABILIZED CONSTRUCTION ENTRANCE o i =25' Va! 4 - QUARR SPALN_S ---' / c-ro m 3 "mut AID wOTH AS NECESSARY TO PROTECT SITE iRCM ALL VDI ME IRA M AND PARKING. 4 • s T ENERGY NOTES HEATING SYSTEM PROPOSE: o ELECTRIC RESISTANCE 78 'FORCE ARR - X OTHER FUELS 4 W OIL) CFM. GENERAL NOTES VENTILATION NOTES E' ALL WORK TO COMPLY WITH ' lgc wo . SOURCE OF VENTQAMON REQUIREMENTS eo s) EXHAUST FAN REQUIREMENTS ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO TILE CONTRACT DRAWINGS. l) BATHROOMS., LAUNDRIES, POWDER RMS. SO CFM. @ .2S' W.G. 150 2) KITCHBHS, RANGE. HOOD, 100 CFK @ .l0" W.O. WRITTEN DIMENSIONS TAKE PR8CBDENCB OVER SCALE DRAWINGS. I FMn C H b) EXHAUST DUCT RBQUIRRMffiffS CLG. HEIGHTS IN LIVING AREAS NOT LESS THAN 7" 6" EXCEPT IN KITCHEN, HALLS, BATH IA 1) TO BE INSULATED WITH R-4 IN UNCONDITIONED SPACES WMItB IT COULD BB 7 ". FOR BXPOSBD BEAMS SHALT, BE 6 F/ BOTTOM OF BM. TO FLR. 2) EQUIPPED WITH A BACK DRAFT DAMPER 3) TO TERMINATE OUTSIDE OF THE. BUILDING, ® 3' FROM ANY OPENING EVERY SLEEPING ROOM SHALL HAVE A MUM M NET CLEAR OPENING OF 5.7 SQ. FEET WITH 4) COMPLY WITH TABLE 3-3 A IuIDNAdIJM HEIGHT OF 20r, AND A hIINBWUAii WIDTH OF 20" AND A SILL OF 44" ABV. FLOOR. FEET WHOLE HOUSE VEtNT'II.AT'ION { RN1L(iRATTiD WITH A FORCE AIR HEATING) PROVIDE ATTIC ACCESS WITH A 22" X 30" X 30" HEIGHT. OPENNING a) FRESH AIR INLET DUCT- TO COMPLY Wr1H : ' VAULTED CEILING: �_ 1) S1ZBD ACCORDING TO TABLE 3.5 PROVIDE CRAWL SPACE UNDER STAIR SHALL BE FINISHED WITH S/8 TYPE "JN GWB. 2) DUCTED FROM THB EXTERIOR AND CONNECTED TO THE RETURN AIR STREAM 25 4 FIST UPSTREAM OF THE FURNACE BLOWER APPLY ONE LAYER S/8" TYPB "X" GWB. BETWEEN LIVING AREAS AND GARAGES. 3) INSULATED TO R4 WHEN LOCATED IN HEATED AREAS 4) M07ICTBD FROM THE BNTRY OF INSECTS, LEAVES, AND OTHER MATERIALS APPLY WATER RESISTANCE BOARD TO 70" ABV. DRAIN INLETS AT ALL TUBS. NOT TO RECEIVE FRESH AIR FROM TIM FOLLOWING AREAS: 40 o WI IM 10 FEET OF AN APPLIANCE VENTS OUTLET, UNLESS THE VENT IS GWB. WORK SHALL MBBT ALL REQUIRHT48 M OF ANSI. 3 FBBT ABOVE THE FRESH AIR DHM GLAZING IN OR WITHIN 24" FROM DOORS AND GLAZING WITHIN IV OF FLOOR. - o ATTICS, CRAWL SPACE OR GARAGES o A HAZARDOUS OR UNSANITARY CONDIT IONS I OR WALKING SURFACE SHALL BE SAFETY GLASS. o mom THAN 10 mr FROM A VENT OPENING OF A PLUMBING DRAINAGr ' 9 SKYLIGHTS INSTALLED AT A SLOPE OF 15% OR MORE AND LESS THAN 43% SHALL HAVE SYSTEM, UNLESS THE VENT IS 3 rim ABOVE THE FRESH AIR INLET b) THE INLET DUCT SHALL BE EQUIPPED WITH: A MINIMUM OF 4" CURB. 1) SHALL BE EQUIPPED WITH A MOTORIZED DAMPER CONNECTED TO THE WATER If8ATER WITH APPROVED SEISMIC CONNHICTORS TO THE WALL. AUTOMATIC VENTILATION CONTROL TIMER, OR 2) FIXED DAMPBR INSTALLED AND SET TO MET MEASURED FLOW RATES R-10 INSULATION UNDER ELECTRIC WATER HI;ATM& - AS SPECIFIED IN TABLE 3-2, OR 3) AN AUTOMATIC FLOW REGULATIONS DEVICE WITH FIELD MEASURE MIN. SET WINDOWS HEAD AT VV ABV. FINISHED FLOOR TO MATCH DOORS. NEGATIVE, PRESSURE OF 07 INCHTBS W . AT THE. POINT WHERE THE OUTSIDE AIR DUCT IS CONNECTED TO TAB RETURN AIR PLENUM. CAULK DOORS AND WINDOWS FRAMES WITH GRADE NON HARDENING. VENTILATION SYSTEM SHALL HAVE A CONTROL TRJM INSTALLED - IN A READILY SHOWERS WITH FLOW CONTROL LIMITED To 3 CFM. ACCESSIBLE LOCATION AND BE CAPABLE OF CONTINUOS OPERATION WITH AN AUTOMATIC AND MANUAL CONTROL. AT THE TUC OF FINAL INSPECTION, TTIN TILE WORK TO B$ THOROUGHLY CLEANED WHEN WORK IS FHNISHTED. TINIER SHALL BE SET TO OPERATE TTHB WHOLE HOUSE FAN FOR 8 HIS. MIN . BRICK VENEER WITH 1" AIR SPACE BETWEEN VE NESR AND BACKING LEAVING 3/r VENTR AT H CRAWL SPACES WITH SCREffiM OPENINGS NOT LESS THAN 1 SQ. FT. FOR EACH 150 3% FT. OF UNDER FLOOR AREA. COVER OPENING W/ 1/4" WIRE MESH. WEEP HOLES AT 32" O.C. AT THB BASE 01 V : ML_RWALLED 150-PAPER OVER BACKINO. - _ VE SUPPORT NO LOATt' - - -- — — . __-_S.HALL - . - _ VENTILA�'B ATTIC SPACE Wr MGWVSMTII,ATION EQU; TO ,l /150th. OPr ATTIC AREA. GUARDRAILS TO BE 36" MINIMUM ABV. FINISHED FLOOR ALL BATHROOMS TO HAVE MECHANICAL VENTILA'T`ION TO OUTME CAPABLE OF HANDRAILS TO BE 34" 38" ABV. NOSING, WITH HAND GRIP OF I Ill" TO 2' . OPEN HANDRAILS 5 AIR CHANGES PER HOUR W/ INTERMEDIATE RAILS SEPARATION OF 4" BM EEN THEM. ALL, INTERIOR DOORS TO BE UNDERCUT TO ALLOW AIR MOVEMENT. . BACH SLEEPING ROOM SHALL BE PROVIDED WITH A SMOKB DETEGTOR/110 V AND A qp NA BATFBRY BACK -UP. d � TABLE 3--2 1L A h � ENERGY NOTES HEATING SYSTEM PROPOSE: o ELECTRIC RESISTANCE 78 'FORCE ARR - X OTHER FUELS 4 W OIL) BUILDING ENVELOP COMPLIANCE PATH CFM. •Z OR 1.E55 50 CONDITION SQUARE FMT : 449 TABLE 3'3 _ eo 120 4 1 00 150 5 120' 160 BUILDING ENVELOP COMPLIANCE PATH 1. THIS TABLE SHALL Nar TgE U5W FOR 0 CONTAHM MM PRESCRUqM PATH OPTION - � THAN 5 BEEPWOMS CONDITION SQUARE FMT : 449 TABLE 3'3 _ GLAZING AM: 62t3 . . GLAZING U- FACT?OR: VBRTICAL 0.40 PRESGIPINE mwAUST ntk-,T 51r.1N6 OVER>EIEAD 0.68 DOOR U- FACTOR • p,2,p FMn C H MMMUM FLEX LEN0TH MINIMIN 'SMOOTH H_m LFN6TH RAX"M CERAM 12 -3N ®0.25 tN.6: DW�fER FEET C-I;EOWS VAULTED CEILING: �_ 50 4'pNGH 25 4 INCH WALL ABOVE GRADE: INTERIOR- � 2/ S0 5 INCH 40 ?O EXTERIOR _ Io 50 5 INCH lm 9 FLOOR SLAB ON GRADE R -Io 86. .6 WIH 4 I No L"T 61IlCH .1 NO LIMIT 5 File. 2•'�0 INCH NA 4 I . 26 9 GLAZING , a N. OF CONDITION FLOOR AREA 41144 = ;o• 14 % 100 = �¢ / 00 5 INCH '6 15 5 INCH t00 9 AAza A1iPA ODDIDp10MAItEA� 8O 100 �NGH 3 INCH (?,) qp NA 6 i<NGIi •5 WA '. 50 !b LIMIT 9 MIN. HVAC, EQUIPblENT R MCE NCY Rt;EQUWjRARN1s : 100 6 INCH . 45 . 6 INCH 1 UKT 9 -9 - LOW DENOTES AN AFUE OF 0.74% 125 • 6 RICH 15 6 INCH NO Lp4T 5 MED - DENOTES AN AFUE OF 0.78% I25 1 INCH . :?O w H ND L1I4>f 9 ' HIGR- DENOTES AN AFUE OF 0.99% i I. FOR EACH ADDTIONtAL NZ0fI 5tWTIRAGT 10 FEET FROM MOTH NO WARM-AIR FURNACES SHALL BE INSTALLED IN A BEDROOK BATTRROOM, CLOSET 2. FLEX DUCTS OF 106 D'IAZrE M ARE NOT FAT TF.D VWH PAM OF M*5 SIZE OR IN ANY ENCLOSED SPACHIJ WITH ACCESS ONLY T HOUGH SUCH ROOMS, EXCEff TABLE � - DIRECT VENT FURNACES OR ELECTRIC FURNACES. PRI GRIPTTYE INTEGRATED_ FOROW AIR SUPPLY DUCT SWN6 EVERY FACTORY OR BUILT GAY, TYPE uLm vE TT,. TYPE 'w GAS VP.1NT OR Tm "DW" GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH SPECIFICATTORNS. ORATING UNITS TO MAINTAIN 70 F AT 3 FT. ABV. FLOOR. WHEN OUTSIDE - 1 M RATURE IS 10 F PROVIDE NIGHT SET BACK TWRMOSTAT FIRE DAWM NOT BE INSTALLED IN AIR DUCTS PASSING TMOUGH T= WALL, NMR46bR CEQ.ING SEPARATM. A RBSIDEINCII FROM A GARAGE, PROVIDED SUCH DUG9s WTILRI+I THE GARAGE ARE COINSTRUG'T1;D NUMBISI2 OF 2 OR LESS t41Nit 4 PlAmmm T 6' - M/Vg MtJM �£T _ - 1 EI.80IN5 t OF - g 9• OF STEEL WAVING A TTIICRIiiESS 9HEBT GAUGE AN LESS THAN N I. FOR 1.19467M OVER 20-FMT INGREA a DUCT OIANEWt I iNGt1. OT T I {N GA a 26 GALYANTZED AND HAVE ' 2. FOR 1 MP MORE THAN 5 � DUCT DII IrETFR_l tNGtL - NO OPT2IHTGS INTO TAE GARAGE - r IINS "TION BAFFLES TO EXTEND 6" ABV. BAIT INSULATION CfjY0FTtJWMA . BAFFLES TO EX IMM 17" ARV LOOSE FILL. DMI ATION: - - AUG 1 S 20 . - COMULATE BEHH M TUBS I SHIOWBRS . PARTITIONS AND CORNERS EQUIPNINT SIZING FORM PERIIUT CEO , • USE PVA PAINT WTTH A DRY PERM RAIWO OF I MAX BtU DIM Mff LASS PA lOR cmeamw pp E• Z aompomm u - OR R- vam IN ft Fr. 11PA? LD6S ° •� L F. OR CR �/JYGLE FI(1 yiLyQ��J' : J✓CE WNDO04 CUSS DOME PATS Fl: � � Q /6227 54 So. W*WOW (oZ8 !!✓55 `'�' i OPAQW DOM MAU B� TM LTA /9Q FI: �{O JEFF�eEy �. K. 11 UWAL � A b � s ROOF / Cmim R -39 (U•0al) IA / SQL Fr. �$ 3(Jy7 � 1 �A�iON I AM0 &I/4r 4R1/&V 0 M. wM C� WAIL ROM R• :t Wa. snMs Za/sqm 1 0140 GUM �. t'T of 44goArud Goat rc•issred by tI>c Fobl:c ttooROVat 2_30 a hail /CI�E7�'d Lj n� With asNmcnt UTAWAM u -ass ; City staadaWIL hoombli a N w1W to emn and spACeaam. 5 -3? 7 20 - - :-rsldoll ot le n aotke6t I i0l"m s Of 3 .0 � • 2'_icd stmdndi of o fmm f m The It v MmAility sins Of GMIN R -19 (F -0546) 24LS / LF. L L11�. for the seepuccy a[ the 1a Wttily with the 0 — � . I ; � t� d6ft VA * A itioa�I, 44deboetd � a at t� m dm BA��'Nr FLOOR NOW (F =&40) 2121 LF 0 e - d �- � id, aWi.i' RATIM POET 1liS Q . ��� aS I GP. 3 , u• � - 7O<tl1L. tart AEI1TLMi uu+m IN - 1 i TLW>ra RAM AAA (1TLY1ti8 L11lE; ff Ir7.lt A MA ) —.14 tts Glib& WadNs so3do bpoa UK 14Ax m sta . ewoNiOSe em. _ _ P&W DLL sp_ - __ - . • • s n I T. oqz 9 1 i -.Magi r 0 ASPHALT COWPET( Cat SITUM OUS PIANT NW K REPLACE VENT PATCH CONCRETE 1i0110F CIAVNTNPNEUMATIC (�I DEPM PAVEMENT CUTTER 1 M$T0*ASPNIILTPAVEU'ENT 1 EXTRA R4K18 - -iEE _ SE IVXVUS COMPACTED � – _ – _ _ – — _ _ _ _ W IWW COMPMPACTEO CRUTkEDROpCUNLERiS – _ – _ — _ – _ – — _ _ — CAUSMEOROCKUMESS 6MfANAsfdfQ%1lE06r _ _ – _ OTHERbMSEORDEAE08V 1 HE CITY – – -- — _ – – — – – — ` THE CR1Y DEPTHDEIERfiNED BYCRIY TYP ICAL PATCH FOR RIGID PAVEMENT ASPHALT CONCRETE OR 6RTMKr M ".WT UIX REPLALLUM PATC R SAWCUT SAWCUT ISO%CW EXISTNGDEPM EXIST04AS PAVEI M EM1140 04 MAT - - - - - -- 6 !WYl1 CXWACTED = - — _ - _ _ —_ — _ - - - , OTeiERtY.'SE ORDERED er = _ _ _ _ _ - _ _ _ _ S18 at"cow THE Cri -- - - - - -- _ - -_ -_ _ CRUSHEDROCK OTMERN M BY I TYPICAL PATCH FOR FLE)3BLE PAVEMENT NOTES 1. ALL WORK TO CONFORM TO THE CURRENT WSDOT /APWA STANDARD SPECIFICAl IONS FOR ROAD. BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. A MINIMUM OF A ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PAT AND OVERLAYS. II 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE RE IRED !N CASES OF RECENT PAVEMENT OVERLAY, OR AS DIRECTED BY CITY ENGINEER. PAWMEM 1 - 1 ,() O c, P i r � I � flLl'ER FENCE r x 4 WOOD POST'S s1D. OR BETfV% AL T STEEL FENCE POSTS FLIER FABRIC mAmm w WIDE BOLLS USE STAPLES OR MHRE RINGS TO - ATTACH FABRIC TO VW YRMT 70OX OR PRE- APPROM1iEO EQUAL to (I Y X 2' X 14" MARIE FABRIC OR EQIJN Elm BURY BOTTOM OF FuER MATERIAL N 8' — I - --. x if me" I V ' MAMM UI FILTER FABRIC MATERIAL 2 X 2 BY 14ge MIRE FABRIC OR EQW. PROWDE 3/4' X 1.3' WASHED GRAVEL BACKFRL N TRENCH AM ON BOTH SIDES OF FENCE FABRIC ON THE SURFACE REASON: OIlS ARM a� O 0 SYMBOL: CLEAR PLASTIC COVERING STOCKPILES TEMPORARY • SEEDING OF STRIPPED AREAS ANCHOR NEICHTS VHH STAKES SUM WAY BE USED ONLY BETYKEN APRIL T MID .TUNE 30. AND SEP"BER 1 AND OCTOBER 30L r MurnE ••` ' W MAX SOrI EERY AREA STRIPPED AND THEN RIVIORARLY t OR STRAW BALES SEEDED. H EITHER BROADCAST -:. SEEM OR HYDRO SEEDING. v W CONVEY RUNOFF TO APPROVED LOCATION`C �`'�' ���r fr' r� t• .,�_� �..y t T ,'� - t r • } {?• CUT SLOPES • i.�'�• /. ��: {• jL���f�K�� �,�t1fis �t�w��i:,':t1�x {: i.•�: .,. BURY SNEETNG N 4 N. X 6 N. TRENCH A ANCHOR MEKMITS WITH STAKES ';'� O =• •f: �:�'''��? �' `y { NNMUM OF 8 FT. SETBACK FROM TOP OF •�.`�. '/ SLOPE. BACKFU MIN WASHED ROCK MA X CONVEY RUNOFF TO APPROVED LOCAWON. b PROVIDE ENERGY OISWAIM AT 110E MNEN NEH'OEO! \ 10r MAX. TOE N SHEETING N 4 IN. X 6 N. TRENCH A , MIN_ MUM OF 3 FF. SETBACK FROM BOTTOM OF SLOPE. BACKFILL 111H WASHED ROCK. FROM :.:..:_:.... ...:....:.:..:................:::....... ......:._.:... : :.....:....:... _:.........:..:.:.:...:..:.:.. :...::.:.:...�......._.....:_.: : 1NIIRKIESt!i' ::::::= ...... : :::::: _ ::::::::::::::::::.W.. "':_:::::::i::::::: :TABiE•:�:•SEEONG ....................- .................... .,........ .........._........_......._.._ ....... ..............._.........:.._.. NAVE PIOPORlg1S •Y Nt7DR x PURITY I x cuumNON RHp10P (AOROIS 1S ALDA) 1001 92 90 ANRANAL RUE (L0" MLTFLON) 4Ox 98 90 CEWNGS fME KIM RBBRA COiIWTATA) 40x 97 BD WAR DUTCH CLOVER (iRFODUY PEMS) 4001 1 96 SO CONVEY RUNOFF I APPROV L OCAW L "1 1 IMM EDIATE mrom E P ROTECIM TO SILOPES AND T O P ROVIDE .• 3I' V 1 ' \` C I LEQNIES TO AREAS THAT WILD . : SYM BOL: : © d STA STRAW BALE BARRIER STABILIZED CONSTRUCTION ENTRANCE 2. PLACE AND V IEDGE IL OOSE - 7 7 1 1. EXCAVAIE INE TRENCH 4. h OU AND COWACT THE OnVAT `1 L LENGTH AND VM AS NE CESSARY I PR O TECT STAKED & ENTRENCHED STRAW ORE BUM IIIIIRE OR TOE Chi *rf�ti .P�Ii , Pi.. P•` �1� �,y1 I � •� • � 'ire � -• �. • 1 ' PROVIDE 1 :, r •7S r• fi ARER . �2cx'.K �T F�T2ANGE • Luc. c%�i�c/C�. _ •!a/N /l4lZ 4e�!t7 CC- b�4lrfilILGE • Of Zr Fi57dC.E E2o5lOW eXWMO SYSTEYf Ott Td /s J *&1C PAlW 61W G *1t V16 Pa $ tbaP AWr /czmry mar Pkw4w Amgozo-4 Ado SuAc;v "6t4wv77a0 &W#00G 1011i, 01E P&Z,& CGK/srnlJCr /O� E�E5 sWA 1A AS GIP SEASoNA L e t fX77&u I ` � � l7�Ts��_ �l�cv c•v/fr�oL TO /�Isv,�� cvivP� c�anlr,� . N � Aotg al - 1 r;; ' I- MR �►1• AW �. w w i45FWALT . �5HA L L 517 DRAIMAGE PL AN J_= f0 T P 4 s 9 I 0 t ! V # a - I . I GA i Cpr ElUS�l ! PM r LIMIT \ 5lof - i ZdHr / W � NI"64. L 7W G J I q r, , f e x T V ~ d ` I l ,� � Ejc /STiti 1 r . ^ -� 'd501A GT�DrE. �� �■ �� I WL THCOIESS I I I COMPACTED SOL TO PREVENT PFNG STABUZED ACCESS SHALL BE USED N ALL AREAS OF THE SITE NTH VEHICLE TRAFM AND DANK DKXUDW PLANING STWPS OTHER MEATS OF PROYMM STA9UZED ACCESS VIRL BE CONSWERM REASON: V OF S WETT FLOW AND L M00 RA L CHANNEL 0M REASON: T m o = . w oF , ' , m Q wt'R ut TRMISPORIED 0`0 SYMBO SYMBOL: 0 a �f�ow .•es ; I P40W e. 4'P C .yp - 7J32sJ/71/AGE PGAA! Ab7'E6 ✓aria�nl �,dTu�, .,_a_�u�rEO /oe - ' AUG PEF&1[T CEWM Itiami. F/irNrje FAIreJ2A ome ALG c•.A cwa4sw C�h/lAto welAb eanjiumtAcr1w. -ALL Pvc P/irw Sf/AGL opmrpRIL/ TO A5TM D - 3034 - •5OJ23s 6, c,e,f I Izv F Y G/ �✓pE� f/f� /.$ Sll-� � �C. 5 r v tSC GOZ46C7 O el l 1. ,~•• TES' -f �C yJ4 I =b S�C1T5 ,cS/J0 �' � •�7Z'sl iC3G O. �r /, t :lr: - . .. �I TiGh`T!�KED G /SC.Lf�.;�l�� /n670 4MeLlL ::AFf0MAi :�2J•lioc C.o. F�FL�J-- ::�%f -t tt�_:�i:X, - - !N✓TAGG FT4. LI rN� PEsFUUMM OF MJAS ■ t 1 X4MD, XWO VA&AI FYF6, LdIO Pbw O&Ac=.' ee cw IPwa= raTG• Wgm SuF FlCZEW <A 'off M CorA E'5114A Ac'J"'r"W A Y G.eAwYs�NO ss�avio P� /N u74SN�D c7WPr.Er' Ly lv�u�fx.TFie FAAWC .4eCtT rz /N. 4 =.=A Soo 4gP4CZS1 . 047MP_ ca _ OY7 rae� S'rNT[J,.31�/1�GCflsflP.�.EU //5/1v.6P /?XZOmED - ST0 SGwEQ, <amT6u4u,cs►L'tb�eT - l�IOT�'.�iT.�,eY .�' IEINEJe G:1.�.,4J51 -o�uT �ILG � �XT�ItiI�F� TO Fi�etL G�2AOlE Pie P_OwAr -, ~0 It cA9V_C 4-54LIALI $E v1tilolF��ecavND . 7YPC I cared AWN MY VANF.L7Ci.P,ATE lTf e PVG . S= 2'K r - N r • I a a I 1 i I i . a I , _ - - - No foal . of ObVetwes No strgetsra. roodreys, or peetdng teb b olio ono. +��I -�� ', tw1. 6' or noel.. .. :..:::: :•:.::•. .: •'.:: •. / -- x *s �� - - -- •. / Free —d/a ag back ft n{in.eY r sD s 0 OMA to �2 lo . 7 ' , �• Stable tut fore in native nlote.ral dloeneter tf 4dwd grove% ; mm. B Corer Orer PrPe: I min. 2' gravel under ppe. 1Y {ride. -- 4 - - -- -- ewdwd to I 1 WOW 6 ere. &d. f'YC. Sm as pps /111lSFrro u273 /wrn 3034: ce tsoan• • —�— AI 1x oonunuw s a%" to outlet Ww vnped In 1 ' to 0~ t Aipe rihr robiiciYwii or evu�►•3 - • t#p OT tlndieturbed aoi ors . I h loll I I I N1 ■ ills lilies H11tlIlef1111111 F1) 1u luR1i1111 Unu 1 �= 1 111" �t•1 1 1111111111111111111[111111 11111111111i{11U11l NIe11111111I71l1l1/ 11111 I11{1u"M1[1111loll 1111111{111111R1klUN[ / w I rrie �,w 1• >. o. t»n aal .. lw �s uw w wilt w sw l�l w iw w nw l• tw w s w �s i twl wt wl D I � � � � `` ■ �w w w lw uw s l� w w wl ns � wl e� � Iw lw i ell ! sir s1t1t llw � Iw I �Iw wl nlr w� wR�lw � lrel w w� ■ i elf i R i l• � r t>� iw r eeR e1• e� �. � � i ew ell A � e1 � e� i 1• 1• i eel eel e� i lr � i l• ilk � eeel = i et• i w �� 1 � � w itw to w Ilw wuw �� w i w ttltl tla<t1 >! ws tam f>1 tip !• tiitii l�i� r cwt on n j � ` s�,..��...r - � r ■ rll wt ■rte w Ilw ws t� tar ■rwnl IRtw>• e1R w[ I =>r� � ��-,. � g aaia�lta v r. wwt� Iw >s� - �_ Ba ewr e>i K 1� i 1 er» velar eea 1. a� �>� �>. �s tgt! �r 1rr>ss=a>s= i a arm sa w.�� a iaw11 lira �r>• nw �,. NA wIf1R71e11 rr ulll •el n�. �� _�. � .� Ci • A A O O polp Op IFINNILMCKJOU ANIL / J r � { ■�■�■� � �� �� ■■l■�N Iii >. � I�■i I I 1 ♦ 1 I .• � 7 h t { I , I � ' / � ��1� = !Ir 11- linlli t[EtZ1111t1I1 111111 t1t11 14UIIIrtfllll - � wss wl tab � t�1��3t1 f e 4 • e i ma 2 ®® -. e" ® ® ®m ®®M J = ■■■®= s f mmmmm 4 a ■ = _1 • _ =MMMMM© 5320 5 /H- 'Sono n fZ / 40b . 5LO 5110 zoo 4 Fix 53219 .+�• 110 s � 5to 5 l?A a Ir a To ON- &M 1 , 1 4001 / I IV • • /fo HAU. I i I� „ - P ' • ' 9 r nr. AM MEN== rw -"W '� " = 2 � Nrt3 • R 5320 � • f• /� � 1 ( � l l nm mmmm==��� i N f Sp IF roc" aN '�t�4S ! �6- i a PO WCWTM 1 . - 1 1 r o z x " 1 ,VV(�s Y• 0 o re 1N o - a r � a a • CD I ; 0 Ll 2 ! oo�j • s /N 5220 s f 5120 4 a �{o ! s FIX 5320 5 /H- 'Sono n fZ / 40b . 5LO 5110 zoo 4 Fix 53219 .+�• 110 s � 5to 5 l?A a Ir a To ON- &M 1 , 1 4001 / I IV • • /fo HAU. I i I� „ - P ' • ' 9 r nr. AM rw -"W '� " = 2 � Nrt3 • R 5320 � • f• /� � 1 ( � l l N f Sp IF roc" aN '�t�4S ! �6- i a PO WCWTM 1 . - 1 1 r o z x " 1 ,VV(�s Y• 0 o re 1N o - a r � a a • CD I ; 0 Ll - 11111N I ri • C ga 40 0 w e , I , I I 1 , I I i f ' fm J i I , IIJ i I I I f C s I I . o 1 I r ' I I I � r 1 I I � I• I I t _ -... I , I • I . I I ' I I � I I I , i 1 1 I I I. I I , 1 . I V ., r• y V� , t� GP ARCHrMCMRAL DSS[GN A CONS'PRUMON PK. IMG P. 0. 80X. 4381 KUW WA. PHONB / FAX 253.7%-0339 O. Q . 0 , PROJECT PLAN I .I i I I i I I , I.. 1 i 0 r ELECTRICAL NOTES ALL SWITCHES, OUTLETS, ENVIRONMENTAL CONTROLS SHALL BE MOUNTED NOT LESS THAN 15" AND NOT MORE THAN 48" ABOVE FLOOR. ELECTRICAL CONTRACTOR WILL INSTALL TIM ROUGH IN AND FINISHIED TRIM AS PER ELECTRIC CODE AND IN COMPLIANCE WITH STATE AND LOCAL CODE ELECTRIC WIRING SERVICES aA'0004409*18 PANEL PROVIDE (1) 2 IR" SCHEDULED 80 PVC CONDUIT FOR ELECTRICAL SERVICE AND (I) 5/8" x 8' LONG GALVANIZED ROD FOR ELECTRICAL GROUNDING. SMOKE DETECTORS TO BE WIRE TO THE HOUSE WITH BATTERY BACK UP. VERIFY ALL SWITCHES AND OUTLETS HEIGHTS ABOVE CABINETS TO BE CLEAR FOR BACK SPLASH ELECTRIC OUTLET BOXES IN PARTY WALLS TO BE STAGGERED A DISTANCE OF 24" FROM OPPOSITE SIDE OF THE WALL o� aLLf- 4 F I R S T L E V E L . -- 1 144 =flow Ag.IA" • r4, 3M T, 2/jof. LEVEL 1824 0! -fr Ta rim cA&,kv Af&A Q4 94 :fa- Ft 6AeA(p 6 4 340 --14' 17 t Ll 4 !' 9 1 i i i w t r I t i i i �1 Lo f ' roar I i ELECTRICAL SYMBOI S V . 0. o . INCANDESCENT WALL C+ A r -- INCANDESCENT RECESSED Z O N n DUPLEX OUTLET $ DUPLEX OUTLET W/ ONE SIDE SWITCH -& . p DUPLEX OUTLET WATERPROOF �Gt:t DUPLEX OUTLET GRND. FAULT INTER ® SPECIAL OUTLET 220V TAIL V O a 10- SWITCH ONE POLE NA SWITCH 3 WAY ` P w SWITCH WATER PROOF Z 3 �- FAN LIGHT ® FAN HEAT - FAN LIGHT HEAT d x � THERMOSTAT 0 Y Q SMOKE DETECTORS 110V /-BA•ITEWES y � X C TV CHIME - BOTTOM a ow hi C . � —I 9 1 i i i w t r I t i i i �1 Lo f ' roar I i ELECTRICAL SYMBOI S - } INCANDESCENT CEI ANG - INCANDESCENT WALL INCANDESCENT PULL CHAIN -- INCANDESCENT RECESSED INCANDESCENT SPOT DUPLEX OUTLET $ DUPLEX OUTLET W/ ONE SIDE SWITCH -& . p DUPLEX OUTLET WATERPROOF �Gt:t DUPLEX OUTLET GRND. FAULT INTER ® SPECIAL OUTLET 220V TAIL 30 SPECIAL OUTLET 220V PLUG 10- SWITCH ONE POLE NA SWITCH 3 WAY ` P w SWITCH WATER PROOF FAN �- FAN LIGHT ® FAN HEAT - FAN LIGHT HEAT d JUNCTION BOX THERMOSTAT 0 WHOLE HOUSE FAN , Q SMOKE DETECTORS 110V /-BA•ITEWES PHONE TV CHIME - BOTTOM I H IP L m- SECURITY NOTES BUILDING ENTRANICE DOORS, INCLUDING GARAGE SHALL BE CAPABLE OF LOCKING AND SHALL BE EQUIPPED WITH A DEAD LATCH WITH AT LEAST j IW THROW WHICH PENETRATE THE STRICKER NOT LESS THAN 114", EXCEPT WHEN GARAGE IS EQUIPPED WITH ELECTRICAL REMOTE CONTROL. r EVERY ENTRANCE DOOR SHALL HAVE A DEAD BOLT OR A DEAD LATCH AND SHALT. HAVE A VISIM OBSERVATION FORT OR GLASS SIDE LIGHT. OBSERVATION PORT TO BE INSTALLED A NO MORE THAN 6V FROM ! FINISHED FLOOR- -DEAD BOLTS OR OTHER LOCKING DEVICES SHALL BE PROVIDED ON ALL SLIDING DOORS AND OPENABLE WINDOWS, AND INACCESSIBLE FROM .- OUTSIDE. ' r RECENP PERmceim 0 �2`d L ow j 14 8" 4'-2 5 !�0' i •�D� -d j Ll � w I 'Aft I i .i i ELECTRICAL SYMBOLS -�- INCANDESCENT CE FIING INCANDESCENT WALL - INCANDESCENT PULL CHAIN -�} INCANDESCENT RECESSED ( INCANDESCENT SPOT $ DUPLEX OUTLET $ DUPLEX OUTLET W/ ONE SIDE SWITCH t&W P DUPLEX OUTLET WATER PROOF DUPLEX OUTLET GRND. FAULT INTER. SPECIAL OUTLET 220V TAIL SPECIAL OUTLET 220V PLUG - SWITCH ONE POLE �I SWITCH 3 WAY SWITCH WATER PROOF FAN -d- FAN LIGHT FAN HEAT -- FAN LIGHT HEAT d JUNCTION BOX O THERMOSTAT - @ WHOLE HOUSE FAN Q SMOKE DETECTORS I IOV - BATMUES N PHONE TV -�+- - d cHum - BOTTOM s k i i I i I 1 I 0 a o Z O a t� ' z 0 r aV OF tuKINAA t m •� PEMTCENIV .� . - o 7 I i —.dAA SEC 0 N Q LEVEL __ ,_ , . _ - - V1LAI!.�.. _ Aig eA 8 /g2¢. � _ ?_ FT - _ - . - s y r e i N ' r 1 S --(2) 2 X HF #2 5105 REQV , HT11f° �' I 50'.0 ALL- THREAD ROD S.E.T. EPO)(Y GROUT PER idANUFACLURES RECOMENDATION P.T. MUD CALL • 4 �p i a PETAIL G aVe f • r 1 a A i ON014 = oUlJDA 4 YGN/ - --- R 2 ! BA /Mau tie P1. Y1. a case . ell Q 2.xP!- rp..l5T P /Pl�4N. _ _5 /WrYPe "x" 4:;We @ ALL COw'lMON �l/ALLS / , - L /Vi #G 4 ARAGE E R JO 0�77 /A1/M-- rDT CONC. WALL. 6Z -D AAA A0JeJc v9,dfioME; �G.GT /Olt E Ex72p ;, aaw r p cowme 4 W- 11 I H1 J. ST14D14• "r -con , :;•:� �g'• �,r. For. eOAk. WA-(- w� 4 � Wdr @?IaP. i -- - Al-7991 MACS pAN&. i FOUNDATION NOTES 4 * MA 1 : 5LAZ 5 Oleo M/L Ya "GaaNuLAR rX FOUNDATION DESIGN IS BASED ON THE RECOMMENDATION IN THE -19C - FOUNDATION WORK SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER L . N II N ALL FOOTINGS TO BEAR ON UNDISTURBED GROUND, A MIN.. IV BELOW FINISHED GRADE f `_ . .4 —�- -- - -- - , SOIL BEARING 2000 PSF �E E r i � � 11 FLUID PRESSURES: ACTIVE 50 PSF PASSIVE 200 PSF % eA62 OtAGE II 'i op ALL REINFORCING STEEL. SHALL CONFORM TO AS'IM A615 GRADE 40 � V r AND LAP COL. AND WALLS WITH 32 DI4WMRS ALL OTHER 24 DIAMETERS. 7�� O`- ' ` jf/!NI!/• i .SPLICES AT TENSION REGIONS SHALL NOIT BE PERMIT? . I V_ FOR ANCHOR BOLTS USE 51V x 10' ,A307 WITH 7' MIN. EMBEDMEYf. - a A t �r ALL CONCRETE SHALL. BE REGULAR WEIGHT HARD ROCKTYPE ( ISOI / CF). --� V '� G•% %/E @ AGGREGATES SHALL CONFORM TO ASTM C33 WITH PROVEN SHRINKAGE NAe/Z. X i� OF LESS THAN 0.05 % s i 32`O• Nft I! s 'W0100 7b 2¢f)(24a>wv ' • PaD YP. ). CEMENT SHALL CONFORM TO AS1M 650, TYPE I, CSA NORMAL �I t II MAXIMUM SLUMP SHALL NOT EXCEED C I I /l�l8�x 3�¢ T ✓/ ' 23 � l!o''O.G . � a E I r �i � N it L MI NIM[UM CONCRETE COVERAGE OF RERJFORCING `' • ° . . = oUlJDA 4 YGN/ - --- R 2 ! BA /Mau tie P1. Y1. a case . ell Q 2.xP!- rp..l5T P /Pl�4N. _ _5 /WrYPe "x" 4:;We @ ALL COw'lMON �l/ALLS / , - L /Vi #G 4 ARAGE E R JO 0�77 /A1/M-- rDT CONC. WALL. 6Z -D AAA A0JeJc v9,dfioME; �G.GT /Olt E Ex72p ;, aaw r p cowme 4 W- 11 I H1 J. ST14D14• "r -con , :;•:� �g'• �,r. For. eOAk. WA-(- w� 4 � Wdr @?IaP. i -- - Al-7991 MACS pAN&. i FOUNDATION NOTES 4 * MA 1 : 5LAZ 5 Oleo M/L Ya "GaaNuLAR rX FOUNDATION DESIGN IS BASED ON THE RECOMMENDATION IN THE -19C - FOUNDATION WORK SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER L . ALL FOOTINGS TO BEAR ON UNDISTURBED GROUND, A MIN.. IV BELOW FINISHED GRADE f AND V ABOVE FINISHED GRADE. . FOUNDATION DESIGN VALUES: —�- -- - -- - , SOIL BEARING 2000 PSF �E E r i � FLUID PRESSURES: ACTIVE 50 PSF PASSIVE 200 PSF % eA62 OtAGE ALL REINFORCING STEEL. SHALL CONFORM TO AS'IM A615 GRADE 40 AND LAP COL. AND WALLS WITH 32 DI4WMRS ALL OTHER 24 DIAMETERS. 7�� O`- ' ` jf/!NI!/• i .SPLICES AT TENSION REGIONS SHALL NOIT BE PERMIT? . FOR ANCHOR BOLTS USE 51V x 10' ,A307 WITH 7' MIN. EMBEDMEYf. - w xx x 3" waSjAe lr.. ALL CONCRETE SHALL. BE REGULAR WEIGHT HARD ROCKTYPE ( ISOI / CF). '� G•% %/E @ AGGREGATES SHALL CONFORM TO ASTM C33 WITH PROVEN SHRINKAGE NAe/Z. OF LESS THAN 0.05 % 32`O• CONI CR1;'I_E COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 2500 PSI. � CEMENT SHALL CONFORM TO AS1M 650, TYPE I, CSA NORMAL MAXIMUM SLUMP SHALL NOT EXCEED C CONCRETE SHALL. BE MAINTAINED IN A MOIST CONDITIONS FOR SPAYS. MI NIM[UM CONCRETE COVERAGE OF RERJFORCING `' • ° . r ap tw l �� O ' EXTERIOR WALL., NOT EXPOSED TO WEATHER = � ivo� EXPOSED TO EARTH OR WEATHER 7rD GIE RISE T�t4K ' v ' CONCRETE CAST' AGAINST GROUND OF WA 71ljGtA6S% 3• WHERE SPECIAL INSPECTION IS NOT REQUIRED i IIiiiiiiIIIIiiiiiiIII.,CONCREIE SHALL HAVE A MIN. CEMENT' CONTENT OF 5 % �� LC I< � L SACKS PER CUBIC YARD OF CONC. AND A MAX. OF 6 g WATER PER SACK . - • - . _ I i VAPOR BARRIER UNDER SLAB SHALL BE 6 MIL.. POLY MEWRANES WITH I2' OVERLAPPED AT JOINTS. SLAB FINISHES FOR BUILDING (STEEL TROWELED) AND BROOM FINISHED ON PATIOS AND SIDEWALKS. ' BLACK OUT STEM WALLS FOR DOORS, HVAC, ETC. AS REQUIRED. PROVIDE I4 x V FOUND VENT W/ U4 CORROSION RESISTANCE WM @ CRAWL SPACE C94WL SPACE VEWIi- Ar,10AI , LK1 wz: 61mca Am'A : 2438 eater. YOMPIA77aV OeM • : 94M /. 150 = Ab 90 Fr- o55_g' x l 4' fovhlDATtoN VEN_T5. = cM7 9 P..FF MEW- lW v1jroW = Cp t /I- = /8 '14.F7. r • A/1/C/r012,�/ j5e° !1'..� �8 �Ga' S�- D'O.G , U�IGE�fi�C�l►>�2�lJl.�r. CM TL1KMA iU 1\ PEWTC8aER FLOOR TRUSS NOTES TRL3.3 (73I) SNAL.L. BE DESIGN BY THE FABRICATOR TO FFr DUDISIONS AND L JL 6 LNINCAT€D ON TIC PLANS DRAWINGS SHALL BE STAWED Aim SH24ED BY A E G IEF,R DRAVIQGS SHALL BE ON SITE FM FRl1ME DiSPE(,'TMM- ° I� .�.rr s • Nl- - - -- -: o ' a _ Z � � h o r �7 Q UG w . lft�{ {• ` 1 �1 CD ! ! C3 E! r 6 -2- / W AHIeEe 7lledlO& OICA i✓c 0✓ae 2x66/od c.- j 1 ?A Ti?EA?7 ��- T7 ITI ,l 1� _ 4 * MA 1 : 5LAZ 5 Oleo M/L Ya "GaaNuLAR rX ... ,. L . op r • A/1/C/r012,�/ j5e° !1'..� �8 �Ga' S�- D'O.G , U�IGE�fi�C�l►>�2�lJl.�r. CM TL1KMA iU 1\ PEWTC8aER FLOOR TRUSS NOTES TRL3.3 (73I) SNAL.L. BE DESIGN BY THE FABRICATOR TO FFr DUDISIONS AND L JL 6 LNINCAT€D ON TIC PLANS DRAWINGS SHALL BE STAWED Aim SH24ED BY A E G IEF,R DRAVIQGS SHALL BE ON SITE FM FRl1ME DiSPE(,'TMM- ° I� .�.rr s • Nl- - - -- -: o ' a _ Z � � h o r �7 Q UG w . lft�{ {• ` 1 �1 CD ! ! C3 E! r 6 -2- / W AHIeEe 7lledlO& OICA i✓c 0✓ae 2x66/od c.- j 1 ?A Ti?EA?7 ��- T7 ITI ,l 1� a'-O' MAX. /—TOP PLATE 2- 16ds12`0G. MAX. a SPLICE TYPICAL. GHORDISTWT I S GO EGTIO — SPL it TJ! JOIST TIMBER STRAND BLOCK — (3) Bd TOENAILS 0 EACH BLOCK - SHEAR WALL -, DETAIL E AM PER PIM • 8d D 6' O.G. ( E)(TERlm WALL l' IN 0 24 OG. DETAILL • i� d Cale" O.G. ; LOCATE h9EATHIAy 1�IM JOINT - e GaMKOW JoIS'f. r M�M�ER. - 9. m 4 � LA r'ERAL RESMAIN. PANEL ._- -- - - - -- - - - - -- -- �I2 /LSrfkXlLh/tib'l PJ�LLI6t�'' -� — - , I Tf,/AN 3 A p 1 W ;f?,aQ 5TsU2 W/v"! I &-- rVW,",DRAIL m w,U- . 44GLF�#2(TYP�. .• I Ll ,4 I I R i f f 4 4_N1IVG _2nd. t • -2 . t yt1 U57�l25 P /ul9�c. " 2xL,E'oe�E2 IL lV n I B�ELai�/ fa�"iA/Q✓ N T�e�An x FlRE f)WA ICX@ HAV) , N $C A&$ bI") � �Tv✓�r/5Tuo5 pY.y�nep SGi2Ey�I�c,LU�,D .TO Cs!!rR /AGE 2.1c KXX F>L4TE - 00, �.- ` . a pE�TES fQC GIB (- ri �T EIS!• w/�L.C. A8Y � I N J v z 3 loX8 NG� • &x8 N D2 . o t..a40 xo . X044 xo hfP14f102 LEF - r 3 �G !�� �C• Ilk se w � F WW j f Fes.` r2' O.G oftselare wswr s la&Y) . 7a - Ut..1sr. 4C 9v = l& IceID a 5 G. DETAIL F s• i f ww" ERAi4�NG , - wlsdAmlloa 3 O.G. W.W. i =2 -2xlo 57th �OIE�f�FNt75. i =E�i� � ✓vinf�. I �f �lhl hbrs�w�! � I wAV4 � /1iC. AQr Cam' . WAU. cow V ft _ Vb PROVIDE s 6LOCgM AW C516 � � • �� + � STRAP FULL. a 0[ SH OF 3 .� 5!LF/tiR WALL LENGTH. �? AM CS36 STRAP FULL 9 oF SNEAK WALL s �} n05 W EN9 _ LENGTH. ` o i IFROVIVE OEHW CS16 ! 5 TH T1?'. receNo - �% j l c:j ��. i a Lii�3 9 S 6 'MMA - I 0 f i 0 9 II 1 I 82 loe, G sl 1 . 1 p ro Q I M 41Z7 mmmmmmmm� 1 Ef O A 150' G9/t V&04 MWW V 0 .• Q N /O�-O A. f i 210" 4!c GSIb 7►h �� oe— F i. k�, cs /6 To ret," 9WZ40 t j aK t�. X �• O I N r' Cs* To J01"A tau . _ o d V 01 " TO w.act mow Vac.[. A56iow N ` ` Y � V f _ �4• p C-3 Q \; It ;%'0r TRvsy CNio�. Pr o- a U IM ,4 N Igi ROOF PLAID 15i�lg 11 114 7b Ri �eLcorsC cst� . !4' bow T ' I • 6 r 9 J i r' ROOF TRUSS NOTES TRUSSES SHALL BE DESIGN BY THE FABRICATOR TO FIT DIAMNSIONS AND LOADS INDICATED IN THE PLANS. ROOF TRUSS DRAWINGS SHALL BE STAMPED AND SIGNED BY A REGISTER ENGINEER DRAWINGS SHALL BE ON SITE FOR FRAMING INSPECTION CONTRACTOR SHALL VERIFY EXACT SPAN PRIOR TO FABRICATION ERECT AND INSTALLED TRUSSES IN ACCORDANCE WITH FABRICATOR SPEC. TRUSS BOTTOM CHORD SHALL BE HELD AWAY FROM NON BEARING WALLS LATERAL AND DIAGONAL BRACING PER TRUSS PLATE INSTITUTE RECOA+I 4ENDATION NO TRUSS SHALL BE MODIFIED WITHOUT PRIOR CONSENT OF TRUSS ENGINEER AND THE BUILDING DEPARTMENT: :70?LLL 5r� !hl• 'Gtv��2E'a► MA2 W X 144116p 10.0 00 - Mt. /.58 40F OF' =AVG @ 4.7 W.W. PIZ. -f. 743 yld. ¢¢ G,/F• of 81400 VEWT: @ /Z old R1.4•F 528 I e, 4Za0F ✓Ac4d -v @ 64 9m.1d. EA. /f�OTE� P/Qq!/Q @ Af- LA1PYW- , 7 ,Fl2S AVV �ieL�RST�. o- - _ z o v 3 J V S AU- 6M5� wau45 To Zw PI - - t o N V o CAY WAA i ' _ 1 I I PEFMCEUM . i f . 4 � U U f _ �4• p C-3 Q \; It ;%'0r TRvsy CNio�. Pr o- a U IM ,4 N Igi ROOF PLAID 15i�lg 11 114 7b Ri �eLcorsC cst� . !4' bow T ' I • 6 r 9 J i r' ROOF TRUSS NOTES TRUSSES SHALL BE DESIGN BY THE FABRICATOR TO FIT DIAMNSIONS AND LOADS INDICATED IN THE PLANS. ROOF TRUSS DRAWINGS SHALL BE STAMPED AND SIGNED BY A REGISTER ENGINEER DRAWINGS SHALL BE ON SITE FOR FRAMING INSPECTION CONTRACTOR SHALL VERIFY EXACT SPAN PRIOR TO FABRICATION ERECT AND INSTALLED TRUSSES IN ACCORDANCE WITH FABRICATOR SPEC. TRUSS BOTTOM CHORD SHALL BE HELD AWAY FROM NON BEARING WALLS LATERAL AND DIAGONAL BRACING PER TRUSS PLATE INSTITUTE RECOA+I 4ENDATION NO TRUSS SHALL BE MODIFIED WITHOUT PRIOR CONSENT OF TRUSS ENGINEER AND THE BUILDING DEPARTMENT: :70?LLL 5r� !hl• 'Gtv��2E'a► MA2 W X 144116p 10.0 00 - Mt. /.58 40F OF' =AVG @ 4.7 W.W. PIZ. -f. 743 yld. ¢¢ G,/F• of 81400 VEWT: @ /Z old R1.4•F 528 I e, 4Za0F ✓Ac4d -v @ 64 9m.1d. EA. /f�OTE� P/Qq!/Q @ Af- LA1PYW- , 7 ,Fl2S AVV �ieL�RST�. o- - _ z o v 3 J V S AU- 6M5� wau45 To Zw PI - - t o N V o CAY WAA i ' _ 1 I I PEFMCEUM . i f . 4 r • 484 W// do WPA ieAr/e W. 9XAXW. ty/i�Ilfro 9C+�t,6 9AP.hrN79ii. '` 4 x FA950 A 74 X 2 Ti21M. r / R IM. .ti 2x 07H. PL. l2/m 00 a.¢c) ? /inept /:*TRAM 2,c The PC.. •�4 x T l�t/M Z45 . PANH 1AftX. W1A1V0W, CM gA%.q l0'fAID. a1 Z94 -Pr. sic- - g 1 •- �^ j2000C- PAe OVAe ISJIOL U PAre 1-1 Y *)W9:rF, 4W AW Wr. T7�� W 1R•a8 owwov wax . AND 5/8 "4W.8.4e CGG. I !A!W!A .ti 2x 07H. PL. l2/m 00 a.¢c) ? /inept /:*TRAM 2,c The PC.. •�4 x T l�t/M Z45 . PANH 1AftX. W1A1V0W, CM gA%.q l0'fAID. a1 Z94 -Pr. sic- - W 6 p0L. PAMS 1AC?t14- WiMC0W 9LO 4/ FAFRAMA M d.G. 5 1A(Wj.. 3. 1WIV $rt r4fG, 51oiMa I�i2 fs<.6v. TAWV O5B ail A&47W /NIL. *240C-0 0WA70 0 10 0.G, Q 211 As4775 f& Vat- OR VWA r 4j 9 cPAO -. . �/4' �.Ywo z•�G Q -ze5 DArrS 013vG. --.-- .j jf A-a > 5° 0 -c . 17 MIrN. F.�?R � W//4:' i �',c V wr Zal-5 -- M . . Q WIAI -r- 9WjVat5. 6 M/I VAAW get AplaL r 4(WT�MSCAWIP :rtw(.. FRAMING NOTES h'RAMING CONTRACTORS SHALL WORK IN CONFORMANCE. TO ALL WIS11A / OSHA RULES AND * REGULATIONS. POSITIVELY NO WORK MAY BE SUBCONTRACTED TO OUTSIDE FRAMING CREWS WITHO(JT PRIOR WRITTEN PERMISSION FROM: EACH JOB TO LEFT iN A BROOM SWEPT CONDITION AT THE END OF EACIT DAY. SAFETY HANDRAILS, WHERE REQ., MUST BE INSTALLED AND MAINTAINED AT ALL TIMES. FRAMING CONTRAC'TOR'S WRITTEN COMPANY SAFETY PROGRAM MUST BE SUBMITED PRIOR TO CO,%RAENCING WORK. SUBCONTRACTOR SHALL WORK - WITH SUPERINTENDED TO CORRECT ANDCOMPLETE LUMBER PACKAGE. -24 HR NOTICE MUST BE GIVEN TO THE JOB SUPERINTENDED TO REPLACE MISSING MATERIAL OR TO ADD MATERIAL TO THE LUMBER LIST. EXCESS MATERIAL THAT CAN NOT - BE USE FOR BLOCKING, SHIMMING, FTC. AND OTHER DEBRIS AS MAY BE :CREATED BY THE WORK SHALL BE PLACE IN DESIGNATED TRASH AREA. DOUGLAS FIR AND HEM FIR GRADED IN ACORDANCE WTIH WEST COAST LUMBER INSPECTION RULE 816. 4x, 6x, BEAMS AND POSTS: DF Lit, Fir 95 PSI, Fb= 1200 PSI JOISTS. HEM FIR 82, Fb= 1075 PSI. HEADERS: DF 8 I STUDS: HEM FIR STUD GRADE OR BETTER LOADING: ROOF: 15 PSF DEAD LOAD + 25 PSF LIVE LOAD =40 psf FLOOR: 10 PSF DEAD LOAD + 40 PSF LIVE LOAD =50 psf CEILING: S PSF DEAD LOAD + 10 PSF LiVE LOAD =15 psf DECK: S PSF DEAD LOAD + 60 PSF LIVE LOAD =65 psf iNT. PARTITIONS: = 7 psf EXT. PARTITIONS: =10 psr GUARDRAILS A TOP OF RAIL = 20 psf ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE TREATED, WITH 1/2" AIR SPACE MIN. AT TOP, SIDES AND ENDS. DECKS EXPOSED TO WEATHER. PRESRVATIVE TREATED. MAXMJN MOISTURE CONTENT NOT TO EXCEED 16% PROVIDE WASHERS AND NUTS FOR ALL BOLTS. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS 1 1I6 ". ALL SILL PL. BOLTED TO FOUNDATION WITH O.C. INDIVIDUAL MEMBERS. OF BUILT - UP BEAMS SHALL BE ATTACHED WITH 16d NAILS AT 12" O.C., STAGGERED. PROVIDE CONTINUOS SOLID BLOCKING AT MID HEIGHT OF ALL STUDS WALL OVER 8' IN HEIGHT, ALL POST OVER .4' NEED BRACING s ' NAILING SHALL CONFORM TO TABLE R. e. or.3Ci-) ALL EXTERIOR AND RITERIOR WALLS SHALL BE EFFECTIVELY AND THOROUGHLY BRACED. FIRESTPOPING AND DRAT' TST TOPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENING ( VERTICAL OR HORIZONTAL). GLUE4 AM: DOUGLAS FIR4 ARSH COMBINATION GRADE 24F I V4, DF I DF, Fb= 2400 PSI. BEAMS TO LAID UP IN AN APPROVED WATER RESISTANCE GLUE. GLUE4 AM SHALL BE OBTAINED FROM AN APPROVED FABRICATOR USE APPROVED CONNECTOR FOR CONSTRUCT ION ( SIMMN OR EQUAL ) FASTENER SCHEDULE FOR STRUCTURAL h IRWERS TABLE R fe=e 3 (1) JOIST TO SILL OR GIRDER, TOE NAIL 34 I" X 6" SUB - FLOOR OR LESS 2 -3d 2" SUB FLOOR TO JOIST OR GIRDER 2 -16d SOLE PLATE TO JOIST OR BLKG., FACE NAIL 16d @ I6" O.C. TOP OR SOLE PLATE TO STUD, END NAIL 2 -16d STUD TO SOLE PLATE, TOE NAIL 3-8d OR 2 -16d DOUBLE S'EUDS, FACE NAIL 10d DOUBLE TOP PLATES, FACE NAIL Iod SOLE PLATE TO JOIST OR BLKG. AT BRACE WALL PANEL.._ 3-16d DBL TOP PL., MIN. 24" OFFSET END JOINTS FACE NAIL 8-16d BLOCKING BETWEEN JOISTS I RAFTER TO TOP PL., TOE NAR.3 -8d REM JOIST TO TOP PI, TOP NAIL 8d TOP PLATES, LAPS AT CORN. / lrrIERSECI'.. FACE NAIL 2-1&' BUILT -UP HDR, TWO PIECES W1 H- SPACER 16d a@ 16 "o c. @ EDGE CONTINUED HEAma. TOW PIECES 16d@ 16"o e. @ EDGE CE UiNG JOIST'S TO PLATE, TOE NAIL 3.8d COh TINUOUS HEADER TO STUD, TOE NAiL 4 CE FLING JOIST, LAPS OVER PARTITIONS, FACE NAIL 3-104 CEILING JOIST TO P. 6 •RAI.J El RAFTERS, FACE NAiL 3-104 RAFTER TO PLATE, TOE NAiL 2 -16d I - BRACE TO EACH STUD AND PJAT1y FACE NAIL 241d BUILT -UP COILNER STUDS led @ 24" o.c 2 PLA NKS 2 - Dr @ e1 BFARJ WOO STRI:CnAM- PANU-S, FLOW ROOF AND WALL SHEATH M. TO FRAMT, tG SUB - FLOOR, WALL ...- 6d COMMM 0 6- o c EDGES or ih TU'RmumATE ROO!' - ad comoON @ 6•' o c EDGES 12" 1NTwiATE I WALLS FRAMING WALLS SHALL HAVE A SINGLE BTM. PL. AND A DBL. TOP PL. END NAIL TOP PL. TO EA. STUD WITH 2 -16d NAILS AND TOENAIL OR END NAIL EA. STUD TO BTM. PL. WiTH 2 -16d NAILS.; FACE NAIL DBL. TOP PL. WITH 16d tLi►' 12" O.C. AND LAP A PAN. 4' AT JOINTS AND PROVIDE 16d Q •I" O. C. CORNER POSTS SHALL BE CONSTRUCTED OF NOT LESS THAN 3 STUDS NAILED TOGETHER TO FORM A SINGLE UNIT AND SET SO AS TO RECEIVE INTERIOR FINISH PER PLAN. NAiL BTM. PL. FROM STUD WALT- ABV. TO WOOD FRAMING BELLOW WITH 16d AT 12 O. C. BUILT -UP POST SHALL BE NAIL TO EACH OTHER WiTH 16d @ 12" O.C. STAG. INSTALL ALL Sinha LNG AT MIN. SPACE AND JOINTS WHERE NECESSARY TO LEVEL THE SILL PL. OR PONY WALL UP TO 114 + / - -. WHEN INSTALLING THE SiL.L THE BUILDING SHALL BE SQ. TO A 114' -t /- 518" x 8" L.P. SIDING OVER 7/16' X C X V OSB. (EXPOSURE 1) 158 BUILDING PAPER EXTERIOR BEARING WALLS 2 x 6 x 16" O.C. INTERIOR BEARING WALLS 2 x 4 x IV O.C. INSTALL FIRE BLACKING A BATHTUB. INSTALL 2 x 4 VERTICAL AT EACH END OF TUB FOR BACKING INSTALL BLOCKING @ 48" FROM FLOOR FOR TOWEL BAR INSTALL. BLACKING @ T FOR UPPER CABINETS. ANY CRIPPLE. WALL LESS T 14' SHALL BE SOLID. RISE AT STAIRS SHALL BB- MAX. AND RUN SHALT. BE I IV MIN.STAIRS SHALL NOT HAVE A CORNER RUN LESS THAN 6" WHEN WINDING. ALL STAIRS SHALL RECIVEI) PERMANENTS 'TREADS THAT MEET SAFETY REQUIREMENTS. INSTALLATION WELL BE PERFORMED BY THE FRAMER STAIRS TREADS TO BE GLUED AND NAILED. FIRE BLOCKING STAIRS AT MID. POINT BETWEEN STRINGERS AND ACROSS BETWEEN STUDS. VARIATION BETWEEN RISE AND RUN SHALL BE 3116" MAX. HANDRAIL.. 36" ABV. NOSING OF TREAD. HANDRAIL SHALL BE 1 1/2" PROJECTING FROM WALLS. OPEN STAIRS RAILING SHALL HAVE iN ERMiDIATE RAILS cQ 4 O.C. USABLE SPACE UNDER STAIRS SHALL BE PROTECTED WITH ONE HOUR FiRE RESISTANCE CONSTRUCTION. .r A s a FLOOR FRAMING ONLY GALVANIZED NAILS OR SCREW ALLOW IN FLOOR SYSTEM. 3/4" x 4' x V T&G. PLYWOOD ( INDEX 32116 )INSTALLED WITH THE FACE GRAiN TO THE JOIST AND THE JOINTS TO BE STAGGERED. SUPPORT AREAS WHERE CUTS OUT HAS BEEN MADE. 2 x 10 FLOOR JOIST ITEM FIR 112, NAIL WITH 3 -16d TOENAIL @ PL. DOUBLE FLOOR JOIST UNDER ALL PARALLEL BEARING WALLS PROVIDE SOLID BLOCKING FOR WOOD COLUMN THROUGH FLOORS TO SOPPORT BELLOW SOLID BLOCKING @ FLOOR JOIST OVER BEARING WALLS HOLES BORED iN JOISTS SHALL NOT EXCEED 2" FROM TOP OR BIM. HATCHS ON JOISTS SHALL NOT EXCEED ONE FOURTH OF JOIST DEPTH. JOISTS SHALL HAVE A BEARING OF i 112" MIN. ON WOOD OR METAL AND NOT LESS THAN 3" ON MASONRY. JOISTS FROM OPPOSITE SIDES SHAiJ. BE LAPPED 3" MIN, NAIL W/ 3 -16d NAiL ALL MULTY - JOIST BEAMS TOGETHER WITH 16d @ 12 O.C. STAGGERED. DESIGN CRI TERIA � PER THE 2003 INTERNATIONAL BUILDING CODE - WIND PER SECTION 1609 E ARTHQUAK P E CE SECTION 1814 Section 1609.6 Simpffled method Section 9.5.6 Equivalent Lateral Force Procedure Design Wind Pressure: p a 1�' Iw' Pon sees Shear: V = C W - 1 where: X = Exposure Factor where: CS = Seismic Response Coetildent Iw = Important Factor W = Eiiecda Seismic Weight ps30 = Base Design Pressure SITE)pRQJECT SPECIFIC VALUES: SITE/PROJECT SPECIFIC VALUES: Ss a 1.61 per USGS Basic Wind Speed = 85 mph (V3J S a 0.56 per USGS • 70 mph (Vo Site Class D (Default) )l =1.00 Exposure "B" (40) Seismic Design Category D Iw =1.00 R a 6.5 from Table 9.6.2.2 p.30 = $99 Table 109.6.2.1(1) 1 a 1.00 Cs = 0.1651 per Section 9.6.5.2.1 STANDARD DESIGN INFORMATION The Informatlon described below Is to be used unless otherwiee noted on the plans. WOOD DESIGN per Sections 2301 b 2301.2.1 Allowable Strength Design when applicable; per 2308 Conventional Light -Frame Construction MINIMUM NAILING REQUIREMENTS per Table 2304.9.1 _ ANCHOR BOLTS: 618" Dla. X 10", A307 or better, w17 min. Embedment. V =1104 81 bolt CONCRETE DESIGN per Chapter 19 d. ACI 31042 concrete f c ■ 2600 psi rebar fy a 40,000 psi MISCELLANEOUS HARDWARE SIMPSON Strong -Tie Connectors or equal 1 SHEAR WALL SCHEDULE (see 200318C table 2308.4.1 b SwOm 2308 4.1) AN shear wafts to be sheathed from top plate to bottom plate union noted otherwise. Block all panel edges. Nall spacing is for all panel edges. Space naffs at 1Y O.C. along intermediate framing members. P1.6 v a 260 plf 7116~ OSB. w 18d (0.113") na11s 0 6" o c. Anchorage (Interior walls only) to SINGLE joist (or bikg) below: 16d (box) 0 5 c. P1 v = 350 Of 7116" OSB, w I Sd (0.113 nab @ 4" o c. �I Anchorage (interlor walls oniy) to SINGLE joist (or blkg) bdovv: 16d (box) @ 3"o c. ;f r Pi-3 v =490 pif 7116' OSB, w / Sd (0.1137 na8t * 3' oc. note: use mhn r nominal studs @ adjoining panel edges Anchorage (Interior waft only) to 4x (min) BEAM or b&g below: 16d (box) O 3• o c. The a1m values above are based upon the use of 8d box nails with a fug head, a shank diameter of 0.113" and a minknum penetration of 1.376 From ToMe 2306.4.1 use 16132; 8d values with a 0.719 factor wl 1A Increase for wind. P1 -2C v = 840 pif 7116' OSB, w / 8d (0.131' COMMON nabs @.2' o c. note: use min 3P nominal studs @adjoining panel edges Andwrage (inwW walls only) to DOUG -FIR BEAM bekw. . use SIMPSON SDS 114 x 4112 screws @ 4" oc. The shear value above Is based upon the use of 8d convoon nags with a full head, a shank diameter of 0.131" and a minknumn penetration of 1.376". From Table 2308.4.1 use 'f 6f32; Sd values with a 0.9375 factor wt 1A increase for wind. ( J to A e W L. oc.ATE ' 1ptle-NrI41444 J01141 G e OMMe" Mt:MbE�. N E AR - rRAtjA/ K a ex*r % WALL I r rftemw CA. • OF 1 UKWIA µlie - PEA TCENTER ;4 U 6 i 'MAJ g 1 •- 1-1 Y *)W9:rF, I !A!W!A y 1 . ee sic 7 � i 400 e4 J W 6 p0L. PAMS 1AC?t14- WiMC0W 9LO 4/ FAFRAMA M d.G. 5 1A(Wj.. 3. 1WIV $rt r4fG, 51oiMa I�i2 fs<.6v. TAWV O5B ail A&47W /NIL. *240C-0 0WA70 0 10 0.G, Q 211 As4775 f& Vat- OR VWA r 4j 9 cPAO -. . �/4' �.Ywo z•�G Q -ze5 DArrS 013vG. --.-- .j jf A-a > 5° 0 -c . 17 MIrN. F.�?R � W//4:' i �',c V wr Zal-5 -- M . . Q WIAI -r- 9WjVat5. 6 M/I VAAW get AplaL r 4(WT�MSCAWIP :rtw(.. FRAMING NOTES h'RAMING CONTRACTORS SHALL WORK IN CONFORMANCE. TO ALL WIS11A / OSHA RULES AND * REGULATIONS. POSITIVELY NO WORK MAY BE SUBCONTRACTED TO OUTSIDE FRAMING CREWS WITHO(JT PRIOR WRITTEN PERMISSION FROM: EACH JOB TO LEFT iN A BROOM SWEPT CONDITION AT THE END OF EACIT DAY. SAFETY HANDRAILS, WHERE REQ., MUST BE INSTALLED AND MAINTAINED AT ALL TIMES. FRAMING CONTRAC'TOR'S WRITTEN COMPANY SAFETY PROGRAM MUST BE SUBMITED PRIOR TO CO,%RAENCING WORK. SUBCONTRACTOR SHALL WORK - WITH SUPERINTENDED TO CORRECT ANDCOMPLETE LUMBER PACKAGE. -24 HR NOTICE MUST BE GIVEN TO THE JOB SUPERINTENDED TO REPLACE MISSING MATERIAL OR TO ADD MATERIAL TO THE LUMBER LIST. EXCESS MATERIAL THAT CAN NOT - BE USE FOR BLOCKING, SHIMMING, FTC. AND OTHER DEBRIS AS MAY BE :CREATED BY THE WORK SHALL BE PLACE IN DESIGNATED TRASH AREA. DOUGLAS FIR AND HEM FIR GRADED IN ACORDANCE WTIH WEST COAST LUMBER INSPECTION RULE 816. 4x, 6x, BEAMS AND POSTS: DF Lit, Fir 95 PSI, Fb= 1200 PSI JOISTS. HEM FIR 82, Fb= 1075 PSI. HEADERS: DF 8 I STUDS: HEM FIR STUD GRADE OR BETTER LOADING: ROOF: 15 PSF DEAD LOAD + 25 PSF LIVE LOAD =40 psf FLOOR: 10 PSF DEAD LOAD + 40 PSF LIVE LOAD =50 psf CEILING: S PSF DEAD LOAD + 10 PSF LiVE LOAD =15 psf DECK: S PSF DEAD LOAD + 60 PSF LIVE LOAD =65 psf iNT. PARTITIONS: = 7 psf EXT. PARTITIONS: =10 psr GUARDRAILS A TOP OF RAIL = 20 psf ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE TREATED, WITH 1/2" AIR SPACE MIN. AT TOP, SIDES AND ENDS. DECKS EXPOSED TO WEATHER. PRESRVATIVE TREATED. MAXMJN MOISTURE CONTENT NOT TO EXCEED 16% PROVIDE WASHERS AND NUTS FOR ALL BOLTS. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS 1 1I6 ". ALL SILL PL. BOLTED TO FOUNDATION WITH O.C. INDIVIDUAL MEMBERS. OF BUILT - UP BEAMS SHALL BE ATTACHED WITH 16d NAILS AT 12" O.C., STAGGERED. PROVIDE CONTINUOS SOLID BLOCKING AT MID HEIGHT OF ALL STUDS WALL OVER 8' IN HEIGHT, ALL POST OVER .4' NEED BRACING s ' NAILING SHALL CONFORM TO TABLE R. e. or.3Ci-) ALL EXTERIOR AND RITERIOR WALLS SHALL BE EFFECTIVELY AND THOROUGHLY BRACED. FIRESTPOPING AND DRAT' TST TOPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENING ( VERTICAL OR HORIZONTAL). GLUE4 AM: DOUGLAS FIR4 ARSH COMBINATION GRADE 24F I V4, DF I DF, Fb= 2400 PSI. BEAMS TO LAID UP IN AN APPROVED WATER RESISTANCE GLUE. GLUE4 AM SHALL BE OBTAINED FROM AN APPROVED FABRICATOR USE APPROVED CONNECTOR FOR CONSTRUCT ION ( SIMMN OR EQUAL ) FASTENER SCHEDULE FOR STRUCTURAL h IRWERS TABLE R fe=e 3 (1) JOIST TO SILL OR GIRDER, TOE NAIL 34 I" X 6" SUB - FLOOR OR LESS 2 -3d 2" SUB FLOOR TO JOIST OR GIRDER 2 -16d SOLE PLATE TO JOIST OR BLKG., FACE NAIL 16d @ I6" O.C. TOP OR SOLE PLATE TO STUD, END NAIL 2 -16d STUD TO SOLE PLATE, TOE NAIL 3-8d OR 2 -16d DOUBLE S'EUDS, FACE NAIL 10d DOUBLE TOP PLATES, FACE NAIL Iod SOLE PLATE TO JOIST OR BLKG. AT BRACE WALL PANEL.._ 3-16d DBL TOP PL., MIN. 24" OFFSET END JOINTS FACE NAIL 8-16d BLOCKING BETWEEN JOISTS I RAFTER TO TOP PL., TOE NAR.3 -8d REM JOIST TO TOP PI, TOP NAIL 8d TOP PLATES, LAPS AT CORN. / lrrIERSECI'.. FACE NAIL 2-1&' BUILT -UP HDR, TWO PIECES W1 H- SPACER 16d a@ 16 "o c. @ EDGE CONTINUED HEAma. TOW PIECES 16d@ 16"o e. @ EDGE CE UiNG JOIST'S TO PLATE, TOE NAIL 3.8d COh TINUOUS HEADER TO STUD, TOE NAiL 4 CE FLING JOIST, LAPS OVER PARTITIONS, FACE NAIL 3-104 CEILING JOIST TO P. 6 •RAI.J El RAFTERS, FACE NAiL 3-104 RAFTER TO PLATE, TOE NAiL 2 -16d I - BRACE TO EACH STUD AND PJAT1y FACE NAIL 241d BUILT -UP COILNER STUDS led @ 24" o.c 2 PLA NKS 2 - Dr @ e1 BFARJ WOO STRI:CnAM- PANU-S, FLOW ROOF AND WALL SHEATH M. TO FRAMT, tG SUB - FLOOR, WALL ...- 6d COMMM 0 6- o c EDGES or ih TU'RmumATE ROO!' - ad comoON @ 6•' o c EDGES 12" 1NTwiATE I WALLS FRAMING WALLS SHALL HAVE A SINGLE BTM. PL. AND A DBL. TOP PL. END NAIL TOP PL. TO EA. STUD WITH 2 -16d NAILS AND TOENAIL OR END NAIL EA. STUD TO BTM. PL. WiTH 2 -16d NAILS.; FACE NAIL DBL. TOP PL. WITH 16d tLi►' 12" O.C. AND LAP A PAN. 4' AT JOINTS AND PROVIDE 16d Q •I" O. C. CORNER POSTS SHALL BE CONSTRUCTED OF NOT LESS THAN 3 STUDS NAILED TOGETHER TO FORM A SINGLE UNIT AND SET SO AS TO RECEIVE INTERIOR FINISH PER PLAN. NAiL BTM. PL. FROM STUD WALT- ABV. TO WOOD FRAMING BELLOW WITH 16d AT 12 O. C. BUILT -UP POST SHALL BE NAIL TO EACH OTHER WiTH 16d @ 12" O.C. STAG. INSTALL ALL Sinha LNG AT MIN. SPACE AND JOINTS WHERE NECESSARY TO LEVEL THE SILL PL. OR PONY WALL UP TO 114 + / - -. WHEN INSTALLING THE SiL.L THE BUILDING SHALL BE SQ. TO A 114' -t /- 518" x 8" L.P. SIDING OVER 7/16' X C X V OSB. (EXPOSURE 1) 158 BUILDING PAPER EXTERIOR BEARING WALLS 2 x 6 x 16" O.C. INTERIOR BEARING WALLS 2 x 4 x IV O.C. INSTALL FIRE BLACKING A BATHTUB. INSTALL 2 x 4 VERTICAL AT EACH END OF TUB FOR BACKING INSTALL BLOCKING @ 48" FROM FLOOR FOR TOWEL BAR INSTALL. BLACKING @ T FOR UPPER CABINETS. ANY CRIPPLE. WALL LESS T 14' SHALL BE SOLID. RISE AT STAIRS SHALL BB- MAX. AND RUN SHALT. BE I IV MIN.STAIRS SHALL NOT HAVE A CORNER RUN LESS THAN 6" WHEN WINDING. ALL STAIRS SHALL RECIVEI) PERMANENTS 'TREADS THAT MEET SAFETY REQUIREMENTS. INSTALLATION WELL BE PERFORMED BY THE FRAMER STAIRS TREADS TO BE GLUED AND NAILED. FIRE BLOCKING STAIRS AT MID. POINT BETWEEN STRINGERS AND ACROSS BETWEEN STUDS. VARIATION BETWEEN RISE AND RUN SHALL BE 3116" MAX. HANDRAIL.. 36" ABV. NOSING OF TREAD. HANDRAIL SHALL BE 1 1/2" PROJECTING FROM WALLS. OPEN STAIRS RAILING SHALL HAVE iN ERMiDIATE RAILS cQ 4 O.C. USABLE SPACE UNDER STAIRS SHALL BE PROTECTED WITH ONE HOUR FiRE RESISTANCE CONSTRUCTION. .r A s a FLOOR FRAMING ONLY GALVANIZED NAILS OR SCREW ALLOW IN FLOOR SYSTEM. 3/4" x 4' x V T&G. PLYWOOD ( INDEX 32116 )INSTALLED WITH THE FACE GRAiN TO THE JOIST AND THE JOINTS TO BE STAGGERED. SUPPORT AREAS WHERE CUTS OUT HAS BEEN MADE. 2 x 10 FLOOR JOIST ITEM FIR 112, NAIL WITH 3 -16d TOENAIL @ PL. DOUBLE FLOOR JOIST UNDER ALL PARALLEL BEARING WALLS PROVIDE SOLID BLOCKING FOR WOOD COLUMN THROUGH FLOORS TO SOPPORT BELLOW SOLID BLOCKING @ FLOOR JOIST OVER BEARING WALLS HOLES BORED iN JOISTS SHALL NOT EXCEED 2" FROM TOP OR BIM. HATCHS ON JOISTS SHALL NOT EXCEED ONE FOURTH OF JOIST DEPTH. JOISTS SHALL HAVE A BEARING OF i 112" MIN. ON WOOD OR METAL AND NOT LESS THAN 3" ON MASONRY. JOISTS FROM OPPOSITE SIDES SHAiJ. BE LAPPED 3" MIN, NAIL W/ 3 -16d NAiL ALL MULTY - JOIST BEAMS TOGETHER WITH 16d @ 12 O.C. STAGGERED. DESIGN CRI TERIA � PER THE 2003 INTERNATIONAL BUILDING CODE - WIND PER SECTION 1609 E ARTHQUAK P E CE SECTION 1814 Section 1609.6 Simpffled method Section 9.5.6 Equivalent Lateral Force Procedure Design Wind Pressure: p a 1�' Iw' Pon sees Shear: V = C W - 1 where: X = Exposure Factor where: CS = Seismic Response Coetildent Iw = Important Factor W = Eiiecda Seismic Weight ps30 = Base Design Pressure SITE)pRQJECT SPECIFIC VALUES: SITE/PROJECT SPECIFIC VALUES: Ss a 1.61 per USGS Basic Wind Speed = 85 mph (V3J S a 0.56 per USGS • 70 mph (Vo Site Class D (Default) )l =1.00 Exposure "B" (40) Seismic Design Category D Iw =1.00 R a 6.5 from Table 9.6.2.2 p.30 = $99 Table 109.6.2.1(1) 1 a 1.00 Cs = 0.1651 per Section 9.6.5.2.1 STANDARD DESIGN INFORMATION The Informatlon described below Is to be used unless otherwiee noted on the plans. WOOD DESIGN per Sections 2301 b 2301.2.1 Allowable Strength Design when applicable; per 2308 Conventional Light -Frame Construction MINIMUM NAILING REQUIREMENTS per Table 2304.9.1 _ ANCHOR BOLTS: 618" Dla. X 10", A307 or better, w17 min. Embedment. V =1104 81 bolt CONCRETE DESIGN per Chapter 19 d. ACI 31042 concrete f c ■ 2600 psi rebar fy a 40,000 psi MISCELLANEOUS HARDWARE SIMPSON Strong -Tie Connectors or equal 1 SHEAR WALL SCHEDULE (see 200318C table 2308.4.1 b SwOm 2308 4.1) AN shear wafts to be sheathed from top plate to bottom plate union noted otherwise. Block all panel edges. Nall spacing is for all panel edges. Space naffs at 1Y O.C. along intermediate framing members. P1.6 v a 260 plf 7116~ OSB. w 18d (0.113") na11s 0 6" o c. Anchorage (Interior walls only) to SINGLE joist (or bikg) below: 16d (box) 0 5 c. P1 v = 350 Of 7116" OSB, w I Sd (0.113 nab @ 4" o c. �I Anchorage (interlor walls oniy) to SINGLE joist (or blkg) bdovv: 16d (box) @ 3"o c. ;f r Pi-3 v =490 pif 7116' OSB, w / Sd (0.1137 na8t * 3' oc. note: use mhn r nominal studs @ adjoining panel edges Anchorage (Interior waft only) to 4x (min) BEAM or b&g below: 16d (box) O 3• o c. The a1m values above are based upon the use of 8d box nails with a fug head, a shank diameter of 0.113" and a minknum penetration of 1.376 From ToMe 2306.4.1 use 16132; 8d values with a 0.719 factor wl 1A Increase for wind. P1 -2C v = 840 pif 7116' OSB, w / 8d (0.131' COMMON nabs @.2' o c. note: use min 3P nominal studs @adjoining panel edges Andwrage (inwW walls only) to DOUG -FIR BEAM bekw. . use SIMPSON SDS 114 x 4112 screws @ 4" oc. The shear value above Is based upon the use of 8d convoon nags with a full head, a shank diameter of 0.131" and a minknumn penetration of 1.376". From Table 2308.4.1 use 'f 6f32; Sd values with a 0.9375 factor wt 1A increase for wind. ( J to A e W L. oc.ATE ' 1ptle-NrI41444 J01141 G e OMMe" Mt:MbE�. N E AR - rRAtjA/ K a ex*r % WALL I r rftemw CA. • OF 1 UKWIA µlie - PEA TCENTER ;4 U 6 i 'MAJ F File: D05 -0092 35mm Drawing #1 OF I - I -�• MICOPY �, REVIEWED FOR CODE C®MPUANCE A0000% mn -f .,..,ssions. .r JAN 2 5?QQ6 4 aof Tukwila 13UTI T)TNr_ T)TA .7 Roof Truss Supply - Woodinville, WA 5910 234th St SE - (425) 481 -0900 NOTES: 1. All trusses shall be spaced at 24 "oc unless noted otherwise 12. All simpson hangers using 16d Nails "n" Provide full bearing under girder trusses per structural plans . 18" standard overhang (U.N.0) This stick frame area designed and provided by others Scale: 0.1450" Date: 11 -30 -2005 JEFFREY EK, EK RESIDENCE HIP END NOTE: POST DOWN UNDER MONO GRADS TOP CHORDS TO HIP TRUSS BELOW. MINIMUM 48" OC..... SEE HIP END DETAIL ATTACHED. RECEIVED t �� CITY OF TUKWILA JAN '1 `r'(R J PERMIT CENTER opyr ight Com uTrus Inc . a slow Inch 1/18 I ICI I�IT..I�I LEI ICI 111 iii ICI IJI .1�111�,2 If - - 11 ( (� 1 ( I I I w ,. rte: 4 5 Oi '" ptk 1rJ �i F �J� Q I f 1 0� 6� I Z L W� II , �� �IIIIIIIIIIILIIf IIIIIIIIIIIIIIIIIILLIIIIIIII (.I_I)L(�IIJLI- Illlllllll II II