Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
18915 42ND DR NE_BLD20080063_2026
Z 1-7 INSPECTION REPORT v • Permit No.: oe oo C-3 Lot#: IS- Address: -/e 9 i !;- L4 i p Contractor: c" 3 (LA a, r-T Owner: Date: Y-O 1 - e� XAPPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. )CSyN►DYE-'f7 Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT 1 •� • Permit No.: o 5 oc j&3 Lot#: /S Address: f 99 i5 qz. 0/1- Contractor: Gu, a ir-, 4 tr-7- Owner: Date: 3-2/-a 8 0"PPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. Z:,-E -1 L, r0 o u-r� s -f caw v`YL Inspector: Date: 3-3/ o S TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: PlINSPECTION REPORT • Permit No.:C/ ''-G0 G-?Lot #: Address: Contractor: Owner: Date: J , APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. r Inspector: Date: o TYPE OF INSPECTION REQUEST6 ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid Struct. Slab ❑ Wood Stove ❑ Rough-in Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT �;t1 Permit No.:�_ '"0:163 Lot #: Address: /V91,15,- Y ILh 0/ Contractor: • Owner: Date: 06?�- APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. Inspector: Date: 7 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing )4 Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT • Permit No.: �i, -006 Aot #: f Address: Contractor: . lv- • Owner: Date: ,� APPROVAL El PARTIAL APPROVAL ❑'VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. J+f 4 !bv n 2Y IT r � Inspector: Date:O TYPE OF INSPECTION REQUESTED ❑ Under-floor �s Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork t� Mechanical El Grid ElStruct. Slab ❑ Wood Stove pan Rough-in ❑ Final ❑ Masonry ❑ Drainage Insulation ❑ Other: z-4-7 INSPECTION REPORT • Permit No.: oy oc, i. Lot#: 15 Address: f a cii , 5 y Z_ oyf-- Contractor: crtj G yzA 4 14-r Owner: Date: 6 -z. - P, ❑ APPROVAL ;PARTIAL APPROVAL ❑ VIOLATION CORRECTION REQUESTED corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. PC- "a mac.. .-- S 1�Ri►4 -r S r- Z1A B = sr{+� • �k r'7y Cy7 c.� �%G� ti �T�1't Z_ �J STv)A to .I ter G ! /L.fJ GY` T?'L t,•S S A441r-rS 'nP r4-77- DCK14 Inspector: ?st� — Date: a8 TYPE OF INSPECTION REQUESTED ❑ Under-floor Framing Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork RL Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ;-Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: V" I INSPECTION REPORT • Permit No.: d g__0063 Lot#: Address: Aq q f"�k- L1.2 -of Contractor: - �1 • Owner: Date: t,APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. n a Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation $4 Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: rZS6 ISPECTION REPORT • Permit No.: alb oo 162, Lot #: s Address: f6S 15 e/z D,,r- Contractor: c w 3 a-,�,ri� • Owner: Date: `/-/f-0 9 ,,APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: Date: TYPE OF INSPECTION REQUESTED MC Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT • Permit No.:09-6Zro 3 Lot#: Address: q'Z Contractor: - - 6,4 Owner: Date: 7 jo APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: �� Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry LR Drainage ❑ Insulation ❑ Other: i CITY - OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA 98223 PHONE:(360)403-3421 Permit#: BLD20080063 BUILDING PERMIT Project Address: 18915 42ND DR NE, ARLINGTON Parcel No: !PROPERTYAPPLICANT„ CONTRACTOR CW BRIGHT CONSTRUCTION CW BRIGHT CONSTRUCTION CW BRIGHT CONSTRUCTION PO BOX 95 PMB 524 PO BOX 95 PMB 524 PO BOX 95 PMB 524 STANWOOD,WA 98292 STANWOOD,WA 98292 STANWOOD,WA 98292 Phone:360.652 4154 Phone:360.652.4154 LICENSE#:CWBRIC1033MW EXP: Email: Email: I I NG CONTRACTOR MECHANICAL CONTRACTOR C&K PLUMBING G&S HEATING PO BOX 1702 500 EAST MAIN BOTHELL,WA 98041 MONROE,WA 98272 Lic#:CKPLU148JW Ex : Lic#:GSHEATCI147JD Ex :7/18/2008 JOB DESCRIPTION NEW SINGLE FAMILY HOME. CLARIDGE COURT DIVISION I LOT 15 VALUATION: $0 PERMIT TYPE:Residential PERMIT GROUP:Single Family Residence New NUMBER OF STORIES:2 TYPE OF CONSTRUCTION:Vb NUMBER OF DWELLING UNITS: I OCCUPANT GROUP:R U CODE:2006 OCCUPANT LOAD: PROPOSEDEXISTING AREA BASEMENT:0 1ST FLOOR:0 2ND FLOOR:0 BASEMENT:0 1 ST FLOOR: 1400 2ND FLOOR: 1648 3RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 13RD FLOOR:0 GARAGE:700 DECK:0 OTHER:60 FRONTCACK SIDE SETBACK REAR SETBACK RE UIRED: PROPOSED: RE UIRED: PROPOSED I REQUIRED: PROPOSED: HEIGHT ALLOWED:O PROPOSED.0 I REQUIRED: PROPOSED SETBACK NOTES: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. Signat Print Name Date Released By/ D e ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.UBC109/IBCI 10/IRC110. ARCHIVE APPLICANT = ASSESSOR OTHER .t � 1 BLD20080063 CONDITIONS • Lot line stakes must be in place at the time of foundation/setback inspection. • Installation,use and maintenance of equipment and components shall be per manufacturer's specifications,installation instructions,and applicable state codes. Provide manufacture's installation instructions on site for Building Inspector. • Approval of this foundation design is conditional subject to inspection of existing site soil conditions. Retaining Walls must be designed and constructed to resist the lateral pressure of the retained material. Provisions must be made for the control and drainage of surface water around buildings. • Installer shall provide the manufacturer's installation,operating instructions,and a whole house ventilation system operation description.A label shall be affixed to the whole house timer control that reads "Whole House Ventilation"(see operating instructions). • Hose Bibbs(exterior faucets)are required to have a permanently affixed anti-siphon device installed. • In addition to the required pressure/relief valve,an approved listed expansion tank shall be installed on all hot water tanks. Per UPC 608. • Type B or L vent connectors required on fuel-burning appliances passing through unheated spaces.Per IMC 803.2 • Obtain Electrical Permit from State Department of Labor&Industries. • Pursuant to UPC 605.2 a water service shutoff shall be installed on the water line as it enters the building. • City approved plastic piping may be used in water service piping provided that where metal water service piping is used for electrical grounding purposes,replacement piping shall be of like materials(UPC 604.8).A state electrical permit and inspection is required if electrical grounding is altered,removed,improved,or added.Contact State Dept.of Labor& Industries Electrical Division at 425-290-1309. • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure.Check the job card for all required City inspections including final project approval and final occupancy inspections. • Provide combustion air per IMC for commercial and multi-family residential installations,and IRC for one and two-family dwellings. • A pressure regulator valve(PRV)shall be installed near the water shutoff. • New and existing buildings shall have approved address numbers,building numbers or approved building identification placed in a position that is plainly visible from the street or road fronting the property. Address numbers shall be Arabic numerals or alphabet letters. Numbers shall be legible from the public way,at least 4 inches high with a'/2 inch min.stroke width on a contrasting background. • Pre-sales or"model showing of units" is defined as a"use"of a building or premises and is inherently hazardous to the public prior to issuance of a certificate of occupancy. Pre-sales or model showing shall not be allowed without a(permanent or temporary)certificate of occupancy. Emergency plans as outlined by IFC Chapters 4 or 14 and local safety standards must be met for approval of temporary certificate. No building or structure shall be used or occupied until that certificate of occupancy,or temporary certificate is issued. • Call for locates of underground utilities 2 business days prior to any excavation. 1-800-424-5555 • Call for required inspections as noted and prior to backfill. PERMIT FEES Description Fee Amount Paid Balance Due C-Building Permit Fee $0.00 $0.00 $0.00 C-Building Permit Fee $2,648.10 $0.00 $2,648.10 C-Plumbing Permit Fee $235.00 $0.00 $235.00 C-Mechanical Permit Fee $169.00 $0.00 $169.00 C-Building Plan Review Fee $0.00 ($1,000.00) ($1,000.00) C-Building Plan Review Fee $1,721.26 $0.00 $1,721.26 Total Due: $4,773.36 ($1,000.00) $3,773.36 INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. CALL ' INSPECTIONS i BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number,Date Prefereed,and whether you prefer morning or afternoon. • C-Footings • C-Foundation Wall • C-Foundation Drainage • C-Plumb Ground Work • C-Plumb Rough In • C-Gas Test/Pipe • C-Equipment-Mechanical • C-Shear Nailing-Exterior • C-Framing • C-Wall Insulation/Caulk • C-Building Final • C-Underfloor • C-Gas Piping Groundwork I -/A N _ ' CITY, OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA.98223 PHONE:(360)403-3421 PERMIT FEES/RECEIPT DATE: Tuesday,March 25,2008 PERMIT#: BLD20080063 PROJECT ADDRESS: 18915 42ND DR NE, ARLINGTON LOCATION: OWNER: CW BRIGHT CONSTRUCTION PO BOX 95 PMB 524 STANWOOD, WA 98292 360.652.4154 *FEE SUMMARY: D1e$ZHPtion Fee Amount Paid Balance Due C-Building Permit Fee $0.00 $0.00 $0.00 C-Building Permit Fee $2,648.10 ($2,648.10) $0.00 C-Plumbing Permit Fee $235.00 ($235.00) $0.00 C-Mechanical Permit Fee $169.00 ($169.00) $0.00 C-Building Plan Review Fee $0.00 $0.00 $0.00 C-Building Plan Review Fee $1,721.26 ($1,721.26) $0.00 Total Due: $4,773.36 ($4,773.36) $0.00 *FEES ARE ESTIMATED BASED ON INFORMATION PROVIDED AT SUBMITTAL-SUBJECT TO CHANGE PAYMENT TRANSACTIONS: Date Receipt# Method/Payee Paid 3/7/2008 REC000360 Check 14605/ ($1,000.00) C-Building Permit Fee ($1,000.00) 3/7/2008 REC000362 Void/ $1,000.00 C-Building Permit Fee $1,000.00 3/7/2008 REC000363 Check 14605/CHUCK BRIGHT ($1,000.00) C-Building Plan Review Fee ($1,000.00) 3/25/2008 REC000408 Credit Card 7525/CHUCK BRIGHT ($3,773.36) C-Building Permit Fee ($2,648.10) C-Plumbing Permit Fee ($235.00) C-Mechanical Permit Fee ($169.00) C-Building Plan Review Fee $1,000m C-Building Plan Review Fee ($1,721.26) I Permit Review Details Permit: BLD20080063 PERMIT 1002-P-Engineering I Complete? Y 03/25/2008 bfecht 10 Ok with TC to issue. y Total Time: 10 1014-P-Public Works I Complete? Y 03/25/2008 bfecht 0 Ok to issue per Tim. y Total Time: 0 1026-P-Utilities Fees Complete? Y 03/10/2008 rshepard 30 FYI to applicant:water/sewer connection/tap-in fees must be paid and paperwork signed y before water meter is installed and before calling for a side sewer inspection. Call COA Utilities with questions at 360-403-3526 or 3524. Total Time: 30 1032-P-Utilities I Complete? Y 03/11/2008 Itaylor 5 No comments y Total Time: 5 2000-C-Building I Complete? Y 03/12/2008 cyoung 120 Need a new wet stamp from Chris Covington Structural documents and plans have a mixed y stamp with some expired and otehrs not. FYI's / Site plan is reversed from actual construction documents Need a landing(3 x 3)minimum from sliding door No GWB(green board)allowed in shower/tub area as backer Total Time: 120 2008-C-Community Development I Complete? N 03/24/2008 bfecht 0 emailed Tim for any comments,will update info.and applicant as soon as response is given N 03/25/2008 bfecht 0 Phone call to applicant re:Chris'and Nate's comments.Need wet stamp from Chris N Covington and revised site plan. Total Time: 0 2012-C-Natural Resources Complete? Y 03/24/2008 bblake 5 No comment y Total Time: 5 2014-C-Planning I Complete? Y 03/10/2008 nhudson 20 Applicant is required to show lot coverage by building,not impervious. Please explain to y applicant Please verify that all covered area(including porch if covered)does not exceed the allowed lot coverage of 2,539 square feet. Total Time: 20 Total Reviews: 9 Total Time: 190 3/25/2008 1:36:37 PM Page 1 of 1 BLD20080063 - aruslco Page 1 of 1 =- BLD - Building Permit Ver: 2008 Priority: 4BLD20080063 owner: JCW BRIGHT CONSTRUCTION - BRIGHT, C status: AP PLIED address: 18915 42ND DR NE, ARLINGTON post date: 3T7i2008 4t•'L' data screens: Select Screen... furlCtlOrls: Select Permit�V action... Single family Residence Ne-,v REVIEWS Add Review Remove Review Print Close Review Description Assigned To [he Date Re � q Doe> ASSIGN 1014 P-Public Works I LRUPERT 3/21/2008 0 Y N ASSIGN 1026 P-Utilities Fees RSHEPARD 3/21/2008 0 Y N ASSIGN 1032 P-Utilities I LTAYLOR 3/21/200& 0 Y N ASSIGN 2000 C-Building I CYOUNG 3/21/2008 0 y N ASSIGN 2008 C-Community Development I ARUSKO 3/21/2008 0 Y N ASSIGN 2012 C-Natural Resources BBLAKE 3/21/2008 0 y N ASSIGN 2014 C-Planning I NHUDSON 3/21/2008 0 Y N ASSIGN http://coaweb2.arlington.local/permittrax/PermitTraxMain/wfPermitConsoleReviews-aspx?... 3/7/?nnu Page 1 of 1 Amy Rusko From: Nate Hudson Sent: Thursday, March 13, 2008 10:15 AM To: Amy Rusko Subject: RE: BLD20080063 Hi Amy, That's great. I just wanted to make sure that the porch was not covered because it wasn't calculated in the lot coverage. Thank you, Nate Hudson Associate Planner City of Arlington 360.403.3435 nhudson@ci.arlington.wa.us From: Amy Rusko Sent: Wednesday, March 12, 2008 4:09 PM To: Nate Hudson Subject: BLD20080063 Hello Nate, I wanted to see if you were okay with this? Chris calculated the lot coverage when he figured out the square feet for the house. It comes out to 29% lot coverage. Chris wrote this on the plans. I will also let Chuck know that when he calculates his lot coverage in the future it should just be for the buildings, covered porches, ect. Not the driveway and other impervious surfaces. Thanks, Amy Rusko City of Arlington Permit Technician aruskoCDci.arlington.wa,us 360.403.3550 3/18/2008 i 18915 42°d DR NE — CW Bright New SFR Plan Review Need a new wet stamp from Chris Covington. Structural documents and plans have expired stamps. FYI's Site plan is reversed from actual construction documents Need a landing (3 x 3) minimum from sliding door No GWB (green board) allowed in shower/tub area as backer y ./ V I I I .,' I �-(Y ° S"VGLE FAMILY REFIDENCE PIv.T ~ BUILDING PERMIT APPLICATIC14 'r�ING"O Department of Community Development City of Arlington - 238 N Olympic Ave. • Arlington,WA 98223 • Phone (360)403 3431 - FAX (360) 403 3447 _ THIS APPLICATION TO BE USED FOR ONE AND TWO DWELLING UNITS RESIDENTIAL STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED By TWO (o(2) SETS OFENERGY CODCTION E APPLICATIONS. SIX(6)ACCURATE, FULLY DIMENSIONED PLOT PLANS AND TYPE OF PERMIT: (/Building ( ) Mechanical ( ) Plumbing ( <Combination Project Address: �'� - yatj Parcel ID#: 3I05 I b"0d3`0�"C_G Lot #: ow Subdivision: Project Description: �- �6G 65-a- �'iv L/ Owner: �� K IQO�`� Q V�'HON f Vhone Number. d `I5 Lg d I {�IUWCtxC�� `';z;e: 1L►' zip Cod .daress: v Phone Number: Contact Person: u Cell Phone: 3 / ��� Fax: !1 5 3 /�� E-mail: Address: s "� City. State: Zip Code Lending Agency: )UN rndQ tqq-Q 0 Y" tqwl� Phone Number: e W (7�OUu'�� �.�-State: _w Zip Code: �O Address: Y' G/ �7J �� � �� �S Cit _ �W E(�IQ�1 ' ;?�11,1+ Phone Number: / �`3yyy�yU �.vntrc�.wr. �— g G i /9�ii.tldd^� State: WO Zip C de:/ O 2�l'"Z Address: P 8 95 Pm B &� 4 city Cj,GJ R Expiration:l G ) a �� � Contractor's License Number; 360- 2 Phone Number: pCode.,? ` 9 r Plumbing Contractor ^ I Stale:( � Zip Code: c_ � �(� �1 ! �.2 City: �� Address: r 0 6�� j � �► ��1Pl U / �� j-W Expiration: Contractor's License Number: 3 Q� G qs ��tiv - Phone Number: ���� y 7 Mechanical Contractor: -�5(X) 61 � � - City: mo 300 State: Zip Code: Address: I� Contractor's License Number:aC J Y �=�_ � Expiration: f FOR STAFF USE ONLY �Davb$ 2008 �3 'IDDa•"� GGD U3�n MAVec�eilve!d Permit# _ Accepted By Amount Received Receipt# Date 510 wa Page 1 of 2 WEB Forms-46 V I••V T,1 14,val ��V F Y °� SINGLE FAMILY RESIDENCE z BUILDING PERMIT APOLICA`I"I4N �f+41N G,�O Department of Community Development City of Arlington • 238 N Olympic Ave, • Arlington,WA 98223 • Phone (360) 403 3431 - FAX (360) 403 3447 Number of Plumbing Fixtures (Including Rough-Ins) Total Fixture Total Number Fixtures Plumbing Fixtures Accessory Main Unit#X Dwelling Unit Residence Units Multi lien Bar Sink X 1.0 = Bathtub or Combination Bath/Shower X 40 = Clotheswasher I X 4.0 = Dishwasher X 1.5 = 5~ Hose Bibb X 2.5 = Kitchen Sink !I X 1.5 = t Laundry Sink X 20 = Z Lavatory (Bathroom Sink) X 10 = `=~.Eger ;StFmd Alone; Each Fend I X 2 0 = 2 -- Water Closet(Toilet) d X 2 5 = VJhirlpool Bath or Coma racoon X 4 0 = BathiShower -d Water Healer Total Fixture Other Units Traps (other than above items) Column Totals zr Estimated Project Valuation Building Square Footage 3�2c�/!� 151 Floor 2nd Floor I 3'tl Floor easement Ceck � J Garage /00 Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units =Total Fixture Units B. Distance from meter to most remote outlet: /J / feet. C. Difference in elevation between meter and highest fixture: 1C� feet above meter or feet below meter. D. Pressure in street main: psi, (Measure with gauge or check with Water Department) I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- d ribed propert ill I ccordance with the laws, rules and regulation of the State of Washington. A licants ure Date FOR STAFF USE ONLY RECEIVED � O > ` I�Oo_.�_ ZELoc ��� I�AR In 7 2Q118 Accepted By Amount Received Receipt# Dale Received Permit# rO �0� WEB Forms-46 Page 2 of 2 r . •. ..� � �. � �� �4 � '�L �� . __ - ��! to a.5 ��TY �� City of Arling•,,n • Public Works Utilities Division '���N��o Water Department ph. 360.403.3526 CROSS CONNEC�TION SURVEY FOR OFFICE USE ONLY Date Received: Survey reviewed by: Survey accepted by: Assembly Required: ❑ No ❑Yes DCVA RPBA Inspection Type of Residence: Z?�ingle Family ❑ Duplex ❑ Triplex ❑ Apartment # of Units ❑ Other Project Site Address: I g ! 1, 41 Nd [>� " Property Tax ID#: �� k '— 4/ Lot#: J Building Permit#: Subdivision: C Building size: .Z# of stories Project description: S P Property Owner: Q) (� p Q Property Owner's mailing address: I r1r) � Property Owner's Phone# ��('�� 6J�� ' ! / Fax# 3 60 Occupant/Contact's name: 6—VtQ0y-- PNiR 14�n 1 Occupant/Contact's mailing Address: S fa!T—NL° Occupant/Contact's Phone # �� va -- 1 Y 0 Fax# The Rules and Regulations of the State of Washington Department of Health require that certain premises install backflow prevention assemblies. (WAC 246.290.490). Backflow prevention assemblies shall be installed at any premise where, in the judgement of the City of Arlington Cross Connection Control Specialist,the nature of act WOVEV e may present a hazard to the public water system, should a cross connection exist. MAR 0 7 2008 CCS Residential pg 1 2006 LLD 0A COA PERMIT CENTER 2-n*s City Arlington Utilities Division Cross Connection Survey L91'd Property Site Address: , `j T Name of person filling out survey lease print): Place a check mark next to all equipment/fixtures listed below that are, or will be,permanently or occasionally connected to water for use at your residence (single family, multi-family, mobile, etc.) ❑` Toilets ❑ Shampoo Basin p Sinks (kitchen, bathroom, etc.) ❑ Drinking Fountains ❑ Janitor sink ❑ Film Processors W"lHose Bib (outside faucet) ❑ Photo Developing Sinks/Tanks etc. (.) Bath tub ❑ Solar Heating system Shower ❑ Heating system using water Dishwasher ❑ Heating Boilers Woo'Garbage disposal ❑ Boiler Feed Lines ice maker ❑ Bidets Clothes Washer ❑ Dialysis Equipment ❑ Air Conditioner ❑ Medical Equipment ❑ Fire Sprinkler system ❑ Water Treatment/Filtration System ❑ Lawn Sprinkler system ❑ Decorative pond/fountain ❑ Private Well on property ❑ Hot tub ❑ Swimming pool The above information is complete and accurate to the best my knowledge. I understand that any changes in equipment connected to the domestic water system must be reported immediately to the City of Arlington Utilities Division as a condition of con inued service. >. atop Print name ;k �' RECEIVED Date MAR 0 7 2008 CC Residential pg2 2006 COA PERMIT CENTER Lo 3-zoo 6000 3 Prescriptive Approach —Simple Form For the Washington State Energy Code (2004 Second Edition) Climate Zone 1 Site Information Building Department Use Only Lot: �J (I Permit#: Address: � 1� —� Notes: City: P IZ State: W('�- Zip: Contact:C�Noc Y-- Phone: ` Phone 2: Fax' -31t�6 6 5,2 Table 6-1 PRESCRIPTIVE REQL'IRENIEN!TS°'1 FOR GROUP 11-3 OCCUPANCY CLIMATE ZONE 1 (Linlinlited Glazing O tiun 0111\1 \\'all \Nall Wall Slab' Glazing, Glazing U-Factor Int' EWt' On Door" I„ Vaulted Above Floor` II U-hactar C�ilin,- � Dclow [3elo�� Grade 01)tnm Area°o of Floor Vertical O\enccad Ceiling Grade Grade Grade IV. U11111111L1U Group R-3 0.40 0.58 0.20 R-38 R-30 R-2 10 R 30 R I Occup.ulc\ Onl� See the code text for footnote references This proiect complies with the following: Y, Tne project is a single family residence or duplex. ✓ The project is wood frame OR all of the insulation is interior or exterior of the framing. ✓ All building components meet the requirements listed in Table 6-1, Option IV. ✓ The project will meet all other provisions of the WSEC and VIAO. The project will take advantage of the following exceptions to the prescriptive option: ❑ 602.6 Exception 1. Doors with a U-factor of 0.40 (or less) allowed, Option IV only. Location of the door(s)taking this exception ❑ 602.6 Exception 2. One door, that is 24 ft.Z or less, which does not meet the standards, is allowed. Location of the door taking this exception Copied by permission from the Washington copyright U 2006ty Cooperative Extension Energy Program RECEIVrJ0b6 WSUEEP06-016 Prescriptive—Simple Form—Climate Zone 1 ti�� MAR 0 7 2008 tIDA PEWT Cl i►ER Form #1 RESIDENTIAL CODE PLAN REVIEW Owner: v" 13A6 Reviewed by: Location: ��91 S Z Date: D Building Type: (W,(5ne Family ( )Two Family ( )Townhouse Type of Work: ( ) Existing (L),lVew Construction GENERAL CODE ITEM REQUIRED ALLOWED (ok) 301.2 Design Criteria Tb1301.5 & 301.6 302.1 Location on lot 5 feet/35%max. aGC. 302.2 Openings 303 Light/Ventilation Habitable rooms 8% & 4% 303.3 Bathrooms 3sf open able glazing le Exception 50 cfm 303.6 Stairway Illumination YES 304.1 Habitable Rooms 120sf min. Dk- 304.2 Other Rooms 70sf min. 305.1 Ceiling Height 7 feet min. / Er 4 f� 307.1 Plumbing Fixtures Min. clearances 308.1 Safety Glazing 308.4 Hazardous Locations 309.1 Garage Openings 20-minute door oK- 309.2 Separation Required yes Gk, 310.1 Emergency Rescue 5sf&(-iiD OK 310.2 Window Wells �J/A i 4 L'. .� ��ti, y, 1 1� � 1 � I • y . 1 MEANS OF EGRESS CODE ITEM REQUIRED ALLOWED (ok) 311.2.1 Attachments Lag Bolts/Screws A11A 311.2.2 Under Stair Protection Min. 1/2 -inch a k_ 311.3 Hallway Width 3 feet min. y Old 311.4.2 Door Required 3 feet min., 6' 8" Q 311.4.3 Landings 3 feet x 3 feet min. S '/A6;'e 311.5.1 Stairway Width 3 / 0,7 a a 311.5.2 Headroom 6' 8"min. ak 311.5.2 Stair Profile Tread depth 10"min. X Q. Riser Height 7 1/4"max. 311.5.6 Handrails 4 plus risers oil.. 311.5.6.1 Handrail Profile ,�y _3F O&_ 311.6 Ramps 312.1 Guards (,vA," p� 313.1 Smoke Detection 314 Foam Plastic �( 317.1 Two-family Separation tj1A 317.2 Townhouse Separation ,U/A 319.1 Treated Wood/Ground K a/c. 319.3 Fasteners - HD6 1-2.1AX 325 & 326 Adult Family/Day Care N/t �„ .„ . . i � :. �. . • I � S' FOUNDATIONS CODE ITEM REQUIRED ALLOWED (ok) 401.3 Foundation Drainage ® � 401.4.1 Soils ��EL,D V; 403.1 Footings 403.1.3 Seismic Reinforcing �S 403.1.4 Footing Depth 12-inch min. Q 403.1.6 Foundation Anchors % inch min. p 403.1.7.1 Clearance from Slopes - ��1 404 Foundation Walls _ Tables 404.1 (1), (2), (3) Not adopted Tables 404.1.1 (1), (2), (3), (4), (5) Reinforcement 4(___ Foundation Drainage — D� 406.1 Damproofing 407 Columns 408.1 Under-floor Space d� 408.2 Ventilation lsf/300sf 408.3 Unvented Crawl Spaces N/� 16"x 24" outside 408.4 Access 18"x 24"inside Q ;Ii � �6; � r, 1 �T i a i w 1 FLOOR SYSTEMS CODE ITEM REQUIRED ALLOWED (ok) 502.3 Allowable Joist Spans m� 502.10 Headers/Openings o� 502.11 Trusses 502.12 Draftstopping 504 Pressure Treated Wood d� v 506 Concrete Floors WALL SYSTEMS CODE ITEM REQUIRED ALLOWED (ok) 602.3.1 Stud Size & Spacing 602.3.1 Fastener Schedule (2), (3), (4), (5) 602.10 Wall Bracing 602.10.6.2 Alt. Brace Wall Panel6��% � 602.10.11.4 Cripple Wall Bracing 602.11.3 Stepped Foundations N/A 610.1 Glass Unit Masonry NI 613 Exterior Windows/Doors 702.1 Interior Wall Covering �Z ti cot, O 702.3.8 Water Resistant Gypsum 702.3.8.1 Limitations NP in tubs/showers A-)07E: 703 Exterior Coverings — -0�- 703.7 Stone/Masonry Veneer 703.8 Flashing klln4 '�-J �c 4 � . a ti ROOF/CEILING CONSTRCUTION CODE ITEM REQUIRED ALLOWED (ok) 802.4 Ceiling Joist Spans �A,�ys 02L 802.5 Rafter Spans 7?tws-5 0� 802.11 Roof Tie Downs 803 Roof Sheathing 806 Roof Ventilation 11150 807.1 Attic Access 22"x 30" D� 905.2.7 Underlayment Chapter 10 Chimneys and Fireplaces Chapter 11 Energy Code—Use Washington Energy Code NOTES: o rT 6a ' 3 i o s i 6- o/ -o o Rio p�RV�o�S ��Re Y^+ III 24 ao ry 35 a� � 3 ©D 20 y `o r RECEIVED MAR 0 7 2008 COA PERMIT CENTER R Lr)?ob8b0103 I I 7' - 1-�g: Structural Des'19 n Associates �nbineering, S'tructums to Last March 13, 2008 Amy Rusko 238 N. Olympic Ave. Building & Plans Dept Arlington, WA 98223 Ref: CW Bright Construction SDAS Job # 3048 Dear Amy: The stamp below is sent as requested to facilitate completion of referenced job only. Please call if you have further questions. Reg ;ds 1 Theresa Schaudies Structural Design Associates (425) 339-0293 SCOV'r,�� 22.10 Hewitt Ave,SUite. 101 Everett,QUA 98201 Ph: 425 339-0293 Fay: 425-2.52-0916 Zvww.strucdes.Con I�. ' M Structural Design Associates North Star Building 2210 Hewitt Avenue, Suite 401 Everett, WA 98201 -3774 Phone: (425) 339-0293 Fax: (425) 252-0916 STRUCTURAL CALCULATIONS Lateral Only SDA Job # 4984 �S co V f� G� a? WAS,CTO h O 34383 EXPIRES f j Plan 3048 Arlington, WA December 4, 2007 RECEIVED MAR 0 7 2008 CQA PERMIT CENTER bb 3 . , Sir � ,� .. -� I I �=��r'1.����� �},�� i' 1��1 IT..�L+ � rVY•� Plan 3048 I December 4, 2007 I SDA Job # 4984 Design Criteria Scope of Work: Lateral Only Site Address: Arlington, WA j Number of Stories: 2 Engineer: JH Roof Loading Roofing Composition .57 3.0 Sheathing 15/32" Plywood 1 Insulation Roll/Batt 3.0 Ceiling 5/8" GWB 2 8 Framing Trusses 2.2 Miscellaneous fixtures, mechanical, electrical, etc. 2.5 TOTAL DEAD LOAD: 15.0 psf ROOF SNOW LOAD: 25.0 psf Upper Floor Loading Floor Covering Carpet/Hardwood/Tile T 3.0 Sheathing 3/4"T&G 2.3 Ceiling 1/2" GWB 2.2 Joists I-Joists 2 1 Beams 1.0 Miscellaneous fixtures, mechanical, electrical, etc. I 1.4 TOTAL DEAD LOAD: 12.0 psf FLOOR LIVE LOAD: 40.0 psf Main Floor Loading Floor Covering Carpet/Hardwood/Tile 3.0 Sheathing 3/4"T&G 2.3 Ceiling None 2.2 Joists 2x12 2.1 Beams 1.0 Miscellaneous fixtures, mechanical, electrical, etc. 1.4 TOTAL DEAD LOAD: 12.0 psf FLOOR LIVE LOAD: 40.0 psf Soil Bearing Capacity: 1500 psf Frost Depth: 18 in Plan 3048 1 December 4, 2007 SDA Job # 4984 1 Type of construction: I New 2-story residence Location: Arlington, WA Applicable Building Codes: 12006 IBC,ASCE 7-05 Work performed : Lateral Only �_WIND DESIGN__ Ps = AIwPs3oKZt Exposure :F Wind Exposure Category as set forth in Section 6.5.6.3 of ASCE 7-05 Wind Speed= 85 MPH Basic Wind Speed as used in Figure 6-2 of ASCE 7-05 Ps30= Simplified design wind pressure for Exposure B,at h=30 feet and for I = 1.0,from Figure 6-2 Iw= I Importance factor as defined in Table 6.1 of ASCE 7-05 A = 1.00 Adjustment factor for building height and exposure from Figure 6-2 of ASCE 7-05 Kn= 1.00 Adjustment factor for increased wind speed due to a hill or escarpment Roof slope : rise run Front/Rear tan-� ( 5 / 12 = 22.6 degrees � � 9 Number of floors: Left/Right tan- ( 5 / 12 = 22.6 degrees 23 ft Mean Elevation Average uplift(F/R)= -7.1 psf Based on wind zones'G'and'H' Average uplift(R/L)= -7.1 psf Based on wind zones'G'and'H' r O End zone of wall_ Front/Rear End zone of roof Left/Right Front/Rear Left/Right Ps30 = A= 15.1 psf 15.1 psf B = -0.8 psf -0.8 psf P, = 15.1 psf 15.1 psf -0.8 psf -0.8 psf Interior zone of wall Interior zone of roof °� U Left/Right Front/Rear Left/Right *pow U Ps30 =FFront/Rear 10.5 psf 10.5 psf D = 0.2 psf 0.2 psf Ps = 10.5 psf 10.5 psf 0.2 psf 0.2 psf p Transverse WIND LOAD CALCULATIONS FRONT REAR 11/2ND FLOOR= WIND ZONE D A C C AVE. HEIGHT 4,5 4 4 6 AVE. WIDTH 34 10 40 14 Ps 0.16 10.50 10.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 25 ±%d1679 1 882 0 0 0 0 0 0 1 0 TOTAL ;4,370 Ibs 'Minimum net pressure controls. The calculated pressure is less than the minimum net pressure, equal to 1 Opsf applied over the entire area. (ASCE 7-05 6.4.2.1.1) FV 7ST FLOOR= WIND ZONE A C AVE. HEIGHT 9 9 AVE. 10 40 Ps 15.11 1 10.50 0.00 0.00 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 1360 3778 0 0 1 0 1 0 1 0 0 0 0 0 0 TOTAL f5,139lbs NOT USED WIND ZONE AVE. HEIGHT AVE. WIDTH Ps 0.00 0.00 0.00 0.00 0.00 1 0.00 1 0.00 1 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 0 0 0 0 0 0 1 0 1 0 0 0 0 0 TOTAL IOlbs _ y I �.. I �. Plan 3048 ' December 4, 2007 SDA Job# 4984 2 WIND LOAD CALCULATIONS LEFT RIGHT FV2ND FLOOR= WIND ZONE B D A C C AVE. HEIGHT 4 6 4 4 5 AVE.WIDTH 16 26 10 47 6 Ps 0.00 0.16 15.11 10.50 10.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 0 25 605 1973 315 0 0 0 0 0 0 0 TOTAL 14,780 Ibs _ Minimum net pressure controls. The calculated pressure is less than the minimum net pressure, equal to 10psf applied over the entire area. (ASCE 7-05 6.4.2.1.1) FV 1ST FLOOR= WIND ZONE A C AVE. HEIGHT 9 9 AVE.WIDTH 10 44 Ps 15.11 10.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 1360 4156 0 0 0 0 0 0 0 0 0 0 TOTAL 15,516lbs NOT USED WIND ZONE AVE. HEIGHT AVE.WIDTH Ps 0.00 0.00 0.00 0.00 1 0.00 1 0.00 1 0.00 0.00 0.00 1 0.00 0.00 0.00 SUBTOTAL 0 1 0 0 0 1 0 0 1 0 0 1 0 1 0 0 0 TOTAL 11016s -------------- I p CALCS: L------------J 2ND FLOOR CALCULATIONS.- Plate Height: 8.00 ft Tributary Area: 20.0 Total length of Shearwall in Shortest Line: 24.75 ft Total Area: 50.0 Length of Shortest Segment within Shear Line: 11.00 ft Length of Longest Segment in Shear Line: 13.75 ft p =r 1.00 i L----J MAIN FLOOR CALCULATIONS. ASCE 7-05 12.3.4.2 b Plate Height: 6.50 ft Tributary Area: 1 0 Total length of Shearwall in Shortest Line: 4.00 ft Total Area:! 56.00 Length of Shortest Shearwall within Shear Line: 2.00 ft Length of Longest Wall in Shear Line: 2.00 ft p =1 0_1 NOT USED: ASCE 7-05 12.3.4.2 a Plate Height: 0.00 ft Tributary Area: 1.0 Total length of Shearwall in Shortest Line: 0.00 ft Total Area: 2.0 Length of Shortest Shearwall within Shear Line: 0.00 ft Length of Longest Wall in Shear Line: 0.00 ft p =`- -NA I / _ �. Y I Plan 3048 December 4, 2007 SDA Job# 4984 3 SEIS M IC DESIGN All loads in pounds per square fool L__________:_J WALL DEAD LOAD = 10 psf ROOF DEAD LOAD = 15.0 psf E = Eh + E FLAT ROOF SNOW LOAD = 25 psf UPPER FLOOR D.L. = 12.0 psf E = PQE+.2SDSD QE = V= CSW RED.S.L. (20%*S.L.) = 0 LOWER FLOOR D.L. = 12.0 psf p 1.00 FLOOR LIVE LOAD= 40.0 sf = Site Class = D When the Site Class is not specified by Geotech, D will be assumed IE= 1 Importance factor as defined in Table 1 1.5-1 R = 6.5 hn=i 29 Total height of structure V= 0.7SDSIEW/R SDs=2/3 SMS Ss = 110.1% ---� SMs = 116.7% V= Vmax = SDI IEW/T°R SMs = (Fa)(Ss) Fa = 1.06 SDS = 77.8% E = ' 0.084 IW T. = 0.02h o.�s SDI = 2/3 SM1 SI = 30.9% SMi = 49.4% ---J T.= 0.25 s SMI = (Fv)(SI) Fv = 1.60 SDI = 33.0% Cs = j 0.084 j 2ND FLOOR DIAPHRAGM LOADING: 7sT FLOOR DIAPHRAGM LOADING: W(ROOF) = LENGTH WIDTH LOAD TOTAL W(ROOF) = LENGTH WIDTH LOAD TOTAL 31.5 38 15.0 17955 14.5 16 15.0 3480 11.5 26 15.0 4485 8 11 15.0 1320 9 26 15.0 3510 6 30 15.0 2700 24 16 15.0 5760 15.0 0 15.0 0 15.0 0 Area = 2114 Sub-Total= 31710 Area = 500 Sub-Total= 7500 W(FLOOR) = LENGTH WIDTH LOAD TOTAL W(FLOOR) = LENGTH WIDTH LOAD TOTAL 12.0 0 1648 1 12.0 19776 12.0 0 12.0 0 12.0 0 12.0 0 12.0 0 12.0 0 12.0 0 12.0 0 Area = 0 Sub-Totol= 0 Area= 1648 Sub-Total= 19776 W(WALL) =1 LENGTH ITRIB. HT.I LOAD TOTAL W(WALL) =MLENGTH TRIB. HT. LOAD TOTAL 182 4 10.0 7280 4 10.0 7280 150 4 10.0 6000 4 10.0 6000 10.0 0 4 10.0 5600 10.0 0 4 10.0 6000 10.0 0 1 110.0 0 Area = 1328 Sub-Total= 13280 Area= 2488 Sub-Total= 24880 TOTAL = 44990 lb TOTAL = 52156 lb NOTAPPLICABLE W(ROOF) = LENGTH WIDTH LOAD TOTAL V(2ND FLOOR) _ .084 x 44990 lb = 3770 Ibs 15.0 0 V(1ST FLOOR) _ .084 x 52156 lb = 4370 Ibs 15.0 0 V() _ .084 x lb = Ibs 15.0 0 15.0 0 I REDISTRIBUTE: 1 15.0 0 '------------------- Area = 0 Sub-Total= 0 Y-V x p height FV x height W(FLOOR) = LENGTH WIDTH LOAD TOTAL 3770 lb 17 64084 12.0 0 4370lb 9 39331 12.0 0 lb 0 12.0 0 TOTAL = 8140 lb TOTAL -= 103415 12.0 0 Area 12.0 0 E(2ND) = IV x height x IV TOTAL = 5044 Ibs = 0 Sub-Totol= 0 FV x height TOTAL W(WALL) =MLENGTHMTRIB. LOITOTAL10. EV x height x FV TOTAL 10. E 1 ST = _( ) FV x height TOTAL 3096 Ibs 10.10. E U _ NOT USED - 0 Ibs 10.0 0 Area = 0 Sub-Total= 0 TOTAL = lb MCE Parameters - Conterminous 48 States Zip Code - 98223 Central Latitude = 48.207031 Central Longitude = -121.953365 MCE MAP VALUES Short Period Map Value - Ss = 110.1% g 1.0 sec Period Map Value - S1 = 30.9% g RESIDENTIAL DESIGN INFORMATION Short Period Map Value - Ss = 110.1% g Soil Factor for Site Class D - Fa = 1.06 Residential Site Value = 2/3 x Fa x Ss = 77.8% g Residential Seismic Design Category = D1 �. I I Plan 3048 ' December 4, 2007 4984 4 r ------SUMMARY:-------I L------------- —:— —J WIND (front-rear) WIND (left-right) SEISMIC FV(2ND) = 4370 Ibs 4780 Ibs 5044 Ibs FV(MAIN) = 5139 Ibs 5516 Ibs 3096 Ibs NOT APPLICABLE 0 Ibs 0 Ibs 0 Ibs TOTAL = 9509 Ibs 10296 Ibs 8140 Ibs ------------------------ DIAPHRAGM SHEAR I 240 PLF Total diaphragm length =F 52.0 Sub-diaphragm length = 52.0 ft Diaphragm width = 50.0 ft FV(2ND) =15,044 Ibs EV(2nd) 5044 lb 50 PLF 0.0 ft � (2)(width) 100 ft 25.0 ft �• IBC Table 2306.3.1 240 PLF USE 15/32 CDX ROOF SHEATHING OR 3/4 T&G CDX SUBFLOORING L— CHORD:—_� Sub-diaphragm length =1 52.0 ft Total-diaphragm length = 52.0 ft Sub-diaphragm width = 50.0 fi T — M — FV x(diaphragm length) 5044 x 52 ft — 656 Ibs B 8 x(diaphragm width) 8 x 50 ft Top Plate Size: 2x6 Species/Grade: HF #2 Area = 8.25 in-2 Ft = 525 psi Load duration (Co) = 1.60 Tdowabie = Area x CD x Ft = 6,930 Ibs Since T allowable is greater than T applied, OK. SHEAR CAPACITY OF 1 Od COMMON NAIL = F—10-2—l—bs—I 102 x Cd x p = 163 Ibs 2005 NDS #OF NAILS PER 4 FT SPLICE = 656 Ibs = 4 163 Ibs USE 2x6 HF#2 TOP PLATE W/ (8) 1 OcI COMMON NAILS PER SPLICE. w_ �I a. I Plan 3048 December 4, 2007 SDA Job# . 4984 5 r---------------- 'Lateral Calculation Key—J 1P2 V= Shear, plf H = Height of shearwall L = Length of shearwall P1 =Weight of shearwall and connected framing P1 P2 =Weight of adjacent wall TI �C T=V x H -0.5P1 - P2 =Tension reaction to be resisted by holdown Jl C =V x H + 0.5P1 = Compression reaction iASD Basic_Load_Combinations ___� For calculation of tension and compression forces in compliance with ASCE 7-05 2.4.7 Tension Equations (Uplift) 7. 0.6D +W 8. (0.6-0.14Sps)D + E 0.49D + E *8. (0.6 -0.14Sos)D + 2.5E 0.49 D + 2.5E _Compression Equations 5. D + W 5. (1 + 0.14Sps)D + E ► 1.11 D + E 6. D + 0.75W+ 0.75L + 0.75S 6. (1.0 + 0.105Sps)D + 0.75E + 0.75L + 0.75S ► 1.08 D + 0.75 E+ 0.75 L + 0.75 S *5. (1 + 0.14Sps)D + ME 1.11 D + 2.5E *6. (1.0 + 0.105SAD + 1.875E + 0.75L + 0.75S —► 1.08 D +1.875 E + 0.75 L + 0.75 S *Equations include overstrength factor. Note:The 0.7 factor for Earthquake loading has already been incorporated into the calculation of the lateral design force Eh,but not E,. Therefore this factor has been omitted from equations 5,6 and 8 where appropriate. Plan 3048 1 December 4, 2007 t SDA Job # 4984 I 6 UPPER FLOOR FRONT SHEARWALL WIND SEISMIC Floor Info Tributary Width(Upper Floor) Tributary Area(Upper Floor) Upper Floor Level,e.g.Upper,Main,Lower 12.0 tributary width 12.0 tributary area Lt-Rt Load Direction,e.g. Left-Right, Front-Rear 52.0 total width L5L0 total area (For Left Wall,Use Front-Rear Load Direction) Tributary Width(Main Floor) Tributa Area(Main Floor) OSB Sheathing type 0.0 tributary width 0-0 tributary area Values from table 2306.4.1 of the 2006 IBC 1.0 total width 1.0 total area F_Roof7 Resisting Dead Load Not Used Not Used (e.g.Roof,Upper Floor,Main Floor) 0.0 tributary width r 0.0 tribulary area 18.00 ft Total Length of Shearwalls 1.0 total width 1.0 total area V(from upper)= 4780 lb 5044 lb Height of Shearwall = 8.0 fti Weight of Shwall= 10.0 Ibs V(from main)= 0 lb 0 lb Length of Shearwall= 3.0 ft Tributary width for deadear load= 3;0 ft V(from lower)= 0 lb 0 lb Asped Ratio OK Length of adjoining wall= Pq E(Wind)= 4,780 lb E(Smc)= 5,044 lb Use alternate R factor for seismic? No v = 61 PLF v = 65 PLF IBC 2306.4.1 0 (2w/h) x 0.93 x 260= 181 PLF USE Q Seismic confrois sherar,4,ol/design CTOTAL= (floor above)+(this floor)= + 490 Ibs = 490 Ibs Wind controls TOTAL - floor above)+(this floor)= + 148 Ibs = 148 Ibs Load case 8 controls-Wind - -� _- controls holdown design Where overstrength factor is applicable,use this NO HOLDOWNS REQUIRED OK value for E in equations 5,6,and 8: E=517 Ibs UPPER FLOOR REAR ... SHEARWALL WIND SEISMIC Floor Info Tributary Width(Upper Floor) Tributary Area(Upper Floor) Upper7 Floor Level,e.g.Upper,Main,Lower _11-07 tributary width F 11.0 tributary area Lt-R! Load Direction,e.g. Left-Right,Front-Rear 52.0 total width 52.0 total area (For Left Wall,Use Front-Rear Load Direction) Tributary Width(Main Floor) Tributary Area(Main Floor) OSS Sheathing type 0.0 tributary width r 0.0 tributary area Values from table 2306.4.1 of the 2006 IBC 1,0 total width 1.0 total area Roof Resisting Dead Load Not Used Not Used (e.g.Roof,Upper Floor,Main Floor) 0.0 tributory width 0.0 tributary area 26.83 ft I Total Length of Shearwalls 1.0 total width 1.0 total area V(from upper)= 4780 lb 5044 lb Height of Shearwall= 8.0 ft Weight of Shrwall= 10.0lbs V(from main)= 0 lb 0 lb Length of Shearwall= 5.0 ft Tributary width for deadea load= 3.0 ft V(from lower)= 0 lb 0 lb Aspect Ratio OK Length of adjoining wall= 4.0 ft E(Wind)= 4,780 lb E(Smc)= 5,044 lb Use alternate R factor for seismic? No v = 38 PLF V = 40 PLF IBC 2306.4.1 0. 0.93 x 260= 242 PLF ----► USE Q Seismic controls sheanvall design CTOTAL= (floor above)+(this floor)= + 301 Ibs = 301 Ibs Wind controls TTOTAL= (floor above)+(this floor)= + -103 Ibs = -103 Ibs Load case 8 controls-Wind contr-ofs ho(dowo design Where overstrength factor is applicable,use this NO HOLDOWNS REQUIRED OK value for E in equations 5,6,and 8: -E=318 Ibs 11 UPPER FLOOR RIGHT SHEARWALL WIND SEISMIC Floor Info Tributary Width(Upper Floor) Tributary Area(Upper Floor) Upper Floor Level,e.g. Upper,Main,Lower 1 20.0 Itribularywicth 20.0 tributary area Ft-Rr Load Direction,e.g.Left-Right,Front-Rear 50.0 total width 50.0 total area (For Left Wall,Use Front-Rear Load Direction) Tributary Width(Main Floor) MO_� Area(Main Floor) OSB Sheathing type 0.0 tribulary width tributaryarea Values from table 2306.4.1 of the 2006 IBC 1.0 total width total area Roof Resisting Dead Load Not Used Not Used (e.g.Roof,Upper Floor,Main Floor) 0.0 tributary width 0.0 tributary area 25.00# Total Length of Shearwalls 1.0 total width 1.0 total area V(from upper)= 4370 Ib 5044 lb Height of Shearwall = 8.0 111 Weight of Shearwall= 10.0 Ibs V(from main)= 0 lb 0 lb Length of Shearwall= 11.0 ft Tributary width for dead load= 3.0 ff V(from lower)= 0 lb 0 lb Asped Ratio OK Length of adjoining wall= 4.0 ft E(Wind)= 4,370 lb E(Smc)= 5,044 lb Use alternate R factor for seismic? No v = 70 PLF V = 81 PLF IBC 2306.4.1 ► 0.93 x 260= 242 PLF USE A Seismr'C corbals sheorwait w!srgn CTOTAL (floor above) r i �D'tj + 559 Ibs = 559 Ibs Wind controls TTOTAL -- (floor above) (this this floor)this floor) ,55_-r , + -32 Ibs = -32 Ibs Load case 8 controls-Wind Where overstrength factor is applicable,use this NO HOLDOWNS REQUIRED OK value for E in equations 51 6,and 8: - E=646 Ibs •�.: I Plan 3048 I December 4, 2007 SDA Job # 4984 I 7 UPPER FLOOR LEFT SHEARWALL WIND SEISMIC Floor Info Tributary Width(Upper Floor) Tributary Area(Upper Floor) Upper Floor Level,e.g.Upper,Main,Lower 1 1.0 11ribulorywidth 1.0 tributary area Ft.Rr Load Direction,e.g.Left-Right,Front-Rear 1 2.0 Itotal width F 2.0 total area (For Left Wall,Use Front-Rear Load Direction) Tributary Width(Main Floor) Tributary Area(Main Floor) OSB Sheathing type 0.0 lributory width 0.0 tributary area Values from table 2306.4.1 of the 2006 IBC 1.0 total width 1 0 total area Roof Resisting Dead Load Not Used Not Used (e.g.Roof,Upper Floor,Main Floor) 0.0 Iribufary width 0.0 tributary area 24.00 ft Total Length of Shearwalls 1.0 total width total area V(from upper)= 4370 lb 5044 lb Height of Shearwall= 8.0 ft Weight of Shea wall=P4.0 V(from main)= 0 Ib 0 Ib Length of Sheawwall= 6.O ft Tributary width for dead load= V(from lower)= 0 lb 0 lb AspEed Ral c OK Length of adjoining wall= E(Wind)= 4,370 lb E(Smc)= 5,044 lb Use alternate R factor for seismic? No v = 91 PLF V = 105 PLF IBC 2306.4.7 --► 0.93 x 260= 242 PLF USE Q 5eisn7ic c01711'01s shoal-wo(I design CTOTAL= (floor above)+(this floor)_ + 728 Ibs = 728 Ibs Wind controls TTOTAL= (floor above)+(this floor)_ + 292 Ibs = 292 Ibs Load case 8 controls-Wind end eonlioIs hcldown design Where overstrength factor is applicable,use this-_^- NO HOLDOWNS REQUIRED OK value for E in equations 5,6,and 8: E= 841 Ibs UPPER FLOOR BDRM 3 FRONT SHEARWALL WIND SEISMIC Floor Info Tributary Width(Upper Floor) Tributary Area(Upper Floor) Upper Floor Level,e.g.Upper,Main,Lower 14.0 tributary width r 14.0 tributary area Ft-Rr Load Direction,e.g. Left-Right,Front-Rear 52.0 total width 52.0 total area (For Left Wall,Use Front-Rear Load Direction) Tributary Width(Main Floor) Tributary Area(Main Floor) OSB Sheathing type 0.0 tributary width 0.0 tributary area Values from table 2306.4.1 of the 2006 IBC 1.0 total width 1.0 total area Roof Resisting Dead Load Not Used Not Used (e.g.Roof,Upper Floor,Main Floor) 0.0 tributary width 0.0 tributary area 12.50 ft Total Length of Shearwalls 1 1.0 total width F 1.0 total area V(from upper)= 4370 lb 5044 Ib Height of Shearwall= 8.0 fil Weight of Shearwall= 10.0 Ibs V(from main)= 0 lb 0 lb Length of Shearwall= 12.5 ft Tributary width for dead load= 13.0 ft V(from lower)= 0 lb 0 lb Aspect Ratio OK Length of adjoining wall= 4.0 ft E(Wind)= 4,370 lb E(Smc)= 5,044 lb Use alternate R factor for seismic? No v = 94 PLF V = 109 PLF IBC 2306.4.1 - ► 0.93 x 260= 242 PLF USE Q ei5?T7%G'cot7taol5 sheot-vtlm"l design CTOTAL= (floor above)+(this floor) = + 753 Ibs = 753 Ibs Wind controls TTOTAL = (floor above)+(this floor)= + -374 Ibs = -374 Ibs Load case 8 controls-Wind __ . --__.�.w...__�_... Ian ct;rlrro/s hoi,-)owr7 design Where overstrength factor is ap i� applicaa leble,use this NO HOLDOWNS REQUIRED OK value for E in equations 5,6,and 8: - E= 869 Ibs UPPER FLOOR MEDIA PM REAR _ SHEARWALL WIND SEISMIC Floor Info Tributary Width(Upper Floor) Tributary Area(Upper Floor) Upper Floor Level,e.g.Upper,Main,Lower 15.0 iributarywidth 15.0 tributary area Ft-Rr Load Direction,e.g.Left-Right,Front-Rear F52.0 total width F52.0 total area (For Left Wall,Use Front-Rear Load Direction) Tributary Width(Main Floor) Tributary Area(Main Floor) OSB Sheathing type 0.0 tributary width F 0.0 tributary area Values from table 2306.4.1 of the 2006 IBC F,.0 total width F 1.0 Jtotal area Roof Resisting Dead Load Not Used Not Used (e.g.Roof,Upper Floor,Main Floor) 0.0 lributory width 0.0 tributary area 10.00 ft Total Length of Shearwalls 1.0 total width 1.0 total area V(from upper)= 4370 lb 5044 lb Height of Shearwall= 8.0 fil Weight o Shearwall= 10.0 Ibs f V(from main)= 0 lb 0 lb Length of Shearwall= 10.0 ft Tributary width for dead load= 13.0 ft V(from lower)= 0 lb 0 lb !aspect Ratio OK Length of adjoining wall= 4.0 ft E(Wind)= 4,370 lb E(Smc)= 5,044 lb Use alternate R factor for seismic? No v = 126 PLF v = 146 PLF IBC 2306.4.1 ► 0.93 x 260= 242 PLF -► USE Q [E ] Seismic contro.!s sf e,wv✓all design CTOTAL = (floor above)+(this floor)= + 1008 Ibs = 1008 Ibs Wind controls TTOTAL - (floor above)+(this floor)= + 19 Ibs = 19 Ibs Load case 8 controls-Wind -----Y------- IV in COrlrrOlS h17/di?IVn des%Cin -------- --------- --- _ - Where overstrength factor is applicable,use this NO HOLDOWNS REQUIRED OK value for E in equations 5,6,and 8: _ Eµ 1 164 Ibs L - -- - -- - ��,. I Plan 3048 I December 4, 2007 SDA Job # 4984 I 8 UPPER'FLOOR BDRM 20 RIGHT SHEARWALL WIND SEISMIC Floor Info Tributary Width(Upper Floor) Tributary Area(Upper Floor) Upper Floor Level,e.g.Upper,Main,Lower 6.5 tributary width 6-5 tributary area Lt-Rf Load Direction,e.g.Left-Right,Front-Rear 50.0 total width 50.0 total area (For Left Wall,Use Front-Rear Load Direction) Tributo Width(Main Floor) Tributary Area(Main Floor) OSB Sheathing type 0.0 tributary width 00 tributary area Values from table 2306.4.1 of the 2006 IBC 1.0 total width 1.0 total area Roof Resisting Dead Load Not Used Not Used (e.g.Roof,Upper Floor,Main Floor) 0.0 Iributory width 0.0 1tributary area 17.00 ft Total Length of Shearwalls 1.0 total width 1.0 total area V(from upper)= 4780 lb 5044 lb Height of Shearwall= 8.0 ft Weight of Shearwall= 10.01bs V(from main)= 0 lb 0 lb Length of Shearwall = 4.0 ft Tributary width for dead rood V(from lower)= 0 lb 0 lb Aspect Ratio OK Length of adjoining wall E(Wind)= 4,780 Ib E(Smc)= 5,044 lb Use alternate R factor for seismic? No v = 37 PLF v = 39 PLF IBC 2306.4.1 - 0 0.93 x 260= 242 PLF USE Ql Seismic conhzals sheoi-wall design CTOTAL= (floor above)+(this floor)_ + 292 Ibs = 292 Ibs Wind controls TTOTAL= (floor above)+(this floor)_ + -81 Ibs = -81 Ibs Load case 8 controls-Wind cnnlrI h hollow.-)desigrr Where overstrength factor-is-applicable,use this_ _------ --_ NO HOLDOWNS REQUIRED OK value for E in equations 5,6,and 8: - _ E=309 Ibs - UPPER FLOOR MEDIA LEFT SHEARWALL WIND SEISMIC Floor Info Tributary Width(Upper Floor) Tributary Area(Upper Floor) Upper Floor Level,e.g.Upper,Main,Lower 5.0 tributory width 5.0 tributary area Lt-Rt Load Direction,e.g.Left-Right,Front-Rear 50.0 total area 50.0 total width (For Left Wall,Use Front-Rear Load Direction) Tributary Width(Main Floor) Tributary Area(Main Floor) OSB Sheathing type F 0.0 tributary width 0 0 Iributary area Values from table 2306.4.1 of the 2006 IBC 1.0 total width 1.0 total area Roof Resisting Dead Load Not Used Not Used (e.g.Roof,Upper Floor,Main Floor) 0.0 tributary width 0.0 tributary area 17.00 ft Total Length of Shearwalls 1 1.0 total width 1.0 total area V(from upper)= 4780 lb 5044 lb Height of Shearwall= 8-0 ft Weight of Shearwall= 10.0 Ibs V(from main)= 0 lb 0 lb Length of Shearwall= 4.0 ft Tributary width for dead load= 3.0 ft V(from lower)= 0 Ib 0 lb Aspect Ratio OK Length of adjoining wall = PEI E(Wind)= 4,780 lb E(Smc)= 5,044 lb Use alternate R factor for seismic? No v= 28 PLF V = 30 PLF IBC 2306.4.1 0.93 x 260= 242 PLF --► USEQ Seismic con/ro/s shearival/daAgn CTOTAL = (floor above)+(this floor)= + 225 Ibs = 225 Ibs Wind controls TTOTAL = (floor above)+(this floor)= + -149 Ibs = -149 Ibs Load case 8 controls-Wind Wind controls holdown design Where overstrength factor is applicable,use this NO HOLDOWNS REQUIRED OK value for E in equations 5,6,and 8: E_ 237 Ibs MAIN FLOOR GARAGE FRONT SHEARWALL WIND SEISMIC Floor Info Tributary Width(Upper Floor) Tributary Area(Upper Floor) Main Floor Level,e.g. Upper,Main,Lower 1 12.0 Itributory width 12.0 tributary area Lt-R1 Load Direction,e.g. Left-Right,Front-Rear r 52.0 total width 52.0 total area (For Left Wall,Use Front-Rear Load Direction) Tributary Width(Main Floor) Tributary Area(Main Floor) OSB Sheathing type 13.0 tributary width 13.0 tributary area Values from table 2306.4.1 of the 2006 IBC 56.0 total width 56.0 total area U/FL Resisting Dead Load Not Used Not Used (e.g.Roof,Upper Floor,Main Floor) O.0 tributary width F 00 tributory area 4.00$ Total Length of Shearwalls 1.0 total width 1.0 total area V(from upper)= 4780 lb 5044 lb Height of Shearwall = 6.5 ft Weight of Shearwall= 10.0 Ibs V(from main)= 5516 lb 3096 lb Length of Shearwall= 1.9 ft Tributary width for dead load= 3.0 ft V(from lower)= 0 lb 0 lb Asped Ratio OK Length of adjoining wall= 4.0 ft E(Wind)= 10,296 lb E(Smc)= 8,140 lb Use alternate R factor for seismic? No v= 596 PLF V = 471 PLF 3x framing required per IBC IBC 2306.4.1 - ► (2w/h) x 0.93 x 980= 526 PLF USE A Seisi��ic controls shearrva/;desrgr� CTOTAL = (floor above)+(this floor)= + 3873 Ibs = 3873 Ibs Wind controls TTOTAL = (floor above)+(this floor)= + 3574 Ibs = 3574 Ibs Load case 8 controls-Wind Kind controls holdown des,gr, Where overstrength factor is applicable,use this USE SIMPSON DESIGNED HOEDOWN: MST60 LJ value for E in equations 5,6 and 8: E=3059 Ibs OR AT FOUNDATION/INTERIOR WALLS USE: STHD10/RJ -_--- - -- - - -- - -- -------------------------- Plan 3048 I December 4, 2007 SDA Job # 4984 I 9 MAIN FLOOR REAR SHEARWALL WIND SEISMIC Floor Info Tributary Width(Upper Floor) Tributary Area(Upper Floor) Main Floor Level,e.g. Upper,Main,Lower 11.0 tributary width 11.0 tributary area Lt-Rt Load Direction,e.g. Left-Right,Front-Rear 52.0 total width 52.0 total area (For Left Wall,Use Front-Rear Load Direction) Tributary Width(Main Floor) Tributary Area(Main Floor) OSB Sheathing type 18.0 tributary width 18.0 tributary area Values from table 2306.4.1 of the 2006 IBC 56.0 total width 56.0 total area U/FL Resisting Dead Load Not Used Not Used (e.g.Roof,Upper Floor,Main Floor) 0.0utary 0.0 trib width tributary area 11.00 ft Total Length of Shearwalls 1.0 total width 1.0 total area V(from upper)= 4780 lb 5044 lb Height of Shearwall= 8.0 fil Weight of Shearwall= 10.0 Ibs V(from main)= 5516 lb 3096 lb Length of Shearwall= 5.0 ft Tributary width for dead load= 7.5 ft V(from lower)= 0 lb 0 lb Aspect Rat:;;OK Length of adjoining wall E(Wind)= 10,296 lb E(Smc)= 8,140 lb Use alternate R factor for seismic? No v = 133 PLF y = 98 PLF IBC 2306.4.1 0.93 x 260= 242 PLF ��► USE Q1 seligfn%c c0i7tr0ls sheal wa%%design CTOTAL - (floor above)+(this floor)= + 1061 Ibs = 1061 Ibs Wind controls TTOTAL= (floor above)+(this floor)= + 398 Ibs = 398 Ibs Load case 8 controls-Wind rn controls holdown design Where overstrength factor is applicable,use--- NO HOLDOWNS REQUIRED OK value for E in equations 5,6,and 8M_�--.W� E= 786 IbsY- MAIN FLOOR RIGHT SHEARWALL WIND SEISMIC Floor Info Tributo Width(Upper Floor) Tributary Area(Upper Floor) Main Floor Level,e.g.Upper,Main,Lower 1.0 tributary width 1- tributary area Ft-Rr Load Direction,e.g.Left-Right,Front-Rear 2.0 total width F 2.0 lotal area (For Left Wall,Use Front-Rear Load Direction) Tributary Width(Main Floor) Tributary Area(Main Floor) OSB Sheathing type 1.0 tributary width F 1.0 itributary area Values from table 2306.4.1 of the 2006 IBC 2.0 total width 2.0 total area U/fL Resisting Dead Load Not Used Not Used (e.g.Roof,Upper Floor,Main Floor) 0.0 tributary width 0.0 tributary area 46.00 fi Total Length of Shearwalls 1.0 total width 1.0 total area V(from upper)= 4370 lb 5044 lb Height of Shearwall= 8.0 ft Weight of Shearwall= 10.D Ibs V(from main)= 5139 lb 3096 lb Length of Shearwall= 4.5 ft Tributary width for dead load= 3.0 ft V(from lower)= 0 lb 0 lb Aspect Ratio.OK Length of adjoining wall= 4.0 ft E(Wind)= 9,509 lb E(Smc)= 8,140 lb Use alternate R factor for seismic? No y = 103 PLF y = 88 PLF IBC 2306.4.1 0.93 x 260= 242 PLF -► USE Q [H] ,Seisrm'c rontrn%s siJeni w aU desiryn _ CTOTAL = (floor above)+(this floor)= + 827 Ibs = 827 Ibs Wind controls TTOTAL= (floor above)+(this floor)= + 392 Ibs = 392 Ibs Load case 8 controls-Wind nfY r_nni"nl5 hokJown dc:+,sirxn ___________________W________M_______�___........�. ---ry Where overstrength factor is applicable,use this NO HOEDOWNS REQUIRED OK! value for E in equations 5,6,and 8: E_ 708 Ibs zq MAIN FLOOR LEFT SHEARWALL - WIND SEISMIC Floor Info Tributary Width(Upper Floor) Tributary Area(Upper Floor) Main Floor Level,e.g.Upper,Main,Lower 1 1.0 11ributory width 1.0 tributary area Lt-Rt Load Direction,e.g. Left-Right,Front-Rear 2.0 total width F2.0 total area (For Left Wall,Use Front-Rear Load Direction) Tributary Width(Main Floor) TribuI Are ata(Main Floor) OSB Sheathing type 1.0 tributary widthF 1.0 tribury area Values from table 2306.4.1 of the 2006 IBC 2.0 total width 2.0 total area U/FL Resisting Dead Load Not Used Not Used (e.g.Roof,Upper Floor,Main Floor) 0.0 tribulory width 0.0 tributary area 41.58 ft Total Length of Shearwalls 1.0 total width 1.0 total area V(from upper)= 4780 lb 5044 lb Height of Shearwall = 8.0 fi Weight of Shearwall= 10.0 Ibs V(from main)= 5516 lb 3096 lb Length of Shearwall= 3.0 ft Tributary width for dead load= 6.0 ft V(from lower)= 0 lb 0 lb Aspa cl Ratio OK Length of adjoining wall= 4.0 ft E(Wind)= 10,296 lb E(Smc)= 8,140 lb Use alternate R factor for seismic? No v = 124 PLF v = 98 PLF IBC 2306.4.1 (2w/h) x 0.93 x 260= 181 PLF --► USE 1 [E] J .Seismic rontra?%s shearw�cl,•'desrgn CTOTAL = (floor above) +(this floor)= + 991 Ibs = 991 Ibs Wind controls TTOTAL = (floor above)+(this floor)= ' + 489 Ibs = 489 Ibs Load case 8 controls-Wind Wrn c�nrra%s hc7idow, desiur, Where overstrength factor is applicable,use this NO HOLDOWNS REQUIRED OK J value for E in equations 5,6,and 8: E= 783 Ibs _ � �.;• V Plan 3048 1 December 4, 2007 SDA Job # 4984 I 10 MAIN FLOOR GARAGE REAR SHEARWALL WIND SEISMIC Floor Info Tributo Width(Upper Floor) Tributary Area(Upper Floor) Main Floor Level,e.g.Upper,Main,Lower 1.0 tributary width 1.0 tributary area Lt-RI Load Direction,e.g.Left-Right,Front-Rear 2.0 total width F 2.0 total area (For Left Wall,Use Front-Rear Load Direction) Tributary Width(Main Floor) Tributo Area(Main Floor) OSB Sheathing type 1.0 tributorywidth 1.0 tributary area Values from table 2306.4.1 of the 2006 IBC 2-0 total width 2.0 total area U/FL Resisting Dead Load Not Used Not Used (e.g.Roof,Upper Floor,Main Floor) F-0-.07 tributary width 0.0 tributary area 28.83 ft Total Length of Shearwalls 1.0 total width 1.0 total area V(from upper)= 4780 lb 5044 lb Height of Shearwall= 9.0 ft Weight of Shearwall= 10.0 Ibs V(from main)= 5516 Ib 3096 Ib Length of Shearwall= 3.5 fi Tributary width for dead load= 9.5 fi V(from lower)= 0 lb 0 lb Aspect Ratio OK Length of adjoining wall=FEI £(Wind)= 10,296 lb £(Smc)= 8,140 lb Use alternate R factor for seismic? No v = 179 PLF V = 141 PLF IBC 2306.4.1 (2w/h) x 0.93 x 260= 188 PLF USE 1 Seismic controls sheaiwall design CTOTAL= (floor above)+(this floor)= + 1607 Ibs = 1607 Ibs Wind controls TTOTAL= (floor above)+(this floor)= + 903 Ibs = 903 Ibs Load case 8 controls-Wind ------ ---------------------- rnd cnnh'v/s holdowrn design i Where overstrength factor is applicable,use this USE SIMPSON DESIGNED HOLDOWN: CS14 value for E in equations 5,6,and 8: E= 1271 lb OR AT FOUNDATION/INTERIOR WALLS USE: STHD8/RJ ._,� 1 .� I p&AIV 30 Ll 7- y II F(IZL H-E HT- sTU L) c�t:-cz-,- P� 7o-) W l33 x FZ P5F v sE ("z) 2-x F-4 Z 4 i Title: Job# Dsgnr: Date: 8:51AM, 17 APR 07 Description Scope: Rev. 580006 - - - -- User.KW-06031(V,Ver5.8.0,1-Der2003 Timber Column Design Page 1 (c)1983.2003 ENERCALC Engineering Software 9 4984.full ht stud.ecw:Calculations Description Full Height Stud Check - General Information Code Ref:1997/2001 NDS,2000/2003 IBC,2003 NFPA 5000.Base alltwvables are user defined Wood Section 2-2x6 Total Column Height 19.50 fi Rectangular Column Load Duration Factor 1.00 Column Depth (along y-y axis) 5.50 in Fc 1,300.00 psi Width (along x-x axis) 3.00 in Fb 850.00 psi Sawn E-Elastic Modulus 1,300 ksi Hem Fir,No.2 Unbraced length for"y-yr'axis sideways deflection 19.50 ft Unbraced length for"x-x"axis sideways deflection 1.00 ft Lu XX for Bending 19.50 ft Loads Dead Load - Live Load Short Term Load Axial Load 319.00lbs 100.00 Ibs 0.00 Ibs Eccentricity 0.000in Applied Moment 7,738.00 in-# 0.00 in-# 0.00 in-# Max.Design Moment 7,738.00in-# 0.00in-# 0.00 In-# Summary Column OK Using : 2-2x6, Width= 3.00in, Depth= 5.501n, Total Column Ht= 19.50ft DL+LL DL+LL+ST DL+ST fc:Compression 25.39 psi 25.39 psi 19.33 psi Fc:Allowable 208.35 psi 208.35 psi 208.35 psi fbx :Flexural 511.60 psi 511.60 psi 511.60 psi F'bx:Allowable 1,054.84 psi 1,054.84 psi 1,054.84 psi Interaction Value 0.6500 0.5647 0.6414 Stress etails Fc:X-X 1,412.62 psi For Bending Stress Calcs... Fc:Y-Y 208.35 psi Max k"Lu/d 50.00 F'c:Allowable 208.35 psi Le:Bending 35.8B it F'c:Allow.Load Dur Factor 208.35 psi (Lu-xx"NDS Table 3.3.3 factor) F'bx 1,054.84 psi Rb:(Le d/V2)A.5 16.221 F'bx•Load Duration Factor 1,054.84 psi Min.Allow k"Lu/d 11.00 Cf:Bending 1.300 For Axial Stress Cates... Cf:Axial 1.100 Axial X-X k Lu/d 4.00 Axial Y-Y k Lu/d 42.55 �T, ..er. i BLD20080063 - arusko Page 1 of 1 BLD - Building Permit Ver: 2008 Priority: FNon„a7• #BLD20080063 jf•.. owner: JCW BRIGHT CONSTRUCTION -BRIGHT, C status: JAPPLIED `'41 address: 18915 42ND DR NE,ARLINGTON post date: 3/7/2008 data screens: Select Screen... -:J functions: Select Permit Function... Single Family residence New REVIEWS Add Review Remove Review Print Close Review Description Assigned"I"o DL.Ie Date M Req? Done? ASSIGN 1014 P-Public Works I LRUPERT 3/21/2008 0 Y N ASSIGN 1026 P-Utilities Fees RSHEPARD 3/21/2008 0 Y N ASSIGN 1032 P-Utilities I LTAYLOR 3/21/2008 0 Y I� N_ ASSIGN 2000 C-Building I CYCLING 3/21/2008 0 Y N i ASSIGN 2008 C-Community Development I ARUSKO 3/21/2008 0 Y N ASSIGN 2012 C-Natural Resources BBLAKE 3/21/2008 0 Y N ASSIGN 2014 C-Planning I NHUDSON 3/21/2008 0 Y N ASSIGN http://coaweb2.arlington.local/permittrax/PermitTraxMain/wfPermitConsoleReviews.aspx?... 3/7/2008 ,i