2405 75TH ST SE 2019 Plans 2024-12-02

PROJECT DESCRIPTION STRUCTURAL NOTES 19_s 22'-T, NKH EXISTING DETACHED GARAGE AT SINGLE FAMILY DESIGN CRITERIA ---- -- --- :--, -- RESIDENCE TO REMAIN WITH NO BUILDING FOOTPRINT Se ttle,WA98103 CHANGES. BUILDING CODE ROOF LOADS 2015 INTERNATIONAL BUILDING CODE DEAD LOAD:15 psf (E)HEADER,VERIFY IN FIELD! _ nabil@nkhengineering,como (4x8OR(3)2X8 MIN) LIVE LOAD(SNOW):25 psf v / THE FOLLOWING SCOPE OF WORK SHALL BE PERFORMED: DESIGN METHOD -STRENGTHEN SAGGING ROOF&CEILING JOISTS. ALLOWABLE STRESS DESIGN(ASD) (E)HEADER,VERIFY IN Seymour Garage ZONING NOTES FIELD.((2)2X8 MIN) GENERAL ' 2405 75th St BE ZONING:r-1 1.ANY DISCREPANCY FOUND AMONG THE DRAWINGS,THESE NOTES,AND a Everett,WA 98203 PARCEL NUMBER:00398700301500 THE SITE CONDITIONS SHALL BE REPORTED TO THE DESIGNER,WHO (E)2x6 ROOF JOISTS LEGAL DESCRIPTION:BUENA VISTA HOME TRACTS BLK SHALL CORRECT SUCH DISCREPANCY IN WRITING.ANY WORK DONE BY @ 2Bl O.C.TO REMAIN 003 D-00-LOT 15 BLK 3 THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE LOT AREA:18730 SF DONE AT THE CONTRACTORS RISK. ClfLrq; Owner: (E) L 3 t/2" REMAIN ; Q Grant Seymour BEAM TO 2.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE — — — — — V�fFEAIFY —— — -- v n CONTRACT DRAWINGS. a �. 3.DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE SISTER 2x4 TO EA(E)JOIST w/#t ax3T' RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR o SHALL PROVIDE ERECTION BRACING,FORMWORK,AND TEMPORARY TArrpppn CONSTRUCTION SHORING IN ACCORDANCE WITH ALL NATIONAL,STATE, N AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE APPROVED Arch ner: IN WRITING PRIOR TO ERECTION. (E)HEADER,VERIFY IN #1ox3"WOOD SC WS a e"O.C. g FIELD.(4x8 OR(3)2X8 4.ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. MIN) ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. 5.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION PROCEDURES. SrO� a SITELOCATION t!•I�!•�tlt��'t®ii=® I® ' oC S 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE / WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS.ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER Structural Engineer: } AND BE RESOLVED PRIOR TO PROCEEDING WITH THE WORK. t - 7.ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING Nabil KaUsal-Hayes,PE CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE,.BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS,THEY SHALL BE REPORTED TO THE ENGINEER SO THE PROPER REVISIONS MAY BE MADE. MODIFICATIONS TO %AU&V— CONSTRUCTION DETAILS SHALL NOT BE MADE WITHOUT PRIOR WRITTEN jq0 VO-kTO f6Tory OP&N//v4S $C.(-owEb e�oQw 1 APPROVAL BY THE ENGINEER. DN $N15 S/u- of 7g 6 5?'4L'Cz #-B 2 ROOF FRAMING PLAN- aW'r i FRAMING LUMBER si N.T.S. 11 Qfl46136 w� 1.FRAMING LUMBER SHALL BE DOUG FIR NO.2 FOR STUDS AND JOISTS O olsrsv� DOUG-FIR NO.1. FOR BEAMS AND POSTS. GRADES ARE TYPICAL UNLESS /�L L U10J0 /n/ �jUZ�T Gv/7N COAK�fsT� �s70NAL0 frt ntVJ OTHERWISE NOTED ON PLANS. LUMBER TO BE GRADE MARKED PER — � (Ar1S 5144t- t3E 6f ti/QTvq¢L t<t7gNt/E Z� 10/IS�/Q r WCLIB SPECIFICATIONS. O `Pr — new G?kC4y SUA96 7X64 ED. 2.NAILING SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL — C\¢W C2019 NKH Engineering These draw Ageare the propertyd NKH BUILDING CODE UNLESS NOTED OTHERWISE. USE COMMON NAILS Engi—mg andarenotroeeeaedorraprodueed THROUGHOUT UNLESS NOTED OTHERWISE. �✓aLc �Qq,,,IA4 manymennerwthoatprlorwduenp—Lion. T p, �{JOOD S/f 711/N4/ s'io%✓4 4'vo 3.NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS 0A1 7.1E R 8///4-01A16 A4VA'+P Revisions: S(TE LOCAL tC9FI f SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE STRUCTURAL GL�1fK9N� BF C.,Esr TWAV 6 194VAOX io,¢o.r� Revision ssue Date ENGINEER. 7/iE 4aOVA, 51 P2P7T�>6/J LAY 7/i� - Ti1aT /r �¢EtE�dk7ivE-7444'rO.0 iv _ VICINITY MAP Issue Set: Permit N S1 N.T.S. Issue Date: 10/15/19 Drawn By: AKR Checked By: NKH Sheet Name: STRUCTURAL PLANS/DETAILS Sheet: S Job Number: 19-103