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HomeMy WebLinkAboutREDLINED PLANS - 07-00195 - 1056 Green Willow Dr - New SFRFIRST FLOOR PIAN NAY Z 3 IDN CITY OF REX©URG IDAHO Illlllllllll�i �\llME S FIRST FLOOR PIAN NAY Z 3 IDN CITY OF REX©URG IDAHO OrelWdox In Sleepl�q Rooms TOMeeIEBReRuirenbnt OfTM 2000 IRC Ch M Supplier �,\ &15MENT MI =F IDAHO E\EC QA...EI E U PryP9 dµ,vw^i d 3 J cOVEPED (wryM 00 ,Ha�ea ; Se.reo. P P rte time GXTE (�s, 5' SC& —tK GREEN 17' g�ROOF P� Wl 4 IDAHO WEATHER RESISTIVE BARRIER BEHINO MASONTY B STUCCO REINFMASONRY ASONRY L_ _- 2A+n� pG lo_ FaoN, E1�vA*�a^t STREET NCpIBER D141AV ON HOME $ns� E\ems. Qp�b� Fu3c Yx` -�' AJWZ M 520E ELEV. Y$` =� _wEsc _eLR�V, TYPICAL FRAMING SECTION FOR WOOD CONSTRUCTION ALL FRAMING IS TO BE CONSTRUCTED AS PER THE 2003 INTERNATIONAL BUILDING CODE (IBC) FOR COMMERCIAL BUILDINGS AND THE 2003 INTERNATIONAL RESIDENTIAL CODE (IRC) FOR ALL RESIDENTIAL BUILDINGS. ALL PLANS MUST BE DRAWN TO SCALE ON A MINIMUM OF 11-21 X 17" PAPER. PLANS MUST INCLUDE A SITE PLAN, FOUNDATION PLAN, FLOOR JOIST LAYOUT PLANS,, FLOOR PLANS, ROOF LAYOUT PLAN, SECTIONAL VIEWS, FRONT,BACK,AND SIDE -ELEVATIONS, MECHANICAL (HVAC) LAYOUT, STAIR DETAILS AND ANY OTHER DETAILS REQUIRED TO ILLUSTRATE SPECIAL CONSTRUCTION. DESIGN REQUIREMENTS `- MINIMUM ROOF LIVE LOAD 35#P.S.F. MIN. WND S5 M.P.H. SEISMIC ZONE D1 ROOFING(SHINGLES. SHAKES, . ,^ METAL ETC.) AS PER CODE- 30-LB ODE 3 -LB FELT PAPER ROOF SHEETHING (5/8' OSB UNLESS CLIPS ARE USED ICE DAM MEMBRANE (MIN. 24')— VENTED SOFFIT SIDIN" STUCCO OR PRICK INSTALLED AS PER BUILDING CODE REQUIREMENTS WATERPROOF MEMBRANE REQUIRED SMEAR ALL SHEETHING AS PER CODE OR AS PER ENGINEERING 2Xf_BOTTOM RIM BOARD RE PRESSURE TREATED, REDWOOD OR— CEDAR MUDSILL OVER FOAM SILL SEAL 1/2' J -BOLTS AT 4➢' O.C. UNLESS - IDENTIFIED DIFFERENTLY BY ENGINEER D' (MIN.) CONCRETE FOUNDATION WALL UNLESS IDENTIFIED DIFFERENTLY BY ENGINEER A WATERPROOF MEMBRANE 1S REQUIRED BELOW GRADE N4 MORMON AL ROAR 8 24' OC (MIN.) UNLESS ENGINEER IDENTIFIES DIFFERENTLY B4 VERTICAL REBAR R 24' 0 VENTILATION (AS PER COI BE PROVIDE? THROUGH RIDGE OR' TURTLE —ENGINEERED TRUSS DESIGNED FOR 35 LB SNOW LOAD, 15 LB DEAD .DRYWALL LOAD (MBI) AND 90 MPH WIND. —TRUSS CLIP REQUIRED DOUBLE 2X b_ TOP PLATE HEADER DESIGNED AS PER CODE WINDOW ROUGH OPENING EX_�_SILL. PLATE 1/2' (MIN) DRYWALL ' FLOOR. JOISTS \` I- ISIS SHOULD PROVIDE ENGINEERED DESIGN. ]DIMENSIONAL LUMBER AS PER IRC SPAN TABLES OR AS PER ENGINEER INSULATIOM (OPTIONAL) REA 1/2' DRYWALL (UNLESS APPLICATION IS FOR FIRE SEPARATION) DOUBLE B4 ROAR AT RISER - TOP OF FOUNDATION WALL i/2' DRYWALL 9 —2%�STDDW 216' OR'24OC �..e ....�..,- .,.... I -6 NIL, CONCRETE SLAB OVER •%� •CONCRETE FOOTING 6 MIL: VIONCREN MIN. - B4 ROAR Al 4' CRUSHED GRAVEL OR GRANULAR BORROW MIN. GF 3' ABOVE SOIL IF APPROVED BY THE BUILDING OFFICIAL