Laserfiche WebLink
X8 RIDGE BEAM BUTT C❑NNECTI❑N 5/8 " ROOF <br />OVER SUPP❑RT(R❑❑E PYW❑❑D SHEATHING <br />SHEATHING WILL SPAN OVER 2 X 8 RIDGE 2X6 ROOF <br />C❑NNECTI❑N) BEAM <br />RAFTERS <br />R❑ <br />EN <br />G ff Z�- <br />IwEr i111M. 910 <br />EXISTING STRUCTURE 2XIS FRAMING ry� ,�I <br />2X4 WINDOW <br />r N V <br />LANDING <br />(CROSSES) <br />SOUTH ELEVATION STRUCTURAL <br />SHEATHING EATHING <br />FRAM E <br />HEIGHT CALCULATION NEW STRUCTURE <br />MANHOLE RIM ELEV = 263.50 <br />TOP OF EXISTING HOUSE ELEV = 274.33 <br />MAX HEIGHT OF NEW STRUCTURE = 274.33 <br />01 General Notes <br />GENERAL NOTES: <br />1. ALL WORK IS TO COMPLY WITH <br />THE 2015 INTERNATIONAL <br />RESIDENTIAL CODE AND ANY <br />APPLICABLE STATE. COUNTY OR <br />LOCAL REGULATIONS <br />2. DESIGN LOADS <br />2.1. ROOF: 30 PSF SNOW LOAD <br />20 PSF DEAD LOAD <br />2.2. FLOOR: 40 PSF LIVE LOAD <br />20 PSF DEAD LOAD <br />3. DESIGN LUMBER GRADES <br />3.1. POSTS: DUG FIR/LARCH #2 <br />3._. SILLS, PLATES AND <br />BLOCKING: DUG FIR/ARCH TM3 <br />OR BETTER <br />3.3. STUDS: DUG FIR/LARCH STUD <br />3.4. SHEAR WALL SHEATHING: 4" <br />STRUCTURAL #I PLYWOOD <br />3.4.1. 1 OD X 2.5" NAILS 6" ON <br />EDGE 12" FIELD <br />3.4.2. LF BRACING <br />REQUIREMENTS CS-WSP - <br />5.5LF (</= 40LF) X 1.4 <br />(SEISMIC MULTIPLIER) _ <br />7.7 LF <br />3.4.3. BEAMS: DUG FIRILARCH <br />#2 OR BETTER <br />4. CONCRETE: <br />4.1. FOOTINGS/STEM WALLS - <br />3000 PSI <br />4.2. SLAB ON GRADE - 3000 PSI <br />5. FOUNDATION: <br />5.1. ASSUMED ALLOWABLE SOIL <br />BEARING ON FIRM NATIVE <br />UNDISTURBED SOIL, A <br />MINIMUM OF 18" BELO\ <br />FINAL GRADE <br />6. MINIMUM HOLD DOWN FOR <br />BRACED WALLS <br />6.1. HOLD DOWN FORCE WIND <br /><140 mph. SEISMIC D = 1800LB <br />6.2. 2EA HOLD DOWN ANCHORS <br />PER TABLE R602.10.6.1 ON <br />EACH BRACED WALL <br />SECTION <br />1 <br />REVISION <br />4/20 <br />No. <br />ate Date <br />IP <br />F <br />E REMODEL/EXPANSION <br />AS & VANCE AESCHLEMAN <br />5 WESTVIEW DR <br />RETT, WA 98203 <br />4715 REMODEL <br />ST4 <br />DM 01 /29/2021 <br />SO." <br />/4" = 1 '_0" <br />y�i <br />