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(--- .„,-:\s..\\ <br /> General Notes <br /> GENERAL NOTES: <br /> I. 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 /> 5/8 R❑❑F 3.2. SILLS,PLATES AND <br /> 2X8 RIDGE BEAM BUTT C❑NNECTI❑N EL BETTINER DUG FIR/ARCH#3 <br /> SHEATHING OVER SUPP❑RTCR❑❑F PYW❑❑D 3i. STUDS:DUGF1R/LARCHSTUD <br /> 3.4. SHEAR WALL SHEATHING:4" <br /> 2X6 ROOF 2X8 RIDGE SHEATHING WILL SPAN OVER STRUCTURAL#1 PLYWOOD <br /> CONNECTION) 3.4.1. IODx2.5"NAILS 6"ON <br /> RAFTERS BEAM EDBR LING <br /> 3.4.2. LF 2"FIELD <br /> BRACING <br /> REQUIREMENTS CS-WSP= <br /> 5.5L <br /> 4 <br /> .....ii1110111° S MULTIPLIER) <br /> LF)X 1.4 <br /> (SEISMICULTIPLIER)= <br /> 7.7 LF <br /> 3.4.3. BEAMS:DUG FIR/LARCH <br /> I a i 1 1 1 #2 OR BETTER <br /> 4. CONCRETE: <br /> b'-4i" 4.1. FOOTINGS/STEM WALLS- <br /> 3000I SLAB <br /> PSI <br /> ROOF RF X I S T I G V=LUX 4.2. SLAB ON GRADE-3 000 PSI <br /> VEN VINE <br /> 5. FOUNDATION: <br /> SKY L I C HT <br /> 5.1. ASSUMED ALLOWABLE SOIL <br /> p o op I 04314, kook k o o o o� /. Ej,_rJ4, BUND�TUURG OBED OIIRM NATIVE <br /> d f�B ! 1 � 1 I 1 /j :' FINAL GRRADEM OF I8"BELOW <br /> 2-2X8 HEADER 6. MINIMUM HOLD DOWN FOR <br /> 1 X4 SHOWER BRACED WALLS <br /> 6.1. HOLD DOWN FORCE WIND <br /> WINDOW 2X6 FRAMING <140 mph,SEISMIC D=I 800LB <br /> E X I S T I \ G ST U CT U E 6.2. 2EA HOLD DOWN ANCHORS <br /> PER TABLE R602.10.6.1 ON <br /> EACH BRACED WALL <br /> a SECTION <br /> --SHEAR WALLS <br /> (CROSSES) <br /> EGRESS <br /> LANDIN AI r'� i" STRUCTURAL <br /> SHEATI—ING <br /> 3'-38" n . NC]\A N 11 --6 2� p 0 a° IN (� 4 q a <br /> a i t 6� 1 REVISION 4/20 <br /> 2' NE.W STRUCTURE Lri.,-6' L — — - - — <br /> I <br /> No. ReWsian/Iseus DaG�+ 2' I—IIIIII_IIIIII—IIIIII—IIIIII—IIuu— —.... <br /> II a =IIIIII=IIIIIIIIIIII9IIIII=IIIIII-=IIIIII IIIIIII IIIIII=iiiiii—......_ ,� inn <br /> CRAWL SPACE ACCESS #2 m - J <br /> (INTERI❑R F❑❑TING) <br /> \ OTH ELEVATIO \ <br /> E AV E <br /> [HOME REMODEL/EXPANSION <br /> LIAS & VANCE AESCHLEMAN <br /> 715 WEST VIEW DR <br /> VERET, WA 98203 <br /> • ant 1 <br /> 4715 REMODEL <br /> Mit01/29/2021 S T 3 <br /> Sods <br /> \ � 1/4' - 1 -0' / <br />