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Date <br /> 10/16/16 <br /> ENGINEERING Deigned <br /> CAS <br /> 8d®4"o.c. BUILDING DESIGNED PER IRC SECTION <br /> EDGE NAIL PLY.TO 8602 WOOD WALL FRAMING Drawn <br /> ROOF PLY EACH TRUSS 8602.10 WALL BRACING c�5 <br /> Revision <br /> ►�1 (1 ROOF Tldl55 DESIGN <br /> �QR NOTES: <br /> •, -�� I. ALL WOOD PLATE HEIGHTS TO MATCH(E)OF HOUSE <br /> (4)12d TO (U.N.O.). <br /> 2x4 FLAT TO TOP iC 2. ALL DIMENSIONS TO BE PAGE OF FRAMING. <br /> 2x4 FLAT O I2'O.G. 3. ALL FRAMING HARDWARE TO BE"SIMPSON"OR EQUAL. <br /> j 4. "SW_"INDICATES SHEARWALL.REFER TO SHEARWALL. <br /> ' (2)16d SCHEDULE ON A4 FOR ADDITIONAL INFORMATION. ALL <br /> j NEW EXTERIOR MALLS ARE 5W4. <br /> �I 11y.in........1169li, 5. ALL HEADERS REQUIRED ARE(2)2x8's vi/R-10 INSULATION. <br /> "`�. 6. (2)BEARING(TRIMMER)STUDS PROVIDED AT EACH END OF <br /> www <br /> I ALL HEADERS AND BEAMS 6'-0"IN LENGTH AND OVER, <br /> EDGE NAILING IG <br /> UNO. <br /> SHEARYJALL PER SCHEDULE 1. WALL FRAMING CONSISTS OF 2x6'5 5 16"O. .AT <br /> i EXTERIOR WALLS AND 2x4's S 16"O.G.AT INTERIOR <br /> WALLS PER ARCH DRAWINGS,UNO. <br /> i i 8. REFER TO GENERAL STRUCTURAL NOTES_a CET SI 4 52 <br /> 7 , i FOR ADDITIONAL REQUIREMENTS. <br /> 800 TRUSS PARALLEL. REPLACE(Fa WINDOW <br /> W/DOUBLE DOORS 9. DO NOT SGALF DRAWINGS. REFER TO ARGHITEGIURAL <br /> DRAWINGS FOR ALL DIMENSIONS. <br /> i <br /> D / 5'..5 <br /> t 10. ALL FRAMING HARDWARE IN CONTACT WITH PRESSURE <br /> / l / TREATED WOOD TO BE 51MP50N ZMAX OR EQUAL. <br /> TO 5.11. � �--.: _ / <br /> N cia� .a. \ T "P. EXT. WALL CONSTRUCTION <br /> 3.-0" / �,�( • <br /> (UNLESS OTHERWISE NOTED) <br /> CJ�bC S m r0 in `5W4 INDICATES SHEARWALL I'/PLYWOOD ONE SIDE. 0 <br /> BATH V I. SHEATHING, /2"PLYWOOD OR 1/16"0.5.8.,ONE SIDE, <br /> in / BLOCKED,NAIL W/ad 5 4"O.G.ALL EDGES AND 12"O.G. <br /> END OF PLATE m 2- �/ FIELD. <br /> b ► 2. BOLT SILL PLATE TO CONCRETE IV 5/8 DIA.x 10"AB.S <br /> 4'-0'MIN. \ \ 32"O.G. <br /> / SPLICE LENGTH / iCA ,y ®. 3. USE 2"x2"x3/I6"PLATE WASHERS ON ALL ANCHOR BOLTS. Cl <br /> �y;� 1 4. ALL I2d NAILS SHALL BE 3 1/4"LONG x.131 SHANK DIA. <br /> (25)16d �Ar/ 1 PROVIDE R-IO 8'-g (MIN). <br /> /,-INSULATION® / /` 8 _ 5. FILL ALL HOLES®ALL HOLDOWNS W/2 1/2"LONG x.148 <br /> /TOP PLATE N / HDR. "N Di DIA.NAILS.SHANK OR MANUFACTURE-5 REQUIREMENTS. <br /> ..--------- <br /> / \ g / 6. ALL POWDER DRIVEN NAILS SHALL BE 2 3/4"LONG <br /> T I T T i !N '0 (MIN.)x.156 SHANK DIA.w/MINIMUM I I/4"PENETRATION. O <br /> I REG—ROOM <br /> FR. 2-8 1. USE IOd x 2 1/8"LONG COMMON NAILS WHERE CAI I FD O <br /> I OUT ON PLANS <br /> PROVIDE R-IO I <br /> INSULATION® I V 05 rj•. 80 GEM EXHAUST FAN <br /> 2x STUDS - CADET ENERGYPLUS HDR. I < ;�� VENTED TO OUTSIDE " <br /> 1600-WATT IN-WALL <br /> my. LI A ELECTRIC,WALL <br /> O HEATER OR SIMILAR I <br /> SMOKE DETECTOR <br /> r <br /> DIRECT-VENT Z <br /> PROPANE I GM CARBON MONOXIDE ALARM 0 <br /> FLUSH HEARTH L FIREPLACE <br /> � SPLICE AND NAIL TOP PLATES A5 SHOWN®ALL IEL 0 II ELEGTRIGAL DETAIL ;-1 <br /> EXTERIOR WALLS,:A CAR WALLS,4 AT EACH FLOOR 'fl`L //�LLL - <br /> LEVEL AND AT ROOF. \ \ \ \ ^ <br /> .) <br /> © <br /> D5L. TOP PLATE 5FL ICE a <br /> 6'-6" •/ 6'-0" 6'-b" •/ SQUARE FOOTAGE rT; o <br /> NEW ADDITION 399 S.F. 0 <br /> I— _..I <br /> / 141.-0" / ^ IL <br /> z <br /> six <br /> RAIMENT( <br /> P.O.Box 2972 <br /> IVoadinvilk,Washington <br /> 98072-2972 <br /> Phone.(206)9724317 <br /> MAINFLOOR ELAN Emaikamiiasiodroffingaom <br /> SCALE:5,32"= '-0^ <br /> Project No. 16-250 <br /> aSheet No. <br /> A4 <br /> OF 5 <br />