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1 2 <br /> 2X8 LEDGER:FASTEN TO WALL Scott Schreffler <br /> 2X6 LEDGER FLAT ON ROOF AS WITH(2)3!8X3.1/2"GALV LAG <br /> REF.DETAIL VA6,SIMILAR SCREWS, FA EXISTING STUD Architect <br /> 2X4 FALSE GABLE @ <br /> :"Ff— Y=-1-1 1—__�F—::._ — 24"O.C.TYP EA SIDE I— — — -- <br /> AS <br /> OUTLINE OF PLYWOOD J — _ — ScottHIT CT:ec#to3Ts <br /> PANEL WALL BRACING:6d - a Fq LI <br /> NAILS @ 6"ON CENTER AT - �__ _ � --_ _ - Phone:425-e70-2656 <br /> EACH WALL STUD. RETLS <br /> EF DOOF� mAND CEILING N Efl:scottgs@netzero.net <br /> JOISTS @ 16'O.C., <br /> Bedroom/F.R. RIDGE RAFTER:2X8 NEM-FIR#1 <br /> Closet To Plates - Ceiling � <br /> n <br /> CLOSET ROOF AND CEILING <br /> � q I I <br /> --- JOIST FRAMING. \ <br /> E)Main Floor 2X4 @ 16"O.C.-SEE NOTES <br /> O O BELOW / \ TYP WALL HEADER:(2)2X8 HEM-FIR#1 <br /> .. —T AT EXTERIOR,PLUS 2`R70 RIGID <br /> \, <br /> Finished Grade 1'- 1-0 2T-10' INSULATION <br /> -_ -Bottom of Footin / / 0- <br /> . �E)Basemem 2X4 OUTRIGGER <br /> - MIN.22" 0' <br /> --- X3 ATTIC ACCESS HATCH IN CEILING FRAMI <br /> NG ONLY <br /> Bas"0 <br /> FRAME WITH DO <br /> UBLE-2X J <br /> 6 GIST EACH <br /> /1 Framing Plan-Roof <br /> S SIDE OF OPENING <br /> U 1!4 1-0 <br /> n Wall Bracing Diagram-South <br /> 118"=1'-0" <br /> 1 p <br /> AS � As <br /> OUTLINE OF PLYWOOD <br /> PANEL WALL BRACING:6d i <br /> NAILS @ 6"ON CENTER AT / <br /> EACH WALL STUD. <br /> OUTLINE OF PLYWOOD <br /> PANEL WALL BRACING:6d � - I ' <br /> NAILS @ 6"ON CENTER AT --- <br /> EACH WALL STUD. <br /> 2X10 LEDGER BOARD, <br /> Bedroom/F.R.Top TYP @ EXISTING HOUSE {I I T I�T I � I I I`T T <br /> Plate 18",24'MIN-OPENING FOR - I L 1 I' I Y I I I I I I <br /> 9 3" � Bedroom/F.R.To CRAWL SPACE HATCH <br /> id ': Plate 3 F 1 <br /> Ceilin - = _To I I I ! -I I -I I I I--A 4 <br /> tJ --1 �9.-3 <br /> y <br /> 6-4" 8'-0" _ <br /> I I <br /> I I I I <br /> m <br /> NO. Descdptlon Date <br /> 7 • (2)2X10 JOISTS EACH- <br /> (E)Main.1o00>� _.-._ " - E)MainOFl—.00f /1 SIDE OF HATCH OPENING <br /> �7 II IIIIIIIIIIII <br /> - - <br /> _ + <br /> Fm* had Grade <br /> ' I ' IIIIIIlI1IIIIIIIIIIIII <br /> - <br /> hiRJoTsad0e s oTYPicAomortinBott _ <br /> 4'-6" <br /> (E)Basement Bottom of Foo' \ <br /> (E)Base mm 2X10 RIM BOARD.TYP - -- - <br /> T-Q" V AT PERIMETER <br /> 4 Wall Bracing Diagram-East "' <br /> Bracin Diagram-West - <br /> n Framing Plan-Main Floor <br /> 114 <br /> ROOF&CEILING FRAMING NOTES GENERAL FRAMING NOTES: FLOOR FRA�!!HG N07Ee; FOUNDATION NOTES: -- <br /> RAFTERS: CODE:2012 INTERNATIONAL RESIDENTIAL CODE(fRC) FLOOR JOISTS: HEIGHT AND DEPTH FROM GRADE SHALL BE VERIFIED. <br /> IRC TABLE R802.5.1(1)-DEAD LOAD 10 PSF,20 PSF SNOW LOAD R-3 OCCUPANCY-SINGLE FAMILY RESIDENCE 2012 R TABLE R502.3.1(2)-DEAD LOAD 10 PSF,30 PSF LIVE LOAD _ - <br /> PROVIDE DOUG-FIR-LARCH#3,HEM-FIR#3,OR BETTER SOIL: <br /> SHED ROOF 8 CEILING: FASTENER SCHEDULE fIRC TABLE R802.3(71 NOTCHING UP TO 1'WITHIN 3'OF BEARING POINT AS ALLOWED PER IRC SECTION R502.8 LOAD-BEARING PRESSURE:2,000 PSF PER IRC TABLE R401.4.1 <br /> 2X6 DOUG FIR LARCH#2 OR BETTER @ 16'O.C. ROOF: <br /> -BLOCKING BETWEEN JOISTS OR RAFTER TO TOP PLATE:(3)8d PLYWOOD: Y1 <br /> CLOSET HIP ROOF RAFTERS 8 CEILING: -CEILING JOISTS TO TOP PLATE:(3)ed CONCRETE: <br /> COMPLETELY COVER FLOOR JOISTS UNDER NEW WALLS SHALL COMPLY WITH IRC SECTION R402.2 AND R611,OR ACI 318 Paschall R e S i d e 1 Ice <br /> 2X4 DOUG FIR LARCH OR BETTER @ 16'O.C. -CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER,LAPS OVER PARTITIONS:(3) FASTEN WITH 8d NAILS @ 12'O.C.STAGGER PANEL JOINTS MINIMUM SPECIFIED COMPRESSIVE STRENGTH 3,000 PSF PER IRC TABLE R4021 <br /> 10d STRUCTURAL PANEL PER IRC TABLE R503.2.1.1(1) REINFORCING:#4 BARS WHERE SHOWN ON THE DETAILS <br /> -ROOF RAFTER TOENAIL TO TOP PLATE:(3)10d COMMON,TOE NAIL ONE SIDE;TWO Addition <br /> SHEATHING FASTENING NOTES TOE NAIL OPPOSITE SIDE HEADERS AND GIRDERS: <br /> -RIM JOISTS/RAKE BOARD:8d @ 8'O.C. PER IRC TABLE R502.5(2) ANCHOR BOLTS: <br /> GYPSUM WALLBOARD: -LEDGER SUPPORTING RAFTER:(3)16d PROVIDE 2 1!2'X 10"MIN.GALVANIZED HOOKED-EMBED T MIN.INTO CONCRETE; <br /> ()2X6 ABOVE ALL OPENINGS LESS THAN T-0-WIDE OVER 2 JACK STUDS INSTALL 4'-0`ON CENTER(PER IRC R403.1.6)NO LESS THAN 6'-0`O.C..MIN.(2)EA.SILL PLATE-V <br /> 1S/8'TYPE S SCREWS TO 12'FROM ENDS;PROVIDE(1)CENTERED ON WALLS SHORTER THAN 24" Framing Plans <br /> WALLS: IRC R502.8.2 <br /> PLYWOOD ON EXTERIOR OF WALLS: -DOUBLE STUDS FACE NAIL 10d @ 24'O.C. BEARING @ JOIST FRAMING-ALL JOISTS FRAMING INTO THE END OF A BEAM OR JOIST SHALL BE <br /> 6d GALVANIZED NAILS @ 6'O.C. -DOUBLE TOP PLATES,MIN.24"OFFSET END JOINTS,FACE NAIL:1Dd @ 24`O.C. SUPPORTED BY SIMPSON LUS26 18 GA JOIST HANGERS FASTENED WITH(4)10d NAILS <br /> -SOLE PLATE TO JOIST OR BLOCKING FACE NAIL:16d @ 16'O.C. <br /> PLYWOOD ON FLOOR: -STUD TO SOLE PLATE,TOE NAIL:(3)8d PROVIDE FIRESLOCKING PER IRC R302.11 <br /> 8d COMMON @ 12"O.C.(6"O.C.AT PERIMETER) -TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS,FACE NAIL:(2)10d Project numbs. _ _ 2014.032 <br /> PLYWOOD ON ROOF: FLOORS: Date <br /> February 17,2015 <br /> Bd GALVANIZED @ 6"O.C. -JOIST TO SILL OR GIRDER,TOE NAIL:(3)Btl <br /> -RIM JOIST OR BLOCKING TO SILL PLATE,TOE NAIL:8d @ 6'O.C. D�by Author <br /> ALL DIMENSIONS ARE TO BE FIELD VERIFIED Checked by Checker a <br /> JOIST HANGERS: /(, /1 <br /> FOLLOW MANUFACTURER INSTALLATION RECOMMENDATIONS,AND USE ONLY H3 <br /> MANUFACTURER RECOMMENDED FASTENERS(SIMPSON OR EQUAL) <br /> Scale As indicated <br /> a <br /> C�/ <br />