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PERCO ENGINEERING <br /> o. evislon Date <br /> GENERAL NOTES: SHEAR WALL&SHEAR PANEL SCHEDULE PER CURRENT IBC TABLE <br /> PANELS TO BE%5"1%332 HEMLOCK-FIF/DOUGLAS FIR COX PLYWOOD WITH <br /> CODE 2018 IRC STUDS @ 16"O.C.OR%555"OSB BOARD 3,8 <br /> DESIGN LOADS: <br /> ROOF LIVELQAD 2503E SHEARWALL SCHEDULE <br /> FLOOR LNE LOAD 40 PSF <br /> DECK LNELOSD 80PSF <br /> SOILBEARING 1500PSFASSUMED IDENTIFIER SHEATHING EDGE NAILING FIELD NAILING PLF <br /> WIND 80MPHEXPOSUREC <br /> SEISMIC ZONE III SW-g ]7/•°OSB 260 PLF <br /> ONE FACE SKI @ 6"O.C. Bd @ 12'O.C. <br /> CONCRETE: <br /> FOUNDATION WALLS TO HAVE%'AIRSPACE®SIDES&ENDS OF BEAMS SW� Yle"OSB 380 PLF <br /> FOUNDATION THICKNESSES INDICATEDAREAMINIMUM ONE FACE 8d @4"D.C. 8d @ 12'O.C. <br /> CONCRETE SHALL DEVELOP MINIMUM 28 DAY STRENGTH OF 2500 PSI RB"OSB 490 PLF <br /> ANCHOR BOLTS TO BE'h'X 10"EMBEDDED]'MINIMUM gW: ONE FACE Bd 3°Q.C. 8d @ 12"D.C. <br /> HOLDOWNS @ FOUNDATION&STEEL CONNECTORS TO BE SIMPSON OR EQUAL SW-2 tie"O Bd Q 2.O.C. 8d 12"O.C. 840 PLF COMP.SHINGLES <br /> SB - <br /> WOOD: ONE FACE 15#FELT I. to <br /> FRAMING: 7/16"OSB O _ 0 <br /> JOIST RAFTERS&STUDS SHALL BE Q&BETTER DENOTES PANELS BOTH SIDES OF WALL TRUSSES 24-O.C. <br /> POST&BEAMS SHALL BE DFQ&BETTER SW$ SW$ 1/2'GWB �:-- <br /> ALL EXTERIOR&INTERIOR BEARING WAILS SHALL HAVE 4'X 8'UNLES3 Btl NAILS�6"O.C.EDGES AND 12'O.C.FIELD 520 PLF <br /> OTHERWISENOTED WHERE IDENTIFIER IS SHOWN ON BOTH SIDES OF WALL,INSTALL SHEARPANEL L <br /> ALL MEMBERS 2X&LESS IN LEAST DIMENSION SHALL BE KILN DRIED ON EACH SIDE.ALTERNATE SEAMS TO FALL ON DIFFERENT STUDS ON OPPOSITE <br /> ALL MEMBERS 4X&GREATER IN LEAST DIMENSION SHALL BE FREE OF HEART SIDES. ` <br /> CENTER <br /> GWB Y2"GYPSUM EDGES BLOCKED,FASTENED W/5d COOLER NAILS OR SCREWS @ 7"O.C. <br /> SHEATHING MATERIALS: 50 PLF CAPACITY <br /> WALLSHEATHING 7115'OSB NAILED AT 6'O.C,EDGES&1r O.C.FIELD <br /> FLOOR SHEATHING W PLYWOOD NAILED V O.C.EDGES&12'O.C.FIELD <br /> ROOF SHEATHING]/18'OSB NAILED 5'O.C.EDGES&12"O.C.FIELD 1 ADHERE TO ALL LOCAL CODES AND APPLICABLE BUILDING CODES,STANDARDS& <br /> REQUIREMENTS <br /> GLUE LAMINATED MEMBERS: 2 ORIENTED STRAND BOARD,OSB MAY SUBSTITUTE FOR COX PLYWOOD <br /> ALL GLUE LAMINATED MEMBERS SHALL BE 12400 GRADE,DETAILED,FABRICATED 3 PROTECT ALL OSB PANELS FROM MOISTURE BEFORE,DURING&AFTER INSTALLATION V <br /> &ERECTED IN ACCORDANCE WITH WWPA STANDARD SPECIFICATIONS FOR 4 SHEAR CAPACITIES MAYBE DOUBLED WHEN WHEN SHEAR PANELS OFFSET&INSTALLED BOTH SIDES OF WALL A 1 <br /> GLUE LAMINATED DOUGLAS FIR TIMBER 5 BLOCK ALL WOOD SHEAR WALL EDGES&PANEL JOINTS W <br /> ALL GLUE LAMINATED MEMBERS SWILL BE FABRICATED WITH WATERPROOF 6 ALL ANCHOR BOLTS USED WITH SHEAR WALLS TO HAVE 3"X3"X.29"STEEL WASHERS }� <br /> GLUE 7 SHEAR PANELS SHALL BE MANUFACTURED WITH EXTERIOR GLUE <br /> SIMPSON Hl <br /> WINDOWS&DOORS: <br /> ALL WINDOWS TO BE U.301NSULATED GLASS OR BETTER,PROVIDE TEMPERED U <br /> GLASS AT SLIDING DOORS,WINDOWS WITHIN 29 OF ANY DOOR AND WINDOWS <br /> LESS THAN 18'ABOVE THE FINISHED FLOOR <br /> ALL SKYLIGHTS TO BE U50 INSULATED TEMPERED GLASS <br /> ALL EXTERIOR DOORS TO BE SOLID CORE WOOD OR PREFINISHED WITH WOOD <br /> FRAMES <br /> EACH BEDROOM TO HAVE AT LEAST ONE WINDOW WITH MINIMUM CLEAR CN <br /> OPENING OF 5.7SF,MINIMUM HEIGHT OF OPENING 24'WIDTH OF OPENING 20' 24 INCHES MINIMUM <br /> AND MAXIMUM a4"SILL HEIGHTH ABOVE FINISH FLOOR 00 <br /> N <br /> L 00 <br /> VERIFY DIMENSIONS SHOWN ON PLANS,DO NOT SCALE OFF DRAWINGS 3. (m•).�, Q <br /> ANGLED WALLS TO BE 45 DEGREES UNLESS OTHERWISE NOTED V/ <br /> 4 • e • 1 • l <br /> WALLS DIMESIONEO TO EDGE OF PLATE TYPICAL OICPL �` • li <br /> VERIFY PLACEMENT OF 4%4 OR4 POST IN STUDWALL UNDER EACH END OF e • • • • LL c: <br /> "TBG PLWD NAIL 6' U) (/J <br /> GIRDER TRUSSES WITH ROOF FRAMING PLAIN Q.C.EDGES 12'O.C. Z) 0) <br /> PER PLAN FIELD \ r <br /> WHERE APB IS NOTED ON PLANS INSTALL IMB'OSB SHEATHING /1 co00 <br /> USE Bd NAILS T O.C.EDGES 12'FIELD ALL EDGES BLOCKED&NAILED NAIL SHEATHING <br /> VERIFY HOLDOWN TWEE&LOCATIONS WITH FOUNDATION PLAN 117/&"PWl g61 <br /> ANCHOR BOLTS TO PENETRATE WOF WOOD MINIMUM TO HEADER JOISTS _ O U M <br /> NAIL SHEATHING 3"O.C.E.W. @ 12"O.C. <br /> 3'O.C.STAGGERED <br /> NAIL WITH Sd COOLER NAILS OR USE I S/8'SCREWS @7"O.C.ALL STUDS&PLATES BLOCK PANEL EDGES dnp (MIN <br /> VERIFYDOUBLEJOIST ORBLOCKINGBELOW@T C. �TH,1 �'-`I,V ,q4LJc <br /> � 117/8"LVL RIM <br /> �m TO _jp" JOIST <br /> OtQ05l'(t SLW OF ShtMlH'"6 <br /> I� yF Nt*M,TAt4 l- '5Q1.U,6- TO ovtR-" be <br /> M� n O 0 ?RoF wex k I <br /> PA <br /> U►KLVID -TV COA*WIV OLOL*{N(1 WITHIN Tht MIDOU: 2,4"oG <br /> SIDING <br /> u/WI.L n(,76(1f• 7/16"OSB e <br /> STHD 2 X 6 STUDS 16"O.C. <br /> 14 DOUBLE STUDS 5� <br /> 'crawl OH• <br /> 3 X 3 X Y4"PLATE WASHERS ^, <br /> W <br /> -��2-2 X 4 PLATES m <br /> L <br /> 1/2"X 10"A.B. m <br /> EMBEDDED 7'MINIMUM <br /> 4"SLAB ON GRADE <br /> SLOPE2"TO <br /> ZX6 P.T.SILL DOORS <br /> 1/2"A.B.@ 4'O.C. <br /> AB44Z WI Y2" WASHERS <br /> WITH 3'X 3"X Y4'BP U <br /> CONC. <br /> SCREW EMBED 7" FINISH GRADE i <br /> pWpY FROM FND <br /> 6 MIL VISQUEE VAPOR BARRIER <br /> fO LAP JOINTS 6" � 0) <br /> GARAGEL RP 2-#4 HORIZONTAL #4 VERTICAL 48"O.C. Q <br /> e.. SCALE 3/4"= 1'-0" Ile <br /> 4-0L <br /> &#4 ENJ ) •+ <br /> s" w <br /> 1'-2' <br /> 244 HORIZONTAL <br /> POST BASE CONNECTION DETAIL MIN.3"CLEARANCE <br /> SCALE 2/4=1"0" <br /> Drawn by: Sheet: <br /> TYPICAL WALL SECTION °ata 3 <br /> °f <br /> SCALE 3/4"= 1'-0" <br /> 4 As Marked <br />