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ROOF BOUNDARY NAILING DOUBLE TOP-PLATE <br /> TYPICAL SHEAR FLOW DETAILS 1 AND 2 SHOULD BE EMPLOYED PER DIAPHRAGM SCHED BOUNDARY NAILING HEADER PER PLAN DOUBLE TOP-PLATE 0D <br /> WHEREVER APPLICABLE,UNLESS NOTED OTHERWISE PER PLAN HEADER PER PLAN O <br /> SW EDGE NAILING TIGHT-FIT 2X FLAT BLOCK'G Q <br /> BETWEENSTUDS-EA TIGHT-FIT 2x FLAT BLOCK'G W <br /> 2X BLOCK@ EA BRACE ATTACH RE SHEATHING I / SIDE,TOP 8 BTM <br /> BETWEEN STUDS-EA <br /> W/18dEA END PER PLAN UQ <br /> CS16 STRAP END TO END- SIDE,70P 8 BTM �y�7� �U <br /> ROOF BOUNDARY NAILING (4)10d TO BLKG / FULL NAILING 0 BLOCK'G/ \� CS16 STRAP END TO END- ""r W H <br /> PER STRUCTURAL NOTES 2X4 BRACE 48 OC W/(4)10d / ®HEADEREVERY OTHER NAIL \ / FULL NAILING 0 BLOCK'G/ H-d <br /> AT TOP AND BOTTOM MANUFACTURED \ STUDS,J/ ®HEADERERY OTHER NAIL LU 7) <br /> TRUSS PER PLAN a <br /> TYP ROOF TRUSS �\ a) F W <br /> WINDOW OPENING /VIl1 <br /> HI CLIP EA TRUSS / / WINDOW OPENING Z Q <br /> EXTEND SHEARWALL SHTG j z Q <br /> A35 PER W SCHEDULE OVER GABLE END TO ROOF OR <br /> (�� Q <br /> DIAPHRAGM 2'-0'MIN WIDTH SHEAR r+ LU <br /> 2X BLKG @ 48 OC NAIL TO BRACE A35 PER SW SCHED 2'-0'MIN WIDTH SHEAR PANEL EA SIDE OF U N <br /> TIGHT FIT,ZX BUCG 18d PER SW SCHED TOP PLATE CONN \ PANEL EA SIDE OF OPENING PER SW w <br /> BEVELED AS REQUIRED A35 BLKG TO TOP PLATE BASE PLATE NAILING \ OPENING PER SW SCHEDULE F <br /> W/VENTS PER PLAN SCHEDULE CS16 STRAP END TO END- q <br /> SHEARWALL CLIPS PER SHEARWALL 16d PER SW SCHED CS16 STRAP END TO END- FULL NAILING BLOCK'G/ N <br /> SCHED(BOTTOM CHORD TO TOP PLATE) BASE PLATE NAILING FULL NAILING BLOCK'0/ STUDS,EVERY OTHER NAIL <br /> EDGE NAILING TO TOP PLATE T7717mm a WIN OW FRAME <br /> OTHER NAIL ®WINDOW FRAME <br /> ®WINDOW FRAME VJ LU�. <br /> HOLDOWN PER PLAN EA .. <br /> BASEPLATE CONN PER 2x AS REO'D HOEDOWN PER PLAN EA END Q W <br /> SHEARWALLSCHED SOLE PLATE CON PERSHEARWALL SCHED SHEAR WALL pER PLAN 2X12 MAX) END - =H' <br /> EDGE NAILING TO SOLE PLATE FOUNDATION PER PLAN <br /> EDGE NAILING (4)10d TO BLOCKING FLOOR FRAMING/WALL <br /> BASEPLATE FRAMING BELOW PER PLAN g <br /> FLOOR DIAPHRAM SHEETING N <br /> CONT RIM JOIST PER STRUTURAL SHEET SHEAR FLOW a <br /> JOIST PER PLAN SHEAR FLOW NT 5 SHEAR FLOW DvsTATE STAMv <br /> FLOOR FRAMING PER PLAN 1 RF TO INT SW 1 FORCE TRANFER-UPPER FEW 51 FORCE TRANSFER-LOWER FL <br /> FLOOR BOUNDARY NAILING <br /> SHEAR CLIPS PER PER DIAPHRAGM SCHED <br /> SHEARWALL SCHEDULE CONT RIM JOIST <br /> JOIST BLOCKING PER PLAN W M. <br /> BASEPLATE NAILING A <br /> EDGE NAILING TO TOP PLATE SHEARWALL CLIPS PER SHEARWALL <br /> SCHED(BOTTOM CHORD TO TOP PLATE) L HOEDOWN <br /> u u Il 11 PER PLAN 0 <br /> EDGE NAILING TO TOP PLATE --- - <br /> SW ABOVE PER PLAN q aa2 <br /> PRE <br /> L FSS ONAL <br /> SOLE PLATE NAILING PER SHEARWALL SCHED - `-"---TT-TIT--fT---------TIT-n------T1' -- ------TT----rtlrtT---TIR f' <br /> BASEPLATE CONN PER 11 III II III Il II ;:I It. ITI-11 IIJI R <br /> SHEARWALL SIGHED (4)10d TO BLOCKING SW SCHED NAILING PER III I I Z!! IIII 6/6/Z023 <br /> SW SCHEDULE <br /> EDGE NAILING TO FLOOR DIAPHRAM SHEETING 1 �i 1 4ldl I7 IUJII li lili II BLK'G/EDGE NAILS <br /> PER STRUTURAL SHEET TIGHT-FIT SOLID BLOCKING II II II II ii LL - -- IIII IIV ®PANEL EDGES <br /> BASEPLATE 16d®12"OC <br /> BELOW 2nd FLR SW AND r n L08 n III 11°•I °1 R SHEATHING <br /> JOIST PER PLAN III II. II❑ ril rrui nl <br /> FLOOR BOUNDARY NAILING PER ABOVE MUD SILL II Il�j. I.2 EDGE NAILS rein IIII PER SW SCHED EDGE NAILING <br /> FLOOR BOUNDARY NAILING n I• 40N I•.4 R STRUC II'I II rl I1 <br /> STRUCTURAL NOTES PER DIAPHRAGM SCHED II II ANCHOR '.I Il0-zjl, NOTES ul IIJI II 'MIN 11/2'MIN FRSW SCHED W <br /> II II:BOLTS PER II I' II I,LI Lul IIII II - <br /> 2XBLKG 48"OC IT II. SWSCHED 'I' IIII Iln Ilrl n <br /> PRESSURETREATEDSILL PER W/ 'I IIJI II J <br /> AS PER SHEAR WALL SCHEDULE _ SHEARWALL CLIPS PER SHEARWALL SCHED FLOOR FRAMING PER PLAN II ill liri OSTP IIII II Q <br /> n n n I1 HDSCHED hHN uw. H <br /> PRESSURE TREATED SILL PLATE III LFI µIll IIJI II <br /> SHEAR CLIPS PER li IIII II IIII II I,IJ.(2)ROWS 18d JUI IIII II EDGE NAILING <br /> SHEAR WALL SCHEDULE PER SHEARWALL SCHED IH IIII w IIII H O B"OC Ilu n PER SW SCHED SHEAR WALL DGE NAILING 16d 01 OC LLJ <br /> AB EMBEDDED-7"MIN A35 PER SW SCHEDULE IIII IIII IIII PER SW SCHED <br /> ul u a rrh u11 a PER PLAN Z <br /> Iri nn w nil n w .: 4wH nq w �r 1 <br /> FOUNDATION PER PLAN FOUNDATION PER PLAN FOUNDATION PER II Illi ii iijli II ill HOEDOWN IL61II In II, ill 5 <br /> PLAN lii li II w II ri w ;: PER PLAN fJIHI ills pl I w O II a nLl u u 70I u 0 J <br /> 0 LL <br /> HOEDOWN <br /> EDGE NAILS PER PER PLAN J cr <br /> SW SCHED(HOT- Q Q <br /> TREATED PLATE)PLATE w LLI <br /> TYPICAL SHEAR FLOW TYPICAL SHEAR FLOW SHEAR FLOW /7\ TYPICAL SHEAR WALL 8� TYPICAL SW INTERSECTIONS <br /> S1 FRAMING PERP 1 FRAMING PRLL NiS St JOISTS PRLL TO INT SW F 1 1 NT Q Q <br /> TOP-RESTRAINED WALL NOTES: CANTILEVERED WALL NOTES: U <br /> -IBC 2018 EDITION -IBC 2018 EDITION CONTINUOUS LONGITUDINAL <br /> -55 PCF EQUIV FLUID PRESSURE SOILS REPORT-COBALT GEOSCIENCES-18XX HOLBROOK REINFORCEMENT PER PLAN 1/8'x1-1/Y'PRE-MOLDED <br /> 2000 PSF SOIL BEARING -35 POE EQUIV FLUID PRESS(WORST CASE) SLAB ON GRADE <br /> CONT.MASTIC JOINT STRIP <br /> (JOINT MAY BE SAW-CUT AT <br /> 50 PSF SURCHARGE(TOE SIDE) 2000 PSF SOIL BEARING CAPACITY CONTRACTOR'S OPTION) <br /> 5 1/ PER PLAN <br /> PLF LATERAL SEISMIC LOAD 50 PSF SURCHARGE(70E SIDE) <br /> - 1/2 SACK CEMENT PER CUBIC YARD 7H SEISMIC SURCHARGE STD HOOKS INTO <br /> 2500 PSI MIN COMPRESSIVE STRENGTH -5%SACK CEMENT PER CUBIC YARD,2500 PSI(FOOTINGS),3000 PSI (WALLS)MINIMUM INTERSECTING FTG <br /> MAX 6 GALLONS WATER PER SACK COMPRESSIVE STRENGTH,MAXIMUM 6 GALLONS WATER PER SACK <br /> GRADE 60 STEEL FOR#5 8 LARGER -GRADE 60 STEEL FOR#6 8 LARGER —III 1- - -�1-_I-i I <br /> GRADE 40 STEEL FOR#48 SMALLER GRADE 40 STEEL FOR#4 8 SMALLER SPLICE <br /> IC EA SIDE,EA lI <br /> -BACKFILL WITH POUROUS MATERIAL;PROVIDE TEMP BRACINGS AS REQUIRED UNTIL SLAB IS SPLICE(16 TOTAL) SAWCUT 1/3 SLAB DEPTH <br /> •BACKFILL WITH UNEQUSMATERIAL CORNERBARAROUNDALLIIB° <br /> DO NOT CREATE UNEQUAL BACKFILL UNTIL FOOTING BACKFILL IS COMPACTED IN PLACE CONSTRUCTED AND CURED DBL TOP PLATE PER OUTSIDE CORNERS <br /> -JOISTS MAY BE HUNG INSIDE WALL WITH MUD SILL RIPPED TO FIT-WATERPROOFING BY OTHERS. �4'-0"MIN. PLAN Control Joint <br /> -SEE GENERAL STRUCTURAL NOTES <br /> BURKE"KEYKOLD'JOINT,STOP <br /> FRAMING PER HORIZONTAL BARS PER PLAN REINF I"CLEAR OF JOINT FA. <br /> PLAN SIDE,1/B'RADIUS ON EDGES SLAB ON GRADE <br /> FRAMING WHERE SLAB IS EXPOSED PER PLAN <br /> PER PLAN REINFORCEMENT AND FOOTING SCHEDULE VERTICAL BARS PER PLAN <br /> PLYWOOD PER PLAN W/ VERTICAL HORIZONTAL FROM FILL <br /> 10d 0 4.00 EDGE NAILING Ho REINFORCEMENT REINFORCEMENT W'°' Ww.0 W'x% TeTM TOE BARS HEEL BARS OR SLAB STD HOOKS INTO _ - <br /> 6'-0" #4 0 12"O.C. #4 0 10"O.C. 1.-0" 8- 1-0" 1W NA NA SLAB INTERSECTING WALL I= I= = <br /> SIMPSON A35 01fi'OC 8'-0" #5 012"O.C. #4 010"O.C. 2-0' 8' 1'-0° 10" #4 010"O.C. NA SLAB (ALTERNATE DIRECTIONS) <br /> O"AP <br /> 2X BLOCKING 0 16' <br /> OC FOR(3)JOIST CORNER BAR AROUND ALL Construction Joint <br /> e^ <br /> 2.6 PT PLATE W/ BAYS W/13_0 4" SEE DETAIL 1 FOR OUTSIDE CORNERS <br /> 518'DIAMXIO' OC FROM PLY ALL OTHER INFO LL�ES: <br /> AB O 12.OC � 1. SAWED JOINTS SHALL BE MADE AS SOON AS THE JOINT CAN BE CUT WITHOUT EDGES RAVELING A1 TOP CONNECTION AT PARALLEL J5T <br /> T—� AND WITHIN 24 HOURS OF SLAB PLACEMENT. <br /> 2. SAWED JOINTS SHALL BE FTTED WITH SEALENT AS COORDINATED WITH THE ARCHITECT. <br /> #a o J6'D/4 TYPICAL SHEAR FLOW FOUNDATION CONCRETE <br /> z-1Y1• MIN DBL TOP PLATE SPLICE 1 TYP CORNER REINFORCEMEN 1 TYPICAL SLAB <br /> 1z 2a <br /> 8"CONC WALL W/ FRAMING PER PLAN UPSTATE JOB# <br /> (2)#4 TOP <br /> #SV 0 12'O.C. (2)#4 OONT®TOP CONC WALL&0.EINF <br /> (ALT STD HOOKS) PER PLAN DRAWN BY: CHECKED BY: <br /> #4H 010"O.C. 6• HORIIANTAL STL REINF JBG amg <br /> MIN PER SCHEDULE BELOW DETAILS 9 THROUGH 11,AND DETAIL 14 ARE <br /> CUR NOT REFERENCED WITHIN THE PLAN SET, 5/2/NDATE: DESCRIPTIONN1 <br /> �B, TOP CONNECTION BY SLAB VERTICALSTL REINF 5/2/2023 VERSION 1 <br /> 1MN-0L' „�Ma ooJ PER SCHEDULE BELOW a'd, BUT SHOULD N EMPLOYED WHEREVER <br /> #ao/o•o.c. � STUB MR.W/STD APPLICABLE,UNLESS NOTED OTHERWISE <br /> HOOKS TO FTG TO <br /> 4'SLAB W/#3 0 MATCH VERT REBAR. <br /> 12'OC EW OR 6.6 MAX HEIGHT OF LAP 30"MIN <br /> W1.4XW1.4 WWF BACKFILL,Her d'CONC BLAB W/6x6 <br /> 4-CON SILAS IS4 A <br /> CONIC FTG W/ 0 0 12"OC EA WAY TYP FOOTING REINF PER PLAN PPROVALs <br /> 0'O.C. HEEL BARS PER <br /> SCHEDULE ADD(1)#5 DIAG IN WALL <br /> 2 CL TOE BARS PER ADD BARS TO MATCH <br /> 4'DIAM FTG SCHEDULE TVP FOOTING REINF, C <br /> DRAIN IN <br /> Ill GRAVEL LAP BARS AS REQ'D PER y E <br /> POCKET T LI 4"DIAM FTG DRAIN IN LAP SPLICE LENGTH TABLE F <br /> ��� GRAVEL POCKET <br /> L42-4--­k--� ING <br /> NJ(.G 4�' g CONCRETE FM W/ FACE OF STEPS SHALL BE CAST <br /> PLR �y Or 1 «R 6d CO <br /> TOO-OC AGAINST UNDISTURBED FARTH. <br /> SOIL e/^�L�„S �2 �A ��/!/�+, 4--W�JLW ,I.-Wxon IF EXCAVATION RAVELS, 2xHMIN,TYP tf I—gOT OF EXCAVATION <br /> V/` � BEARING SOILUNDI NP <br /> BACKFlLL W ITH CONCRETE <br /> ���� {.d�SP / ��T�o2 WHEN FOOTING IS CAST. JIF ` ETI <br /> ra POL+(12rrll, (� C. REV'Ei"1': - j <br /> 1. FOR EXCAVATION INFORMATION,SEE TYPICAL FOOTING EXCAVATION DETAIL <br /> TYPICAL SHEAR FLOW /T5 TYPICAL SHEAR FLOW /fdl FOUNDATION S 1 <br /> 1 FRAMING PERP 1 FRAMING PRLL 1 TYPICAL STEP <br />