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STRUCTURAL SUBMITTAL SET1/4" = 1'-0"SEE " ANCHOR BOLT / HOLDOWN SCHEDULE" SEE "SHEAR WALL SCHEDULE" ALEGEND#TYPICAL "SHEAR WALL" SEE SCHEDULE FORBOLT SPACINGF1SEE FOOTING SCHEDULE(TWO POUR)(MONO POUR)ANCHORBOLTSSTB20SSTB24SSTB24SSTB34SSTB34HDU8HDU111124"24"SSTB34SSTB282HDU44HDU55816"24"SSTB24SSTB20HDMARK2HDU22Le12"MIN.SSTB16ANCHORBOLT20- SDS SCREWS 5"24"28"28"4x66x68"8"1ATTACH TOSTUD OR6- SDS SCREWS 10- SDS SCREWS 14- SDS SCREWS 5"20"5"28"2-2x6"4x6"STEMMIN.WALLDcMIN.5"16"LeMIN.POST2-2xREQ'D6"111ANCHOR BOLT / HOLDOWNPOST WITHWIDTHMIN.30- SDS SCREWS1SCHEDULENOTES:1.ALL WOOD SCREWS SHALL BE 14"x 3" SIMPSON STRONG DRIVEWOOD SCREWS.2.SEE DETAIL(S) ON SD-1 FOR RETROFIT HOLDOWNINSTALLTION REQUIREMENTS. SPECIAL INSPECTION ISREQUIRED. SEE "REQUIREMENTS FOR SPECIAL INSPECTION"ON SN-1 FOR ADDITIONAL INFO.3.CNW COUPLERS AND ALL-THREAD ARE REQUIRED FOR SILLPLATES WITH THICKNESS GREATER THAN A 2x MEMBER.3 12"1/2" 5/8" PLATE THICKNESS8d FIELD NAILING36" o.c. A.B. SPACING52" o.c.36" o.c. A.B. SPACING 1 1/2"LS70@ 24"SIMPSON CLIP, BLOCKTO PLATE4FOUNDATION SILL@ 20"1 1/2"SHEAR WALL SCHEDULESHEAR WALL TYPE3/8" PLYWOOD OR EXT. RATED OSB8d EDGE NAILING1 SIDE6"1,231 SIDE4"ACDXSEISMIC SHEAR (PLF)335WIND SHEAR (PLF)B485CDXLS7024" o.c.14" o.c.@ 16"1 1/2"1 SIDE3"C600CDXLS7010" o.c.26" o.c.@ 12"1 SIDE2"D820CDXLS7018" o.c.24" o.c.@ 10"1 SIDE2"E924STRUC. 1LS7016" o.c.3"23" o.c.@ 10"2 SIDES4"F975CDXLS7015" o.c.3"18" o.c.@ 8"2 SIDES3"G1250CDXLS7011" o.c.3"260350490640730760980PLYWOOD JOINT2xSTUD SIZE AT VERT.553"2-2x STUDS NAILED TOGETHER WITH 2 ROWS 16dSINKERS AT 12" O.C. FOR FULL HEIGHT OF STUDS.(4x POST MAY REPLACE 2-2x STUDS)1.OVER D. FIR STUDS @ 16" O.C.2.ALL PANEL EDGES BACKED WITH 2-INCH NOMINAL OR WIDER FRAMING U.O.N.3.IF MACHINE NAILS ARE USED, NAILS WITH A PARTIAL HEAD ARE NOT ALLOWED.4.SIMPSON MFG. CLIPS AT 24" O.C. FOR ENTIRE BALANCE OF WALL LINE.5.ANCHOR BOLTS SHALL HAVE A MINIMUM 3"x3"x.229" THICK PLATE WASHER.PLATE WASHERS SHALL EXTEND TO WITHIN 12" OF THE SIDE OF THE WALLSHEATHING. SIMPSON BPS IS ACCEPTABLE.6.8ds SHALL BE COMMON OR BOX (2 12" LONG, Ø = .113" MIN.)NOTES: 12" 12" 12" 12" 12" 12"16"F1FOOTING SCHEDULEWIDTHMARKLENGTHMINIMUM STEEL REQUIRED MINIMUM THICKNESS & DEPTH#4 REBAR EVENLY SPACED3-EA. WAY 3" CLRNOTES:1.REINFORCEMENT TO BE 3" CLEAR FROM BOTTOM3-EA. WAY 3" CLR20"F23-EA. WAY 3" CLR4-EA. WAY 3" CLR24"F328"F44-EA. WAY 3" CLR4-EA. WAY 3" CLR32"F536"F65-EA. WAY 3" CLR40"F75-EA. WAY 3" CLR44"F88-EA. WAY 3" CLR48"F99-EA. WAY 3" CLR52"F1010-EA. WAY 3" CLR56"F1110-EA. WAY 3" CLR60"F1216"20"24"28"32"36"40"44"48"52"56"60"FOUNDATION NOTES1.PLATE WASHERS SHALL BE AS NOTED ON SHEARWALL SCHEDULEBELOW.2.THE GROUNDING ELECTRODE SYSTEM SHALL BE ACCORDANCE w/N.E.C. MINIMUM 20'-0" OF #4 COPPER LOCATED NEAR BUT NOT ONTHE BOTTOM OF THE FOOTING. GROUNDING ELECTRODECONDUCTOR SHALL BE CONTINUOUS TO PANEL BOARD. (NOSPLICES)3.EXTERIOR LANDINGS SHALL SLOPE AT 2 % AWAY FROM BUILDING4.THE GEOTECHNICAL REPORT, IF ONE EXISTS, IS AN INTEGRAL PARTOF THIS PLAN SET AND SHALL BE ON THE JOB SITE AT ALL TIMESDURING FOUNDATION PREPARATION AND CONSTRUCTION. THECONTRACTOR SHALL REVIEW THE REPORT PRIOR TO COMMENCINGCONSTRUCTION AND ANY DISCREPANCIES BETWEEN THE PLANSAND THE REPORT SHALL BE BROUGHT TO THE ATTENTION OFSTREAMLINE ENGINEERING IMMEDIATELY. IT IS THE SOLERESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL THECONSTRUCTION IS IN COMPLIANCE WITH THE REPORT.S-118"FOUNDATION / SHEARWALL PLAN18"18"18"18"18"18"18"18"18"18"18"& DETAIL 7/SD-1 FOR (E) FTG. & 9/SD-1 FOR (N) TURNED DOWN FOOTING W/ CURBFOOTING w/ STEM WALL2571 CALIFORNIA PARK DRIVE
CHICO, CALIFORNIA 95928
SUITE 210 EXISTING FOUNDATIONSD-18SD-18SD-1812'-0"4" CONCRETE SLAB W/ #3 @ 18" O.C. EA. WAYOVER 10 MIL. VAPOR BARRIER OVER 4" MIN. 34"COMPACTED GRAVEL BASE ROCKPLANS FOR
BOETTCHER RESIDENCE
4387 KATHY LANE
CHICO, CALIFORNIA EXISTING WALLS TO BEREMOVED TYP.SD-11036"x36"x18" FTGW/ 4-#4 EA. WAY6x6 POST24"x24"x18" FTGW/ 3-#4 EA. WAY4x6 POST18"Wx32"Lx18" FTGEXTENSION W/ 2-#4LONGT. & 4-#4TRANSVERSE DOWELLINTO (E) FTG4x6 POSTSD-192-2x6 TRIMMER,TYP.SD-111BUILDER TOVERIFY MIN. 12"WIDE (E) CONT.FTGBUILDER VERIFY MIN. 12"WIDE (E) CONT. FTG5'-5"
B
3'-0"
B
2'-11"
BB4'-0"B8'-3"A10'-9"44444444TYP.3-#4 DOWELLS T&B@ 12" O.C., CENTERON POST. INSTALLSIM. 9/SD-1, 8"EMBED INTO (E)#3 DOWELS 2' LONG @ 18" O.C.w/6" EMBED INTO (E) CONCRETEAND 18" INTO (N)4#3 DOWELS 2' LONG @ 18" O.C.w/6" EMBED INTO (E) CONCRETEAND 18" INTO (N)(E) PATIO TO REMAIN1149"111422FOOTING STEPSIM. 1/S-1FOOTING STEPSIM. 1/S-1DEEPEN FOOTING TO 3'-0" FOR 8'-0" LENGTHADJACENT TO SEPTIC TANK LOCATIONDEEPEN FOOTING TO 3'-0" FOR 8'-0" LENGTH
ADJACENT TO SEPTIC TANK LOCATION
333338" MIN. ABOVECLR.TYP.GRADE,NATURAL18" MIN.BELOWTYP.MIN. TYP.(SEE NOTE 1)GRADE, TYP.NATURAL 18" MAX.ABOVETYP.NATURAL GRADESTEPPED FOOTING12324"3"4675TYP. STEP = 2*RISER MIN.818" MAX. RISER 1.WALL PER PLAN2.TOP REINFORCING (TYP.)3.NATURAL GRADE4.STANDARD HOOK5.BOTTOM REINFORCING (TYP.)6.MAXIMUM SLOPE7.CONCRETE FOOTING PERPLAN8.UNDISTURBED SOIL ORAPPROVED ENGINEERED FILL NOTE: 1. WHERE TOP OF WALL IS GREATER THAN 1'-6" & LESS THAN 3'-0" ABOVE NATURAL GRADE, PROVIDE #4 @ 18" o.c. VERT.  @ 12" o.c. HORIZ. IN WALL.N.T.S.13NOTE: ACCEPTABLE TOSLOPE ONLY FOOTINGBOTTOM AS REQ'D PERSITE/SOIL CONDITIONS.PROVIDE LONGT.REINFORCEMENT PERTYPICAL FTG. DETAIL, MIN.#4 @ 12" O.C.