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PROVIDE STAGGERED NAILING AT ALL PANEL EDGES. <br />SHEAR CLIPS <br />(A35 OR LTP4) <br />SHEAR WALL SCHEDULE <br />2022 CALIFORNIA BUILDING CODE <br />WALL <br />TYPE <br />SHEATHING <br />APA-RATED EDGE <br />(E.N.) <br />FIELD <br />(F.N.) <br />ALLOWABLE <br />SHEAR <br />(PLF)FRAMED <br />FLOOR CONCRETE <br />SILL PLATE ATTACHMENT <br />3/8" sheathing 8d @ <br />6" O.C. <br />8d @ <br />12" O.C.1 <br />15/32" Struc. I <br />8d @ <br />4" O.C. <br />8d @ <br />3" O.C. <br />8d @ <br />2" O.C. <br />10d @ <br />2" O.C. <br />8d @ <br />12" O.C. <br />8d @ <br />12" O.C. <br />8d @ <br />12" O.C. <br />10d @ <br />12" O.C. <br />2601/4"∅x6" SDS <br />@ 16" O.C. <br />5/8" ∅ A.B. @ <br />48" O.C. <br />@ 16" O.C. <br />@ 24" O.C. <br />@ 8" O.C. <br />@ 8" O.C. <br />@ 6" O.C. <br />(1) <br />(2)STUDS ARE SPACED @ 16" O.C. MAX., UNO. <br />NAILING <br />2 <br />3 <br />4 <br />5 <br />3/8" sheathing <br />3/8" sheathing <br />3/8" sheathing <br />1/4"∅x6" SDS <br />@ 12" O.C. <br />1/4"∅x6" SDS <br />@ 8" O.C. <br />1/4"∅x6" SDS <br />@ 6" O.C. <br />1/4"∅x6" SDS <br />@ 5" O.C. <br />5/8" ∅ A.B. @ <br />42" O.C. <br />5/8" ∅ A.B. @ <br />36" O.C. <br />5/8" ∅ A.B. @ <br />24" O.C. <br />5/8" ∅ A.B. @ <br />18" O.C. <br />380 <br />490 <br />640 <br />870 <br />15/32" Struc. I <br />BOTH SIDES <br />8d @ <br />3" O.C. <br />8d @ <br />2" O.C. <br />10d @ <br />2" O.C. <br />8d @ <br />12" O.C. <br />8d @ <br />12" O.C. <br />10d @ <br />12" O.C. <br />@ 4" O.C. <br />@ 4" O.C. <br />@ 3" O.C. <br />3D <br />4D <br />5D <br />3/8" sheathing <br />BOTH SIDES <br />3/8" sheathing <br />BOTH SIDES <br />1/4"∅x6" SDS <br />@ 4" O.C. <br />1/4"∅x6" SDS <br />@ 3" O.C. <br />1/4"∅x6" SDS <br />@ 2.5" O.C. <br />5/8" ∅ A.B. @ <br />18" O.C. <br />5/8" ∅ A.B. @ <br />12" O.C. <br />5/8" ∅ A.B. @ <br />9" O.C. <br />980 <br />1280 <br />1740 <br />BLK'G & <br />STUD SIZE <br />AT ADJ. <br />PANEL <br />EDGES <br />2x <br />NOTES: <br />3x <br />3x <br />3x <br />3x <br />3x <br />3x <br />3x <br />(3)FOR SHEARWALL TYPE 3D, 4D, 5D, SILL PLATE SHALL BE 3x MIN. <br />SHEARWALL NOTES <br />1.SEE SHEET S-0 FOR RELATED NOTES AND REFERENCES. <br />2.SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS, UNLESS APPROVED BY E.O.R IN WRITING. <br />3.AT DOUBLE SIDED SHEAR WALLS, POST W/E.N. PER PLAN TO RECEIVE E.N. FROM BOTH SIDES. <br />4.WHEN MULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST, PLYWOOD SHEAR WALL TO BE <br />NAILED TO ALL STUDS RECEIVING HOLDOWNS. <br />5.DO NOT BREAK SHEAR WALL AT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY <br />DETAILED ON PLANS. INSTALL SHEAR WALL PRIOR TO FRAMING OF PERPENDICULAR WALLS. <br />6.THE CONTRACTOR SHALL VERIFY THAT THE TOP OF HARDY FRAMES ALIGNS WITH THE TOP <br />PLATE HEIGHT SHOWN ON THE PLANS. ANY DISCREPANCIES MUST BE REPORTED TO THE <br />ENGINEER OF RECORD. <br />7.ALL SHEAR PANELS SHALL HAVE CONTINUOUS SHEATHING MATERIAL FROM ONE END TO THE <br />OTHER AND FROM PLATE TO PLATE AS SPECIFIED ON THE DRAWINGS. CONTRACTOR SHALL <br />COORDINATE FRAMING SUCH THAT CONTINUITY OF SHEAR PANELS IS ASSURED. <br />FRAMING SCHEDULE <br />POST OR TRIMMER AS NOTED <br />SYMBOLS LEGEND <br />FRAMING KEY NOTES <br />SHEAR PANEL LENGTH AND NUMBER. <br />REFER TO SHEARWALL SCHEDULE FOR PANEL TYPE <br />BEAM NUMBER, REFER TO E.O.R. CALCULATIONS <br />DIRECTION OF FRAMING MEMBER PER SCHEDULE <br />DETAIL SHEET NUMBER <br />KEY NOTE NUMBER <br />DETAIL NUMBER <br />HEADER OR DROP BEAM PER PLAN <br />FLUSH BEAM PER PLAN <br />MARK MEMBER TYPE <br />EXISTING FRAMING (V.I.F.)E <br />X <br />X <br />X <br />X <br />SD.X <br />DRAG DIRECTION <br />X <br />X <br />X <br />X <br />FRAMING AREA DIVISION <br />X <br />FRAMING NOTES <br />(E) PAD <br />PAD NUMBER PER SCHEDULE <br />DROP IN SLAB (VERIFY PRIOR TO CONSTRUCTION) <br />X <br />#X PAD ID, REFER TO E.O.R CALCULATIONS <br />X <br />HOLDOWN TYPE, <br />FOUNDATION NOTES <br />1.SEE SHEET S-0 FOR RELATED NOTES AND REFERENCES. <br />2.APPROVED PROPRIETARY ANCHORS SUCH AS MASA OR MASAP MAY BE USED WHERE <br />PERMITTED, IN ACCORDANCE WITH ICC-ESR #2555. MAINTAIN MINIMUM 4" END DISTANCE <br />3.TOP OF ALL EXTERIOR FOOTINGS, INCLUDING GRADE BEAMS, PAD FOOTINGS, AND FLAGPOLE <br />FOUNDATIONS, SHALL BE PLACED A MINIMUM OF 6 INCHES BELOW FINISHED GRADE. <br />4.HOLD DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION <br />5.ALL HOLDOWNS AND POST ANCHORS TO BE INSTALLED ACCORDING TO MOST CURRENT <br />SIMPSON STRONG TIE SPECIFICATIONS AND REQUIREMENTS OF ICC-ER REPORTS & SHALL BE <br />TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. DIMENSIONS ARE NOT FURNISHED TO <br />SIMPSON HOLDOWNS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR'S SUPERINTENDENT, <br />THE FRAMING CONTRACTOR AND THE CONCRETE CONTRACTOR TO LOCATE THESE ANCHORS <br />IN THE EXACT LOCATION. REFER TO DETAILS FOR PROPER INSTALLATION. <br />6.HOLDOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE 0.229"X3" PLATE WASHERS <br />ON THE POST OPPOSITE THE HOLDOWN AND HOLDOWN SHALL BE TIGHTENED TO FINGER <br />TIGHT PLUS ONE HALF WRENCH TURN JUST PRIOR TO COVERING THE WALL FRAMING. <br />LINE OF LATERAL FORCE RESISTANCE, REFER TO E.O.R. CALCULATIONS <br />1.SEE SHEET S-0 FOR RELATED NOTES AND REFERENCES. <br />2.SEE DETAIL 3/SD.0 FOR TYPICAL HEADER W/TRIMER, U.N.O. ON PLAN. <br />3.ROOF WALL TOP PLATE SHOULD BE SPLICED PER DETAIL 2A/SD.0 U.N.O. ON PLANS. <br />4.TYPICAL STUD BEARING WALLS, 10 FT MAX HEIGHT, SHALL BE AS SCHEDULED BELOW. TYPICAL <br />NON-BEARING WALLS, USE 2x4 UP TO 14 FT HEIGHT OR 2x6 UP TO 20 FT HEIGHT. FOR OTHER <br />CONDITIONS, SEE CASE-BY-CASE DESIGN AND NOTES ON PLAN <br />6. TYPICAL CEILING JOISTS WITH DEAD LOAD DL = 8.0 psf, LIVE LOAD LL = 10.0 psf. FOR <br /> OTHER CONDITIONS, SEE CASE-BY-CASE DESIGN AND FRAMING SCHEDULE <br />2x6 <br />2x8 <br />MAX CEILING JOIST SPACING (INCHES) <br />C.J. <br />STUD WALL SUPPORTING <br />ROOF ONLY <br />ONE FLOOR & ROOF <br />TWO FLOOR & ROOF <br />ONE FLOOR ONLY <br />2x4 <br />MAX. STUD SPACING (INCHES) <br />2-2x4 2-2x62x6 <br />24 <br />24 <br />16 <br />12 <br />24 <br />24 <br />24 <br />16 <br />24 <br />24 <br />24 <br />16 <br />24 <br />24 <br />24 <br />24 <br />2x4 <br />MAX SPAN (FT) <br />20'-0" <br />12 <br />N/A <br />N/A <br />15'-3" <br />24 <br />12 <br />N/A <br />14'-0"12'-0"9'-9" <br />24 <br />16 <br />N/A <br />24 <br />24 24 <br />24 <br />12N/A <br />8'-6" <br />24 <br />24 <br />16 <br />7'-6" <br />24 <br />24 <br />24 <br />18'-0" <br />N/A <br />N/A <br />16 <br />ALIGN STUD(S)/POST(S) WITH UPPER FLOOR STUD(S)/POST(S) AND PROVIDE SOLID <br />BLOCKING BETWEEN FLOOR (PROVIDE E.N. WHEN POST IS LOCATED WITHIN S.W.) <br />CONTINUOUS JOIST WITH EDGE NAILING AS REQUIRED.3 <br />2 <br />1 <br />INSTALL SOLID BLOCKING AT LOCATIONS WHERE VERTICAL POSTS DO NOT ALIGN <br />CONTINUOUSLY THROUGH JOIST SPACES AND/OR BETWEEN THE TOPS OF BEAMS OR <br />HEADERS AND THE LOWER TOP PLATE. <br />(N) PAD <br />CJ 2 X 10 CEILING JOIST @ 16" O.C. <br />R1 2 X 8 ROOF RAFTERS @ 16" O.C. <br />(E) CONTINUOUS EDGE SLAB FOOTING <br />(N) CONTINUOUS EDGE SLAB FOOTING <br />CALIFORNIA FRAMING <br />DW <br />(N) 4x6 HDR <br />(N <br />) <br /> <br />4 <br />x <br />6 <br /> <br />H <br />D <br />R <br />5 <br />(N <br />) <br /> <br />4 <br />x <br />8 <br /> <br />H <br />D <br />R <br />(N) 4x6 HDR <br />(N <br />) <br /> <br />4 <br />x <br />6 <br /> <br />H <br />D <br />R <br />(N <br />) <br /> <br />4 <br />x <br />6 <br /> <br />H <br />D <br />R <br />7 <br />(N <br />) <br /> <br />3 <br /> <br />1 <br />/ <br />2 <br />" <br />x <br />1 <br />1 <br /> <br />1 <br />/ <br />4 <br />" <br /> <br />L <br />V <br />L <br /> <br />C <br />L <br />' <br />G <br /> <br />B <br />M <br />6 <br />(N) <br /> <br />4 <br />x <br />1 <br />0 <br /> <br />H <br />I <br />P <br /> <br />B <br />M <br />6 <br />(N) <br /> <br />4 <br />x <br />1 <br />0 <br /> <br />H <br />I <br />P <br /> <br />B <br />M <br />(N <br />) <br /> <br />2 <br />x <br />1 <br />0 <br /> <br />R <br />I <br />D <br />G <br />E <br /> <br />B <br />O <br />A <br />R <br />D <br />3 <br />(N) <br /> <br />4 <br />x <br />1 <br />0 <br /> <br />H <br />I <br />P <br /> <br />B <br />M <br />3 <br />(N) <br /> <br />4 <br />x <br />1 <br />0 <br /> <br />H <br />I <br />P <br /> <br />B <br />M <br />R1R1 <br />R1 <br />R1 <br />R1 <br />R1 <br />RR W/EN <br />4A <br />SD.2 <br />RR W/EN <br />(E) HDR <br />(E) <br /> <br /> <br />H <br />I <br />P <br /> <br />B <br />M <br />E <br />EE <br />CJ <br />4 <br />(N) 3 1/2"x11 1/4" LVL CL'G BM <br />CJ <br />MI <br />N <br /> <br />6 <br />' <br />- <br />0 <br />" <br />RR <br /> <br />W <br />/ <br />E <br />N <br />4A <br />SD.2 <br />1 <br />2w/ <br /> <br />C <br />O <br />L <br />L <br />A <br />R <br /> <br />T <br />I <br />E <br />1 <br />HUS <br />4x4 <br />K.P. <br />4x4 <br />K.P. <br />HHSUQ <br />4x4 <br />4x <br />4 <br />C <br />B <br />A <br />1 2 3 <br />1 <br />8'-0"4x <br />4 <br />4x <br />4 <br />1 <br />3'-0"4x <br />4 <br />4x <br />4 <br />1 <br />8'-0"4x <br />4 <br />1 <br />4' <br />- <br />0 <br />" <br />4x4 <br />2 <br />4' <br />- <br />0 <br />" <br />4x4 <br />4x4 1 <br />8' <br />- <br />0 <br />" <br />4x4 <br />4x4 <br />2-2x4 <br />TRIM <br />2-2x4 <br />TRIM <br />2-2x42-2x4 <br />3 <br />SD.2 <br />3 <br />SD.2 5 <br />SD.2 <br />5 <br />SD.2 <br />5 <br />SD.2 <br />5 <br />SD.2 <br />5 <br />SD.2 <br />7 <br />SD.2 <br />8 <br />SD.2 <br />8 <br />SD.2 <br />8 <br />SD.2 <br />11 <br />SD.2 <br />12 <br />SD.2 <br />6 <br />SD.2 <br />6 <br />SD.2 <br />TYP. <br />7 <br />SD.2 <br />TYP. <br />15 <br />SD.0 <br />TYP. <br />14 <br />SD.0 <br />13 <br />SD.0 <br />3 <br />SD.0 <br />TYP. <br />8 <br />SD.0 <br />TYP. <br />10 <br />SD.2 <br />1B <br />SD.2 <br />2A <br />SD.2 <br />1B <br />SD.2 <br />1B <br />SD.2 <br />5 <br />SD.2 <br />13 <br />SD.0 <br />9 <br />SD.2 <br />TYP. <br />13 <br />SD.2 <br />1 <br />2B <br />SD.0 <br />1 <br />DW <br />(E) SLAB ON GRADE <br />THICK CONVENTIONAL <br />SLAB AND UNDERLAYMENT <br />PER DETAIL 1/SD.1 <br />5" <br />C <br />B <br />A <br />1 2 3 <br />1 <br />8'-0" <br />HD <br />U <br />2 <br />HD <br />U <br />2 <br />1 <br />3'-0" <br />HD <br />U <br />2 <br />HD <br />U <br />2 <br />1 <br />8'-0" <br />HD <br />U <br />2 <br />HD <br />U <br />2 <br />1 <br />4' <br />- <br />0 <br />" <br />HDU2 <br />2 <br />4' <br />- <br />0 <br />" <br />HDU2 <br />HDU2 1 <br />8' <br />- <br />0 <br />" <br />HDU2 <br />HDU2 <br />(E) FOOTING, TYP. <br />1 <br />SD.1 <br />1 <br />SD.1 <br />1 <br />SD.1 <br />1 <br />SD.1 <br />1 <br />SD.1 <br />4 <br />SD.1 <br />TYP. <br />5 <br />SD.1 <br />TYP. <br />6 <br />SD.1 <br />6 <br />SD.17 <br />SD.1 <br />8A <br />SD.18B <br />SD.1 <br />8B <br />SD.1 <br />ROOF FRAMING PLAN <br />SCALE : 1/4" = 1'-0" <br />FRAMING <br />PLANS <br />S-1 <br />DESCRIPTIONREV.DATE <br />STAMP: <br />SHEET TITLE: <br />SHEET NUMBER: <br />AD <br />U <br /> <br />C <br />O <br />N <br />V <br />E <br />R <br />S <br />I <br />O <br />N <br />PROJECT: <br />80 <br />5 <br /> <br />C <br />L <br />E <br />M <br />E <br />N <br />S <br />E <br />N <br /> <br />A <br />V <br />E <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br />CA <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />1 PC1 01-17-2026 <br />FOUNDATION PLAN <br />SCALE : 1/4" = 1'-0" <br />ENGINEER OF RECORD: <br />VENKATA ROHIT GRANDHI, P.E <br />7823 Boxwood Ct, <br />Highland, CA 92346 <br />rohith.grandi@gmail.com <br />09/04/202012/14/202401.18.2026