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01/29/2025PC COMMENTS RESPONSE #1 <br />04/17/2025PC COMMENTS RESPONSE #2 <br />VE Revs 10/10/20251 <br />B <br />A <br /> <br />a <br />n <br />d <br /> <br />s <br />h <br />a <br />l <br />l <br /> <br />n <br />o <br />t <br /> <br />b <br />e <br /> <br />r <br />e <br />p <br />r <br />o <br />d <br />u <br />c <br />e <br />d <br /> <br />i <br />n <br /> <br />w <br />h <br />o <br />l <br />e <br /> <br />o <br />r <br /> <br />i <br />n <br /> <br />p <br />a <br />r <br />t <br /> <br />w <br />i <br />t <br />h <br />o <br />u <br />t <br /> <br />t <br />h <br />e <br /> <br />e <br />x <br />p <br />r <br />e <br />s <br />s <br /> <br />p <br />r <br />i <br />o <br />r <br /> <br />w <br />r <br />i <br />t <br />t <br />e <br />n <br /> <br />p <br />e <br />r <br />m <br />i <br />s <br />s <br />i <br />o <br />n <br /> <br />o <br />f <br /> <br />s <br />a <br />i <br />d <br /> <br />e <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />s <br />, <br /> <br />a <br />n <br />y <br /> <br />u <br />n <br />a <br />u <br />t <br />h <br />o <br />r <br />i <br />z <br />e <br />d <br /> <br />r <br />e <br />u <br />s <br />e <br /> <br />o <br />f <br /> <br />t <br />h <br />e <br />s <br />e <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />o <br />t <br />h <br />e <br />r <br /> <br />t <br />h <br />a <br />n <br /> <br />f <br />o <br />r <br /> <br />t <br />h <br />e <br /> <br />p <br />r <br />o <br />j <br />e <br />c <br />t <br /> <br />a <br />n <br />d <br /> <br />l <br />o <br />c <br />a <br />t <br />i <br />o <br />n <br /> <br />s <br />h <br />o <br />w <br />n <br /> <br />i <br />s <br /> <br />p <br />r <br />o <br />h <br />i <br />b <br />i <br />t <br />e <br />d <br />. <br />al <br />l <br /> <br />i <br />d <br />e <br />a <br />s <br />, <br /> <br />d <br />e <br />s <br />i <br />g <br />n <br />s <br /> <br />a <br />n <br />d <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />r <br />e <br />p <br />r <br />e <br />s <br />e <br />n <br />t <br />e <br />d <br /> <br />b <br />y <br /> <br />t <br />h <br />i <br />s <br /> <br />d <br />r <br />a <br />w <br />i <br />n <br />g <br /> <br />a <br />r <br />e <br /> <br />t <br />h <br />e <br /> <br />e <br />x <br />c <br />l <br />u <br />s <br />i <br />v <br />e <br /> <br />p <br />r <br />o <br />p <br />e <br />r <br />t <br />y <br /> <br />o <br />f <br />Go <br />u <br />v <br />i <br />s <br /> <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br />JOB NO. <br />SUBMITTAL <br />DATE <br />SHEET TITLE <br />SHEET NO. <br />CLIENT: <br />REVISION <br />DATE <br />21 <br />3 <br />0 <br /> <br />E <br /> <br />4 <br />T <br />H <br /> <br />S <br />T <br /> <br /># <br />2 <br />0 <br />0 <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />BSB: MR230056; Gouvis: 66467 <br />1ST PLAN CHECK SUBMITTAL 08/20/2024 <br />2ND PLAN CHECK SUBMITTAL 01/29/2025 <br />3RD P.C. SUBMITTAL <br />04/17/2025 <br />3RD PLAN CHECK SUBMITTAL 04/17/2025 <br />OL <br />I <br />V <br />E <br /> <br />C <br />R <br />E <br />S <br />T <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />T <br />I <br />A <br />L <br />OL <br />I <br />V <br />E <br /> <br />C <br />R <br />E <br />S <br />T <br />21 <br />5 <br />0 <br /> <br />E <br />. <br /> <br />F <br />O <br />U <br />R <br />T <br />H <br /> <br />S <br />T <br />. <br /> <br />& <br /> <br />2 <br />1 <br />6 <br />0 <br /> <br />E <br />. <br /> <br />F <br />O <br />U <br />R <br />T <br />H <br /> <br />S <br />T <br />. <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />STRUCTURAL <br />DETAILS & NOTES <br />SN3 <br />ADDITION OF FTN'G./SLAB AT <br />3" <br />1 4 <br />1 <br />4 6 <br />3 <br />5 <br />3 2 <br />7 <br />1.EXISTING FOUNDATION <br />2.NEW FOOTING, MINIMUM SAME <br />SIZE AS EXISTING OR SEE <br />PLAN FOR SIZE. <br />3. #4 DOWELS @ 18" O.C. BENT <br />AS SHOWN IN FOOTING & <br />OVERLAP MIN. 24" AS SHOWN <br />IN SLAB. <br />4. <br />DOWELS INTO EXISTING <br />CONCRETE W/ SIMPSON SET-3G <br />5.NEW SLAB PER PLAN <br />6.ADDITIONAL #4 BOTTOM DOWEL <br />AT ENDS ONLY. <br />7.FOOTING REINFORCEMENT <br />PER PLAN OR MIN. (1) #4 TOP <br />AND (1) #4 BOTTOM. <br />MIN. 5" EMBEDMENT OF <br />EXISTING FOUNDATION <br />CL <br />R <br />. <br />1 <br />3 <br />/ <br />4 <br />" <br />TO <br /> <br />2 <br />" <br />1 <br />3 <br />/ <br />4 <br />" <br />TO <br /> <br />2 <br />" <br />EPOXY, ESR #4057. PERIODIC <br />SPECIAL INSPECTION IS REQ'D. <br />TY <br />P <br />. <br />R <br />EDGE NAILING @ ADJOINING1. <br />2. <br />5 <br />SHEAR PER PLANS, TYP. <br />3.3X MIN. POST (PER SW SCHED.) <br />MIS-INSTALLED W/ A 2X STUD. <br />4.NEW POST AS SHOWN. POST TO <br />BE SIZED TO ACHIEVE MIN. 1 1/2" <br />OVERLAP OF SHEAR PANEL. <br />PANEL EDGES, TYP. <br />2 <br />5.ALTERNATE TO 3X MIN. POST PER <br />SW SCHEDULE, USE (2) 2X STUDS <br />W/ 2 ROWS OF 16d SINKER NAILS <br />SPACING IN EACH ROW PER <br />6.SHEAR PANEL WHERE OCCURS <br />THIS SIDE ALSO, PER PLAN TYP. <br />PANEL TYPES NAIL SPACING <br />@ 12" O.C. <br />FIX AND ALTERNATE @ ADJOINING <br />PANEL EDGES OF SHEAR WALLS <br />6 <br />2 <br />ALTERNATE <br />FIELD FIX.1 1/2" <br />AREA OF FRAMING <br />TO BE "CUT-OUT" <br />1 <br />AS BUILT. <br />(NOT ACCEPTABLE <br />SEE FIX BELOW)6 <br />4 <br />6 <br />2 <br />3 <br />1/8" MIN., TYP. <br />1 <br />1 SCHEDULE BELOW. <br />(ROWS STAGGERED) WITH <br />2 <br />@ 9" O.C.3 <br />@ 6" O.C.4 <br />@ 5" O.C.5 <br />@ 4" O.C.3DBL SIDED <br />4DBL SIDED <br />5DBL SIDED <br />@ 3" O.C. <br />@ 2 1/2" O.C. <br />R <br /> MISPLACED HOLDOWN ANCHOR <br />3 <br />2 <br />1 <br />1. <br />RAISE HOLDOWN BRACKET <br />HIGH ON WALL TO RECEIVE <br />EXTENSION ROD. <br />2.USE APPROVED COUPLER <br />AND EXTEND ROD W/ SLIGHT <br />ANGLE TO CENTER ROD IN <br />WALL. USE 12:1 RATIO <br />3. <br />EXISTING ANCHOR <br />MISPLACED. <br />NOTE: <br />THIS FIX SHALL NOT BE USED <br />IF ANCHOR IS MISPLACED <br />TOWARD OUTSIDE EDGE OF <br />CONC. DUE TO MIN. EDGE <br />DISTANCE REQUIREMENTS. <br />(12" HIGH FOR 1" OFFSET). <br />6" <br /> <br />M <br />A <br />X <br />. <br />R <br /> WALL W/ PLUMB./ MECH <br />33 <br />6 <br />7 7 <br />5 <br />1 <br />2 <br />1 <br />4 <br />1.PLUMBING OR MECHANICAL <br />LINE IN WALL INTERRUPTING <br />PLATES AND RIM JOIST <br />2.SPLICE RIM W/ ST6224 <br />STRAP (U.N.O.) ON PLANS. <br />3.SPLICE PLATES @ FLR. LEVEL <br />W/ SIMPSON RPS STRAPS <br />W/(6) 16d's @ EA. END OF EA. <br />STRAP. ALT., USE 'ST' STRAP <br />W/(6) 16d's @ EA. END, <br />P/ PLATE. STRAP ONE SIDE <br />ONLY IF PLUMBING CAUSES <br />NOTCH OF PLATE NO MORE <br />THAN 50% OF PLATE WIDTH. <br />4.ADD NEW FLAT 2x BLK'G MIN. <br />(3) BAYS @ PIPE W/ (4) 10d's <br />PER BLK'G FROM FLOOR <br />SHT'G. AT BAY W/ <br />5.ROOF MEMBERS. <br />6.EAVE BLK'G TO REMAIN. <br />7.SPLICE UPPER TOP PLATES <br />W/ STRAP AS REQ. P/ DRAG <br />DETAIL ON PLANS. STRAP <br />BOTH SIDES W/ SAME STRAP <br />WHEN CUT EXCEEDS 50% OF <br />PLATE WIDTH. USE 16d SHORT <br />NAILS (2 1/2" LONG). <br />@ FLOOR LEVEL. <br />ADD ONE ADDITIONAL BLK'G <br />EACH WAY. <br />INTERRUPTED RIM JOIST, <br />R <br /> FIELD FIX @ PLATE/RIM BREAK <br />X X <br />1 132 <br />44 <br />13 <br />67 8 <br />9 <br />13 13 <br />13 13 <br />12 <br />11 <br />14 <br />10 <br />X= LENGTH TO BE ENOUGH TO HAVE MIN. NO. OF <br /> NAILS OF SPLICE NAIL AS PER PLAN (STRAPS <br /> MUST EXTEND MIN. ONE STUD BAY EACH WAY). <br />SECTION @ FLOOR FRAMING <br />SECTION @ ROOF FRAMING <br />1.TYP. BLK'G OR RIM. <br />2.ROOF OR FLOOR SHEATHING. <br />3.ROOF TRUSS OR TJI's <br />@ SIMILAR CONDITION <br />@ FLOOR. <br />4.2x4 STUDS. <br />5.DBL. TOP PLATES. <br />6.CS STRAP @ EA. SIDE SOLE <br />PLATE IF CUT. <br />7.ADD FULL HEIGHT BLK'G W/ <br />BAY AND ONE BAY EA. WAY <br />BEYOND. MIN. (3) BAYS OF <br />8.RIM INTERRUPTED @ DUCT. <br />9.A35 PER PLAN AND MIN. (1) <br />10.A35, PER BLOCK. <br />11.E.N. <br />12.SHEAR PANEL. <br />13.(2) CS16 EA. SIDE W/ 10d's <br />@ 2" O.C. MAX STRAPS TO <br />BE NAILED @ TOP OF SHEAR <br />PANEL AND TO HAVE MIN. <br />NO. OF NAILS EQUAL TO <br />SPLICE NAILING PER PLAN. <br />N 10 NAILS MAY BE USED. <br />5 <br />SHEATHING E.N. @ AFFECTED <br />BLOCKING. <br />EA. SIDE OF BREAK. <br />BLOCKING. <br />SHEATHING E.N. @ AFFECTED <br />BEYOND. MIN. (3) BAYS OF <br />BAY AND ONE BAY EA. WAY <br />ADD 2X6 MIN. BLK'G W/14. <br />R <br /> FIX FOR CUTS IN SLABS <br />OPENING IN CONC. SLAB.1. <br />PLAN VIEW <br />TENDON DURING REPAIR. <br />- SPECIAL INSPECTION IS <br />TENDONS WERE DE-TENSIONED). <br />REACHES 3000 PSI. (IN CASE <br />RE-STRESSED UNTIL NEW CONC. <br />TENDONS SHALL NOT BE <br />- POUR NEW 4000 PSI CONCRETE <br />TY <br />P <br />. <br /> <br />5 <br />" <br />EM <br />B <br />E <br />D <br />M <br />E <br />N <br />T <br />REQUIRED DURING <br />TAKEN NOT TO DAMAGE ANY <br />- EXTREME CARE SHALL BE <br />MUST BE 6" AWAY FROM CABLE. <br />DE-TENSION CABLES, BUT CUT <br />TENDONS, NO NEED TO <br />CUT. IF CUTTING BETWEEN <br />PASSING THRU THE AREA BEING <br />- DE-TENSION ALL TENDONS <br />PRIOR TO PROCEEDING WITH <br />THE PROPOSED OPENING <br />SURFACE IN THE VICINITY OF <br />BOTH DIRECTIONS ON SLAB <br />- MARK-UP TENDON ROUTE IN <br />1 <br />NOTES FOR P.T. SLAB: <br />THE SLAB EXCAVATION. <br />2.TYP. #4 DOWELS @ 12" O.C. <br />(MIN. 2 PER SIDE) EMBEDDED <br />IN SLAB AS SHOWN W/ EPOXY <br />GROUT MIX. USE DOWELS TOP <br />& BOTTOM @ 8" OR THICKER <br />SLAB. PLACE DOWELS <br />2 <br />3.WIDTH OF OPENING MUST BE <br />MIN. 20" TO ALLOW FOR <br />DOWELING AS SHOWN. <br />3 <br />CONSTRUCTION PROCESS. <br />APPROXIMATELY 1 3/4" FROM <br />TOP OF SLAB. <br />4 <br />4.PROVIDE VAPOR BARRIER <br />UNDER SLAB <br />R <br /> TIE DWN. AT OFFSET POSTS <br />2 <br />12"MAX <br />3 <br />1 <br />SAME NO. OF CS16 STRAPS <br />ADD SOLID BLK. BEHIND RIM <br />POST AT LOWER FLOOR. <br />APPLIES FROM RIM TO <br />& CONT. 8" PAST STRAPS <br />3. <br />2. <br />FOR NO. OF CS16's REQ. <br />FLOOR SYSTEM. SEE PLANS <br />TO SIDE OF RIM JOIST IN <br />AT UPPER FLR. TO BE NAILED <br />STRAPS FROM SHEAR PANEL <br />STUDS (OR POST) & CS161. <br />EQ <br />. <br />EQ <br />. <br />EQ <br />. <br />EQ <br />. <br />EA. WAY. NAIL W/(2) ROWS <br />OF 16d's @ 4" O.C. <br />2 <br />NOTE: <br />FOR JOISTS PARALLEL TO <br />WALL CONDITIONS ONLY <br />R <br />RETROFIT FOR MISSING FOOTING <br />12 3 <br />4 <br />5 6 <br />8 <br />3" <br />CLR. <br />3" <br /> <br />C <br />L <br />R <br />. <br />1.TYP. 1 1/8"Ø OR 7/8"Ø <br />PREFABRICATED SHEAR <br />2.NATURAL GRADE <br />3.PREFABRICATED SHEAR <br />4.EXISTING CURB WHERE <br />5.DRILL HOLES IN EXISTING <br />CURB & FOOTING FOR NEW <br />BOLTS. FILL HOLES W/ SIMP. <br />SET-3G EPOXY PRIOR TO BOLT <br />PLACEMENT. <br />6.TYP. EXISTING FOOTING. <br />7. <br />(2) NEW #5 BARS TOP & BOTT.8. <br />NEW 15" WIDE x 48" LONG <br />GRADE BM. CENTERED @ <br />CORRECTLY PLACED PANEL. <br />OCCURS.. <br />40 <br />" <br />7 <br />THREADED RODS @ <br />PANEL PER PLAN <br />PANEL PER PLAN <br />@ PREFABRICATED SHEAR PANEL. <br />WHEN FTG. IS MISSING. <br />48" <br />R <br /> FIX FOR MISSING HOLDOWN <br />4" <br />MI <br />N <br />. <br />5 <br />1 <br />/ <br />4 <br />" <br />TY <br />P <br />. <br />3 <br />4 <br />1 <br />26 <br />5 <br />1.2 1/16" WIDE x 12GA. STRAP <br />(MST48 OR EQUAL). <br />2.1/2" Φ SIMPSON TITEN HD <br />3.16d COMMON NAILS <br />USE 0.162Øx 2 1/2" NAILS. <br />4.USE 4x4 POST MIN. <br />5.REPAIR CONC. SPALLING, <br />CONC. MIX. <br />6.MIN. (2) #4 DOWELS EMBEDED <br />4 1/2" IN CONC. <br />NOTES: <br />ALL METALS EXPOSED TO <br />WEATHER OR EARTH SHALL BE <br />GALVANIZED TREATED AND <br />PROTECED AGAINST CORROSION. <br />MIN. CONCRETE STRENGTH <br />f'c= 2000psi. <br />OVERALL LENGTH OF STRAP TO <br />BE SPECIFIED BASED ON SITE <br />CONDITION, BY CONTRACTOR, <br />SIMPSON "MST" STRAP (OR <br />EQUAL) MAY BE USED IF LENGTH <br />1 <br />1 <br />/ <br />4 <br />" <br />3" <br /> <br />M <br />I <br />N <br />. <br />TO <br /> <br />B <br />O <br />T <br />. <br />OF <br /> <br />C <br />O <br />N <br />C <br />. <br />@ PLACES WHERE HTT5 HOLDOWN FIX CANNOT BE APPLIED <br />PROCEDURES (SEE TABLE). <br />(SEE TABLE). <br />IF OCCURS, W/ HIGH STRENGTH <br />STHD10 2 (23) NAILS <br />STHD14 3 (32) NAILS <br />STRAP # OF BOLTS # OF NAILS <br />IS ADEQUATE. <br />CONCRETE SCREW ANCHORS. <br />ICC-ESR# 2713 WITH 4 1/4" <br />EMBEDMENT. REFER TO ICC <br />AND MANUFACTURER SPECS. <br />FOR INSTALLATION <br />R <br /> HEAD OUT DETAIL <br />123 <br />4 <br />5 <br />6 <br />4 <br />1.TYPICAL FLOOR SHEATHING. <br />2.SINGLE I--JOIST HEAD OUT <br />"BEYOND". <br />3.SIMPSON "IUS" HANGER. <br />4.ADJACENT I-JOIST PER PLAN. <br />5.I-JOIST/230 or BCI 6500 BLOCK ALT. <br />SOLID LSL BLOCK @ HEAD <br />OUT. WEB FILLER REQ'D. @ <br />I-JOIST OPTION. <br />6.WEB FILLER @ EA. SIDE OF <br />I-JOIST @ EA. HANGER <br />LOCATION, PER <br />NOTE: <br />FOR SINGLE I-JOIST HEAD <br />OUT @ OUTER 1/3 SPANS ONLY. <br />MANUFACTURER'S <br />SPECIFICATIONS. <br />R <br />STEM WALL ADDITION ON <br />EXISTING SLAB <br />5 <br />6 <br />4 <br />3 <br />2 <br />1 <br />1. EXISTING SLAB & FOOTING. <br />2.EXISTING 5/8"Ø X12" A.B. <br />SPACED PER PLAN. <br />3. EXTEND EXISTING A.B. W/ <br />COUPLER NUT & 5/8"Φ RODS <br />TO ADD CONCRETE CURB. <br />4.MIN. 3 1/2" WIDE X MAX. 12" <br />TALL CURB TO BE ADDED. <br />(f'c=2500 psi) MIN. <br />5.USE (1) CONT. #3 BAR. <br />6.2X STUD WALL PER PLAN. <br />EM <br />B <br />T <br />. <br />R <br />NOTE: <br />IF NO EXISTING A.B., USE <br />5/8"Φ THREADED RODS, <br />EMBEDDED MIN. 7" INTO <br />EXISTING CONCRETE W/ <br />SIMPSON SET-3G EPOXY <br />SPACED PER PLAN. <br />MAX. @ 48" O.C. OR <br />MINIMUM (2). <br />FIX FOR WALL OVERHANGING <br />OFF FOUNDATION EDGE FOR <br />4 <br />1 <br />3 <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />6 <br />2 <br />5 <br />7 <br />EXISTING NON-SHEAR WALL <br />OVERHANGING COMPLETELY OR <br />EXISTING FOUNDATION WALL. <br />3/8" THICK ANGLE IRON TO <br />SUPPORT EDGE OF WALL. <br />HORIZONTAL LEG TO MATCH <br />1/2" Φ WELDED STUD BOLTS <br />1/2"Φ SIMPSON TITEN HD CONC. <br />SCREW ANCHORS @ 8" O.C. <br />W/ MIN. 6" FROM CONCRETE <br />1" MIN. <br />CONC FOUNDATION EDGE.8. <br />NOTES: <br />ALL METALS EXPOSED TO <br />WEATHER MUST BE PROTECTED <br />AGAINST CORROSION. <br />47 <br />1 <br />3 <br />5 <br />2 <br />6 <br />- <br />FOR ALTERNATIVE FIX FOR THE <br />FOLLOWING CONDITION: <br />CONTACT GOUVIS ENGINEERING <br />OVERHANG < 1 1/2" OR > 3 1/2". <br />PARTIALLY OFF FOUNDATION <br />EDGE , MIN 1 1/2" & MAX. 3 1/2". <br />OVERHANGING WALL (HORIZ. <br />MIN. 6". <br /> <br /> <br />ANGLE TO BE CONTINUOUS.- <br />4" <br />@ 16" O.C. <br />1 & 2 STORY COND. ONLY <br />LEG MIN. 2"); VERTICAL LEG <br />FOUNDATION EDGE. <br />- <br />(ICC-ESR-#2713) <br />2".7. <br />A <br />A <br />8 <br />TYP <br />6" <br />TO <br />8" <br />A <br />A <br />8 <br />SECTION A-A <br />R <br />124 <br />1 6 3 5 <br /> FIX FOR OVERSIZED HOLE <br />1.OVERSIZED HOLE OR HOLE <br />BOLT DIAMETER <br />ANCHOR BOLT W/ WASHER. <br />SILL PLATE <br />2. <br />3. <br />SIMPSON BPS 5/8 <br />EPOXY GROUT <br />STUD WALL PER PLAN <br />GREATER THAN 1/16" OVER <br />4. <br />5. <br />6. <br />FIX USING EPOXY GROUT FIX USING SIMP. BPS 5/8 <br />R <br />4 3 <br />2 <br />1 <br /> MISSING/MISPLACED COL. BASE <br />1.POST PER PLAN. <br />SIMPSON ABU COLUMN BASE <br />TO MATCH POST SIZE. <br />5/8" DIA. SIMPSON WEDGE ALL <br />2. <br />3. <br />NOTES: <br />- FOLLOW MFR. SPECIFICATIONS <br />FOR INSTALLATION OF ABU <br />- PAD FOOTING BELOW SHOULD <br />ANCHOR WITH 4 1/2" MIN. <br />AND ANCHORAGE SYSTEM <br />BE NO MORE THAN ± 8" OFFSET <br />FROM POST LOCATION <br />1 3/4" <br />MIN. <br />EDGE OF SLAB CONDITION <br />MIDDLE OF SLAB CONDITION <br />W/SIMP. SET EPOXY. <br />EMBEDDED 5" INTO CONC. <br />5/8" DIA. THREADED ROD 4. <br />EMBEDMENT INTO CONC @ <br />SPECIAL INSPECTION IS <br />MIDDLE OF SLAB CONDITION. <br />REQUIRED FOR BOTH <br />CONDITIONS. <br />5. <br />R <br /> FIELD FIX-MISPLACED NAILING <br />1.EXIST. 2X, 3X PER PLANS. <br />2.NEW 2X BOTH SIDES. <br />3.EDGE NAILS TO NEW 2X PER <br />S.W. SCHEDULE. <br />4.10d FACE NAILS @ 6" O.C. <br />STAGG. ALONG STUD FACE. <br />5.EDGE NAILS TO NEW 2X MEMBER <br />@ 2X REQUIRED SPACING (HALF <br />NUMBERS OF NAILS REQ'D.) PER <br />S.W. SCHEDULE. <br />6.1/4"Φ x 3 1/2" SDS SCREW FROM <br />NEW 2X TO EXIST. 3X @ 10" <br />O.C. FOR SINGLE SIDED S.W. & @ <br />5" O.C. FOR DOUBLE SIDED S.W. <br />STAGG. ALONG STUD FACE. <br />7.NOTCH NEW 2X BLOCKING <br />WHERE ANCHOR BOLT OCCURS. <br />8.2X BLOCKING. <br />9.10d @ 6" O.C. STAGG. TO (E) 2X SILL PL. <br />SCREWS TO (E) 3X MIN. SILL PLATE PER <br />SIDED S.W. & @ 5" O.C. FOR DOUBLE <br />SIDED S.W. STAGGERED FASTENERS <br />ALONG NEW 2X BLOCKING. <br />1/ <br />2 <br />" <br />MI <br />N <br />. <br />SILL PLATE NAILING <br />5 9 <br />7 <br />1 <br />1/8" <br />2X STUD @ <br />PANEL JOINT <br />1/2" MIN. <br />TYP. <br />1 <br />2 <br />3 <br />4 <br />1/8" <br />3X STUD @ <br />PANEL JOINT <br />1 <br />2 <br />5 <br />6 <br />1/2" MIN. <br />TYP. <br />8 <br />PER S.W. SCHED. USE 1/4"Øx3 1/2" SDS <br />S.W. SCHED. @ 10" O.C. FOR SINGLE <br />R <br />2 <br />1 <br />NOTE: <br />1.2X BLOCKING <br />SIMP. CS16X48" LONG W/8d <br />NAILS @ ALL HOLES <br />2. <br /> FIELD FIX FOR OPENING IN S.W. <br />- <br />- <br />- <br />- <br />- <br />3. <br />4 <br />4.NO CUT OR HOLES IN SHT'G <br />WITHIN 16" OF CORNERS. <br />1' <br />- <br />4 <br />" <br />1'-4" <br />5.OPENINGS OF MAX. 4 1/2"x4 1/2" <br />DO NOT NEED BLK'G/STRAP. <br />DO NOT CUT MORE THAN ONE <br />OPENING IN ONE HORIZONTAL <br />LINE (AT ONE ELEVATION) <br />AND OFFSET OPENINGS BY <br />MIN. 4" VERT. <br />4" <br />5 <br />SEE DETAIL 1/SN2 FOR OPENINGS <br />SMALLER THAN 4 1/2" x 4 1/2" <br />R <br />AVOID OPENING IN SHEAR WALLS W/ <br />LENGTH LESS THAN 4'-0". <br />MAX. WIDTH OF OPENING TO BE <br />ONE STUD BAY OR 14 1/2". <br />DO NOT OVER-CUT ANY FRAMING <br />MEMBER. <br />E.N. TO BLK'G. TO MATCH SHEAR <br />WALL E.N. UNLESS STRAP IS <br />PLACED ON TOP OF PLYWOOD. <br />EDGE NAIL F.HT. ALONG STUD ON <br />EACH SIDE OF OPENING. <br />3 <br />3 <br />MAX. 12" TALL X 14" WIDE <br />OPENING <br />OPENING WIDTH /HEIGHT MUST BE <br />NO GREATER THAN 15% SHEAR <br />WALL LENGTH/ HEIGHT <br />-DISTANCE FROM SHEAR WALL <br />EDGE TO THE NEAREST OPENING <br />EDGE IS A MINIMUM OF THREE <br />TIMES THE LARGER OPENING <br />DIMENSION <br />-THE MAXIMUM ACCUMULATED <br />LENGTH OF OPENING SHALL NOT <br />EXCEED 20% SHEAR WALL LENGTH <br />1' <br />- <br />0 <br />" <br />2'-0" <br />1' <br />- <br />0 <br />" <br /> CONCRETE SPALLING <br />#4 DOWELS EMBEDED <br />4 1/2" INTO EXISTING <br />CONCRETE @ 6" O.C. (MIN. 2). <br />REPLACE CONCRETE <br />SPALLING WITH HIGH <br />STRENGTH CONCRETE <br />MIX, OR EPOXY <br />(f'c=2500 PSI MIN.). <br />1. <br />2. <br />2 <br />1 <br />R <br /> MISSING OR MISPLACED A.B. <br />1 <br />2 1/4", 2X4 WALL <br />3 1/2", 2X6 WALL <br />PERIODIC SPECIAL INSPECTION IS <br />2.DOWEL PER NOTE S OF 1/SD1. <br />2 <br />NOTES: <br />3 <br />3 3.PLATE WASHER PER FOUNDATION <br />NOTES ON SN1 SHEETS. <br />EQ. <br />ANCHORS AND MIN. DISTANCE <br />FROM EXIST. A.B. TO BE 4". <br />1 <br />1. <br />PER TABLE. SPACING BETWEEN <br />POST-INSTALLED ANCHOR <br />REQUIRED FOR ANCHOR INSTALLATION. <br />EQ. <br />IF MIN. SPACING AND EDGE <br />DISTANCE CAN NOT BE MET, <br />CONTACT GOUVIS ENGINEERING <br />- <br />- <br />FOR SPECIFIC FIX. <br />LOCATE ANCHORS @ 10" MIN. FROM <br />CONC EDGE PERPENDICULAR TO WALL. <br />- <br />REPLACEMENT ANCHORS FOR EACH MISSING ANCHOR BOLT <br />SIMPSON TITEN HD <br />SCREW ANCHORS <br />1-POUR OR 2-POUR W/ DOWEL <br />(ICC ESR#2713)WALL TYPE <br />2X4 SILL/3X4 SILL <br />2X6 SILL/3X6 SILL <br />2X & 3X SILL <br />EXT. <br />INT. <br />SIMPSON SET-3G-EPOXY ADHESIVE <br />WITH F1554 - GRADE 36 ANCHORS <br />1-POUR OR 2-POUR W/ DOWEL <br />(ICC ESR#4057) <br />(1) 5/8"Ø x 8" <br />EMBED. <br />FOR NON-SHEAR WALL, INSTALL (1) <br />1/2"Øx4" EMBEDMENT TITEN HD ANCHOR <br />- <br />FOR EACH MISSING OR MISPLACED A.B. <br />(1) 5/8"Ø THREAD ROD, min. 7" <br />MINIMUM AGE OF CONCRETE FOR <br />EPOXY FIX IS 14 DAYS. <br />- <br />R <br />EMBEDMENT INTO CONCRETE <br /> FIX FOR MISSING HOLDOWN <br />NEW HOLDOWN, PER TABLE.2. <br />MULTI-STUD OR POST PER PLAN1. <br />NOTES: <br />USE SIMPSON SET-3G EPOXY ADHESIVE <br />ANCHORS, ICC-ESR-#4057 <br />REFER TO ICC & MANUFACTURER'S SPECS <br />FOR INSTALLATION PROCEDURES. <br />CONTINUOUS SPECIAL INSPECTION & <br />JOB-SITE QUALITY ASSURANCE ARE <br />REQUIRED PER SECTION <br />CONCTRACTOR SHALL SPECIFY <br />OVERALL LENGTH OF ANCHOR. <br />FOR OTHER HOLDOWNS NOT <br />LISTED IN TABLE &/OR OTHER <br />COND. NOT INCLUDED HERE, <br />CONTACT GOUVIS ENGINEERING <br />FOR SPECIFIC FIX. <br /> - <br /> - <br /> - <br /> - <br />MISSING <br />HOLDOWN <br />REPLACE <br />WITH <br />EXT./INT. FTG. <br />HDU2, PA28 <br />HPA28, HTT5, HPA35 <br />STHD10, STHD14 <br />HDU2 <br />5/8" TO <br />4.5 OF ICC-ESR#4057. <br />ADD 1 1/2"SQ. X 3/16" CUT PLATE3. <br />WASHER BETWEEN NUT & HOLDOWN <br />FOR 1/2"Ø ADHESIVE ANCHORS ONLY. <br />THREADED ROD (THRU BOLT) W/ HEAVY 4. <br />ALT. INT. FTG. W/ <br />SIMPSON EPOXY <br />F1554-GR 36 <br />ROD Ø <br />3"x3"x3/8" <br />A36 PLATE <br />WASHER <br />1/2" <br />ROD Ø <br />he <br />f <br />3 <br />PLAN VIEW A-A <br />CWHERE <br />OCCURS <br />AA <br />NOTCH CONC. ALONG FTG. LENGTH6. <br />TO 6" MAX. EA. SIDE OF HOLDOWN/ <br />ROD. DO NOT CUT FTG. HORIZ. <br />hef <br />10" <br />SIZE. ALT. TO TACK WELDING <br />8" <br />HEX NUT TACK WELDED TO PLATE <br />REINF. SOLID GROUT, WITHOUT ANY <br />PROVIDE MIN. 3" CONC./NON-SHRINK <br />FOR CUTTING THE SLAB & TIE <br />SLAB BACK SEE DETAIL 7 <br />le <br />15"12"5/8" <br />HTT5 <br />3 1/2"x3 1/2"x3/8"16"1" <br />HDU11 <br />HDU14 4"x4"x3/8" <br />HDU11 <br />HDU14 <br />le <br />1 <br />4 6 <br />2 <br />le <br />6"6" <br />MIN.MIN. <br />6 <br />4 <br />EDGE <br />CONC. <br />FTG. BOTT. <br />THROUGH <br />BOLT <br />4 <br />7 <br />5 <br />VOID, WITH HIGH STRENGTH NON-SHRINK <br />19" <br />HDQ8HDQ8 <br />7/8"3 1/4"x3 1/4"x3/8" <br />2"x2"x1/4" <br /> - <br />2 1/2" THK. MIN. DRY PACKED 5. <br />NON-SHRINK GROUT ALL AROUND. <br />7. <br />GROUT COVER ALL AROUND FOR <br />ALL METAL PARTS. <br />5 <br />5 <br />WASHER. SEE SCHEDULE FOR PLATE <br />APPLY DOUBLE HEX NUTS TO <br />SECURE PLATE WASHER. <br />GROUT W/ f'c=5000 psi MIN. CONT. <br />SPECIAL INSPECTION IS REQUIRED. <br />13" <br />12" <br />HTT4 <br />2 1/2"x2 1/2"x1/4" <br />SURFACE IN CONTACT WITH GROUT <br />SHALL BE CLEANED, FREE OF <br />GREASE AND LAITANCE. <br />SEE GENERAL NOTES <br />UNDER "REINFORCED <br />CONCRETE" FOR <br />ADD'L. REQUIREMENTS <br />3" <br />CL <br />R <br />TY <br />P <br />. <br />C <br />(MIN.) <br />8 <br />HDU8HDU8 <br />HDU4HDU4 <br />HTT4 3/4" TO FTG. <br />HOLDDOWN <br />SEE DET. B <br />THREADED ROD IN SIMPSON EPOXY <br />TO FOOTING PER TABLE. <br />SIMPSON ATS-C65 COUPLER OR <br />8. <br />9. <br />RAISE HOLDOWN BOTTOM FROM SILL <br />PLATE. <br />10. <br />5" <br />± <br />10 <br />9 <br />8 <br />DETAIL B <br />2 <br />6" MIN. FOR 1/2"Ø ROD.11. <br />7" MIN. FOR 3/4"Ø ROD. <br />11 <br />18 3/4" MIN. FOR 3/4"Ø ROD.12. <br />12 <br />MINIMUM AGE OF CONCRETE FOR <br />EPOXY FIX IS 21 DAYS. <br /> - <br />R <br />APPROVED EQUAL. <br />F1554-GR 36 <br /> FIX FOR MISSING 3x SILL PLATE <br />1. <br />NEW 3x SILL BLOCKINGS <br />"TIGHT FIT" @ EACH BAY FOR <br />THE LENGTH OF SHEAR WALL. <br />2.EXISTING FOUNDATION. <br />3.EXISTING A.B.'s PER PLAN. <br />4.SHEAR PANEL PER PLAN. <br />5. <br />(4) 10d NAILS @ 3" O.C. MAX. STAGGERED <br />ON NEW 3x MUDSILL BLOCKINGS. <br />6. <br />EXIST. 2x MUDSILL USED IN LIEU OF 3X.7.(E) SHEAR WALL EDGE NAILS PER <br />1 <br />4 6 <br />3 <br />SHEAR WALL SCHEDULE. <br />ADD 1/2"Ø SIMPSON TITEN HD <br />SCREW ANCHORS FOR EVERY <br />(2) ANCHOR BOLTS. PERIODIC <br />SPECIAL INSPECTION IS REQUIRED <br />PER ICC ESR 2713. <br />(4) 1/4"Ø x 3 1/2" SDS SCREWS <br />STAGGERED ON NEW 3x SILL <br />BLOCKING TO EXIST. 2x SILL PLATE. <br />8. <br />9. <br />2 <br />4"MIN. <br />TYP. <br />8 <br />9 <br />5 <br />4" <br />EM <br />B <br />E <br />D <br />TY <br />P <br />6 <br />7 <br />R