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9" <br /> <br />M <br />A <br />X <br />. <br />6" <br /> <br />M <br />I <br />N <br />. <br />9" <br /> <br />M <br />A <br />X <br />. <br />6" <br /> <br />M <br />I <br />N <br />. <br />9" MAX. <br />6" MIN. <br />9" MAX. <br />6" MIN. <br />9" MAX. <br />6" MIN. <br />D <br />9" MAX. <br />6" MIN <br />D/ <br />3 <br /> <br />M <br />A <br />X <br />. <br />A <br />A <br />4'-0" MIN. LAP <br />NOTE: <br />APPLIES TO FULL LENGTH OF WALL U.O.N. AND ALL THE WAY ACROSS BLDG ALONG LINE OF WALL AND OVER OPENINGS SUCH AS <br />DOORS AND WINDOWS. <br />16-16d NAILS STAGGERED <br />13 HOLES & NOTCHES IN STUDS <br />SCALE: N.T.S. <br />4 TYPICAL HORIZONTAL DIAPHRAGMS <br />SCALE: N.T.S. <br />EDGE NAILING (E.N.) <br />BOUNDARY NAILING (B.N.) AT <br />PERIMETER, SAME AS EDGE <br />NAILING, U.O.N. <br />4'-0"x8'-0" SHEATHING WITH FACE GRAIN <br />PERPENDICULAR TO JOISTS, PLACE IN A STAGGERED <br />JOINT PATTERN, TYP. U.O.N. <br />FLOOR OR ROOF JOISTS BELOW <br />EDGE OF SHEET, TYP <br />FIELD NAILING (F.N.) <br />3x4 (FLAT) EDGE BLKG. <br />WHERE REQUIRED SEE PLAN <br />8 HOLES & NOTCHES IN SILL PLATES <br />SCALE: N.T.S. <br />14 SILL PLATE BOLTING <br />SCALE: N.T.S. <br />DRILL 1 2"Ø HOLES AT EACH <br />CORNER BEFORE NOTCHING <br />PIPE OR CONDUIT SILL PLATE <br />ADD'L A.B. EACH SIDE WHEN CONDUIT IS <br />MORE THAN D/3 <br />SIMPSON (ST2215) MIN. OR AS NOTED ON <br />FRAMING PLANS <br />NOTCH <br />SILL PLATE <br />SPLICE <br />ANCHOR BOLT SIZE & SPACING <br />PER PLANS & DETAILS <br />WHERE SILL PLATE IS DRILLED OR NOTCHED MORE <br />THAN 1 3 PLATE WIDTH, INSTALL ANCHOR BOLT EACH <br />SIDE <br />1 TOP PLATE SPLICE <br />SCALE: N.T.S. <br />9 <br />HOLES & NOTCHES IN <br />SAWN LUMBER JOISTS <br />SCALE: N.T.S. <br />STUDS PLATE JOINTS TO <br />BE ALIGNED OVER <br />STUDS (TYP.) <br />2-2X TOP PLATES <br />NOTCHES: <br />MAX. DEPTH <br />25% OF WIDTH <br />NOTE: <br />PORTION OF STUD REMAINING AT NOTCHES OR HOLES SHALL BE SOUND WOOD WITHOUT EXCESSIVE STRENGTH-REDUCING PROPERTIES <br />SUCH AS KNOTS, BREAKS, SPLITS, EXCESSIVE SLOPE OF GRAIN, ETC. <br />INTERIOR <br />NON-BEARING WALLS <br />EXTERIOR WALLS <br />AND BEARING WALLS <br />SP <br />A <br />C <br />E <br /> <br />H <br />O <br />L <br />E <br />S <br />ST <br />U <br />D <br /> <br />W <br />I <br />D <br />T <br />H <br /> <br />M <br />I <br />N <br />. <br />5 8" MIN. <br />EDGE <br />DISTANCE <br />5 8" MIN. <br />EDGE <br />DISTANCE <br />5 8" MIN. <br />EDGE <br />DISTANCE <br />SP <br />A <br />C <br />E <br /> <br />H <br />O <br />L <br />E <br />S <br />/ <br />N <br />O <br />T <br />C <br />H <br />E <br />S <br />ST <br />U <br />D <br /> <br />W <br />I <br />D <br />T <br />H <br /> <br />M <br />I <br />N <br />. <br />5 8" MIN. <br />EDGE <br />DISTANCE <br />BORED HOLES: <br />MAX. DIAMETER <br />60% OF WIDTH <br />WIDTH WIDTH <br />BORED HOLES: <br />MAX. DIAMETER <br />40% OF WIDTH <br />12 HOLES & NOTCHES IN LSL/LVL/PSL <br />SCALE: 1"=1'-0" <br />"D <br />" <br />DE <br />P <br />T <br />H <br />NO HOLES WITHIN END <br />1 3 OF CLEAR SPAN <br />NOTE: <br />1.ROUND HOLES ONLY. <br />2.NOTCHES NOT PERMITTED IN THE TOP OR BOTTOM EDGE. <br />3.HOLES AND NOTCHES NOT PERMITTED IN CANTILEVERS. <br />4.HOLES AND NOTCHES NOT PERMITTED WHERE DEPTH IS 5" OR LESS. <br />5.ALLOWABLE HOLE ZONE SHOWN IS SUITABLE FOR BEAMS WITH UNIFORM LOADS ONLY, CONTACT THE STRUCTURAL <br />ENGINEER FOR BEAMS SUPPORTING POSTS AND BEAMS. <br />MIDDLE 1 3 OF CLEAR SPAN <br />D/ <br />3 <br />D/ <br />3 <br />D/ <br />3 <br />ALLOWABLE HOLE <br />ZONE <br />MAX. HOLE DIAMETER: <br />13 4"Ø AT D < 71 2" <br />2"Ø AT D = 71 2" OR GREATER <br />MIN. HOLE <br />CLEARANCE <br />TWICE THE LARGEST HOLE <br />DIAMETER <br />"D <br />" <br />DE <br />P <br />T <br />H <br />NOTCHES WITHIN END <br />1 3 OF CLEAR SPAN <br />NOTE: <br />1.HOLES AND NOTCHES NOT PERMITTED IN THE BOTTOM EDGE. <br />2.HOLES AND NOTCHES NOT PERMITTED WHERE DEPTH IS 5" OR LESS. <br />3.APPLY PRESERVATIVE TO HOLES IN PRESSURE TREATED WOOD. <br />D <br />MIN. HOLE <br />SPACING <br />MAX. HOLE DIAMETER: <br />D/3 AT 2x JOISTS <br />D/4 (21 2" MAX.) AT 4x OR GREATER JOISTS <br />45° <br />D/ <br />4 <br />MA <br />X <br />. <br />D/ <br />6 <br />MA <br />X <br />. <br />NO NOTCHES WITHIN MIDDLE 1 3 OF <br />CLEAR SPAN <br />D <br />MIN. HOLE <br />SPACING <br />D/ <br />3 <br />D/ <br />3 <br />D/ <br />3 <br />2" <br /> <br />M <br />I <br />N <br />. <br />2" <br /> <br />M <br />I <br />N <br />. <br />ALLOWABLE HOLE <br />ZONE <br />3 8" <br />1 2" <br />3 8"3 8" <br />1 2" <br />3 8" <br />NA <br />I <br />L <br />SP <br />A <br />C <br />I <br />N <br />G <br /> <br />P <br />E <br />R <br />SH <br />E <br />A <br />R <br /> <br />W <br />A <br />L <br />L <br />SC <br />H <br />E <br />D <br />EDGE NAILING <br />PANEL JOINT SPACING 1 8" MIN. <br />NOTE: <br />USE 3x STUD & BLKG AT ALL PANEL EDGES AND STAGGER EDGE NAILING WHEN EDGE NAILING IS SPACED AT 2"o.c. OR LESS <br />21 2" MIN. <br />STUD OR BLKG <br />10 STAGGERED PANEL EDGE NAILING <br />SCALE: 1"=1'-0" <br />NOTES: <br />CONNECTIONS, <br />HEADER AND SILL <br />PLATE SIZES ON THIS <br />DETAIL APPLY TO ALL <br />OPENINGS UNLESS <br />NOTED OTHERWISE. <br />11 TYPICAL OPENING IN STUD WALL <br />SCALE: N.T.S. <br />MAX. WIDTH <br />OF OPENING <br />MIN. HEADER SIZE MIN. WINDOW SILL PLATE SIZE <br />2x4 STUD WALL 2x6 STUD WALL 2x4 STUD WALL 2x6 STUD WALL <br />3'-6"4x6 6x6 2x4 2x6 <br />6'-0"4x8 6x6 2-2x4 2-2x6 <br />8'-0"4x10 6x8 3-2x4 2-2x6 <br />OVER 8'PER PLAN PER PLAN PER PLAN PER PLAN <br />S.A.D. FOR OPENING <br />SIZE <br />"WIDTH" OF OPENING <br />WINDOW SILL PLATE, PER SCHEDULE w/ <br />"A34" CLIP EACH END AT 2x4 WALL AND "A35" <br />CLIP EACH END AT 2x6 WALL <br />CRIPPLE STUD TYP. DOUBLE CRIPPLE AT <br />WIDTH>4'-0" AT EXTERIOR WALL AND AT <br />WIDTH>6'-0" AT INTERIOR WALL <br />HEADER ABOVE OPENING PER SCHEDULE w/ "A34" <br />CLIP EACH SIDE AT 2x4 WALL AND "A35" CLIP EACH <br />SIDE AT 2x6 WALL, UNLESS OTHERWISE NOTED ON <br />PLAN. <br />DOUBLE TOP PLATE <br />(3) 20d NAILS AT EACH END AT EXTERIOR WALL <br />AND (2) 16d NAILS AT INTERIOR WALL <br />SILL OR SOLE PLATE <br />FRAMING AT <br />WINDOW <br />STUD TYP. <br />PAIR OF SIMPSON "A34" CLIPS TOP AND <br />BOTTOM TYP. AT EXTERIOR WALL <br />KING STUD TYP. DOUBLE KING <br />AT WIDTH>6'-0" AT EXTERIOR WALL AND AT <br />WIDTH>8'-0" AT INTERIOR WALL10 <br />' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <br />7 <br />TYPICAL JOIST & BEAM <br />HANGER SCHEDULE <br />SCALE: N.T.S. <br />NOTE: <br />1.USE JOIST AND BEAM HANGERS PER SCHEDULE, U.O.N. ON PLANS OR DETAILS <br />2.FOR BUILT-UP MEMBERS, USE HANGERS PER BEAM OF EQUIVALENT WIDTH <br />3.USE FACE MOUNTED HANGER WHENEVER POSSIBLE, SUBSTITUTE WITH TOP FLANGE HANGER AS NECESSARY AT CONTRACTOR'S <br />OPTION, U.O.N. <br />4.USE CONCEALED FLANGE HANGERS ONLY WHERE INDICATED ON PLANS <br />5.HANGERS PRODUCED BY SIMPSON STRONG-TIE, U.O.N., OR EQUIVALENT APPROVED BY STRUCTURAL ENGINEER OF RECORD. <br />6.FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS <br />7.PROVIDE MAXIMUM FASTENERS LISTED BY MANUFACTURER <br />8.CONTACT STRUCTURAL ENGINEER OF RECORD FOR BEAM SIZES NOT SHOWN <br />JOIST AND BEAM HANGER SCHEDULE <br />JOIST / BEAM FACE MOUNT HANGER TOP FLANGE HANGER CONCEALED FLANGE <br />HANGER <br />2x12 HU212 HU212TF LUC210Z <br />(2) 2x12 LUS210-2 -- <br />3x6 HU36 HU36TF HUC36 <br />4x6 HU46 HU46TF HUC46 <br />4x8 HU48 HUS48TF HUC48 <br />4x10 HUS410 HUS410TF HUCQ410-SDS <br />4x12 HU412 HUS412TF HUCQ412-SDS <br />31 2"x91 2" LSL/PSL HHUS410 BA3.56/9.5 HUCQ410-SDS <br />31 2"x117 8" LSL/PSL HHUS410 BA3.56/11.88 HUCQ412-SDS <br />6x10 OR 51 4"x91 2" PSL HGUS5.50/10 GLTV5.59 HUCQ610-SDS <br />6x12 OR 51 4"x117 8" PSL HGUS5.50/12 GLTV5.511 HUCQ612-SDS <br />7"x91 2" PSL HHUS7.25/10 GLTV49.5-2 HUC410-2 <br />7"x117 8" PSL HHUS7.25/10 GLTV411.88-2 HUC412-2 <br />2' <br />- <br />0 <br />" <br /> <br />M <br />I <br />N <br />. <br />NOTES: <br />1.ALL NAILS SHALL HAVE A MINIMUM EDGE DISTANCE OF 3 8" FOR STUD AND SHEARWAL SHEATHING. <br />2.PROVIDE STUD OR BLOCKING AT ALL JOINTS UNLESS NOTED OTHERWISE. SEE SHEARWALL SCHEDULE FOR ADDITIONAL REQUIREMENTS. <br />3.PROVIDE EDGE NAILING AT ALL POSTS, ENDS OF WALLS AND EDGES OF ALL OPENINGS FULL HEIGHT. <br />4.LONG LENGTH OF ALL SHEATHING PANELS SHALL RUN PARALLEL TO STUDS, UNLESS OTHERWISE APPROVED BY THE ENGINEER. <br />5.SEE SHEARWALL SCHEDULE FOR NAILING REQUIREMENTS AT PANEL EDGES. <br />6.VERTICAL JOINTS OF SHEATHING PANELS SHALL BE STAGGERED. <br />7.NO OPENINGS IN SHEAR WALL PANELS ARE ALLOWED UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL PLANS. <br />8.NOTIFY ENGINEER OF RECORD IF B/D MORE THAN 2. <br />6 TYPICAL SHEARWALL FRAMING <br />SCALE: 1/2"=1'-0" <br />EXTEND SHEARWALL SHEATHING <br />PER SECTIONS & DETAILS. STAGGER <br />ALL JOINTS <br />PROVIDE BLOCKING AT UNSUPPORTED <br />EDGES PER SHEARWALL SCHEDULE <br />SILL PLATE WITH ANCHOR BOLT PER <br />SHEAR WALL SCHEDULE <br />EDGE NAILING (E.N.) <br />FEILD NAILING (F.N.) <br />12"x12" MAX. OPENING (PROVIDE <br />BLOCKING AT ALL EDGES AND E.N. ALL <br />AROUND) BLOCKING MEMBER TO MATCH <br />STUD SIZE TYPICAL (SEE DETAIL "C" FOR <br />OPENING 6"x6" & SMALLER) <br />EDGE NAILING (E.N.) <br />ALONG ALL SIDE OF <br />OPENING <br />E.N. AT SILL PLATE <br />TYPICAL <br />SHEARWALL LENGTH <br />EDGE NAILING (E.N.) TO <br />DOUBLE TOP PLATE <br />HEADER PER PLAN OR HEADER <br />SCHEDULE, TYP. <br />SH <br />E <br />A <br />R <br />W <br />A <br />L <br />L <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br />, <br /> <br />" <br />H <br />" <br />"A <br />" <br />"B <br />" <br />B: TYPICAL SHEARWALLA: TYPICAL PERFORATED SHEARWALL <br />SHEARWALL LENGTH <br />D" SHORT SIDE <br />24" MIN.OPENING <br />"D" LONG SIDE <br />24" MIN. <br />EDGE OF SHEARWALL <br />SHEATHING AT EXTERIOR <br />CONDITION <br />"CS16" STRAP (LENGTH =WIDTH OF <br />OPENING+24" EACH SIDE) ON 3x <br />BLOCKING TOP AND BOTTOM OF <br />OPENING CENTER ON OPENING, U.O.N. <br />PROVIDE DOUBLE KING <br />STUDS EACH SIDE & E.N. <br />FULL HEIGHT <br />1'-4" <br />MIN. <br />HOLDOWN PER <br />PLAN TYPICAL <br />CRIPPLE STUD PER <br />TYPICAL DETAIL <br />HOLDOWN POST <br />PER PLAN OR <br />SCHEDULE, TYP. <br />24" MIN.24" MIN. <br />1' <br />- <br />0 <br />" <br />1' <br />- <br />0 <br />" <br />E. <br />N <br />. <br /> <br />A <br />T <br /> <br />S <br />T <br />U <br />D <br /> <br />E <br />A <br />C <br />H <br />SI <br />D <br />E <br /> <br />O <br />F <br /> <br />O <br />P <br />E <br />N <br />I <br />N <br />G <br />6"x6" OPENING OR LESS IN <br />SHEAR WALL SHEATHING <br />C: DETAIL <br />STUDS EACH SIDE <br /> A <br />D <br />U <br />25 <br />1 <br />7 <br /> <br />C <br />O <br />T <br />T <br />E <br />R <br /> <br />S <br />T <br />. <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 />6 <br />SHEET NUMBER <br />DESIGNED PLANS, DOCUMENTS, AND SPECIFICATIONS REPRESENTED <br />WITHIN THESE DRAWINGS ARE PROPERTIES OF TA STRUCTURAL AND <br />WERE DEVELOPED FOR USE IN CONNECTION WITH EACH INDIVIDUAL <br />PROJECT. NONE OF THESE PLANS AND IDEAS SHALL BE USED, <br />DUPLICATED, DISCLOSED, IN PART OR IN WHOLE, WITHOUT WRITTEN <br />CONSENT OF TA STRUCTURAL. <br />PR <br />O <br />J <br />E <br />C <br />T <br />: <br />SHEET TITLE <br />DATEPROJECT STATUS <br />ENGINEER OF RECORD <br />JULY 2024PERMIT SUBMITTAL <br />L <br />RO <br />Exp. 06-30-26 <br />S <br />IVISTTACEOF IFAL <br />IG <br />RE <br />C L <br />No. 91229 <br />REET <br />D SPRFOE AOINS <br />IG <br />NAI <br />ER <br />EN <br />ENNARTENAUD <br />OCTOBER 2024PLAN CHECK <br />S400 <br />DETAILS <br />2515 & 2517 N <br />Cotter St5/1/2025