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LU <br />J <br />LU <br />J <br />a <br />W <br />w <br />Z <br />J <br />LU <br />J <br />COa <br />H <br />a <br />CD <br />r <br />Cl)77 <br />00 <br />O <br />CV <br />5 <br />0- <br />'A' 12" MIN. 12" MIN. U <br />E. <br />D <br />[o � U <br />1 1/4" x 16 GA. STRAP <br />NOTE: 1. STRAP NOT REQUIRED FOR SILL PLATE. <br />2. PREDRILL CORNERS OF NOTCHES. <br />3. HOLES SHALL BE DRILLED. <br />4. WHERE NOTCH IS GREATER THAN NOTED, PROVIDE ANCH. <br />BOLT EA. SIDE OF NOTCH. <br />SIZE OF <br />PLATE <br />WIDTH OF <br />NOTCHING <br />'A' <br />DEPTH OF <br />NOTCHING <br />'B' <br />EDGE DIST. <br />FOR HOLE <br />'C' <br />MAX. SIZE <br />OF HOLE <br />NO. OF 16d <br />COMMON NAILS <br />FOR STRAP <br />2x4 <br />3 1/2" <br />1 1/2" <br />1 1/2" <br />1 1/4"0 <br />6 <br />2x6 <br />5 1/2" <br />2" <br />2" <br />2"0 <br />8 <br />2x8 <br />51/2" <br />2" <br />2" <br />3"0 <br />11 <br />❑NO. OF 16d COMMON NAILS <br />EA. SIDE OF NOTCH TO EA. PLATE <br />BORING/NOTCHING DETAIL <br />DBL. TOP / SILL PLATES) <br />O SCALE <br />D/6 MAX. 2" MIN. <br />0 <br />O O <br />a <br />w <br />0 <br />2" MIN. <br />NOTCHES ARE x x <br />NOT PERMITTED < <br />0 0 <br />1/3 SPAN 1/3 SPAN 1/3 SPAN <br />JOIST SPAN BTWN. CTR. OF BEARING WALLS <br />BEAM, JOIST & RAFTER <br />7" 7" 8" 7" <br />MIN. MAX. MIN. <br />O O O a <br />0 <br />LEDGER <br />NOTES <br />1. CUT & NOTCHES IN BEAM - NOT PERMITTED. <br />2. HOLES SHALL BE DRILLED (MAX. HOLE SIZE - D/3). <br />3. CUTS, NOTCHES & HOLES IN ENGINEERED WOOD PRODUCTS <br />ARE PERMITTED ONLY BY THE MANUFACTURER'S SPEC. <br />BORING/NOTCHING DETAIL 11 <br />(SAWN: BEAM/JOIST/LEDGER) <br />NO SCALE <br />WIDTH, D <br />40❑ D MAX. <br />60❑ <br />5/8" MIN. <br />FCH IN STUE <br />RED HOLE <br />WIDTH, D <br />I D MAX. <br />40❑ D <br />MIN. <br />EXTERIOR / BEARING <br />NOTCH / BORE <br />❑ OF STUD <br />2x4 STUD <br />2x6 STUD <br />25❑ <br />7/8" <br />13/8" <br />40 ❑ <br />13/8" <br />21/8" <br />6011 <br />2" <br />31/4" <br />NOTE: BORING AND NOTCHING SHALL NOT <br />OCCUR IN SAME STUDS. <br />BORING/NOTCHING DETAIL <br />WALL FRAMING[] <br />NO SCALE <br />SEE FRAM/NG <br />PLAN FOR <br />SHEAR # <br />2X TRIMMER <br />OR PER S. W. <br />SCHED. <br />3X SILL <br />PLA TE <br />E. <br />16d C 6" O.C. (TYP.) <br />1 C 6" O.C. (TYP.) <br />CONT. PLYWD. r - <br />SHEAR WALL <br />1 6" O.C. (TYP.) <br />n <br />nf-%nKIr77n ❑ <br />PLYWD. <br />❑ PLAN VIEW <br />TYPICAL SHEAR WALLS AT <br />INTERSECTION & CORNER 6 <br />NO SCALE <br />1 ❑ 12" O.C. <br />STAGG. (TYP.) <br />INTERSECTION <br />TYPICAL WALLS AT <br />INTERSECTION <br />NO SCALE <br />3x4 BLKG. <br />(IF REQ'D) <br />II II II II <br />P <br />JL__JL- JL JL--JL-II I II <br />II II U II u II <br />II II II II II II <br />it H �tK H H <br />II II II II II II <br />-I III III <br />1 li II II <br />II II II II II II <br />II II II II II II <br />�/ n II II II <br />II II II II I I <br />I�W W11 11 X u <br />� II II II II II <br />II IIS II II <br />n n n it n n <br />II II II II II <br />II II II II II II <br />11 II II II <br />t H H H H H <br />II II II II <br />it U U U U <br />II II II II <br />f H H H H H <br />II II II II <br />------- -===1L== -_ <br />CORNER <br />INTERMEDIATE NAILING <br />10" O.C. ❑ FLR. <br />12" O.C. ❑ ROOF <br />SAME SIZE AS E.N. <br />E.N. <br />NOTES <br />1. SEE PLANS FOR PLYWD. <br />THICKNESS & NAILING. <br />2. 2'-0" x 4'-0" MIN. SIZE <br />OF PLYWD. SHT. <br />3. LONG DIMENSION (FACE <br />GRAIN) PLYWD. SHALL RUN <br />ACROSS JOIST OR RAFTERS <br />4. NAILING SHALL HAVE MIN. <br />3/8" EDGE DISTANCE <br />5. CONTINUOUS PANEL EDGES <br />SHALL RECEIVE B.N. <br />6. IF BLOCKED EDGE IS REQ'D, <br />BLOCKINGS SHALL BE 3x4 <br />MIN.(U.N.O.) <br />B.N. <br />12 PLYWOOD SHEATING LAYOUT <br />NO SCALE <br />H/)R RM PFR P/ AN MR <br />8 <br />2-2X TOP PLA TES <br />3X <br />BLOCK/NG <br />1114"X16GA <br />FULL LENGTH <br />STRAP W1 10d <br />NAILS OR 'CS' <br />@ 3"O. C. PLACED <br />OVER PL YWOOD <br />SHEA THING <br />4X <br />PST <br />BLOCK/NG <br />VERT/CAL <br />HOLDOWN SEE <br />DETAIL <br />BEND DIAMETER SCHEDULE <br />0 = BAR DIAMETER <br />D = FINISHED INSIDE BEND DIA. o�q <br />D = 60 FOR #3 THRU. #8 <br />D = 80 FOR #9 THRU #11 <br />D= 100 FOR #14 & #18 d BEAM STIRRUPS <br />N. O K <br />0 OR 2 1/2" MIN. <br />Q Q Q l Q <br />1 <br />o <br />_14 <br />�40 OR <br />2 1/2" <br />MIN. SUPPLEMENTARY CROSSTIES <br />300 IN CONIC. ALTERNATE 90° & 135° ENDS <br />ON CONSECUTIVE CROSSITIES <br />480 IN CMU <br />11:1o14 <br />ff; <br />SPLICE <br />O <br />9 THRU C11 BARS WELDED <br />FOR CLASS 'B' SPLICE <br />BEAM & COLUMN TIES <br />SPLICES FOR SUCCESSIVE TIES TO <br />BE PLACED - ALTERNATE CORNERS <br />REINFORCING BARS <br />(BENDS AND LAPS) 3 <br />NO SCALE <br />(1) ❑5 <br />MIN. <br />240 IN CONC. <br />360 IN CMU <br />E15MI <br />° MIN. <br />It <br />ONE LAYER OF REINFORCING <br />240 IN CONIC. 240 IN CONC. <br />360 IN CMU 360 IN CMU <br />d <br />° <br />° d d <br />° d <br />° d <br />° 4 <br />d <br />4 °d ° <br />t7or <br />(2) ❑5 ° (2) C5 d <br />MIN. MIN. <br />TWO LAYERS OF REINFORCING <br />REINFORCING BARS AT rA <br />FOOTING AND WALL CORNERS <br />NO SCALE <br />1-THRU STUD <br />SIMP. A35 C OPENING GREATER <br />THAN 5-0" 2x SOLID BLKG C - <br />8d TOE 8'-0" O.C. MAX. & <br />F1 ALL CEG. LINES <br />4-8d TOE I D' SEE SCH. <br />`4-16d EA. <br />ADD 1-THRU END TYP. <br />STUD FOR L OPENING WIDTH <br />OPENINGS <br />GREATER THAN 2-16d <br />6-0" 2x SILL <br />SIMP. A35 TOP & BOT. 4-8d TOE <br />TOTAL <br />(EA. SIDE OF OPENING) <br />OPENING GREATER THAN <br />I I 5-0" I I <br />9„ <br />-5/8"0x12" A.B. <br />C 4'-0" O.C. (U.N.O.) <br />ADDITIONAL 2x TRIMMER <br />WHERE 'D' IS 10'-0" <br />OR LARGER <br />'D' IS NOMINAL EXCEPT WHERE <br />NOTED. MAKE HEADER FULL <br />WIDTH OF STUDS (ONE PIECE) <br />AND DEPTH AS NOTED. <br />'D' IS BASED ON ROOF & <br />CEILING LOADS ONLY <br />BEARING WALLS ROOF <br />OPENING WIDTH <br />'D' <br />UP TO 2'-11" <br />4" <br />3'-1" TO 4'-0" <br />6" <br />4'-1" TO 6-0" <br />8" <br />2-10d <br />SIMP. A35 ❑ OPENINGS <br />WHERE SILL PLT. IS CUT BY <br />HOLE LARGER THAN 1/2 PLT. <br />WIDTH PROVIDE A.B. EA. SIDE <br />OF HOLE <br />NON-BEARING WALLS <br />OPENING WIDTH <br />'D' <br />UP TO T-0" <br />4" <br />3'-1" TO 6'-0" <br />6" <br />6'-1" TO 8'-0" <br />8" <br />8'-1" TO 10'-0" <br />10" <br />BEARING WALLS FLOOR <br />OPENING WIDTH <br />'D' <br />UP TO 2'-11" <br />6" <br />T-1" TO 4'-0" <br />8" <br />4'-1" TO 6'-0" <br />10" <br />2X OR 3X SILL WOOD STUD WALL OPENING <br />PLA TE W/S/LL 5 <br />FRAMING <br />NO SCALE <br />3x BLKG. @ <br />PL YWD. SPL <br />EDGE NA/l <br />2ROWS 6 <br />EDGE NAl <br />3x STUD C <br />PANEL EL <br />3x BOT. <br />PLA TE <br />3x BLKG. <br />(U. N. O.) <br />CONT. DBL <br />TOP PLA TE <br />2 ROWS Ol <br />EDGE NAIL <br />3x BLKG. f <br />PL YWD. S <br />3x BOT. <br />PLA TE <br />FLR. JST. <br />PER PLAI <br />3x PRESS. TF <br />S//L PLA TE b4 <br />PER PANEL 64 <br />3" <br />SHEAR PANEL SCHEDULE <br />MODEL <br />NO <br />PANEL <br />FLOOR PLATE FASTENERS <br />FASTENERS ❑ TOP PLATE <br />ANCHOR BOLTS <br />ALLOWABLE <br />ALLOWABLE <br />SHEAR <br />1/2" STRUCT. 1 PLYWD./OSB <br />SIMP. SDS 1/4"0 x 6" OR <br />TO RIM JOIST/BLOCKING <br />11 SILL PLATE <br />SHEAR <br />SHEAR <br />PANEL <br />W/ 10d COMMON NAILS <br />5/8"0 x 9" LAG SCREWS <br />SIMPSON A35 OR LTP4 <br />5/8"0 OR 3/4"0 ANCHORS <br />PLF❑ <br />PLF❑ <br />FOR HOLDOWNANCHORS (HO) SEE PLANS & DETAIL <br />FIELD NAIL/NG <br />2-2x (4X 11CORNER) <br />5/8" <br />VD 1/ <br />2 ROWS OF EDGE NAILING <br />4. <br />NO. <br />FACE <br />NAILING ❑ PANEL <br />EDGE <br />FASTENERS <br />PLATE <br />EXTERIOR <br />INTERIOR <br />FASTENERS <br />SILL PLT. <br />SDPWS-15 <br />SDPWS-15 <br />EDGE <br />FIELD <br />SIZE <br />SPACING <br />TYPE <br />SPACING <br />TYPE <br />SPACING <br />SIZE <br />SPACING <br />o <br />MEMBER <br />SIZE <br />SIZE <br />LSEISMIC❑ <br />LWIND❑ <br />(u N. o.) <br />ONE <br />6" <br />12" <br />3x <br />1/4"0 <br />8" <br />3x <br />LTP4 <br />16" <br />A35 <br />16" <br />5/8"0 <br />32" <br />2x <br />340 <br />475 <br />1 <br />SIDE <br />MIN/MUM OF 501 CONCRETE COVER AND 10"M/N. ENBEDMENT. <br />PANEL EDGE <br />MIN. <br />SDS <br />ALL NA/LS SHALL BECOMMONNA/LS. TYP. <br />MIN. <br />G / <br />2" OR 3" <br />9. <br />USE 3x AND TREA TED SIL L PLA TE A T CONCRETE SURFACES. <br />EDGE NAIL /NG <br />o <br />FOR 2x <br />MIN. <br />3x PRESS. TREAT. <br />PL YW 11211111N. <br />10, <br />ONE <br />4" <br />12" <br />3x <br />1/4"0 <br />8" <br />3x <br />LTP4 <br />16" <br />A35 <br />16" <br />5/8"0 <br />32" <br />3x <br />510 <br />715 <br />2 <br />SIDE <br />(6FO 2"AND 3"NAIL SPAC/NGS) <br />MIN. <br />SDS <br />MIN. <br />MIN. <br />ONE <br />3" <br />12" <br />3x <br />1/4"0 <br />6" <br />3x <br />LTP4 <br />8" <br />A35 <br />8" <br />5/8"0 <br />16" <br />3x <br />665 <br />930 <br />3 <br />SIDE <br />STAGG. <br />MIN. <br />SDS <br />MIN. <br />MIN. <br />ONE <br />2" <br />12" <br />3x <br />1/4"0 <br />4" <br />3x <br />LTP4 <br />8" <br />A35 <br />8" <br />5/8"0 <br />16" <br />3x <br />870 <br />1217 <br />4 <br />SIDE <br />STAGG. <br />MIN. <br />SDS <br />MIN. <br />MIN. <br />TWO <br />4" <br />12" <br />3x <br />1/4"0 <br />4" <br />3x <br />LTP4 <br />8" <br />A35 <br />8" <br />5/8"0 <br />16" <br />3x <br />1020 <br />1430 <br />5 <br />SIDES <br />MIN. <br />SDS <br />MIN. <br />2 SIDES <br />MIN. <br />TWO <br />3" <br />12" <br />4x <br />5/8"0 <br />6" <br />3x <br />A35 <br />8" <br />A35 <br />8" <br />3/4"0 <br />16" <br />3x <br />1330 <br />1860 <br />6 <br />SIDES <br />STAGG. <br />MIN. <br />LAG <br />MIN. <br />2 SIDES <br />2 SIDES <br />MIN. <br />TWO <br />2" <br />12" <br />4x <br />5/8"0 <br />4" <br />3x <br />A35 <br />8" <br />A35 <br />8" <br />7/8"0 <br />16" <br />3x <br />1740 <br />2435 <br />7 <br />SIDES <br />STAGG. <br />MIN. <br />LAG <br />MIN. <br />2 SIDES <br />2 SIDES <br />MIN. <br />NO" <br />PL <br />SF <br />FC <br />RA/SED FLR. FTG. SLAB FTG. <br />1314"AT2X4 STUDS <br />2314 "AT2X6STUDS <br />N <br />J <br />EXTERIOR WALL <br />3" CLR. <br />SHEAR PANEL SCHEDULE <br />NO SCALE <br />VARIES <br />SEE MFGR E.N. TO <br />4x MIN. U.N. 0. HOEDOWN <br />POST <br />WHERE <br />1. <br />REQ D 2x OR 9 REQ D <br />2-2x <br />TYP <br />HOLDOWN, SEE <br />PLAN FOR TYPE <br />AND LOCATION colvcl <br />CURB <br />SDS SILL <br />�FREWS PLA TE FF <br />--SILL <br />BOL T <br />J N <br />HOLDOWV <br />ANCHOR <br />u SEE PLAN <br />Z <br />VAR/ES <br />SEE MFGR <br />4x MIN. U.N. 0. <br />91. <br />TYP HOLDOWN, SEEPLAN <br />FOR TYPE AND LOCA TION <br />SILL PLATE <br />SILL BOLT <br />L3 <br />HOLDOWN <br />ANCHOR SEE <br />PLAN <br />z <br />SEE NOTE #3 6"M/ g <br />SEE NOTE 3 6"M/ . <br />INTERIOR WALL <br />AT CONCRETE CURB <br />HOLDOWN AND EMBEDMENT SCHEDULE <br />(MIN. 2500 PSI CONCRETE) <br />MODEL <br />NO <br />NOTES: <br />CONT. DBL. TOP PLA TE <br />MIN <br />EMBED <br />"Le" <br />ANCHOR ❑ <br />TYPE <br />CAPACITY(/bs.) <br />CORNER <br />END <br />1. <br />SEE FRAM/NG PLANS FOR LOCA TION OF SHEAR PANELS <br />2x STUDS @ 16-0.C. <br />21 <br />2. <br />ALL PLYWOOD SHEAR PANELS TO BE 112" STRUC IPL YWOOD <br />3325 <br />HDU4-SDS2.5 <br />2-2x (4X ❑ CORNER) <br />WITH MIN/MUM 5 -PL Y. <br />18" <br />SB5/8X24 <br />3. <br />FOR HOLDOWNANCHORS (HO) SEE PLANS & DETAIL <br />FIELD NAIL/NG <br />2-2x (4X 11CORNER) <br />5/8" <br />VD 1/ <br />2 ROWS OF EDGE NAILING <br />4. <br />WALL FRAM/NG TO BE M/N. 3x MEMBERS A T PANEL EDGES. <br />HDU8-SDS2.5 <br />4x4 <br />7/8" <br />NAILS SHALL BE STAGGERED /N TWO LINES ALONG PANEL <br />EDGE NAIL /NG <br />7315 <br />❑❑ <br />EDGES. WHEN NAIL SPACING /S 2" o. c., OR WHEN 10d <br />6x6 <br />7/8" <br />18" <br />COMMON NAIL S ARE SPACED 3"o. c. PENE TRA TE FRA MING <br />7855 <br />❑❑ <br />Z <br />MORE THAN 1-518" <br />_O <br />H <br />o <br />5. <br />USE PL T 114')( 3'SQ. W1518"OA.B. '3 AND PL T. 5116')( 3'SQ. W1 <br />FL R. JST. PER PLAN <br />o <br />314'0A. B. '5, <br />Q <br />I- <br />6. <br />NAILS SHALL BE PLA CED A T L EA S T 318 " FROM PANEL EDGES <br />(u N. o.) <br />AND A T LEAST 318"FROM THE EDGE OF THE CONNECT/NG <br />112"MIN. <br />MEMBER FOR SHEAR PANEL ANDA MIN/MUM 112"EDGE <br />3x MIN. @ <br />LO <br />NA/L/NG DIS TANCE A T PANEL ENDS AND EDGES. <br />V) <br />PANEL JNT. <br />7. <br />ALL ANCHOR BOL TSA T EDGE OF CONCRETE SHALL HA VEA <br />3x STUDS @ <br />o <br />MIN/MUM OF 501 CONCRETE COVER AND 10"M/N. ENBEDMENT. <br />PANEL EDGE <br />SPACING <br />8. <br />ALL NA/LS SHALL BECOMMONNA/LS. TYP. <br />G / <br />2" OR 3" <br />9. <br />USE 3x AND TREA TED SIL L PLA TE A T CONCRETE SURFACES. <br />EDGE NAIL /NG <br />o <br />No. <br />TYP. <br />3x PRESS. TREAT. <br />PL YW 11211111N. <br />10, <br />PRO VIDE MIN/MUM 3 -/NCH PENE TRA TION INTO MEMBERS <br />FIELD NAIL/NG <br />BEL OW FL OOR SHEA THING. TYP. U. N. O. <br />S//L PLATE W/A.B.-2 <br />112" <br />PER PANEL SCH. <br />MIN <br />NAILING PA TTERNA T PANEL <br />(6FO 2"AND 3"NAIL SPAC/NGS) <br />HOLDOWN /F REQ D <br />3" CLR. <br />SHEAR PANEL SCHEDULE <br />NO SCALE <br />VARIES <br />SEE MFGR E.N. TO <br />4x MIN. U.N. 0. HOEDOWN <br />POST <br />WHERE <br />1. <br />REQ D 2x OR 9 REQ D <br />2-2x <br />TYP <br />HOLDOWN, SEE <br />PLAN FOR TYPE <br />AND LOCATION colvcl <br />CURB <br />SDS SILL <br />�FREWS PLA TE FF <br />--SILL <br />BOL T <br />J N <br />HOLDOWV <br />ANCHOR <br />u SEE PLAN <br />Z <br />VAR/ES <br />SEE MFGR <br />4x MIN. U.N. 0. <br />91. <br />TYP HOLDOWN, SEEPLAN <br />FOR TYPE AND LOCA TION <br />SILL PLATE <br />SILL BOLT <br />L3 <br />HOLDOWN <br />ANCHOR SEE <br />PLAN <br />z <br />SEE NOTE #3 6"M/ g <br />SEE NOTE 3 6"M/ . <br />INTERIOR WALL <br />AT CONCRETE CURB <br />HOLDOWN AND EMBEDMENT SCHEDULE <br />(MIN. 2500 PSI CONCRETE) <br />MODEL <br />NO <br />MIMIMUM <br />POST SIZE <br />ANCHOR <br />BOLT SIZE <br />MIN <br />EMBED <br />"Le" <br />ANCHOR ❑ <br />TYPE <br />CAPACITY(/bs.) <br />CORNER <br />END <br />HDU2-SDS2.5 <br />2-2x (4x ❑ CORNER) <br />5/8" <br />21 <br />SSTB24 <br />3325 <br />3325 <br />HDU4-SDS2.5 <br />2-2x (4X ❑ CORNER) <br />5/8" <br />18" <br />SB5/8X24 <br />5730 <br />5730 <br />HDU5-SDS2.5 <br />2-2x (4X 11CORNER) <br />5/8" <br />18" <br />SB5/8X24 <br />5730 <br />5730 <br />HDU8-SDS2.5 <br />4x4 <br />7/8" <br />25" <br />SSTB28 <br />7315 <br />❑❑ <br />HDU8-SDS2.5 <br />6x6 <br />7/8" <br />18" <br />SB7/8X24 <br />7855 <br />❑❑ <br />❑ MATERIAL OF SSTB & SB IS ASTM F 1554 GRADE36 PER ICC ESR -2611 <br />LENOT APPLICABLE FOR HOLDOWN LOCATION ❑ END. <br />NOTES: 1. BOLT HOLD DOWN TO POST PER MFGR, PROVIDE STANDARD CUT <br />WASHERS ON OPPOSITE SIDE OF POST FROM HOLD DOWN. POST MA Y BE <br />COUNTER SUNKA MAX/MUM OF 112 /NCH TO RECESS BOL TAND WASHER. <br />2. TO PROPERL Y L OCA TE HOL DOWN ANCHOR BOL TS, CONTRACTOR TO <br />CHECK STRUCTURAL AND ARCHITECTURAL DRAW/NGS, FOR OPEN/NGS ETC. <br />BEFORE PLACING BOL TS. <br />3. DEEPEN FOOT/NG AREA AS REQU/RED A T HOLDOWNANCHORS TO INSURE <br />PROPER EMBEDMENT. <br />4. FOR SPECIAL HD LOCATIONS SEE FOUNDATION PLAN. <br />5. THE EMBEDMENT DEPTH, le, IS MEASURED FROM THE COLD JOINT FOR TWO POUR CONDITION. <br />INTERIOR WALL <br />SIMPSON HOLDOWN ANCHORS <br />NO SCALE <br />t3 <br />DMAC <br />DESIGN❑BUILD <br />5690 SCHAEFER AVENUE, SUITE A, CHINO, CA 91710 <br />t 909.927.8688 -f 909.927.8686 <br />infoF- dmacse.com r-www.dmacse.com <br />©2018 DMAC DESIGN + BUILD <br />This drawing and design is the property of DMAC Design+Build. <br />It may not be used for any purpose other than by the owner. <br />DMAC Design + Build does not authorize the reproduction or <br />conveyance of any information contained herein without prior <br />written permission. <br />The Architect/Engineer assumes no responsibility or liability for <br />the use of these plans for any project other than specifically <br />authorized by them and signed and sealed for such specific <br />location in the State, Province or territory shown on the seal. <br />This building use is only applicable in areas meeting the stated <br />design criteria <br />DO NOT SCALE PLANS <br />Copying, Printing, Software and other processes required to <br />produce these prints can stretch or shrink the actual paper or <br />layout. Therefore, scaling of this drawing may be inaccurate. <br />Contact DMAC Design+Build with any need for additional <br />dimensions or clarifications. <br />Seal: <br />FESS/p,�9 <br />No. 81058 <br />z <br />CD m <br />w m <br />EXP. 09/30/19 - <br />d'J CIV I� V <br />9TF4F CAI.\F�� <br />Pro ect Information: <br />W <br />Z <br />O <br />0 <br />U <br />J� <br />} <br />z <br />=U <br />z <br />Cn <br />` <br />r <br />Z <br />Z <br />_O <br />H <br />o <br />�0 <br />o <br />W <br />Q <br />I- <br />W <br />�ZU <br />� <br />LO <br />00 <br />V) <br />W <br />LO <br />CID <br />No. <br />Date <br />Revision <br />0 <br />Date <br />Issue <br />Protect No.: 2018-099 <br />Scale: As Shown <br />Drawn / Check by: KK/DC <br />Date: 10/29/18 <br />Drawing Title: <br />STRUCTURAL <br />DETAILS <br />Sheet: <br />SD1 <br />