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LU <br />Z <br />J <br />w <br />J <br />IL <br />a <br />U) <br />a <br />U) <br />Z <br />J <br />a <br />U) <br />0 <br />U <br />0 <br />J <br />MAC <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 Fwww.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 />Q�pFESS/p�, <br />No. 81058 <br />z <br />CD m <br />W m <br />EXP. 09/30/19 <br />1t �k <br />J' ICV AL\FO��\ 1� Q. <br />X41\ S <br />Pro ect Information: <br />W <br />NOTES HARDY FRAME: ICC-ESR-2089-LABC-LARC <br />Z <br />1�116"x 3" SQ. FOR 7/8'0 <br />0 <br />�o <br />1. A.B. SHALL BE 15" <br />ROOF SHTG. <br />M/N. AWA YFROM //2"x 4"SQ. FOR 1 1/8'0 <br />J� <br />❑CONC. <br />0 <br />END. & 30" E40R HFX-9x OR HFX-12x• <br />w <br />=U <br />FOR ANO THER SIDE. T = 1.75" <br />z <br />2x R. R. ❑ <br />FOR HFX-15x OR HFX-18x. <br />PER PLAN <br />_O <br />T = 2.625" <br />FURRING PER HARDYPANEL/ <br />I..L <br />20 <br />BM. PER PLAN <br />2x BLKG. 2x BLKG. <br />ARCH FRAME PER PLAN SEE2/SD2 <br />FOR CONN <br />° <br />Q <br />S/MP. MS T48 STRAP <br />B.N. �� <br />@ 8'-0" @ 8'-0" <br />O. C. MAX. O.C. MAX. ❑ <br />\ <br />Z TO (E) SLAB <br />Q ❑� SHEAR TIES PER 2/HFX1 <br />a d a <br />� <br />0 <br />LO <br />En <br />------ _ d ° <br />00 <br />L0 <br />____ __ _______ <br />0 _777-77 1 d <br />1/4"S71. BENT PL T. <br />00 <br />`� �n i <br />� III i ---� <br />W/ (4)-5/8':07 THRU BOL TS <br />Date <br />Revision <br />- L ° ° — — <br />i EA. LEG <br />E.N. <br />d d <br />• • <br />` 111 <br />O I d d ° <br />d <br />6" <br />S/MP A35'@ 16- <br />-------------- <br />d ° <br />O.C. M/N. OR PER <br />0 <br />I d I <br />SHEAR PANEL SCH. <br />❑SIMP. HANGER <br />CLG. JST. <br />N ° <br />N II Ed EQ, <br />(U. N. O.) <br />B M. PER PER PLAN <br />J ° P W/#4 STIRRUPS (SEE <br />CJ <br />BM. PER PLAN <br />PLAN <br />Z dg I DETA/L 2 ON HFX1) <br />N <br />SHEAR WALL #1 <br />CLG. JST. \_S/MP. HU' <br />M ° d 4 di <br />I I ° ° <br />�i d <br />� <br />PER PLAN OR 'HUTF' <br />r\ I I d d° <br />+ <br />IS/MP. HU' OR HUTF' FOR 4x OR 6x BM, <br />HANGER (U.N.O.) <br />4 ° <br />S/MP. HGUS' OR HGL TV' FOR PSL BMS. <br />° d — *SQ. WASHER <br />d <br />& DBL. NUTS <br />6x HIP BMM, <br />PER PLAN 2., <br />SHEAR TRANSFER AT ROOF <br />13 <br />FLUSH BEAM CONNECTION <br />9 <br />SHEAR TRANSFER AT FLOOR <br />24"M/N. 3" CLR. (TYP. <br />HARDY <br />HARDY PANEL / FRAME ON <br />2" 2 <br />NO SCALE <br />NO SCALE <br />NO SCALE <br />EXTERIOR FOOTING <br />SECT/ONA A <br />NO SCALE <br />SET -XP.- /CC -ESR 2508 <br />ROOF SHTG. <br />6x HIP BM. <br />PER PLAN <br />MS T48 <br />2x R. R. <br />OF SPL/CE <br />STRAP / <br />PER PLAN <br />EQ, EQ, <br />WOOD POST <br />❑ (TYP.) <br />PER PLAN <br />------ e.- ;-e-.-, <br />i <br />S/MPSON CBSQ' <br />EX. CONC. <br />/ PER PLAN <br />i N <br />B N <br />@ �BLKG. <br />SLAB <br />� o N <br />2x BLKG. <br />0. C.MAX. <br />g„ / g„ <br />(TYP.) <br />S/MP. US T37'- <br />1/4"S7L. BENT PLT <br />STRA P(U.N.0.) <br />------------� <br />° <br />W/(4)-5/8';0 THRU BOL TS <br />EA. LEG <br />I / \ <br />_ _ _ d <br />_ <br />♦� �/ <br />A <br />S/MP A35@ <br />16 <br />SPLICE (ELEVATION VIEW) <br />�I <br />$ d ° 3"CLR. <br />o / <br />d d 44 <br />V / <br />/ <br />e n <br />CLG. JST. <br />° <br />o i <br />SCREWS <br />S/MP. STRAP <br />(E) BM. PER PER PLAN <br />PER FRAME <br />PER PLAN <br />PLAN <br />❑ <br />SEE PLAN <br />A <br />MANUF. <br />K <br />HANGER <br />R <br />HANGER(U.N.O.) <br />12" THK. CONC. PAD. #4 DOWEL @ 16" O. C. <br />6x HIP BM. <br />HARDYFRA ME <br />EA. WAY, EXTEND 16" <br />FTG. PER PLAN MIN, INTO FTG. & 9" <br />PER PLAN <br />OR PANEL PER <br />M/N. INTO EX. SLAB W/ <br />PLAN VIEW <br />PLAN <br />SPLICE F1CORNER (PLAN VIEW) <br />S/MP. SET -XP <br />(/CC -ESR 2508J <br />HIP BEAM CONNECTION <br />SHEAR TRANSFER AT ROOF ^ <br />TOP PLATE SPLICE O <br />SHEAR TRANSFER AT FLOOR <br />6.1 <br />STEEL PIPETO <br />2 <br />NO SCALE 7 <br />HARDY FRAME) �+ <br />NO SCALE <br />NO SCALE <br />RECCOLUMN D <br />+O r+ <br />N <br />) CONCRETE <br />` l� l� <br />O SCALE <br />N <br />NO SCALE <br />HARDY DBL. TOP <br />DBL. TOP PL T OR BM. <br />Q2"M/N. EDGEDIST ROOF SHTG. <br />PANEL PL T DBL 2x STUD <br />4x HIP BM. <br />PER PLAN <br />PER PLAN <br />BMM, PER PLAN <br />1/4" THK. STL. ANGEL <br />W/2 -3/4'0x 6"LONG LAGSCREW TO HIP <br />— — — <br />SHEAR WALL #1 <br />S/MP. ST6224 <br />� /11 <br />BM PER PLAN <br />STRAP A T CORNER <br />0 <br />o o , 0_ 0 0 0 0------------- <br />-- <br />, <br />PLAN VIEWIlk <br />I 6 <br />SEC. A -A <br />I EQUAL EQUAL <br />SIMP. HUC' <br />1/4"THK. <br />STL ANGLEN <br />A <br />I <br />CEILINGBEAM <br />1/2"M. B. <br />PLAN <br />its <br />(2) L VL TIES PER PLANi <br />S/MP. HU' <br />DBL. <br />PL T. <br />- SANDWICH HIP <br />❑(2) 1/2':0' THRU. <br />S/MP. STRAP PER PLAN. <br />OR HUTF' <br />HANGER (U.N.O.) <br />OR BM <br />BOL TS <br />- ADD WOOD BLOCK/NG TO PANEL CA V1 TY <br />E N _ <br />1 <br />A T STRAP PER 10/HFX2 W/(8)-1/4'0 WOOD <br />POST PER PLAN <br />1/2"M.B. <br />SCREWS. ATTACH STRAP TO PANEL FACE <br />PLAN VIEW ELEV. VIEW <br />6x HIP <br />PER PLAN <br />W/ SEL F- TAPP/NG SCREWS OR TO BLKG. <br />CLG. JST. <br />PER PLAN <br />WITH NA/LS. <br />HIP BEAM AT TOP PLATE <br />NO SCALE 18 <br />COLLAR TIE HIP 15STRAP <br />NO SCALE <br />TO HARDY PANEL <br />BEAM TO POST CONN. 7 <br />NO SCALE <br />HEAR TRANSFER AT ERED LUMBER❑OOR <br />NO SCALE <br />NO SCALE <br />ROOF SHTG. <br />2x R. R. <br />PER PLAN <br />HIP OR VALLEY <br />B"N��BM. <br />PER PLAN <br />BM. PER PLAN <br />2x BLKG. <br />CONT. <br />BEAM PER <br />BLKG. <br />PLAN <br />(BM5) <br />SHEAR WALL #1 <br />E.N. <br />0 0 0 <br />BEAM PER <br />S/MP A35'@ 16" <br />o <br />PLAN <br />O. C. M/N. OR PER <br />ii 0 0 0 <br />(BM2) <br />SHEAR PANEL SCH. <br />2x RAFTER <br />PER PLAN <br />------ <br />--- S/MP. CC'OR --- <br />x BL KG. <br />@ 8' 0" <br />- - - CCQ' COL. CAP - - - <br />--- --- <br />O.C. MAX. <br />BEAM PER <br />S/MP. ECC' <br />CE/LING BEAM (TYP) <br />PLAN <br />OR ECCQ' <br />PLAN <br />COL. CAP <br />, <br />E.N. — <br />S/MP. SLOPED <br />/MP. HUC' <br />BM. HANGER <br />EN. — --- - - - - ` <br />-- ---------- ---- <br />& SKEWED U/HU <br />SHEAR WALL #1---►� <br />POST PER PLAN <br />(U. N. <br />HANGERS OR <br />CLG. JST. <br />LSSU HANGERS <br />PER PLAN <br />BEAM END CONTINUOUS <br />RAFTER AT HIP OR VALLEY <br />NO SCALE 19 <br />SHEAR TRANSFER AT ROOF <br />NO SCALE 16 <br />BEAM TO POST CONN. <br />NO SCALE <br />BEAM TO BEAM CONNECTION 8SHEAR <br />TRANSFER AT ERED LUMBER❑OOR <br />�+ <br />NO SCALE <br />NO SCALE <br />MAC <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 Fwww.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 />Q�pFESS/p�, <br />No. 81058 <br />z <br />CD m <br />W m <br />EXP. 09/30/19 <br />1t �k <br />J' ICV AL\FO��\ 1� Q. <br />X41\ S <br />Pro ect Information: <br />W <br />Z <br />0 <br />�o <br />CN <br />U <br />J� <br />z <br />0 <br />0 <br />w <br />=U <br />z <br />�/ <br />C%)z <br />_O <br />I..L <br />20 <br />0 <br />W <br />Q <br />W <br />� <br />ZU <br />0 <br />LO <br />En <br />V) <br />00 <br />L0 <br />00 <br />No. <br />Date <br />Revision <br />Date <br />Issue <br />Pro[Oct 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 />SD2 <br />