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Lu <br />Z <br />J <br />Lu <br />J <br />CO <br />H <br />15 <br />a <br />It <br />77 <br />c� <br />N <br />e0 <br />0 <br />N <br />CU <br />0 <br />0 <br />a. <br />c <br />0 <br />U <br />O <br />J <br />FRAMING NOTES <br />1. REFER TO STRUCTURAL GENERAL NOTES SHEET SN1 FOR MORE INFORMATION. <br />2. MULTIPLE ELEMENT MEMBERS (I.E. DBL. JOISTS, STUDS, ETC.) SHALL BE NAILED <br />TOGETHER WITH 16d ❑ 16" O.C. STAGGERED. BEAMS COMPOSED OF MULTIPLE <br />PIECES (4X OR LARGER) SHALL BE BOLTED TOGETHER W/ 1/2"0 M.B. @ 12" O.C., <br />STAGGERED. <br />3. WALL STUDS <br />3.1. EXTERIOR WALLS <br />3.1.1. 1ST FLOOR OF 3 -STORY BLDG: 3X4 DFLI-2 OR 2X6 STUDS ❑ 16" O.C. <br />3.1.2. 1ST FLOOR OF 2 -STORY BLDG & 2ND FLOOR OF 3 -STORY BLDG: 2X4 <br />DFLI-2 STUDS -1 16" O.C. <br />3.1.3. OTHER CASES: <br />3.1.3.1. 4" WALL - 2X4 MIN. DFL STUD GRADE OR BETTER ❑ 16" O.C. <br />3.1.3.2. 6" WALL - 2X6 MIN. DFL STUD GRADE OR BETTER ❑ 16" O.C. <br />3.1.4. ALL EXTERIOR WALL ARE LOAD BEARING WALL (U.N.O.) <br />3.2. INTERIOR WALLS <br />3.2.1. ALL INTERIOR SHEAR/BEARING WALLS <br />3.2.1.1. 4" WALL - 2X4 MIN. STUD GRADE OR BETTER ❑ 16" O.C. <br />3.2.1.2. 6" WALL - 2X6 MIN. STUD GRADE OR BETTER ❑ 16" O.C. <br />3.2.2. ALL INTERIOR NON-BEARING/NON-SHEAR WALL SHALL BE 2X4 STUD <br />GRADE OR BETTER ❑ MAX. 24" O.C. (U.N.O.) <br />4. U.N.O. PROVIDE SOLID BLOCKING OR DBL. JOIST UNDER ALL WALLS ABOVE. <br />5. WHERE HANGERS ARE NEEDED, WHETHER INDICATED ON PLAN OR NOT, U.N.O. <br />USE "U" OR "LB" HANGERS FOR JOISTS/RAFTERS, & "HU" OR "HW" HANGERS FOR <br />BEAMS OR MULTIPLE JOISTS. <br />6. WHERE SHEAR WALLS ARE THRU WALLS AS INDICATED ON PLANS, SHEAR <br />MATERIAL SHALL BE CONTINUE THRU WALLS. <br />7. ALL POSTS/MULTIPLE STUDS IN WALLS SHALL RECEIVE EDGE NAILING FROM <br />WALL SHEATHING. ALL BEAMS, DRAGS GIRDER TRUSSES SHALL RECEIVE <br />BOUNDARY NAILING FROM SHEATHING. <br />8. FURR CEILINGS TO CONCEAL VALLEY OR HIP THAT ARE BELOW TOP PLATE LINE. <br />9. FURR ALL WALLS AS REQ'D IF SHEAR WALL DOES NOT COVER ENTIRE WALL TO <br />WALLS FLUSH. <br />10. SHEAR WALLS ARE TO ROOF SHEATHING. <br />11. WHERE TOP PLATES OR SOLE PLATES ARE CUT FOR PIPES, A METAL TIE <br />MINIMUM 0.058" THICK AND 1-1/2" WIDE SHALL BE FASTENED TO EACH PLATE <br />ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN 6-16d NAILS. <br />12. WOOD FRAMING MEMBERS, INCLUDING WOOD SHEATHING THAT REST ON <br />EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES FROM EXPOSED <br />EARTH SHALL BE OF PRESERVATIVE -TREATED WOOD. <br />13. COORDINATE AND VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. <br />CONTRACTOR NOTE: <br />1. CONTRACTOR TO VERIFY ALL EXISTING <br />FRAMING/CONDITIONS AND NOTIFY THE ENGINEER <br />OF ANY DISCREPANCIES IMMEDIATELY PRIOR TO <br />COMMENCING ANY WORK. <br />2. PLYWOOD OF SHEAR WALL CAN BE INSTALLED ON <br />EITHER SIDE OF WALL. <br />SYMBOLS & LEGENDS <br />(N) WALLS <br />® 4x4 POST (U.N.O.) <br />X <br />DETAIL KEY <br />�D2 <br />HARDY FRAME OR SIMPSON STRONG WALL <br />(N) ROOF LAYOUT <br />ROOF DIAPHRAGM <br />❑E❑ ROOF BE <br />SIMP. 'MST37' <br />-BEAM TO PA <br />10 SIMP. 'ST6224 <br />SD2 -TOP PL TO T <br />HARDY FI <br />ABALLOON V1 <br />H FX - <br />USE 1/2" CDX PLYWOOD OR OSB (P.I. 32/16) <br />W/ 8d NAIL ❑ 6" O.C. AT EDGE & BOUNDARY (UNBLOCKED) <br />8d NAIL F 12" O.C. AT FIELD <br />& SIMPSON MST37 STRAP PER CHORD SPLICE <br />7 <br />HFX2 <br />10 I <br />SD2 I <br />SIMP. 'ST6224'-------+--� <br />B -TOP PL TO TOP PL <br />I <br />HARDY FRAME <br />BALLOON WALL - <br />H FX -24x20 <br />/ '\ - i0 <br />r <br />//IV <br />� E]15 <br />Of <br />\ T,p <br />X7 <br />/ <br />SD2 <br />00 <br />`N <br />1.9E LVL 1.75"X11.875" <br />\ <br />COLLAR TIES ❑ EA. SIDE <br />/ <br />OF HIP BM (TYP.) \ <br />14 <br />SD2 <br />JUZ / <br />SIMP. 'MST37' <br />-BEAM TO PANEL <br />SIMP. 'HUC' TO 7 <br />FULL HEIGHT <br />�I DBL. STUDS SD2 <br />IFAl- ROOF ABOVE <br />HARDYFRAME <br />SIMP. 'ST6224' BALLOON WALL - <br />13 -TOP PL TO TOP PL HFX-24x20 <br />7 SD2 14 7 <br />10 SD2 HFX2 <br />HFX2 <br />SD2 <br /><E> COVERED SIDEWALK <br />E ROOF BELOW <br />BEAM AND HEADER TOWER ROOF FRAMING PLAN ❑ ELEV.L]201-011 <br />RJ DIRECTION, SPAN OF NEW ROOF JOIST (R.J.) <br />SCALE: 1/4" = V-0" <br />El <br />DMAC <br />DESIGN❑BUILD <br />5690 SCHAEFER AVENUE, SUITE A, CHINO, CA 91710 <br />t 909.927.8688 x1909.927.8686 <br />infoo dmacse.com owww.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,�9 <br />Q� EI•CyD lF <br />2 No. 81058 z <br />c� m <br />w m <br />EXP. 09/30/19 <br />\�-OCVF CAL\F���\ <br />Pro[ect Information: <br />W <br />Z <br />0 <br />�o <br />U <br />JCY) <br />z <br />0 <br />O <br />Q <br />Lu <br />=U <br />C!)o <br />Z <br />Z <br />Z <br />0 <br />O <br />W <br />Q <br />LU <br />�ZV <br />� <br />MQ <br />W <br />w0 <br />LO <br />En <br />V) <br />CC) <br />L0 <br />r*-_ <br />CC) <br />No. <br />Date <br />Revision <br />0 <br />Date <br />Issue <br />Pro ect No.: 2018-099 <br />Scale: As Shown <br />Drawn / Check by: KK/DC <br />Date: 10/29/18 <br />Drawing Title: <br />ROOF <br />FRAMING <br />PLAN <br />Sheet: <br />