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JACK RAFTERS TO HIP RAFTER CONNE. <br />SCALE:NTS. <br />8 W <br />HIP RAFTER <br />JACK RAFTER <br />SIMPSON CS14 <br />JACK RAFTER <br />HANGER <br />W <br />SCALE:NTS. <br />75 BEAM SPLICE <br />SCALE:NTS. <br />W <br />SIMPSON CCQ <br />W <br />SCALE:NTS. <br />DISCONTINUOUS TOP PLATE <br />w/(1) CMSTC16 36" <br /> EA. SIDE <br />BEAM PER PLAN <br />POST PER PLAN <br />CCQ POST CAP <br />CENTER OF SPLICE <br />"MSTC40" STRAP <br />SHEATHING PER PLAN <br />RAFTERS PER PLAN <br />SIMPSON MSTA24 <br />@EA. RAFTER <br />LRUZ SIMPSON SLOPED <br />HANGER PER SCHEDULE <br />RIDGE BEAM TO RAFTER CONNE. <br />RIDGE BEAM <br />PER PLAN <br />SIMPSON LRUZSIMPSON MSTA <br />ROOF SHEATHING PER PLAN <br />FILLERB.N. <br />SHEAR TRANSFER AT ROOF <br />SIMPSON H2.5ASIMPSON A35 <br />CEILING JOIST PER PLAN <br /> WHERE OCCUR <br />A35 EACH BLOCK U.N.O. <br />PER SHEAR WALL SCHEDULE <br />H2.5A INSTALLED AT 48" O.C. <br />(OR AT PLYWOOD EDGE JOINTS) <br />MI <br />N <br />. <br /> <br />6 <br />" <br />E.N. <br />B.N. <br />ROOF SHT'G PER PLAN <br />ROOF RAFTER PER PLAN <br />(7)16d MIN. <br />COMMON NAILS EA. END. <br />SHEAR WALL PER PLAN <br />PLY WOOD MAY OTHER SIDE <br />DBL. 2xTOP PLATE <br />2xRIM <br />2xBLK'G <br />STUD WALL PER PLAN <br />UNO PER SHEAR WALL SCHED. <br /> TYPICAL SHEARWALL SCHEDULE1 W <br />SCALE:NTS. <br />6 <br />NOTE <br />1.PANELS SHALL NOT BE LESS THAN 4'X8', EXCEPT AT BOUNDARIES AND CHANGE IN FRAMING. ALL EDGE OF PANELS SHALL BE <br />SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. <br />2.ALL SHEAR WALL ARE BLOCKED SHEAR WALLS AND ALL JOINTS IN SHEATHING SHALL OCCUR OVER AND BE FASTENED TO <br />COMMON FRAMING MEMBERS OR COMMON BLOCKING. <br />3.SHEATHING SHALL NOT BE USED TO SPLICE BOUNDARY ELEMENTS. ALL POSTS, STUDS AND COLUMNS SHALL BE FRAMED TO <br />PROVIDE FULL END BEARING. <br />4.CONTRACTOR SHALL REVIEW ALL TYPICAL SHEAR WALL CONNECTION DETAILS PRIOR TO START CONSTRUCTION. <br />5.STRUCTURAL PLYWOOD PANELS SHALL BE INSTALLED PRIOR TO ALL THE INSTALLATION OF ANY FRAMING THAT MAY <br />INTERRUPT THE CONTINUITY OF THE PLYWOOD. <br />6.SHEAR WALL SHEATHING SHALL BE 15/32" CD, CC OR BETTER PLYWOOD. W/ ALL EDGES BLOCKED AND NAILED PER THE <br />SHEAR WAIL SCHEDULE. <br />7.TYPICAL FASTENERS: 10d COMMON U.N.O. NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. <br />8.FRAMING: 2X D.F. TYP. @16" O.C.(MAX.) <br />9.FRAMING & BLOCKING AT ADJOINING PANEL EDGES SHALL BE 3” NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED IN <br />TWO ROWS ALONG PANEL EDGES WHERE SPACING IS 3” OR LESS ON CENTER. SHEAR WALL FRAMING AND STUDS SHALL BE <br />CONTENTIOUS BETWEEN THE BOTTOM PLATE AND TOP PLATE. <br />10.END NAIL STUDS TO SILL PLATE WITH (2) 20d BOX NAIL INSTEAD OF (2) 16d COMMON NAILS. <br />11.IF NEW ANCHOR BOLTS "REQUIRED AT EXISTING FOUNDATION. PROVIDE 5/8” X MIN. 12” EMBEDMENT INTO EXISTING <br />CONCRETE EPOXIED ANCHOR BOLTS SPACING SHOWN AT SHEAR WALL SCHEDULE. PROVIDE 3”X3”X1/4” PLATE WASHER. <br />12.CONTRACTOR TO VERIFY THE EXISTING PLYWOOD EDGE NAILING. TYPE OF PLYWOOD USED AND SPACING ON EXISTING <br />ANCHOR BOLTS IN FILED, TYPICAL. <br />13.SPECIAL INSPECTION BY INSPECTOR REQUIRED FOR HOLD-DOWN INSTALLATION INTO EXISTING FOUNDATION. <br />14.SPECIAL INSPECTION IS REQUIRED FOR STRUCTURAL WOOD SHEAR WALL COMPONENTS WITH NAIL SPACING CLOSER THAN <br />4” OC PER CBC 1705.11.2. <br />15.ALL NAILS SHALL BE COMMON NAILS. PROVIDE HOT DIPPED GALVANIZED NAILS AT ALL FIRE TREATED OR PRESSURE <br />TREATED PLYWOOD AND STUDS. <br />16.WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" O.C. ON EITHER SIDE, PANEL <br />JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3" NOMINAL OR THICKER AND <br />NAILS ON EACH SIDE BE STAGGERED. 3x FRAMING SHALL BE USED AT BOTTOM SILL PLATE AND ALL BLOCKING. <br />ELEVATION <br />WALL LENGTH <br />AS SPECIFIED <br />ON PLANS <br />UPPER FLOOR LEVEL <br />NOTE: ALTERNATE 1/2" GAP PLYWD. <br />JOINT AT EXT. CONDITION, <br />LOCATED AT JST. MID-HEIGHT <br />TRIMMERS PER TYPICAL <br />STUD WALL FRAMING AT <br />OPENING DETAIL <br />TYPICAL <br />PROVIDE EDGE NAILING (E.N.) <br />AT ALL PANEL EDGES <br />TYPICAL <br /> PROVIDE FIELD NAILING (F.N.) <br />AT ALL OTHER SUPPORTS <br />BOUNDARY POST, SEE PLANS AND ANCHOR TABLE <br />T.O. CONC. <br />1/4" GAP <br />(PLYWD. TO T.O. CONC.) <br />3x (MIN.) SILL PLATE (P.T.D.F.) <br />STUD WALL PER PLAN <br />UNO. PER SHEAR WALL SCHED. <br />SHT'G SEE SCHEDULE <br />3x STUD <br />AT ALL ADJOINING <br />PANEL EDGES <br />3x BLK'G <br />AT ALL ADJOINING <br />PANEL EDGES <br />DOUBLE T.PLATES <br />ALTERNATE STAGGERED NAILING <br />JST. OR BLK'G <br />(SEE PLAN FOR JST. DIRECTION) <br />FOR SDS SCREWS, USE MIN. <br />2x BLK'G OR RIM JST. <br />SILL PLATE NAILINGS OR SIMPSON <br />SDS SCREWS TO JST. OR BLK'G <br />SEE SCHEDULE <br />(2) 2x OR 3x SILL PLATE <br />OPENING WHERE OCCURS <br />8x <br /> <br />D <br />A <br />MI <br />N <br />. <br />12 <br />" <br /> <br />M <br />I <br />N <br />. <br />ANCHOR ROD <br />1" MIN. <br />THREAD <br />**15/32" STRUCTURAL I OSB CAN BE USED INSTEAD OF 15/32" PLYWOOD <br />BP/BPS 5 <br />8" (3"x3"x1 <br />4") <br />***SIMPSON THDB62100H SHALL BE USE FOR ANCHORING INTO THE EXISTING FOUNDATION, UNO ON PLANS <br />SWXB <br />NO PENETERATION OR CUTTING IS ALLOW IN <br />THE SHEAR WALL PANELS AND STUDS <br />JST. OR BLK'G <br />ANCHORS TO DOUBLE <br />T.PLATES, SEE SCHEDULE <br />AT 4" WALLS: PROVIDE <br />1/4"X3"X3" STEEL WASHER <br />UNDER EACH NUT. AT 6" <br />WALLS: PROVIDE 1/4"X5"X5" <br />STEEL WASHER UNDER EACH <br />NUT. ALL STEEL PARTS SHALL <br />BE HOT DIPPED GALVANIZED <br />SHEAR WALL SCHEDULE <br />SEE NOTE 10 <br />SIMPSON SDS25600 @ 14" O.C. <br />ALT 16d @ 4" O.C. <br />15/32" APA RATED 4-PLY <br />OR 5-PLY STRUCT-I PLYWD. (PI 32/16) <br />10d @6:12 <br />10d @4:12 <br />10d @2:12 <br />10d @4:12 <br />10d @3:12 <br />10d @2:12 <br />UPPER FLOOR <br />SILL PLATE NAILING ANCHOR ROD SPACING <br />WALL CAPACITY <br />(REDUCE 10% FOR FIRE <br />TREATED WOOD SEE NOTES) <br />NAILINGMATERIALTYP. <br />SW3B <br />SW4B <br />SW2B <br />SW4 <br />SW2 <br />SW1 <br />SW1A <br />(EDGE:FIELD) <br />W/ MIN. 1 1/2'' PENETRATION <br />W/ MIN. 1 1/2'' PENETRATION <br />W/ MIN. 1 1/2'' PENETRATION <br />W/ MIN. 1 1/2'' PENETRATION <br />W/ MIN. 1 1/2'' PENETRATION <br />W/ MIN. 1 1/2'' PENETRATION <br />SIMPSON SDS25600 <br />@ 4'' O.C. <br />15/32" APA RATED 4-PLY <br />OR 5-PLY STRUCT-I PLYWD. (PI 32/16) <br />15/32" APA RATED 4-PLY <br />OR 5-PLY STRUCT-I PLYWD. (PI 32/16) <br />15/32" APA RATED 4-PLY <br />OR 5-PLY STRUCT-I PLYWD. (PI 32/16) <br />BOTH SIDES <br />15/32" APA RATED 4-PLY <br />OR 5-PLY STRUCT-I PLYWD. (PI 32/16) <br />BOTH SIDES <br />15/32" APA RATED 4-PLY <br />OR 5-PLY STRUCT-I PLYWD. (PI 32/16) <br />BOTH SIDES <br />SIMPSON SDS25600 @ 14" O.C. <br />ALT 16d @ 4" O.C. <br />SIMPSON SDS25600 @ 9" O.C. <br />ALT 16d @ 3 1/2" O.C. <br />SIMPSON SDS25600 <br />@ 4'' O.C. <br />SIMPSON SDS25600 <br />@ 3'' O.C. <br />SIMPSON SDS25600 <br />@ 2'' O.C. STAGGERED <br />310 PLF (ASD) <br />2x BLK. & STUD AT ALL EDGES <br />465 PLF (ASD) <br />3x BLK. & STUD W/ STGG. NAIL <br />AT ALL EDGES <br />800 PLF (ASD) <br />3x BLK. & STUD W/ STGG. NAIL <br />AT ALL EDGES <br />935 PLF (ASD) <br />3x BLK. & STUD W/ STGG. NAIL <br />AT ALL EDGES <br />1220 PLF (ASD) <br />3x BLK. & STUD W/ STGG. NAIL <br />AT ALL EDGES <br />1600 PLF (ASD) <br />3x BLK. & STUD W/ STGG. NAIL <br />AT ALL EDGES <br />10d @3:12 <br />SW3 W/ MIN. 1 1/2'' PENETRATION <br />SIMPSON SDS25600 <br />@ 6'' O.C. <br />15/32" APA RATED 4-PLY <br />OR 5-PLY STRUCT-I PLYWD. (PI 32/16) <br />610 PLF (ASD) <br />3x BLK. & STUD W/ STGG. NAIL <br />AT ALL EDGES <br />SIMPSON A35 @16" O.C. <br />ALT. SIMPSON LTP4 @16" O.C. <br />SIMPSON A35 @10" O.C. <br />ALT. SIMPSON LTP4 @10" O.C. <br />SIMPSON A35 @8" O.C. <br />ALT. SIMPSON LTP4 @8" O.C. <br />SIMPSON A35 @6" O.C. <br />ALT. SIMPSON LTP4 @6" O.C. <br />SIMPSON A35 @5" O.C. <br />ALT. SIMPSON LTP4 @5" O.C. <br />SIMPSON A35 @8" O.C. EA. SIDE <br />ALT. SIMPSON LTP4 @8" O.C. EA. SIDE <br />SIMPSON A35 @6" O.C. EA. SIDE <br />ALT. SIMPSON LTP4 @6" O.C. EA. SIDE <br />SIMPSON A35 @22" O.C. <br />ALT. SIMPSON LTP4 @22" O.C. <br />5/8"ø @32" O.C. <br />W/7" EMBEDMENT <br />(2 MIN.) <br />5/8"ø @32" O.C. <br />W/7" EMBEDMENT <br />(2 MIN.) <br />5/8"ø @24" O.C. <br />W/7" EMBEDMENT <br />(2 MIN.) <br />5/8"ø @18" O.C. <br />W/7" EMBEDMENT <br />(3 MIN.) <br />5/8"ø @16" O.C. <br />W/7" EMBEDMENT <br />(3 MIN.) <br />5/8"ø @12" O.C. <br />W/7" EMBEDMENT <br />(3 MIN.) <br />5/8"ø @9" O.C. <br />W/7" EMBEDMENT <br />(3 MIN.) <br />5/8"ø @48" O.C. <br />W/7" EMBEDMENT <br />(2 MIN.) <br />SILL/BOT <br />PLATE <br />2x <br />3x <br />3x <br />3x <br />2x <br />3x <br />3x <br />3x <br />SHEAR TRANSFER AT DOUBLE <br />TOP PLATE <br />10d @6:12 285 PLF (ASD) <br />2x BLK. & STUD AT ALL EDGESW/ MIN. 1 1/2'' PENETRATION <br />15/32" APA RATED 4-PLY <br />OR 5-PLY STRUCT-I PLYWD. (PI 32/16) <br />NOTE: <br />PRESSURE TREAT ALL SILLS BRG. ON CONC. OR MAS. BLOCK. <br />878" <br /> <br />M <br />A <br />X <br />. <br />6" <br /> <br />M <br />I <br />N <br />. <br />SILL PLATE <br />91 <br />8" MAX. <br />6" MIN. <br />5" <br />MAX. <br />PROVIDE 1 1/2"x1/8" STRAP W/(4)16d EA. SIDE <br />OF NOTCH OR HOLE WHERE NOTCH OR HOLE <br />IS MORE THAN 1/3 WIDTH OF SILL PLATE <br />5/8" ANCHOR ROD @4'-0" O.C. MAX. W/STD. WASHER <br />7" MIN. EMBED. UNO IN SHEAR WALL SCHEDULE <br />2x BLK'G W/(2)16d <br /> (2)16d END NAILS <br />2x PLATE W/ (4)16d <br />FOUNDATION <br />REINFORCING NOT <br />SHOWN FOR CLARITY <br />2x STUDS PER PLAN <br />PLAN <br />W <br />SCALE:NTS. <br /> J BOLT AND NOUTCH IN SILL PLATE <br />91 <br />8" MAX. <br />6" MIN. <br />91 <br />8" MAX. <br />6" MIN. <br />5" <br />MAX. <br />PROVIDE HOT DIPPED GALV. ANCHOR ROD <br />AND PLATE WASHERS PER PROJECT SPECS. <br />ANCHOR ROD <br />1" MIN. <br />THREAD <br />12 <br />" <br /> <br />M <br />I <br />N <br />. <br />BP 5/8" <br />(2 1/2"x2 1/2"x1/4") <br />2 <br />WSP <br />SIMPSON SDS25600 @ 14" O.C. <br />ALT 16d @ 4" O.C. <br />SIMPSON A35 @16" O.C. <br />ALT. SIMPSON LTP4 @16" O.C. <br />5/8"ø @48" O.C. <br />W/7" EMBEDMENT <br />(2 MIN.) <br />CRC BRACED WALL SCHEDULE <br />UPPER FLOOR <br />SILL PLATE NAILING ANCHOR ROD SPACING <br />WALL CAPACITY <br />(REDUCE 10% FOR FIRE <br />TREATED WOOD SEE NOTES) <br />NAILINGMATERIALTYP.(EDGE:FIELD) <br />SILL/BOT <br />PLATE <br />2x <br />2x <br />SHEAR TRANSFER AT DOUBLE <br />TOP PLATE <br />1/2" GYPSUM BOARD <br /> AS PER ARCH. DWG. <br />ON BOTH FACE <br />1-1/2"x 0.120" GALVANIZED ROOFING NAIL <br /> 7/16" HEAD DIA. OR 1-1/4" LONG 16 GA. <br />@6:6 ON ALL FRAMING MEMBERS <br />GB <br />SIMPSON A35 @16" O.C. <br />ALT. SIMPSON LTP4 @16" O.C. <br />5/8"ø @48" O.C. <br />W/7" EMBEDMENT <br />(2 MIN.) <br />PORTLAND CEMENT PLASTER <br />PLUS GYPSUM BOARD ON THE <br />OTHER FACE <br />1-1/2" LONG, 11 GAGE, <br />0.12" DIA., 7 <br />16" DIA., HEAD <br />NAILS @6:6 ON ALL <br />FRAMING MEMBERS <br />PCP SIMPSON SDS25600 @ 14" O.C. <br />ALT 16d @ 4" O.C. <br />SIMPSON A35 @16" O.C. <br />ALT. SIMPSON LTP4 @16" O.C. <br />CRC TABLE <br />BLOCK HORIZONTAL BWP JOINTS <br />5/8"ø @48" O.C. <br />W/7" EMBEDMENT <br />(2 MIN.) <br />SIMPSON SDS25600 @ 14" O.C. <br />ALT 16d @ 4" O.C. <br />CRC TABLE <br />BLOCK HORIZONTAL BWP JOINTS <br />2x3/8" APA RATED <br />STRUCT-I PLYWD. <br />8d @6:6 <br />W/ MIN. 1 1/2'' PENETRATION <br /> TYPICAL CRC BRACED WALL SCHEDULE4 W <br />SCALE:NTS. <br />NOTE: FOR MORE INFORMATION AND NOTES SEE DETAIL 1/S1.21. <br />W <br />SCALE:NTS. <br /> ALTERNATE T&B PLATE SHEAR WALL E.N. DETAIL <br />NOTES: <br />1. * AT CONTRACTOR'S OPTION: <br />E.N. CAN BE STAGGERED TO EA. MEMBER OF DOUBLE T&B <br />PLATE. ADD 16d@6" O.C. FOR ALL WALLS W/ SINGLE SIDED <br />SHT'G AND 16d@3" O.C. STAGGERED FOR ALL WALLS W/ <br />DOUBLE SIDED SHT'G. ADDITIONAL 16d NAILS OCCUR AT <br />T.PLATE ONLY. <br />2. FOR REMAINDER OF INFORMATION NOT SHOWN SEE SHEAR <br />WALL SCHEDULE AND DETAILS. <br />SHEAR WALL SHEATHING <br />WHERE OCCURS <br />SHEAR WALL SHEATHING <br />E.N. <br />* STAGGERED E.N. <br />FRAMING <br />WHERE <br />OCCURS <br />* STAGGERED E.N. <br />E.N. <br />* STAGGERED E.N. <br />E.N.FLOOR OR ROOF JOIST <br />PER PLAN <br />* ADDED 16d <br />NAILING <br />(2)2x BLK'G <br />SHEATHING PER PLAN <br />3 <br />CRC TABLE <br />BLOCK HORIZONTAL BWP JOINTS <br />5/8" GYPSUM BOARD <br /> AS PER ARCH. DWG. <br />ON BOTH FACE <br />1-3/4"x 0.120" GALVANIZED ROOFING NAIL <br /> 7/16" HEAD DIA. OR 1-1/4" LONG 16 GA. <br />@6:6 ON ALL FRAMING MEMBERS <br />17. NAILS SHALL BE PLACED AT LEAST 3/8" FROM PANEL EDGES AND ENDS AT LEAST 1/2" FROM THE EDGE OF THE CONNECTING <br />MEMBERS. <br />18.SIMPSON 'LTP4' FRAMING ANCHOR MAY BE APPLIED OVER 1/2" SHEATHING WITH 8d COMMON NAILS 0.131x2 /12" NAIL. <br />19. INDICATES SHEATHING OCCURS ON BOTH SIDES OF WALL AS SHOWN ON PLAN. <br />20.SHEATHING NAILS OR OTHER APPROVED SHEATHING CONNECTORS SHALL BE DRIVEN SUCH THAT THEIR HEAD OR CROWN IS <br />FLUSH WITH THE SURFACE OF THE SHEATHING. OVER-DRIVEN NAILS WILL BE DEEMED UNSATISFACTORY. <br />21.PROVIDE A SINGLE 3X NOMINAL OR WIDER FRAMING MEMBER AT BOTTOM SILL PLATE AND BEHIND VERTICAL AND HORIZONTAL <br />EDGES, MINIMUM 1/2" EDGE NAILING DISTANCE AT PANEL ENDS AND EDGES, AND STRUCTURAL OBSERVATION PER GENERAL <br />NOTES. <br />22.MINIMUM EDGE DISTANCE FOR ANCHOR BOLTS SHALL BE 1-3/4" . ALL ANCHOR BOLTS SHALL INCLUDE A MINIMUM 0.229”X3”X3” <br />STEEL PLATE WASHER. THE HOLE IN THE PLATE WASHER SHALL BE PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF <br />UP TO 3/16” LARGER THAN THE BOLT DIAMETER AND A SLOT LENGTH NOT TO EXCEED 1-3/4" PROVIDED A STANDARD CUT <br />WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT. THE PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF THE <br />EDGE OF THE BOTTOM PLATE ON THE SIDE(S) FOR SHEATHING WITH SHEAR DESIGN VALUES EXCEEDING 400 PLF. <br />23.WHEN FASTENERS CONNECTING THE TWO FRAMING MEMBERS ARE SPACED LESS THAN 4" IN CENTER, THEY SHALL BE <br />STAGGERED. <br />24.WHERE ANY OF THE FOLLOWING CONDITIONS OCCUR, THE WIDTH OF THE NAILED FACE OF A COMMON FRAMING MEMBER OR <br />BLOCKING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR GREATER AND NAILING SHALL BE STAGGERED AT ALL PANEL <br />EDGES: <br />24.1. NAIL SPACING OF 2" ON CENTER AT ADJOINING PANEL EDGES IS SPECIFIED, OR <br />24.2. 10D COMMON NAILS HAVING PENETRATION INTO FRAMING MEMBERS AND BLOCKING OF MORE THAN 1-1/2" ARE SPECIFIED AT <br />3" ON CENTER,OR LESS AT ADJOINING PANEL EDGES, OR <br />24.3.THE NOMINAL UNIT SHEAR CAPACITY OF THE SHEAR WALL EXCEEDS 350 PLF.PROVIDE 3X SILL/BOT PLATE AND FRAMING <br />MEMBERS FOR SHEAR WALLS WHERE ALLOWABLE SHEAR VALUE EXCEEDS 350 PLF. <br />25. ALL STEEL CONNECTORS INCLUDING BOLTS, SCR EWS AND N AILS USED IN EXTERIOR STR UCTURE OR EXP OSED TO WEATHER <br />S HAL L B E S T A I N L E S S S T E E L OR H OT -D I P G A LV A N I Z E D . F A ST EN E R S I N P R E SE R V A TI V E T R E A T E D W OO D O R F IR E R E TAR DA N T <br />TREATED WOOD SHALL BE OF HOT DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL. <br />26. ALL EXTERIOR WOOD MEMBERS (I.E. PLYWOOD, LUMBER, TIMBER,NAILERS, ETC.) SHALL BE CLASSIFIED FOR PRESSURE TREATED <br />OR EXTERIOR GRADE <br />DATE: <br />P.M.: <br />DRAWN BY: <br />JOB NO.: <br />30211 Avenida de las Banderas, Suite 200, Rancho Santa <br />Margarita, California, 92688 <br />909-257-7040 WWW.BNDESIGNBUILDINC.COM <br />THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF BN <br />DESIGN BUILD AND SHALL NOT BE USED FOR ANY OTHER WORK <br />EXCEPT BY AGREEMENT WITH BN DESIGN BUILD. <br />D E SI GN <br />B U I L D <br />CNI <br />UNIT 2, 606 S VAN <br />NESS AVE, <br />SANTA ANA, <br />CA 92701 <br />ACCESSORY <br /> DWELLING <br /> UNIT <br />REV DATE REMARKS <br />M.A. <br />ISSUED FOR PERMIT12.17.20240 <br />07.13.2025 <br />20241149 <br />ISSUED PER CITY PERMIT07.13.20251 <br />S1.21 <br />TYPICAL WOOD DETAILS <br />07/15/2025 <br />EXP. 06-30-2026