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5/8" TYPE "X" GYP. BD. <br />(N) 5/8" TYPE "X" GYP. BD. <br /> STUDS WALL PER PLAN <br />ELECTRICAL OUTLET OR <br />OTHER OPENING <br />DI <br />A <br />M <br />E <br />T <br />E <br />R <br /> <br />O <br />F <br /> <br />C <br />R <br />O <br />W <br />N <br />TO <br /> <br />B <br />E <br /> <br />D <br />I <br />A <br />M <br />E <br />T <br />E <br />R <br /> <br />O <br />F <br />WA <br />L <br />L <br /> <br />O <br />P <br />E <br />N <br />I <br />N <br />G <br /> <br />P <br />L <br />U <br />S <br /> <br />1 <br />" <br />EA <br />C <br />H <br /> <br />S <br />I <br />D <br />E <br />5/8" <br />FIRE-RATED GYP. <br />BOARD/STUD WALL ASSEMBLY <br />PIPES, DUCTS, ETC. - PROVIDE <br />NOM. 1" ANNULAR SPACE ALL AROUND <br />OPTIONAL FORMING MATERIAL - <br />RECESSED 1/2" FROM THE SURFACE <br />FOR FS900 MATERIAL (MINERAL WOOL. <br />POLYSTYRENE, ETC. <br />ADDITIONAL MATERIAL ADDED TO <br />FORM 5/8" CROWN AROUND PENETRATION <br />AND LAPPING 1" BEYOND OPENING <br />1 <br />4 <br />2 <br />1 4"min. <br />1 <br />4 <br /> OUT OF <br />SPAN ONLY <br />BORED HOLE <br />STUD <br />SIZE <br />EXTERIOR & <br /> BEARING <br /> WALLS <br /> NON- <br /> BEARING <br /> WALLS <br />2x4 1 7 16 "2 1 8" <br />2x6 2 3 <br />16 "3 5 16 " <br />2-2x4 2 1 8"2 1 8" <br />2-2x6 3 5 16 "2 3 <br />16 " <br />NOTCH DEPTH <br />2x4 <br />2x6 <br />7 8"1 7 16 " <br />1 3 <br />8"2 3 <br />16 " <br />1.NOTCH DEPTH & <br />BORE HOLE <br />SEE TABLE BELOW <br />2.STUD <br />3.SILL PLATE <br />4.HOLE EDGE <br />DISTANCE 5/8" MIN <br />GC NOTE <br />BORE HOLES NOT <br />PERMITTED IN MORE <br />THAN TWO <br />CONSECUTIVE <br />DOUBLE STUD <br />STUD <br />SIZE <br />EXTERIOR & <br /> BEARING <br /> WALLS <br /> NON- <br /> BEARING <br /> WALLS <br />3" max. <br />1 <br />2 DEPTH <br />DEPTH <br />3" max. <br />21 <br />5 <br />3 <br />4 <br />4 <br />5 <br />6 <br />63 <br />7 <br />1.NOTCH IN PLATE <br />2.1 3/4" MAX IF BORED HOLE EXCEED 1 <br />3/4" IN 2X4 TOP PLATE OR 2 2/4" IN <br />2X6 TOP PLATE STRAP E/S OR PLATE <br />W/ ITEM #3 BELOW <br />3.SIMPSON CS18X14 LONG MTL STRAP, <br />TYP @ EACH PLATE CUT W/ (6) 16D <br />EACH SIDE <br />4.PIPE WHERE OCCURS <br />5.TOP PLATE / SILL PLATE <br />6.ANCHOR BOLTS PER PLAN <br />7.LOCATE ANCHOR BOLTS 5" MIN / 9" <br />MAX AWAY FROM NOTCH OR OF <br />PLATE <br />GC NOTE <br />IF NOTCH OR HOLE EXCEED 50% OF TOP <br />PLATE WIDTH, STAGGER @ E/S OF PLATE <br />USE SIMPSON IF NEEDED <br />5/8" G.W.B <br />1X4 VERT. GRAIN <br />DOUGLAS FIR, PAINTED <br />FLOORING PER <br />SCHEDULE <br />SIDING PER PLAN <br />CONCRETE CURB PER STRUCT <br />GRADE <br />8" <br /> <br />M <br />I <br />N <br />. <br />4" <br />PRESSURE <br />TREATED SILL <br />SHEATHING PER STRUCT <br />DRAIN SLOTS <br />VENT CAP TO MATCH <br />ROOF MATERIAL <br />RAFTERS <br />RIDGE VENT <br />AIR SLOTS <br />ROOFING <br />MATERIAL <br />RIDGE BOARD <br />24 GA ( CORROSION RESISTANT MTL) VALLEY <br />FLASHING 24" WIDTH CONT. ON # 30 ROOF <br />FELT ON SISAL KRAFT PAPER OR EQUAL <br />12"12" <br />4" <br />VENT CAP <br />LEAD FLASHING HAND <br />FROM TO SHAPE CRIMP <br />OVER PLUMBING VENT <br />GALV. PLUMBING VENT <br />ROOFING MATERIALS <br />PER PLAN <br />PLUMBING WATER <br />HEATER OR F.A.U VENT <br />LEAD COLLAR <br />SKIRT AND <br />STEEL BOOT <br />BY GC <br />ROOF STRUCTURE <br />ROOF SHEATHING <br />2X BLOCKING <br />2X LEDGER <br />PLYWOOD SHEAR <br />PANEL - WHERE APPLIES <br />ROOFING <br />COUNTER FLASHING <br />UNDER ROOM ON TOP <br />OF PAPER <br />1X6 CONT. WOOD NAILER <br />Z FLASHING PAINT <br />TO MATCH ADJ. FACE <br />HANGER <br />ROOF RAFTERS OR <br />ENGINEERED TRUSS - <br />PER PLAN <br />B <br />A <br />O <br /> <br /> <br />P <br />H <br />A <br />M <br /> <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br /> <br /> <br />O <br />F <br />F <br />I <br />C <br />E <br />LICENSED ARCHITECT <br />STATEOF C ALIFORNIA <br />C-39025 <br />REN. 08/31/25 <br />BAO PHAM <br />ARCHITECT OF RECORD: <br />BAO PHAM, RA <br />1310 N <br /> <br />HAR <br />BOR <br />BLV <br />D. <br />SA <br />NTA A <br />NA <br /> <br />CA 92703 <br />| <br /> bao@bpd <br />o-ar <br />chit <br />e <br />cts.co <br />m <br /> <br /> | 714 <br />. <br />4 <br />5 <br />7.0436 <br />JA <br />D <br />U <br /> <br />C <br />O <br />N <br />V <br />E <br />R <br />S <br />I <br />O <br />N <br />1 <br />ISSUANCE <br />Designed plans and specifications <br />represented by these drawings are <br />properties of BPDO and were <br />developed for use in connection with <br />each particular project. None of these <br />plans and ideas shall be used, <br />duplicated, disclosed, in part or in <br />whole, without written permission of <br />BPDO. <br />82 <br />0 <br /> <br />N <br /> <br />E <br />U <br />C <br />L <br />I <br />D <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 />3 <br />2024.07.30 CYCLE 1 PLN SUBMITTAL <br />2024.10.14 CYCLE 2 PLN SUBMITTAL <br />2024.12.10 CYCLE 1 BLDG SUBMITTAL <br />82 <br />0 <br /> <br />N <br />. <br /> <br />E <br />U <br />C <br />L <br />I <br />D <br /> <br />S <br />T <br />, <br /> <br />U <br />N <br />I <br />T <br /> <br />1 <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 />3 <br />MA <br />I <br />N <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />: <br />JA <br />D <br />U <br />: <br />SCALE:2 TYPICAL OPENING @ RATED WALL <br />1-1/2" = 1'-0" <br />SCALE:3 PENETRATION @ 1 HR CONSTRUCTION <br />NTS <br />SCALE:1 STUD NOTCHING / BORING LIMITS <br />NTSSCALE:4 BORE HOLES <br />NTS <br />SCALE:6 EXTERIOR WALL CURB <br />1-1/2" = 1'-0" <br />SCALE:5 TYPICAL INTERIOR WALL BASE <br />3" = 1'-0" <br />ROOF AND WALL <br />DETAILS <br />SCALE:7 ROOF RIDGE <br />1 1/2" = 1'-0" <br />SCALE:8 ROOF VALLEY <br />1 1/2" = 1'-0" <br />SCALE:9 VENT PIPE THRU ROOF <br />NTS <br />SCALE:10 ROOF WALL FLASHING <br />1 1/2" = 1'-0" <br />A3.1 <br />FLOOD ZONE- 820 N <br />Euclid St Unit #15/8/2025