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2515 & 2517 N Cotter St - Plan
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Last modified
6/6/2025 1:19:14 PM
Creation date
6/6/2025 1:18:27 PM
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Plan
Permit Number
101120876
101120877
101120878
Full Address
2517 N Cotter St
2515 N Cotter St
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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.1 <br />4 <br /> OUT OFSPAN ONLY <br />BORED HOLE <br />STUDSIZE <br />EXTERIOR & BEARING WALLS <br /> NON- BEARING WALLS <br />2x4 1 7 16 "2 1 8" <br />2x6 2 3 16 "3 5 16 " <br />2-2x4 2 1 8"2 1 8" <br />2-2x6 3 5 16 " 2 3 16 " <br />NOTCH DEPTH <br />2x4 <br />2x6 <br />7 8" 1 7 16 " <br />1 3 8" 2 3 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 />STUDSIZE <br />EXTERIOR & BEARING WALLS <br /> NON- BEARING WALLS <br />3" max. <br />1 2 DEPTH <br />DEPTH <br />3" max. <br />21 <br />5 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 />POWER VENT <br />PVC PER MECH. <br />FIRESTOP SEALANT ALL <br />AROUND SPECIFIED <br />TECHNOLOGIES <br />SPECSEAL 100 OR EQ. <br />5/8" "TYPE "X" 1-HR <br />GYP. BD. <br />1/4" ALL AROUND HOOD FILL GAP W/ <br />PAINTABLE SEALANT <br />1 1/2" PER INSTALLATION REQ. <br />MILCOR PLASTER STOP CONT. <br />BETWEEN SIDE WALLS OF HOOD TACK <br />WELD TO HOOD COLLAR <br />4" <br />PVC VENT PIPE TERMINAL W/ WIRE <br />SCREEN FABRIC PER POWER VENT <br />SUPPLIER <br />(2) 2x BLOCKING T&B OF OPENING <br />METAL PLATE COLLAR <br />CONTINOUS AROUND <br />VENT PIPE SUPPLIED BY <br />POWER VENT SUPPLIER <br />SELF ADHERING FLASHING <br />3 1/2" <br />3" ALL AROUND <br />1" H ARCH FROM <br />SPRING POINT <br />HOOD WIDTH 4" <br />7" <br />7/8" THK. EXTERIOR PLASTER O/ GALV. <br />MTL. LATH O/ BLDG PAPER <br />SELF ADHERING FLASHING INSTALL ALL <br />AROUND OPENING <br />FIRESTOP SEALANT ALL AROUND <br />SPECIFIED TECHNOLOGIES SPECSEAL <br />100 OR EQUAL <br />'J' MOLD ALL 4 SIDES <br />5 1/2" ARCH SPRING POINT TO <br />BOTTOM OF HOOD <br />MILCOR PLASTER STOP BEYOND HOOD <br />HOOD COLLAR 22 GA. MTL. PRIME & <br />PAINT <br />1/ <br />8 <br />" <br />MA <br />X <br />. <br />2" <br />S <br />LIGHT <br />SWITCH <br />30"X30" <br />ACCESS <br />OPENING <br />20' MAX <br />30" <br />LIGHT <br />OVER <br />CONTROLS <br />WORKING SPACE <br />AT CONTROLS <br />PROVIDE POSITIVE <br />ELECTRICAL <br />DISCONNECT (SEC 509) <br />60 <br />" <br /> <br />M <br />I <br />N <br />SEC <br />906B <br />NOTE: <br />COMBUSTION AIR USE ATTIC VENTILATION PLUS 1 S.I PER 40,000 BTU. <br />PASSAGEWAY TO THE MECHANICAL EQUPT IN THE ATTIC SHALL BE <br />UNOBSTRUCTED AND HAVE CONTINUOUS SOLID FLOORING NOT LESS THAN <br />24" WIDE NOT MORE AND 30" LENGTH THROUGH THE ATTIC <br />30 <br />" <br /> <br />M <br />I <br />N <br />CL <br />E <br />A <br />R <br />A PERMANENT 120V <br />RECEPTACLE OUTLET SHALL <br />BE INSTALLED NEAR THE <br />APPLIANCE. (CMC 304.4.4) <br />3/4"PLYWOOD NAILED TO FRAMING W/ <br />8D NAILS @ 6"/12" W/ A35'S OR EQUAL <br />AT EACH CORNER OF NEW UNIT <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 />25 <br />1 <br />7 <br /> <br />C <br />O <br />T <br />T <br />E <br />R <br /> <br />S <br />T <br />. <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <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 CALIFORNIA <br />C-39025 <br />REN. 08/31/25 <br />BAO PHAM <br />ARCHITECT OF RECORD: <br />BAO PHAM, RA <br />13 <br />1 <br />0 <br /> <br />N <br /> <br />H <br />A <br />R <br />B <br />O <br />R <br /> <br />B <br />L <br />V <br />D <br />. <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br /> <br />| <br /> <br /> <br />b <br />a <br />o <br />@ <br />b <br />p <br />d <br />o <br />- <br />a <br />r <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />s <br />. <br />c <br />o <br />m <br /> <br /> <br />| <br /> <br /> <br />7 <br />1 <br />4 <br />. <br />4 <br />5 <br />7 <br />. <br />0 <br />4 <br />3 <br />6 <br />DE <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <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 />2024.06.28 PLANNING SUBMTTAL <br />2024.08.05 CYCLE 1 SUBMITTAL <br />DE <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />: <br />25 <br />1 <br />5 <br /> <br />C <br />O <br />T <br />T <br />E <br />R <br /> <br />S <br />T <br />. <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <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 />SCALE:11 VENT AT EXTERIOR WALL <br />NTS <br />SCALE:12 ATTIC FAU <br />NTS <br />ANCHORAGE OF EQUIPMENT (CMC 303.4) <br />THE FURNACE SHALL BE PROPERLY ANCHORED AND SUPPORTED TO SUSTAIN VERTICAL AND <br />HORIZONTAL LOADS WITHIN THE STRESS <br />LIMITATIONS SPECIFIED IN THE CALIFORNIA BUILDING CODE. <br />IN ATTIC FURNACE INSTALLATIONS, WHERE THE UNIT IS NOT RIGIDLY ATTACHED TO THE <br />STRUCTURE, LATERAL BRACING MUST BE PROVIDED - TYPICALLY STRAPS RUNNING AT A 45 <br />DEGREE ANGLE FROM EACH CORNER OF THE UNIT TO RIGID FRAMING MEMBERS AND TIGHT <br />ENOUGH TO PREVENT HORIZONTAL MOVEMENT. CONCERNS ABOUT VIBRATION <br />MUST BE ADDRESSED WITH ISOLATION DEVICES, NOT BY OMITTING REQUIRED SUPPORTS. <br />2515 & 2517 N <br />Cotter St5/1/2025
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