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HOLD- 829 N Garfield St - Plan
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Last modified
6/1/2025 12:11:36 PM
Creation date
6/1/2025 12:11:15 PM
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Plan
Permit Number
20583473
20583704
30547537
40539325
105120166
Full Address
829 N Garfield St
829 N Garfield St Unit# 1
Permit Number (Not in SAPIN)
20583408
20583409
20583410
20583411
20583412
20583413
20583414
20583416
20583417
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DRAG STRAP: FLUSH BEAM TO TP 2 <br />DRAG STRAP: DROP BEAM TO TP 3 <br />2ND LEVEL SHEAR WALLS & SHEAR TRANSFER AT ROOF 4 <br />PERP FLUSH BM SUPPORT AT WALL 6PERP DROP BM SUPPORT AT WALL 11 <br />DIAPHRAGM CUT-OUT RETROFITS 7 <br />SHR TRANS. @ (N) SW (PERP. FLR)14 <br />NOT USED 15NOT USED 20 <br />NEW CEILING BEAM AT (E) FRAMING 19 <br />NEW OPENING IN (E) WALL 18 <br />(N) INFILL WALL AT (E) OPENING 17 <br />HORIZ. DRAG STRAP OVER WALL 16TYP SHEAR TRANSFER DETAIL 21 <br /> TYP HANDRAIL TO STUD WALL 23 <br />NOT USED 24 <br />NOT USED 25NOT USED 30 <br />NOT USED 26 <br />SHR TRANS. @ (N) SW (PARALLEL FLR)13 <br />OFFSET BEARING WALLS 12NOT USED 27 <br />NOT USED 28 <br />NOT USED 29 <br />VERT STRAP ABOVE TO POST BLW 1 <br />COIL STRAP END <br />LENGTH OF PER TABLE <br />COIL STRAP TABLE <br />STRAP <br />CS16 <br />CS14 <br />MIN. END <br />LENGTH <br />13'' <br />16'' <br />11-10d <br />CMST14 <br />CMST12 <br />39-10d <br />49-10d <br />MIN. NAILS <br />EACH END <br />15-10d <br />36'' <br />44'' <br />SHEAR PANEL WHERE <br />OCCURS PER PLAN <br />SHIM TO KEEP STRAP <br />STRAIGHT <br />STRAP PER PLAN <br />CALLOUTS <br />POST OR MULTI STUDS PER PLAN <br />(INSTALL BN AT SHEAR PANELS) <br />CONTINUOUS RIM/BEAM & SHEAR <br />TRANSFER PER DETAIL 21/SD3 <br />FLOOR SHEATHING <br />FLOOR JOISTS - SEE FRAMING PLAN FOR <br />ADDITIONAL INFORMATION <br />LSL, LVL OR PSL VERTICAL BLOCK BELOW <br />POST ABOVE MIN. 2'' WIDER THAN POST <br />POST OR MULTI STUDS PER PLAN <br />(INSTALL BN AT SHEAR PANELS) <br />COIL STRAP END <br />LENGTH OF PER TABLE <br />SHEAR PANEL WHERE <br />OCCURS PER PLAN <br />* <br />NOTE : REFER TO THE SHEAR WALL <br />SCHEDULE ON THE FRAMING PLANS FOR <br />SHEAR & CONNECTOR REQUIREMENTSBEAM PER PLAN <br />FLUSH BEAM PER PLAN <br />STUD WALL PER PLAN <br />2-2X TOP PLATES <br />POST OR MULTI STUDS PER PLAN <br />(INSTALL BN AT SHEAR PANELS). <br />2-2X TOP PLATES <br />DRAG STRAP PER PLAN (MSTA36 <br />MIN) (HALF STRAP TO EACH <br />MEMBER) <br />BEAM PER PLAN <br />A35 AT TOP AND BOTTOM OF POST EACH SIDE <br />OR BM TO TOP PLATE EACH SIDE AS SHOWN <br />TRIMMER & KING <br />STUDS PER PLAN. 2X <br />TRIM & 2X KS MIN. <br />STUD WALL PER PLAN <br />2-2X TOP PLATES <br />DRAG STRAP PER PLAN (MSTA36 <br />MIN) (HALF STRAP TO EACH <br />MEMBER) <br />BOTTOM PLATE <br />MSTC40 STRAP AT TOP <br />PLATES U.N.O <br />DROP BEAM PER PLAN <br />A35 AT TOP AND BOTTOM <br />OF POST EACH <br />SIDE OR BM TO TOP PLATE <br />EACH SIDE AS SHOWN <br />2-2X TOP PLATES ADD SHIM WHERE WIDTH OF <br />BEAM IS NARROWING THAN <br />POST <br />2X KING STUD <br />EACH SIDE <br />POST OR <br />2-2X <br />SEE PLAN <br />TOP VIEW <br />2X KING STUD W/ 16d AT 8'' <br />O.C. TO POST AND 4-16D TO <br />BM, EA SIDE OF BM <br />POST PER PLAN <br />A35 AT TOP AND <br />BOTTOM OF POST <br />EACH SIDE OR BM TO <br />TOP PLATE EACH SIDE <br />AS SHOWN <br />NAIL SILL/ SOLE PLATE TO POST WITH <br />4-16d AT 4X POST AND 6-16d AT 6X <br />POST <br />SOLE PLATE AND <br />SHEAR TRANSFER PER <br />DETAIL 21/SD2 <br />SILL PLATE WITH <br />ANCHOR BOLTS PER <br />ANCHOR BOLT <br />SCHEDULE <br />PROVIDE ANCHOR BOLT <br />WITHIN 4'' OF EA SIDE OF STUD <br />OR POST AT SILL PLATE <br />CONDITION <br />BEAM PER <br />PLAN <br />FLOOR SHEATHING <br />FLOOR JOIST 2X BLOCKING <br />AT CS14 STRAPS. USE 4X' <br />BLKG AT WIDER STRAPS <br />STRAP PER PLAN <br />CALLOUT <br />FLOOR JOIST 2X PER PLAN <br />BOUNDARY NALING <br />OVER BLOCKING <br />2-2X TOP PLATES <br />(E) FLOOR JOISTS. SEE <br />FRAMING PLANS <br />(E) FLOOR JOISTS PER PLAN <br />(N) FLOOR SHEATHING OVER (E) <br />1X DIAG DECKING. <br />(E) WALL ABOVE <br />(N) 2 - 14" Ø X 6" LONG SDS SCREW AT 6" <br />O.C. FROM (N) 4X BLKG ALIGNED WITH <br />WALL ABOVE TO (N) BLOCKING OVER <br />OVER WALL AT 6" O.C. <br />(E) BLKG BETWEEN <br />JOISTS <br />(E) 4X BLKG BELOW OFFSET <br />BEARING WALL ABOVE <br />2X FULL DEPTH BLKG AT 4'-0" O.C. <br />W/ BN FROM ROOF SHEATHING AND <br />2-16d END NAILED FROM ROOF <br />RAFTER <br />AT PERP. ROOF RAFTER <br />CONDITIONS: INSTALL 2X BLOCKING <br />(N) OR (E) ROOF RAFTER (MATCH SIZE OF <br />EXISTING FRAMING) WITH ROOF <br />FOUNDATION NAILING & SHEAR <br />TRANSFER TO CRIPPLE SHEAR WALL <br />BELOW <br />BOUNDARY NAILING (BN) <br />2-2X TOP PLATES <br />(E) ROOF RAFTERS <br />(E) ROOF SHEATHING <br />SHEAR PANEL <br />WHERE OCCUR. SEE PLAN <br />FOR SHEAR WALL TYPE <br />BOUNDARY <br />NAILING (BN) <br />CEILING JOIST <br />* <br />* <br />* <br />SHEAR PANEL <br />WHERE OCCUR. SEE PLAN <br />FOR SHEAR WALL TYPE <br />BOUNDARY <br />NAILING (BN) <br />SHEAR PANEL, <br />BOUNDARY NAILING & <br />SOLE PLATE NAILING <br />PER THE SHEAR <br />SCHEDULE <br />PERPENDICULAR <br />CEILING JOISTS <br />* <br />* <br />* <br />(N) CRIPPLE 2X4 CRIPPLE WALL WITH <br />STUDS AT 16" O.C. PROVIDE <br />SHEAR PANEL & NAILING PER <br />SHEAR WALL BELOW. <br />(N) 2X4 AT 48" O.C., LAP WITH STUD & EXTEND <br />TO NEAREST (E) CEILING JOIST ON BACKSIDE <br />OF SHEAR PANEL. NAIL W/ 2-16D AT STUDS, <br />AND 2-16D END NAILS AT CEILING JOIST <br />(N) CRIPPLE WALL W/ SHEAR <br />PANEL AND NAILING TO <br />MATCH SHEAR WALL BELOW <br />WHERE OCCURS <br />(N) SHEAR PER PLAN <br />(N) CONT 3X6 MIN WITH 1 4" Ø SDS STAGG <br />SCREWS PER THE SHEAR SCHEDULE TO <br />BLOCKING OR RIM OVER WALL. SEE PLAN <br />FOR EXTENT. <br />(N) UPPER LAYER SHEATHING O/ (E) DIAG <br />1X DECKING. BOUNDARY NAILING TO <br />BLOCKING / CONT MEMBERS PER 15/SD3 <br />(E) 2X JOIST PER PLAN <br />(N) 3 4" SHEATHING, CUT TO MATCH <br />DAMAGED/CUT-OUT DIAPHRAGM & <br />BOUNDARY NAIL ALL EDGES. <br />(N) 2X BLKG OR CONTINUOUS <br />RIM WITH 2-16d AT 6" O.C. USE <br />3X WHERE REQUIRED TO <br />ACHIEVE BN <br />2 LAYER DIAPHRAGM: <br />2ND LAYER : (N) 15 32" FLOOR SHEATHING (UPPER LAYER) <br />1ST LAYER : (E) 1X DIAG. DECKING. SEE PLAN CALLOUT <br />2 LAYER DIAPHRAGM (RETROFIT DIAPHRAGM CUT OUTS) <br />2ND LAYER : (N) 15 32" FLOOR SHEATHING (UPPER LAYER) <br />1ST LAYER : (N) FLOOR SHEATHING (USE THICKNESS TO MATCH 1X DECKING) <br />PLAN VIEW - RETROFIT AT DIAPHRAGM OPENINGSA <br />A <br />(E) DIAG. 1X DECKING <br />(N) HORIZONTAL CS14 STRAP INSTALLED <br />OVER UPPER LAYERS. EXTEND 4'-0" PAST <br />EDGE OF OPENING EACH SIDE. <br />(N) 2X BLOCKING BELOW STRAP <br />(E) FLOOR JOIST, SEE <br />FRAMING PER PLAN <br />STITCH NAIL (N) 2X6 TO (E) JOIST <br />WITH 16d AT 6" O.C. STAGGERED <br />(N) CONT 2X6. USE 3X6 WHERE <br />REQUIRED TO PROVIDE BN. <br />STITCH NAIL (N) 2X6 TO (E) JOIST <br />WITH 16d AT 6" O.C. STAGGERED <br /> 2 <br />' <br /> <br />P <br />A <br />S <br />T <br /> <br />O <br />P <br />E <br />N <br />I <br />N <br />G <br />SM <br />A <br />L <br />L <br />E <br />R <br /> <br />T <br />H <br />A <br />N <br /> <br />6 <br />' <br /> <br />L <br />O <br />N <br />G <br />, <br />& <br />4 <br />' <br /> <br />M <br />I <br />N <br />I <br />M <br />U <br />M <br /> <br />P <br />A <br />S <br />T <br />LA <br />R <br />G <br />E <br />R <br /> <br />O <br />P <br />E <br />N <br />I <br />N <br />G <br />S <br /> <br />( <br />U <br />P <br />TO <br /> <br />1 <br />0 <br />' <br /> <br />L <br />O <br />N <br />G <br />) <br />, <br /> <br />T <br />Y <br />P <br />BN, TYPICAL <br />PROVIDE 3X ADJOINING <br />BLOCKING AT PERP. EDGE OF <br />CUT OUT & BOUNDARY NAIL EACH <br />SIDE. <br />4'-0" MIN <br />(N) UPPER LAYER OF SHEATHING <br />SEE SN-0 & 15/SD3 FOR ADD'L INFO. NAILING <br />AT UPPER LAYER NOT SHOWN FOR CLARITY <br />(E) WALL OR RAISED FLOOR BEAM <br />BELOW WHERE OCCURS <br />(N) BLOCKING, SHAPE & INSTALL FLUSH <br />WITH FACE OF WALL BLW (SHIM WITH 12" <br />PLY WHERE REQUIRED) <br />(E) BEARING WALL <br />BELOW <br />CONNECT BLKG TO (E) JOIST ENDS <br />WITH 1-A35 EACH END. STAGGER A35 <br />TO CONFLICT BETWEEN BAYS <br />(N) CONT 2X6 (OR BLKG AT PERP. <br />FRAMING) TO LAP WITH BOTTOM OF 1X <br />DECKING BELOW SILL TO RECEIVE BN. <br />CONNECT TO (E) JOIST (OR BLKG) OVER <br />WALL WITH A35'S PER THE SHEAR PER <br />THE SHEAR SCHEDULE (24" O.C. MIN.) <br />** <br />(N) SOLE PLATE NAILING PER <br />THE SHEAR SCHEDULE <br />(E) STUD WALL PER PLAN <br />(N) SHEAR PER PLAN <br />* <br />* <br />(N) HEADER PER PLAN <br />CONNECT HEADER TO KING <br />STUD PER SCHEDULE ON 1/SD3 <br />(N) TRIMMERS PER SCHEDULE <br />ON 1/SD3 U.N.O ON PLANS <br />(E) STUD, SPAN HEADER TO EXISTING <br />FRAMING. PROVIDE ADDITIONAL KINGS <br />STUDS WHERE REQUIRED PER PLAN <br />OR SCHEDULE ON 1/SD3 <br />OPENING <br />PER ARCH <br />(E) STUDS, CUT & FRAME AS <br />CRIPPLES, TOP & BOTTOM <br />AT WINDOW OPENING, USE (N) MIN <br />2-2X SILL & CONNECT TO KING STUDS <br />PER NAILING SCHEDULE ON 1/SD3. <br />(E) HEADER, KS & TRIMMERS <br />(N) 2X4 STUDS AT 16" O.C. AT 4" <br />WALLS. TOE NAIL TO HEADER <br />ABOVE AND (N) SILL PLATE BELOW <br />WITH 2-16d T&B <br />(E) OPENING <br />TO BE <br />ABANDONED <br />(N) SILL PLATE. PROVIDE SILL PLATE <br />NAILING PER THE SHEAR SCHEDULE. <br />WHERE NEW SILL IS AT A SHEAR WALL <br />LOCATION, INSTALL CS14 STRAP OVER <br />SIDE OF SILL PLATE & EXTEND 2' TO <br />ADJACENT (E) SILL PLATES EACH SIDE <br />(E) WALL TOP PLATES <br />MSTC28 STRAP AT <br />SPLICE <br />(N) SHEAR PER PLAN <br />(N) CONT 3X6 MIN WITH 1 4" Ø SDS STAGG <br />SCREWS PER THE SHEAR SCHEDULE TO <br />BLOCKING OR RIM OVER WALL. SEE PLAN <br />FOR EXTENT. STRAP WITH MSTC28 AT <br />SPLICES <br />(N) UPPER LAYER SHEATHING O/ (E) DIAG <br />1X DECKING. BOUNDARY NAILING TO <br />BLOCKING / CONT MEMBERS PER 15/SD3 <br />(E) 2X JOIST PER PLAN <br />(E) WALL OR RAISED FLOOR BEAM <br />BELOW WHERE OCCURS <br />(N) 2X6 BLKG TO LAP WITH BOTTOM OF <br />1X DECKING BELOW SILL TO RECEIVE BN. <br />CONNECT TO (E) JOIST (OR BLKG) OVER <br />WALL WITH A35'S PER THE SHEAR PER <br />THE SHEAR SCHEDULE (24" O.C. MIN.) <br />** <br />(N) SOLE PLATE NAILING PER <br />THE SHEAR SCHEDULE <br />(E) STUD WALL PER PLAN <br />(N) SHEAR PER PLAN <br />* <br />* <br />(E) PARALLEL <br />CEILING JOISTS <br />(N) CEILING BEAM <br />PER PLAN <br />(N) SIMPSON HANGERS. HU AT <br />2X JOISTS <br />(E) PERPENDICULAR 2X <br />CEILING JOISTS(E) CEILING LINE <br />CONT (E) 112" WIDE RIM <br />(DEPTH TO MATCH FRAMING) <br />W/ A35 OR LTP4 PER SHEAR <br />SCHEDULE <br />2X JOIST SEE PLAN <br />STUD WALL W/ SHEAR PANEL <br />WHERE OCCURS <br />BN <br />BN CONT PARALLEL OR <br />PERP FRAMING AT INT. <br />CONDITIONS <br />FLOOR SHEATHING <br />2X SOLE PLATE W/ NAIL OR <br />SCREW PER SHEAR SCHEDULE <br />STUD WALL W/ SHEAR PANEL <br />WHERE OCCURS <br />JOIST BAYS AT WIDER SHAFTS 22 <br />(N) SHAFT WITH WIDTH <br />LARGER THAN (E) JOIST BAY <br />REQUIRING HEADOUT. <br />WHERE SHAFT FITS WITHIN <br />EXISITNG JOIST BAY, <br />RETROFIT IS NOT REQUIRED <br />30" MAX <br />(E) 2X FLOOR JOIST. <br />HEAD-OUT AT CONFLICT <br />WITH SHAFT USSING 2-2X <br />& CONNECT USING 1-A35 <br />CONNECT (N) 2-2X <br />HEADOUT TO JOISTS/RIM <br />EACH SIDE WITH 1-35 <br />2X AT EDGE OF SHAFT, <br />CONNECT TO HEAD-OUTS <br />WITH 2-16d TOE NAILS <br />SHAFT WALL ABOVE/BLW <br />PARTY WALL ABOVE/BLW <br />WHERE OCCURS <br />(E) FLOOR JOIST. <br />SISTER WITH (N) JOIST <br />(SIZE TO MATCH <br />EXISTING). LAMINATE <br />WITH 2-ROWS OF 16D AT <br />12" O.C. <br />(N) FLOOR JOIST TO <br />MATCH (E) JOIST DEPTH. <br />MAY BE INSTALLED ON <br />EITHER SIDE <br />NOTE : BOUNDARY NAIL FOOR <br />DECKING/SHEATHING ALL AROUND SHAFT <br />1 <br />X <br />EXTENTION(E) RAIL <br />(E) RAIL <br />RAIL EXTENTION WHERE <br />REQUIRED. PROVIDE (N) <br />ATTACHMENT AS <br />REQUIRED AS SHOWN <br />BELOW <br />(E) SUPPORT, SPLICE <br />RAIL NEAR (E) WALL <br />SUPPORT OR PROVIDE <br />(N) ATTACHMENT AS <br />SHOWN BELOW <br />11 <br />2" <br />3" <br />4X BLOCKING <br />IN WALL <br />NAIL STUD TO 4X <br />BLOCKING <br />USING 2-16d AT T&B <br />HANDRAIL BY OTHERS <br />USE MIN. 1.5 X 1.5 X 1 <br />8" <br />STANCHION <br />CONNECT HANDRAIL USING <br />2-#14 WOOD SCREWS X 3" <br />WITH MIN 1.5" PENETRATION <br />INTO 4X BLOCK. <br />2X STUD WALL 2X STUDS <br />ELEVATION VIEWSECTION VIEW <br />11 <br />2" <br />1 <br />ALL DRAWINGS & WRITTEN MATERIAL HEREIN CONSTITUTES THE <br />ENGINEER'S ORIGINAL WORK. THE SAME SHALL NOT BE DUPLICATED, <br />USED, OR SHARED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE <br />ENGINEER. ESSE'S ALL RIGHTS RESERVED <br />947 E. FAIRWAY DRIVE, <br />ORANGE, CA 92866 <br />(714) 400 - 5584 <br />NO.DATE ISSUE <br />SHEET NO. <br />GA <br />R <br />F <br />I <br />E <br />L <br />D <br /> <br />R <br />E <br />S <br />T <br />O <br />R <br />A <br />T <br />I <br />O <br />N <br /> <br />/ <br /> <br />R <br />E <br />M <br />O <br />D <br />E <br />L <br />VV <br />S <br /> <br />E <br />S <br />T <br />A <br />T <br />E <br />S <br /> <br />L <br />L <br />C <br />82 <br />9 <br /> <br />N <br />. <br /> <br />G <br />A <br />R <br />F <br />I <br />E <br />L <br />D <br /> <br />S <br />T <br />R <br />E <br />E <br />T <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 />1 <br />07-09-2024 <br />ELIE SAYEGH, PE <br />0127 <br /> <br /> <br />DOCUMENTS ORIGINAL ISSUE DATE: <br />PROJECT ENGINEER: <br />PROJECT NO. <br />2N <br />D <br /> <br />P <br />L <br />A <br />N <br /> <br />C <br />H <br />E <br />C <br />K <br /> <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br />2ND PLAN CHECK <br />SUBMITTAL109-13-2024 <br />SD2 <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />07/01/202409/13/2024 <br />HOLD- 829 N <br />Garfield St1/15/2025
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