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901 E Myrtle St Unit# 2 - Plan
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101118160
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901 E Myrtle St Unit# 2
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SIMPSON <br />STRAP PER <br />SCHEDULE <br />BEAM PER PLAN <br />POST PER PLAN <br />STRAP SCHEDULE <br />STRAP END LENGTH <br />A ST12 6" <br />B ST18 9" <br />C ST6215 8" <br />- <br />2900# <br />5600# <br />CAPACITYMARK <br />EA. SIDE <br />END VIEWISOMETRIC VIEW <br />EN <br />D <br />LE <br />N <br />G <br />T <br />H <br />EN <br />D <br />LE <br />N <br />G <br />T <br />H <br />EN <br />D <br />LE <br />N <br />G <br />T <br />H <br />NOTES: <br />1.ADD SHIMS EA. SIDE WHERE BEAM & POST <br />WIDTH ARE DIFFERENT (MIN. 10D PENETRATION <br />INTO MAIN MEMBER IS REQ'D, WHERE "D" IS <br />THE SHANK DIAMETER OF NAIL) <br />2.PROVIDE FULL NAILING PER MANUF. <br />REQUIREMENTS. <br />3.INCREASE STRAP LENGTH ON POST SIDE <br />WHERE THERE IS DBL. TOP PLATE BETWEEN <br />POST AND BEAM. <br />SIMPSON <br />STRAP PER <br />SCHEDULE <br />EN <br />D <br />LE <br />N <br />G <br />T <br />H <br />BEAM/POST CONNECTION <br />STRAP SCHEDULE <br />END LENGTH <br />A CS16 18" <br />B (2) CS16 18" <br />1700# <br />3400# <br />CAPACITYMARK <br />END LEN <br />G <br />T <br />H <br />END <br />L <br />E <br />N <br />G <br />T <br />H <br />2ND STRAP <br />(WHERE OCCURS) <br />SIMPSON CS16 PER SCHEDULE <br />AT CONDITION B, ADD <br />2x4x48" LONG MEMBER TO <br />RECEIVE 2ND CS16 & NAIL. <br />SISTER w/ 16d @ 4" O.C. <br />STAGG. TO ROOF RAFTER <br />ROOF RAFTER w/ <br />E.N. PER PLAN <br />DBL. TOP PLATE <br />TYP. R/R <br />STUD/POST <br />SIMPSON <br />STRAP <br />FULL DEPTH BLK'G <br />NOTES: <br />1.PROVIDE FULL NAILING PER MANUFACTURER TO PROVIDE STRAP FULL CAPACITY. <br />2.ROOF SHEATHING NOT SHOWN FOR CLARITY. <br />DBL. <br /> <br />T <br />O <br />P <br /> <br />P <br />L <br />A <br />T <br />E <br />TYP. <br /> <br />R <br />/ <br />R <br />BLK'G <br />DRAG AT REENTRANT CORNER <br />NOTE: APPLICATION OF STRAP OVER PLYWOOD SHEATHING IS ACCEPTABLE. E.N. NOT <br />REQUIRED OVER THE STRAP LENGTH WHERE STRAP APPLIED OVER PLYWOOD. <br />DBL. ROOF RAFTERS <br />OR BM. W/ EDGE <br />NAILING TO ROOF <br />SHEATHING <br />RIDGE <br />PER PLAN HANGER <br />PER PLAN <br />DBL. ROOF RAFTERS <br />W/ EDGE NAILING TO <br />ROOF SHEATHING. <br />SIMPSON <br />CS14x30"LONG <br />STRAP FULLY <br />NAILED PER MANUF. <br />ROOF SHEATHING w/ <br />EDGE NAILING TO <br />DBL. ROOF RAFTERS <br />DRAG DETAIL AT FLUSH RIDGE CONNECTION <br />E.Q.E.Q. <br />STRAP SCHEDULE <br />SIMPSON STRAP MIN BEAM/JOIST WIDTH END LENGTH <br />A (1) CS16 2x 18" <br />(2) CS16 2-2x OR 3x 18" <br />C 24" <br />CMST14 4x 36" <br />1700# <br />3400# <br />4585# <br />6490# <br />CAPACITY <br />TO RECEIVE STRAP <br />MARK <br />D <br />B <br />FLUSH BEAM CONDITION <br />FLUSH BEAM/JOIST(S) <br />W/ LINE OF E.N. PER PLAN <br />POST OR MULTISTUD <br />PER PLAN <br />DBL. TOP PL. <br />CONT. BEAM/BLK'G <br />PER FRAMING PLAN <br />EQ.EQ. <br />STUD <br />SIMPSON STRAP <br />PER SCHEDULE <br />NOTE: PROVIDE FULL NAILING PER MANUF. TO DEVELOP FULL CAPACITY OF THE STRAP. <br />DRAG STRAP AT WALL END <br />DROP BEAM CONDITION <br />DROP BEAM PER PLAN <br />POST OR MULTISTUDS <br />PER PLAN <br />SIMPSON STRAP <br />PER SCHEDULE <br />EQ.EQ. <br />DBL. TOP PL. <br />STUD <br />ALT. STRAP <br />LOCATION <br />2-2x OR 3x(2) CS14 <br />B.N.ROOF <br />SHEATHING <br />2x R.R. OR <br />L.V.L. RIM <br />PER PLAN <br />SIMPSON CLIP PER <br />SHEAR WALL <br />SCHEDULE (@48" <br />O.C. MAX.) <br />E.N. <br />SHEAR PANEL <br />PER PLAN <br />ALT. LOCATION OF <br />SIMPSON A35/LTP4 <br />ROOF <br />SHEATHING <br />2x R.R. OR <br />L.V.L. RIM <br />PER PLAN <br />2x STUD WALL2x STUD WALL <br />ALIGNED CONDITION OFFSET CONDITION <br />INTERIOR SHEAR TRANSFER AT ROOF RAFTER <br />EXTERIOR PLYWOOD SHEAR PANEL <br />TYPE 2 ENTIRE WALL FROM LOW <br />ROOF TO HIGH ROOF OVER ENTIRE <br />LENGTH OF WALL U.N.O. <br />B.N. <br />ROOF SHEATHING <br />2x R/R OR TOP <br />CHORD OF TRUSS <br />EXTERIOR PLYWOOD APPLY <br />PRIOR TO LOW ROOF <br />INSTALLATION. <br />BEAM PER PLAN <br />B.N. <br />EXTERIOR PLYWOOD SHEAR PANEL <br />TYPE 2 FROM LOW ROOF TO HIGH <br />ROOF OVER ENTIRE LENGTH OF THE <br />WALL U.N.O. <br />ROOF SHEATHING <br />2x R/R OR TOP <br />CHORD OF TRUSS <br />2x LEDGER MATCHING <br />R.R. SIZE U.N.O. <br />2x STUD <br />PER PLAN <br />E.N. <br />H2.5A @ 48" O.C. FROM <br />LEDGER TO STUDS. SLIT THE <br />PLYWOOD TO INSTALL. <br />16d @ 6" O.C. U.N.O. <br />2x BLOCKING (NOTE 1) <br />INTERIOR SHEAR PANEL <br />PER PLAN <br />2x BLK'G. w/16d @ 6" O.C. <br />U.N.O. TO LEDGER <br />8d COMMON PER <br />SHEAR WALL SCHEDULE. <br />(@ 4" O.C. MAX. U.N.O.) <br />B.N. <br />EXTERIOR PLYWOOD SHEAR PANEL <br />TYPE 2 FROM LOW ROOF TO HIGH <br />ROOF OVER ENTIRE LENGTH OF <br />THE WALL U.N.O. <br />ROOF SHEATHING <br />2x STUD <br />PER PLAN <br />H2.5A @ 48" O.C. FROM <br />LEDGER TO STUDS. SLIT <br />THE PLYWOOD TO INSTALL. <br />CONDITION I-SHEAR PANEL AT INTERIOR SIDE <br />CONDITION III-SHEAR TRANSFER AT BEAM <br />E.N. <br />16d's @ 6" <br />O.C. U.N.O. <br />2x STUDS <br />H2.5A @ 48" O.C. FROM <br />LEDGER TO STUDS. <br />SLIT THE PLYWOOD <br />TO INSTALL <br />2x LEDGER MATCHING <br />R.R. SIZE U.N.O. <br />EXTERIOR PLYWOOD <br />SHEAR PANEL PER PLAN. <br />INSTALL PRIOR TO LOW <br />ROOF CONSTRUCTION. <br />CONDITION II-SHEAR PANEL AT EXTERIOR SIDE <br />NOTE 1: INSTALL HARDWARE AT EXTERIOR WALLS PRIOR TO BLOCKING INSTALL <br />SHEAR TRANSFER AT HIGH ROOF TO LOW ROOF <br />F.H. BLOCKING @48" O.C. <br />F.H. BLOCKING @48" O.C. <br />SHEAR PANEL <br />PER PLAN <br />FULL HEIGHT BLK'G. <br />ROOF SHEATHING <br />SIMPSON A35 <br />PER SHEAR WALL <br />SCHEDULE <br />MAX.48" O.C. <br />SIMPSON H2.5A <br />@ 48" O.C. U.N.O. <br />DBL. TOP PLATE <br />OR BM. PER PLAN <br />ROOF RAFTERS <br />PER PLAN <br />POST/STUD <br />VAULTED CEILING CONDITION <br />B.N. <br />E.N. <br />2x CONT. FASCIA <br />w/ 2-16d FACE <br />NAILS TO EACH <br />RAFTER <br />SHEAR TRANSFER AT R/R PER. TO EXTERIOR WALL <br />SIMPSON H2.5A <br />@ 48" O.C. U.N.O. <br />DBL. TOP PLATE <br />OR BM. PER PLAN <br />ROOF RAFTERS <br />PER PLAN <br />POST/STUD <br />SIMPSON A35 <br />PER SHEAR WALL <br />SCHEDULE <br />MAX. 48" O.C. <br />CJ w/ 8-16d <br />FACE NAILS TO R/R <br />PER PLAN. <br />SHEAR PANEL <br />PER PLAN <br />w/ CEILING JOISTS CONDITION <br />FULL HEIGHT BLK'G. <br />ROOF SHEATHING <br />B.N. <br />E.N. <br />2x CONT. FASCIA <br />w/ 2-16d FACE <br />NAILS TO EACH <br />RAFTER <br />18" MAX.24" MIN. <br />B.N. <br />(2) 16d's TO <br />EA. OUTRIGGER <br />SHEAR WALL <br />PER PLAN <br />BALLOON FRAMED <br />STUDS <br />TYPICAL ROOF <br />RAFTER PER PLAN <br />(2) 16d's PER <br />CONNECTION <br />2x4 FLAT OUTRIGGER <br />@ 24" O.C. <br />ROOF SHEATHING2x FLAT BLOCKS W/ <br />16d's @ 4" O.C. TO <br />PLATE BELOW. <br />2x FASCIA BOARD <br />CONDITION I - TRANSFER THROUGH BLOCKING <br />E.N. <br />SHEAR TRANSFER R/R PARALLEL TO EXTERIOR WALL <br />TYPICAL ROOF <br />RAFTER PER PLAN <br />(2) 16d's PER <br />CONNECTION <br />2x4 FLAT OUTRIGGER <br />@ 24" O.C. <br />ROOF SHEATHING <br />18" MAX.24" MIN. <br />B.N. <br />(2) 16d's PER <br />CONNECTION. <br />SHEAR WALL <br />PER PLAN <br />BALLOON FRAMED STUDS <br />2x FLAT <br />BLK'G <br />2x FASCIA BOARD <br />CONDITION II - TRANSFER THROUGH R.R. <br />16d's @ 4" O.C. <br />2x R.R. ADJACENT TO WALL <br />NOTCHED AT OUTRIGGERS <br />(DO NOT OVER-CUT) <br />E.N. <br />B.N. <br />ALT 1: STRAP SPLICE <br />SIMPSON STRAP <br />PER SCHEDULE EQ.EQ. <br />ALT 2: LAP SPLICE <br />LAP SPLICE LENGTH <br />PER SCHEDULE <br />2x STUDS <br />(PLACE AT JOINT TYP.) <br />16d <br />SEE SCHEDULE FOR <br />REQ'D # <br />2x STUDS <br />(PLACE AT JOINT TYP.) <br />2 1/2" (MIN.) <br />16d <br />NAIL PATTERN <br />TOP PLATE <br />(PLAN VIEW @ LAP ZONE) <br />NOTES: <br />1.NAILING SHOULD BE PER MANUFACTURER TO DEVELOP 100% CAPACITY OF <br />THE STRAP. <br />2.FOR NAIL SIZE AND SPACING OUTSIDE THE LAP LENGTH REFER TO NAILING <br />SCHEDULE OF GENERAL NOTES. <br />3.STAGGER NAILS AND SPACE EVENLY TO AVOID SPLITTING. <br />TOTAL STRAP LENGTH <br />TOP PLATE SPLICE <br />2x STUDS (PLACE <br />AT JOINT TYP.)2x STUD (PLACE <br />AT JOINT TYP.) <br />SIMPSON STRAP <br />PER SCHEDULE <br />EQ.EQ. <br />EQ.EQ. <br />HIP CONDITION VALLEY CONDITION <br />SIMPSON STRAP <br />PER SCHEDULE <br />NO. OF 16d LAP SPLICE LENGTH SIMPSON STRAP <br />A 18 4'-0"ST22 <br />B 28 4'-0"ST6224 <br />C 40 6'-0" <br />42 <br />ST6236 <br />MARK <br />E 8'-0"MSTC52 <br />D <br />62 <br />8'-0"MSTC37 <br />(NOTE 1) <br />SPLICE SCHEDULE <br />@ EACH LAP (NOTE 2) <br />LAP SPLICE STRAP SPLICE <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />8 <br />BM. PER PLAN <br />ST18 AT POST TO BEAM <br />BELOW, TYP OF (2) <br />16d NAILS @ 4" O.C. <br />STAGGERED EACH SIDE <br />KING POST <br />BM. PER PLAN <br />2x KING STUD AT <br /> EITHER SIDE OF POST <br />SIMPSON ST18 EACH <br />SIDE OF KING POST TO <br />BEAM. <br />ALT1: w/ KING STUD ALT 2: w/ STRAPS <br />KING POST <br />KING POST CONNECTION <br />NOTES: <br />- ROOF FRAMING NOT SHOWN FOR CLARITY <br />- PROVIDE FULL HEIGHT POST PER PLAN WHERE NO BEAM BELOW OCCURS <br />STRAP KING STUDS ABOVE & BELOW WITH (1)CS16 (MIN. 18" END LENGTH) EA. STUD <br />- AT LOCATIONS WHERE KING POST IS BEARING ON SOLE PLATE; PROVIDE SIMPSON A35 EACH SIDE OF POST <br />7 <br />COLLAR TIE CONNECTION DETAIL <br />EQ EQ <br />H <br />E.N.E.N. <br />SIMPSON ST22 STRAP <br />@ EACH R.R. <br />6-16d FACE NAILS RAFTER TIES/ CEILING JOIST @ 16" O.C. (*) <br />2x4 COLLAR TIE <br />@ 48" O.C.6-16d FACE NAILS <br />AT EA. ENDS <br /> H <br />/ <br />3 <br />L=14'-0" MAX. <br />B.N.B.N. <br />ROOF SHEATHING <br />NOTE: (*) RAFTER TIES SHALL BE INSTALLED AT LOWER THIRD <br />OF THE ROOF SYSTEM AND CAN BE USED AS CEILING <br />JOISTS AS SHOWN. NOTIFY E.O.R. WHERE CEILING JOISTS <br />ARE CONFLICTED WITH RAFTER TIES <br />2X RIDGE BOARD PER PLAN <br />2X R.R. PER PLAN <br />REFER TO DETAIL <br />4/S-D2.0REFER TO DETAIL <br />4/S-D2.0 <br />COLLAR TIE CONNECTION DETAIL <br />L=22'-3" MAX. <br />EQ EQ <br />H <br />E.N.E.N. <br />B.N.B.N. <br />SIMPSON ST22 STRAP <br />@ EACH R.R. <br />2x R/R PER PLAN <br />PLWD. SHT'D. W/E.N. <br />2x RIDGE BOARD PER PLAN <br />REFER TO DETAIL <br />4/SD2.0 <br />2x COLLAR <br />TIE/CEILING JOIST <br />PER PLAN. <br />6-16d COMMON <br />FACE NAILS6-16d COMMON <br />FACE NAILS <br />2x COLLAR <br />TIE/CEILING JOIST <br />PER PLAN. <br />12" LAP MIN. <br />W/ (8)16d <br />2x4 COLLAR TIE <br />@ 48" O.C.6-16d FACE NAILS <br />AT EA. ENDS <br /> H <br />/ <br />3 <br />A35 EACH <br />CEILING JOIST <br />9 <br />10 <br />11 <br />PROVIDE <br />SOLID SHIM <br />UNDER AND AT <br />THE SIDE AS <br />REQUIRED <br />SIMPSON <br />MSTC 28, <br />U.N.O. <br />POST PER PLAN w/ SIMPSON <br />CCQ OR CC <br />EQ.EQ. <br />SIMPSON ECCQ OR SIMILAR <br />POST PER PLAN <br />w/ SIMPSON <br />ECCQ OR ECC <br />END CONDITION MIDDLE CONDITION <br />(EQUAL BEAM HEIGHTS) <br />MIDDLE CONDITION <br />(UNEQUAL BEAM HEIGHTS) <br />LARGER BEAM SMALLER BEAMFIRST BEAM SECOND BEAMBEAM <br />EQ.EQ. <br />NOTES: <br />1.BEAMS SHALL BE ALIGNED TO RECEIVE STRAP. ALTERNATIVELY STRAP MAY BE PLACED OVER THE TOP OF BEAM. <br />2.SHIM TIGHT WHERE REQUIRED. <br />3.STRAP NOT REQUIRED AT INTERIOR SUPPORT OF CONTINUOUS BEAMS. <br />BEAM TO POST CONNECTION <br />ALT. CONDITION <br />SIMPSON <br />ECCL OR SIMILAR <br />BEAM <br />POST PER PLAN <br />WOOD BEAM <br />SEE PLAN <br />SIMPSON <br />ECCLQ/CCCQ/CCT <br />OR SIMILAR <br />BEAM <br />POST PER PLAN <br />BEAM <br />WOOD BEAM <br />SEE PLAN EQ.EQ.SIMPSON <br />MSTC 28, <br />U.N.O. <br />12 <br />SHEAR PANEL AT GARAGE <br />NOTE: <br />(*) EMBEDMENT SHOULD BE SATISFY HOLDOWN REQUIREMENT <br />PER DETAIL 10/SD1.0, DEEPEN FOOTING AS REQUIRED. <br />(**) CONTRACTOR TO VERIFY CURB DIMENSIONS PIOR TO <br />INSTALL STRAP OR HOLDOWN <br />A35 CLIPS PER <br />SW SCHED. <br />2-2X TOP PLATE <br />SHEATHING ENTIRELY <br />ABOVE HEADER, <br />MATCH SHEAR WALL <br />TYPE PER PLAN <br />(MIN. TYPE 1) (U.N.O) <br />NAIL KING STUD <br />WHERE OCCURS TO <br />POST/ TRIMMER w/ <br />16d @ 6" O.C. <br />INSTALL ST6236 ON <br />BOTH SIDES OF EACH <br />POST (STAGGERED <br />AT FRONT & BACK) <br />FASTENING ALL HOLES <br />w/ 16d (U.N.O) <br />3-16d <br />CONT. HDR <br />PER PAN <br />NAIL KING STUD <br />WHERE OCCURS TO <br />POST/ TRIMMER w/ <br />16d @ 6" O.C. <br />BOUNDARY NAIL <br />SHEAR WALL <br />SHEATHING PER PLAN <br />OPPOSITE POST w/ STRAP <br />AS OCCURS PER PLAN <br />A.B. PER SHEAR <br />WALL SCHED. <br />CONT. HDR ABOVE <br />HOLD DOWN <br />PER PLAN <br />ST6236 STRAP AS OCCURS, SEE <br />SIMPSON CATOLOG FOR STRAP <br />INFO. AND NAILING PATTERN <br />MIN. 5.5" <br />4X OR 6X POST/ <br />TRIMMER PER <br />PLAN SHEAR WALL <br />SHEATHING PER PLAN <br />OPPOSITE POST w/ <br />STRAP AS OCCURS <br />PER PLAN <br />2X P.T. SILL <br />PLATE <br />TOP OF CONC. <br />SLAB OR CURB 5/8" ROD DIAMETER A.B. <br />BOLTS PER SHEAR WALL <br />SCHEDULED (MIN. 2) <br />STRAP-TIE/ HOLDOWN <br />PER PLAN (**) <br />ELEVATION VIEW <br />PLAN VIEW <br />(* <br />) <br />GARAGE OPENING <br />13 <br />FLUSH BEAM <br />SIMPSON A34 (TYP.) <br />MULTIPLE STUDS (SISTER <br />w/FACE NAILS PER NAILING <br />SCHEDULE) OR POST, PER <br />PLAN <br />DBL. TOP PLATES <br />SILL/SOLE PLATE <br />FRONT VIEW SIDE VIEW <br />CONT. FLUSH <br />BEAM WHERE <br />OCCURS <br />FLUSH BEAM TO DBL TOP PLATES CONNECTION14 <br />SHEAR TRANSFER DETAIL <br /> ROOF SHEATHING. <br />PER PLAN (SEE <br />S-0.10) <br />BN. <br />ROOF <br />RAFTERS <br />PER PLAN <br />E.N. <br />E.N. <br />2X BLK'G W/E.N. <br />W/16d @ 6"O.C. TO <br />BEAM <br /> CL'G BEAM <br />PER PLAN <br />ROOF SHEATHING. <br />PER PLAN (SEE <br />S-0.10) <br />APPROVED SLOPED <br />HANGER <br />(SIMPSON LRUZ IN LIEU <br />OF PLAN SPEC) <br />ROOF RAFTERS <br />PER PLAN <br /> CL'G JOIST W/ <br />APPROVED HANGER <br />PER PLAN <br />(WHERE OCCURS) <br /> 2X CRIPPLE WALL <br /> SHEAR PANEL <br />MIN. TYPE 1 <br /> DBL TOP PLATE <br /> 2X SILL PLATE <br />W/ 16d @ 6" O.C. <br />TO BEAM <br />E.N. <br /> OVER FRAMING. <br />(REFER TO 8/S-0.20) <br />15 <br />BE <br />A <br />M <br /> <br />D <br />E <br />P <br />T <br />H <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />NO <br />T <br />C <br />H <br /> <br />T <br />O <br /> <br />M <br />A <br />T <br />C <br />H <br />RO <br />O <br />F <br /> <br />S <br />L <br />O <br />P <br />E <br />, <br />(D <br />O <br /> <br />N <br />O <br />T <br /> <br />O <br />V <br />E <br />R <br /> <br />C <br />U <br />T <br />) <br />NOTCH @ BEAM <br />DBL. TOP PLATES, <br />BEAM OR POST <br />BEAM PER PLAN TO BE <br />NOTCHED AS SHOWN <br />A34 EACH SIDE OF BEAM <br />TO TOP PLATES (2) TOTAL <br />HEADER WHERE <br />OCCURS <br />16 <br />17 1 <br />R <br />E <br /> <br />V <br /> <br />I <br /> <br />S <br /> <br />I <br /> <br />O <br /> <br />N <br />DA <br />T <br />E <br /> <br /> <br /> <br />SHEET NO.: <br />PROJECT MANAGER: <br />P.P. <br />DATE: <br />JOB NO.: 231014 <br />02/29/2024 <br />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />A <br />d <br />d <br />r <br />e <br />s <br />s <br />: <br />SI <br />N <br />G <br />L <br />E <br /> <br />F <br />A <br />M <br />I <br />L <br />Y <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />90 <br />1 <br /> <br />E <br /> <br />M <br />Y <br />R <br />T <br />L <br />E <br /> <br />S <br />T <br />, <br /> <br />S <br />A <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 />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />N <br />a <br />m <br />e <br />: <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />02/29/2024 <br />02 <br />/ <br />2 <br />0 <br />/ <br />2 <br />0 <br />2 <br />4 <br />PL <br />A <br />N <br /> <br />C <br />H <br />E <br />C <br />K <br />SD2.0 <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br />DE <br />T <br />A <br />I <br />L <br />S <br />1 <br />1 <br />1 <br />901 E Myrtle St Unit# 2 - <br />1011181606/27/2024
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