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627 S Shelton St Unit #2 - Plan
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627 S Shelton St Unit #2 - Plan
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6/15/2025 12:41:40 PM
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6/15/2025 12:41:36 PM
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101120163
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627 S Shelton St Unit# 2
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S1-08 <br />1" <br />1" <br />4 <br />2 <br />3 2 <br />2 1 <br />1 <br />2 1 <br />1 TOP PLATE SPLICE DESIGN TABLE <br />2 TYPICAL FLOOR OR ROOF DIAPHRAGM <br />3 FIX FOR NOTCHED DOUBLE TOP PLATE <br />4 TYP. BORING AND NOTCHING DETAIL <br />5 TYPICAL HEADER DETAIL <br />HEADER SCHEDULE <br />6 TYPICAL SHEARWALL INTERSECTION <br />7 TOP CONNECTION <br />8 DETAIL9DETAIL <br />16d @ 16" TYP <br />1 1/2" MIN. <br />4'-0" MIN LAP * <br />NAILS PER SCH 16d @ 16" TYP <br />1 1/2" MIN. <br />NAILS PER SCHSTAGGER <br />NAILS TYP <br />@ 3" MIN. <br />TYP.GROUP NAILS OR BOLTS ON BOTH <br />SIDES OF SPLICE IN TOP PLATE <br />CENTER BOLTS <br />BOLTS <br />PER SCH 7" MIN 7" MIN <br />4'-0" MIN LAP* <br />BOLTS <br />PER SCH <br />16d @ 16" TYP 16d @ 16" TYP <br />1 1/2" MIN. <br />@4" MIN. <br />TYP.DO NOT COUNTERSINK BOLTS JOINT DIRECTLY <br />OVER STUDS, TYP. <br />MARK MIN PL. THK NAILS DESIGN LOAD <br />6 <br />8 <br />10 <br />12 <br />14 <br />16 <br />18 <br />20* <br />2 x <br />2 x <br />2 x <br />2 x <br />2 x <br />2 x <br />2 x <br />2 x <br />6 - 16d <br />8 - 16d <br />10 - 16d <br />12 - 16d <br />14 - 16d <br />16 - 16d <br />18 - 16d <br />20 - 16d <br /> 1250 # <br />1670 # <br />2090 # <br />2510 # <br />2920 # <br />3340 # <br />3760 # <br />3780#/ 4180# <br />* = 6'-0" MIN LAP LENGTH AT SPLICE 20, 22 & 24 <br />MARK MIN PL. THK BOLTS DESIGN LOAD <br />22* <br />24* <br />B1 <br />B2 <br />B3 <br />B4 <br />B5 <br />2 x <br />2 x <br />2 x <br />2 x <br />2 x <br />3 x 6 <br />3 x 6 <br />22 - 16d <br />24 - 16d <br />6 - 5/8 <br />8 - 5/8 <br />8 - 3/4 <br />6 - 3/4 <br />8 - 3/4 12,650 # <br />11,600 # <br />3780# / 7590# (1) <br />3780# / 7590# (1) <br />3780# / 5800# (1) <br />3780# / 5010# (1) <br />3780# / 4600# (1) <br />(1) x4 VALUE / x6 VALUE <br />EDGE NAILING (E.N.) AT <br />DIAPHRAGM EDGES <br />FIELD NAILING (F.N.) AT <br />INTERMEDIATE SUPPORTS <br />4'-0" SHEATHING PANELS <br />BEAM PER PLAN <br />EDGE NAILING (E.N.) AT <br />CONTINUOUS PANEL EDGES <br />WHERE BLOCKING OF PANEL <br />EDGES IS REQUIRED. <br />EDGE NAILING (E.N.) AT <br />STAGGERED PANEL EDGES <br />JOISTS OR RAFTERS PER <br />PLAN <br />SEE PLAN FOR SHEATHING <br />THICKNESS, GRADE AND <br />NAILING <br />S1-15 <br />SEE PLAN FOR DIAPHRAGM <br />AREAS WITH BLOCKED PANEL <br />EDGES <br />1' <br />- <br />4 <br />" <br />JT <br />. <br /> <br />S <br />T <br />A <br />G <br />G <br />E <br />R <br />MI <br />N <br />. <br /> <br />P <br />A <br />N <br />E <br />L <br />4' <br />- <br />0 <br />" <br /> <br />MI <br />N <br />. <br />PA <br />N <br />E <br />L <br />SIMPSON'S <br />'HSS2-2-SDS1.5' <br />A <br />UP TO 14" USE L3X3X| <br />14" TO 21\" USE L3X3X{ <br />1\" <br />@ 3" <br />3" <br />CUT TOP LEG <br />AT PIPE <br />2-[" M.B.'S EA. END <br />(3-[" M.B.'S AT L3X3X{) <br />OPTIONAL L3X3 ANGLE <br />UP TO 2 3/8" NOTCH <br />C <br />NOTCH <br />1\" MIN. <br />@ 2\"1\" <br />STRAP EACH SIDE <br />NOTCH STRAP <br />PLATE <br />SCREWS <br />EACH END <br />2{"-6">1/8x3 4-SDS|x2 <br />6"-10">3/16x3 4-SDS|x2 <br />10"-14">|x3 6-SDS|x2 <br />14"-21">{x3 10-SDS|x2 <br />2-3/8" TO 21" NOTCHB <br />S1-56 <br />TYP. FIX FOR NOTCHED DOUBLE TOP PLATE <br />DEPTH "D" <br />0.25x"D" MAX. AT <br />BEARING WALL <br />0.40x"D" MAX. AT <br />NON-BEARING WALL <br />0.40x"D" MAX. AT <br />BEARING WALL <br />0.60x"D" MAX. AT <br />NON-BEARING WALL <br />5/8" MIN. TYP. <br />B STUDS IN WALLS <br />DE <br />P <br />T <br />H <br /> <br />" <br />D <br />" <br />"D"/3 MAX. BORED HOLES <br />2" <br /> <br />M <br />I <br />N <br />. <br /> <br />T <br />Y <br />P <br />. <br />"D <br />" <br />/ <br />6 <br /> <br />M <br />A <br />X <br />. <br />NO <br />T <br />C <br />H <br />12" MIN. <br />"D <br />" <br />/ <br />4 <br /> <br />M <br />A <br />X <br />. <br /> <br /> <br />A <br />T <br /> <br />E <br />N <br />D <br />S <br />NOTCHING NOT ALLOWED <br />IN MIDDLE 1/3 OF SPAN <br />A JOIST/RAFTERS <br />S1-54 <br />'A34' AT TOP & BOTTOM FOR FULL HEIGHT <br />STUDS IN EXTERIOR WALLS <br />'A34' FOR 3'-6" TO 8'-0" OPENINGS <br />HDR. PER PLAN (IF NONE ON PLAN USE <br />HEADER PER SCHED. ABOVE) <br />2-16d FOR EACH 3" IN HEADER DEPTH <br />CONT. DBL. TOP PLATES, PER PLAN <br />STUDS & CRIPPLES @ 16"o.c. <br />TWO CRIPPLE STUDS WHEN HEADER IS <br />LARGER THAN 4x8, OTHERWISE ONE <br />OPENING <br />16d @ 8" O.C. EA. FULL HT. STUD @ <br />EXTERIOR WALLS ONLY <br />2x STUD WIDTH SILL <br />WHERE OCCUR'G <br />'A34' TOP AND BOTTOM <br />AT SILL WHERE OCCUR'G <br />SEE TABLE FOR NUMBER OF <br />FULL-HEIGHT STUDS TYPICAL <br />BEARING AND EXTERIOR WALLS NON-BEARING WALLS <br />OPENING WIDTH HEADER SIZE OPENING WIDTH HEADER SIZE <br />6'-0" OR LESS <br />6'-1" TO 8'-0" <br />8'-1" TO 10'-0" <br />4x6 <br />4x8 <br />4x10 <br />8'-0" OR LESS <br />8'-1" TO 12'-0" <br />4x6 <br />4x8 <br />NOTE: USE 6x LINTEL MEMBERS IN 2x6 STUD WALLS. <br />NUMBER OF FULL-HEIGHT STUDS <br />OPENING <br />WIDTH ALL EXTERIOR WALLS INTERIOR BRG. <br />WALLS <br />INTERIOR NON-BEARING <br />WALLS <br />7'-0" OR LESS <br />7'-1" TO 10'-0" <br />OVER 10'-0" <br />NOTE: OMIT FULL-HT. STUDS WHERE POST FOR HOLDDOWN <br />ANCHOR OCCURS. SEE PLAN AND TYPICAL HOLDDOWN DETAIL. <br />S1-120 <br />HOLDOWN POST <br />HOLDOWNE.N. <br />E.N. <br />E.N. <br />HOLDOWN <br />HD POST <br />NAILS @ <br />6" O.C. <br />E.N. <br />E.N. <br />E.N. <br />HOLDOWN <br />HOLDOWN POST <br />HOLDOWN <br />HOLDOWN POSTE.N. <br />E.N. <br />E.N. <br />WHERE TWO SHEARWALLS W/ DIFFERENT E.N. <br />INTERSECT, THIS E.N. SHALL BE AT THE CLOSER <br />SPACING OF THE TWO EDGE NAIL REQUIREMENTS. <br />NOTE : <br />E.N.E.N. <br />HOLDOWN <br />HOLDOWN POST <br />3/4" 0 M.B. @ 24" O.C. <br />TYP. WHERE SHEATHING <br />IS DISCONTINUOUS @ <br />INTERSECTING WALLE.N.E.N.E.N. <br />HOLDOWN <br />HOLDOWN <br />POST <br />HOLDOWN <br />HOLDOWN POST <br />S1-39 <br />JOISTS <br />1/ <br />2 <br />" <br />CL <br />R <br />. <br />STUD @ 16" OC FOR STUD CONN. <br />AT SILL PLATE, SEE NOTES BELOW <br />SIMPSON 'HTC' @ 48" O.C. <br />(SLOT NAILS SHALL BE <br />INSTALLED IN THE MIDDLE OF <br />SLOT). <br />PERPENDICULAR TO JOISTS <br />ANCHORAGE AT SAWN LUMBER <br />FULL DEPTH 2x <br />BLKG. EA. SIDE @ <br />48" O.C. <br />1/ <br />2 <br />" <br />CL <br />R <br />. <br />JOISTS <br />SIMPSON 'HTC' @ 48" O.C. <br />(SLOT NAILS SHALL BE <br />INSTALLED IN THE MIDDLE <br />OF SLOT) <br />STUD @ 16"o.c. FOR STUD <br />CONN. AT SILL PLATE, SEE <br />NOTES BELOW <br />1/ <br />2 <br />" <br />CL <br />R <br />. <br />2x4 @ 4'-0" W/2-16d EACH END <br />PARALLEL TO JOISTS <br />TYP. NON-BEARING PARTITION <br />V E C O <br />d e s i g n - s t u d i o <br />SHEET: <br />JOB No: <br />DATE: <br />DRAWN BY: <br />PLAN: <br />PHONE: <br />JOB SITE: <br />PROJECT NAME: <br />REVISION:BY: <br />VASQUEZ <br />RESIDENCE <br />23-017 <br />06-21-2024 <br />S.V <br />714-713-3124 <br />627, 627 UNIT 2 S. SHELTON. ST. <br />SANTA ANA, CA 92703 <br />d e s i g n e r <br />O s c a r V e g a <br />C e 1 4 - 4 -1 2 4 <br />O i e 3 1 - 2 3 -3 5 <br />i n o e o d e s i g n s .o <br />5 3 4 C O A V E . <br />A A E C A 2 5 <br />APPROVED BY :O.V. <br />S-1.2 <br />TYPCAL DETAILS <br />627 S Shelton St & <br />#212/4/2024
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