|
NOTES:
<br />1. NOTCH AND BORING NOT PERMITTED IN THE SAME SECTION OF STUD.
<br />2. NO MORE THAN 2 SUCCESSIVE DOUBLE STUDS ARE PERMITTED TO HAVE
<br />60% MAX BORED HOLES.
<br />3. ALL NOTCHES IN EXTERIOR & BEARING STUDS BIGGER THAN 40% SHALL
<br />BE REPAIRED BY SIMPSON HSS, AND SS STUD SHOE.
<br />4. ALL HOLES SHALL BE DRILLED WITH A HOLE SAW.
<br /> NOTCH
<br />40% MAX
<br />STUD WIDTH
<br />ALL STUDS
<br />5/8" MIN, TYP
<br />EDGE DISTANCE
<br />NON-BEARING STUDS
<br />NOTCHES AND HOLES IN
<br />EXTERIOR & BEARING STUDS
<br />60% MAX STUD
<br />WIDTH BORE
<br />ALLOWABLE WIDTH OR DIAMETER
<br />OF NOTCH OR BORED
<br />% OF STUD
<br />NOTCHED OR
<br />BORED
<br />25%
<br />40%
<br />60%
<br />7/8"
<br />1 3/8"
<br />2"
<br />1 3/8"
<br />2 1/8"
<br />3 1/4"
<br />2x4 2x6
<br />CL WALL & HOLE
<br />2x4
<br />40% MAX STUD WIDTH
<br />BORE. (60% OF STUD
<br />WIDTH IS ALLOWED IF
<br />EACH BORED STUD IS
<br />DOUBLED. SEE NOTE 2
<br />BELOW) REPAIR
<br />HOLES BIGGER THAN
<br />40% WITH SIMPSON
<br />HSS/SS.
<br />2 3/4"ø MAX HOLE SIZE
<br />2x6
<br />SS STUD
<br />SHOE
<br />HSS
<br />STUD
<br />SHOE
<br />40% MAX STUD WIDTH
<br />BORE. (60% OF STUD
<br />WIDTH IS ALLOWED IF
<br />EACH BORED STUD IS
<br />DOUBLED. SEE NOTE 2
<br />BELOW) REPAIR
<br />HOLES BIGGER THAN
<br />40% WITH SIMPSON
<br />HSS/SS.
<br />2"ø MAX HOLE SIZE
<br />ALL STUDS
<br />5/8" MIN
<br />TYP EDGE DISTANCE
<br />STUDS, SEE
<br />PLAN & SCHEDULE
<br />CL PIPE OR NOTCH
<br />CONTINUOUS
<br />2-2x TOP PLATES
<br />NOTES:
<br />1. HOLES AND SOLE SHALL BE MADE W/ HOLE SAW.
<br />2. SEE DETAILS 13 & FOR BALANCE OF INFORMATION.
<br />BLKG EA SIDE OF PIPE, TYP
<br />CONTINUOUS 2x MIN SOLE
<br />PLATE WHERE OCCURS AT
<br />SHEAR WALLS SEE SHEAR
<br />WALL SCHEDULE
<br />/14 S6.02
<br />1. ALL SILL PLATES SHALL BE PRESSURE TREATED D.F.
<br />OR REDWOOD, SEE GENERAL NOTES.
<br />2. WIDTH 'd' SHALL BE EQUAL TO DEPTH OF STUDS,
<br />U.N.O.
<br />3. FOR ANCHOR BOLTS, SEE SHEAR WALL ELEVATIONS
<br />AND SHEAR SCHEDULE ON .
<br />4. ANCHOR BOLTS AND PLATE WASHERS SHALL BE
<br />GALVANIZED, SEE GENERAL NOTES.
<br />5. EACH SILL PIECE SHALL HAVE 2 BOLTS MINIMUM.
<br />LOCATE BOLTS CLEAR OF STUDS AND POSTS.
<br />6. 'A' DIMENSION SHALL BE 5" MIMIMUM AND 9"
<br />MAXIMUM.
<br />7. NO BORED HOLES OR NOTCHES PERMITTEN IN 4"
<br />SHEAR WALLS.
<br />A A A A .A
<br />SPACING
<br />TYP A.B.
<br />A
<br />SEE NOTE 4
<br />d/2 TYP
<br />A
<br />A
<br />A A
<br />NOTCH
<br />2'-0" MIN1'-0" MIN
<br />NOTES:
<br />1. HOLES AND SOLE SHALL BE MADE W/ HOLE SAW.
<br />2. FOR BALANCE OF INFO SEE DETAIL ./13 S6.02
<br />/1 S6.06 3
<br />TYP DUCT AT NON-BEARING WALLS ONLY.
<br />NOT PERMITTED IN BEARING WALLS
<br />1. ALL SILL PLATES SHALL BE PRESSURE TREATED D.F.
<br />OR REDWOOD, SEE GENERAL NOTES.
<br />2. WIDTH 'd' SHALL BE EQUAL TO DEPTH OF STUDS,
<br />U.N.O.
<br />3. AT NON-BEARING WALLS, L.V.P SHALL BE
<br />0.177"Øx 3 1/4" HILTI 'X-U' AT 16"OC, TYP. AT BEARING
<br />WALLS, ANCHOR BOLTS, SHALL BE 5/8" WITH 5"
<br />EMBEDMENT AND SIMPSON BP PLATE WASHERS SPACED
<br />AT 4'-0" OC MAX, UNO.
<br />4. L.V.P. AND ANCHOR BOLTS SHALL BE GALVANIZED OR
<br />STAINLESS STEEL, SEE GENERAL NOTES.
<br />5. AT NON-BEARING WALLS EACH SILL PIECE SHALL HAVE 3
<br />L.V.P. MINIMUM. LOCATE L.V.P. CLEAR OF STUDS AND
<br />POSTS. AT BEARING WALLS EACH SILL PIECE SHALL
<br />HAVE 2 BOLTS MINIMUM. LOCATE BOLTS CLEAR OF
<br />STUDS AND POSTS.
<br />6. 'A' DIMENSION SHALL BE 5" MIMIMUM AND 9" MAXIMUM.
<br />A A A A
<br />MAX
<br />6" MAX A
<br />A
<br />MAX
<br />1' - 2"
<br />A
<br />SPACING
<br />TYP A.B.
<br />A
<br />1'-6" MIN
<br />2'-0" MIN1'-0" MIN
<br />A A
<br />NOTCH
<br />NOTES:
<br />1. HOLES AND SOLE SHALL BE MADE W/ HOLE SAW.
<br />2. FOR BALANCE OF INFO SEE DETAIL ./14 S6.02
<br />3
<br />1/3 DEPTH
<br />1/3 DEPTH
<br />1/3 DEPTH
<br />1/3 SPAN
<br />ALLOWED HOLE ZONE
<br />1/3 SPAN 1/3 SPAN
<br />HOLE ZONE
<br />ALLOWED
<br />(MINIMUM)
<br />3x Ø OF THE
<br />LARGEST HOLE
<br />CL CL
<br />NOTES:
<br />1. THE ALLOWED HOLE ZONE IN THIS CHART IS SUITABLE FOR UNIFORMLY LOADED BEAMS
<br />HOLES NOT ALLOWED IN BEAMS SUPPORTING OTHER BEAMS W ITHOUT ENGINEER'S
<br />APPROVAL.
<br />2. MAXIMUM HOLE SIZE IS 2" DIAMETER OR A HOLE DIAMETER EQUAL TO 1/6 THE BEAM
<br />DEPTH WHICHEVER IS SMALLER.
<br />3. RECTANGULAR HOLES ARE NOT ALLOWED.
<br />4. HOLES IN CANTILEVERS OR MULTISPAN BEAMS SHALL NOT BE PERMITTED WITHOUT
<br />ENGINEERS APPROVAL.
<br />5. DO NOT STACK HOLES VERTICALLY.
<br />6. NOTCHING OF BEAMS NOT PERMITTED WITHOUT STRUCTURAL ENGINEER'S APPROVAL.
<br />POST OR BEARING
<br />WALL PER PLAN, TYP
<br />CL CL
<br />16d AT 12"OC, TYP
<br />DOUBLE TOP PLATE
<br />SPLICE
<br />TOP
<br />PLATE
<br />SPLICE
<br />BOTTOM
<br />PLATE
<br />8-16d NAILS EACH SIDE
<br />OF PLATE JOINT, TYP
<br />4'-0" MIN LAP
<br />2" TYP
<br />LAP TO
<br />OCCUR
<br />OVER STUD,
<br />TYP
<br />CL CL
<br />CONTINUOUS DOUBLE TOP PLATE
<br />SPLICE
<br />TOP
<br />PLATE
<br />SPLICE
<br />BOTTOM
<br />PLATE
<br />16d AT 12"OC, AT 2x4 TOP
<br />PLATES 16d AT 6"OC,
<br />STAGGERED AT 2x6 TOP
<br />PLATES AND LARGER
<br />12-16d NAILS AT 2x4 TOP PLATES
<br />18-16d NAILS AT 2x6 TOP PLATES
<br />AND LARGER EACH SIDE OF
<br />PLATE JOINT, TYP
<br />ALT TOP PL SPLICE
<br />PER
<br />LAP TO OCCUR
<br />OVER STUD, TYP
<br />TYP
<br />2"
<br />4'-0" MIN LAP
<br />PLAN VIEW
<br />ELEVATION
<br />/7 S6.02
<br />SIMPSON LSTA18
<br />EA SIDE OF DOUBLE
<br />TOP PLATES
<br />TOP PL SPLICE
<br />LOCATION
<br />EQ EQ
<br />SCHEDULE
<br />TOP PL OR SILL PL
<br />SIZE A
<br />2x4 3 1/2"
<br />FLOOR SHTHG, JOIST
<br />AND RIM JOIST NOT
<br />SHOWN FOR CLARITY
<br />PLYWOOD
<br />SHEATHING PER
<br />SHEARWALL
<br />SCHEDULE
<br />STRAP AT PIPE
<br />OR NOTCH
<br />CONT SOLE
<br />PLATE
<br />CONT DBL
<br />TOP PLATE
<br />"A"
<br />MIN
<br />1' - 0"
<br />MIN
<br />1' - 0"
<br />TOP OR SOLE PLNOTCHES
<br />MIN 6'-0" OC
<br />"C1" MAX WITHOUT STRAPS
<br />"C2" MAX @ 4'-0" OC MIN W/
<br />SIMPSON CT218 W/ (12) 10d EA
<br />END @ EA PL, BOTH SIDES
<br />SIMPSON CTS218 W/ (12)
<br />10d EA END @ EA PL
<br />"B"
<br />"D"
<br />C1
<br />B C1 C2 D
<br />2x6 4 1/2"
<br />2x8 5 1/2"
<br />PLAN VIEW
<br />SECTION
<br />NOTES:
<br />1. HOLES SHALL BE MADE W/ HOLE SAW.
<br />2. WHERE PENETRATIONS EXCEED SPECIFIED
<br />DIMENSIONS DETAIL CAN BE USED.
<br />1 1/2"
<br />2 1/4"
<br />3"
<br />1" Ø
<br />1 1/2" Ø
<br />3" Ø
<br />1 1/2" Ø
<br />3 1/2" Ø
<br />5" Ø
<br />1 3/4"
<br />2 1/2"
<br />3 1/4"
<br />/10 S6.02
<br />5 1/2"
<br />N.P.2x4
<br />2x6
<br />SILL PL SIZE
<br />TOP PL OR A
<br />2"
<br />SCHEDULE
<br />B C
<br />2 1/2"
<br />1 1/2"
<br />D
<br />DBL TOP OR SILL PL
<br />1 1/4" x 16 GA MIN LONG STRAP
<br />W/ (6)10d COMMON NAILS EA
<br />END @ EA PL
<br />NOTCHES MIN 6'-0" OC
<br />N.P. 1"Ø 1 1/2" Ø
<br />3 1/2"Ø
<br />1 C 2
<br />2"Ø
<br />"C " MAX WITHOUT STRAPS
<br />"C " MAX @ 3'-0" OC MIN
<br />W/ 1 1/4" x 16 GA "E" MIN
<br />LONG STRAPS W/ (6) 10d
<br />EA END @ EA PL, BOTH SIDES
<br />1
<br />2
<br />SECTION
<br />21"
<br />15"
<br />E
<br />NOTES:
<br />1. HOLES SHALL BE MADE W/ HOLE SAW.
<br />2. WHERE PENETRATIONS EXCEED SPECIFIED
<br />DIMENSIONS DETAIL CAN BE USED.
<br />PLYWOOD
<br />SHEATHING
<br />WHERE OCCURS
<br />CONT SILL PL
<br />STRAP AT PIPE
<br />OR NOTCH
<br />CONT DBL TOP PL
<br />C1
<br />"A"1'-0" MIN 1'-0" MIN
<br />"D"
<br />B
<br />/9 S6.02
<br />PLYWOOD SHEATHING
<br />WHERE OCCURS
<br />NOTES:
<br />1. FOR USE WHERE PENETRATIONS DESTROY THE INTEGRITY OF TOP PLATES.
<br />2. USE ALL SPECIFIED FASTENERES.
<br />3. FASTENER QUANTITY IS THE NUMBER OF 6D COMMON NAILS TO BE INSTALLED INTO EACH OF THE MEMBERS TO BE JOINED.
<br />4. CAN BE INSTALLED OVER THE TOP OR FROM THE UNDERSIDE OF THE TOP PLATES.
<br />5. FOR WALL DEPTHS GREATER THAN 3-1/2", OR TO INSTALL AFTER PLUMBING LINES HAVE BEEN RUN, CAN BE SEPARATED
<br />INTO TWO "L" SHAPES ALONG THE SERRATION LINES.
<br />6. ALLOWABLE TENSION LOADS ARE FOR NORMAL DURATION, THE VAULES MAY BE ADJUSTED FOR OTHER DURATIONS.
<br />7. THE PRODUCT AND INSTALLATION SHALL COMPLY WITH LARR# 25759.
<br />USP STOCK
<br />NO.
<br />HFS24 3 5/8"24"
<br />DIMENSIONS
<br />(in)
<br />FASTENER
<br />SCHEDULE
<br />DF/SP ALLOWABLE
<br />LOADS (lbs)1,3
<br />W L QTY TYPE2 4 TENSION
<br />100%
<br />24"16d
<br />COMPRESSION
<br />100%
<br />2950 2500
<br />HFS36 3 5/8"36"32"16d 4280 2500
<br />OMIT FASTENERS AT THESE
<br />HOLES WHEN THE END
<br />DISTANCE IS LESS THAN 1"
<br />4 1/2" MAX
<br />STUD/CRIPPLE STUD
<br />PER PLAN
<br />T.O. DBL PLATES
<br />AND B.O. JOISTS
<br />BEAM PER PLAN
<br />SIMPSON A34 CLIP, TYP
<br />6x BLK, WIDTH TO
<br />MATCH STUD WALL
<br />NOTES:
<br />1. SEE 2/S6.03 FOR ADDL INFO NOT SHOWN.
<br />2. SEE MFR FOR PARTITION'S TRACK, HANGER AND BRACE INFO AND REQUIREMENT.
<br />PL 1/2" X (STUD WALL WIDTH) X 0'-11 1/2"
<br />PL 1/2" W/ (2) 1/2"Ø LAG SCREWS
<br />INTO BLOCKING W/ 4" MIN
<br />PENTRATION & (2) 1 1/2" LONG
<br />SLOTTED HOLES
<br />1" 4 3/4" 4 3/4" 1"
<br />4"
<br />EQ
<br />EQ
<br />1 1/2"
<br />1 1/2"
<br />1/2" MAX
<br />CL
<br />
<br />S
<br />C
<br />R
<br />E
<br />W
<br />S
<br />PROJECT
<br />COPYRIGHT LOC, INC
<br />ORIGINAL SHEET SIZE: 42" X 30"
<br />LOC
<br />CLIEN
<br />ARCHITEC
<br />CONSULTANT
<br />AC
<br />C
<br />
<br />R
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<br />2/12/2025 12:03:29 PM
<br />Autodesk Docs://2308_SAZ_Hive/2300175_SAZ_KPFF_R22.rvt
<br />2308
<br />TYPICAL
<br />WOOD
<br />DETAILS
<br />FEBRUARY 13, 2025
<br />PLAN CHECK
<br />SUBMITTAL 02
<br />S6.02
<br />SANTA ANA ZOO
<br />1801 E CHESTNUT AVE, SANTA ANA, CA
<br />92701
<br />KPFF
<br />STRUCTURAL ENGINEER
<br />LOC ARCHITECTS
<br />KPFF
<br />CIVIL ENGINEER
<br />BORDER
<br />LANDSCAPE ARCHITECT
<br />ABRARI AND ASSOCIATES
<br />MEP ENGINEER
<br />ASSOCIATED SOILS ENGINEERING
<br />GEOTECHNICAL ENGINEER
<br />700 S. FLOWER, SUITE 2100
<br />LOS ANGELES, CA 90017
<br />213 372 5111
<br />Ramzi.hodali@kpff.com
<br />700 S. FLOWER, SUITE 2100
<br />LOS ANGELES, CA 90017
<br />213 372 5111
<br />Sharad.Ganju@kpff.com
<br />724 S. SPRING ST, SUITE 701
<br />LOS ANGELES, CA 90014
<br />213 372 5111
<br />Darren@border-la.com
<br />1713 S. STANDARD AVE
<br />GLENDALE, CA 91201
<br />818 956 1900
<br />Telma@abrari.com
<br />2860 WALNUT AVE.
<br />SIGNAL HILL, CA 90755
<br />562 897 2749
<br />Ted@associatedsoils.com
<br />3203 E. 4TH ST
<br />LOS ANGELES, CA 90063
<br />213 537 0480
<br />Office@loc-arch.com
<br />1801 E. CHESTNUT AVE.
<br />SANTA ANA, CA 92701
<br />714 647 6575
<br />Efisher@santa-ana.org
<br />SANTA ANA ZOO
<br />EDUCATION
<br />HUB
<br />SCALE : 1" = 1'-0"10 HOLES OR NOTCHES IN STUDS
<br />SCALE : 1" = 1'-0"8 TOP PLATE STRAP AT PIPE/NOTCH
<br />SCALE : 1" = 1'-0"2 SILL PLATE AT SHEAR WALL DETAIL
<br />SCALE : 1" = 1'-0"1
<br />SILL PLATE AT
<br />NON-SHEAR WALL DETAILS
<br />SCALE : 1" = 1'-0"12 BORING OF BEAMS
<br />SCALE : 1" = 1'-0"5 NON-BEARING WALL TOP PLATE SPLICE
<br />SCALE : 1" = 1'-0"6
<br />BEARING AND SHEARWALL TOP
<br />PLATE SPLICE
<br />SCALE : 1" = 1'-0"7 ALT TOP PLATE SPLICE @ SHEARWALL
<br />SCALE : 1" = 1'-0"13
<br />TYPICAL NOTCHING AND BORING OF
<br />TOP PLATE AT SHEARWALLS
<br />SCALE : 1" = 1'-0"14
<br />TYPICAL NOTCHING AND BORING OF TOP
<br />OR SILL PLATE AT NON-SHEAR WALLS
<br />7A SECTION
<br />SCALE : 1" = 1'-0"9 HARDY FRAME SADDLE
<br />No. Description Date
<br />3 PLAN CHECK SUBMITTAL 02 02-13-2025
<br />3
<br />SCALE : 1" = 1'-0"3
<br />OPERABLE PARTITION STEEL BEAM
<br />SUPPORT CONN
<br />3A ELEVATION
<br />3B PLAN VIEW
<br />3
<br />REGISTERED PROFESSIONAL ENGINEERRAMZI S . HODAL
<br />I
<br />STRUC T URALSTATE OF CAL IFORNIA
<br />2/13/2025
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