HomeMy WebLinkAboutS0-3B STANDARD WOOD FRAMING DETAILSSHEATHING 2X WALL
CONNECTION @ 2X WALL
(CAPACITY = 250 LBS) FLUSH MOUNTED
#2, (2) 2X12 BLOCKING
A34 CLIP TOP AND BOTTOM
@ EA. END OF BLOCKING W/ 5D SCREWS
18 TYPICAL INTERIOR BLOCKING DETAILS TOP OF PLATE20 TYPICAL PLATE PENETRATION DETAILS
"E""E"TOP OR BTM PLATE
(2) CTS218 (TOTAL) WHERE REQUIRED
DOUBLE TOP PLATE
STUDS @ STANDARD SPACING
DOUBLE WALL TOP VIEW
(REINF. / PROTECTION NOT SHOWN)"E""E"AIR SPACERE: ARCHPENETRATIONS
TOP OR BTM PLATE
PLATE PENETRATION
SINGLE WALL TOP VIEW
(REINF. / PROTECTION NOT SHOWN
SIDE VIEW
412" MAX
BOTTOM PLATE
NONE E > 3/4"
NOTE:
RE: ARCH/MEP FOR SEALNG & FIRE PROTECTION
REQUIREMENTS AT ALL PENETRATIONS WHERE
TOP PLATE
REINFORCEMENT/
PROTECTION
NONE
DISTANCE TO
NEAREST STUD
(MAX)WALLS
STD. STUD
(2) SIMPSON CTS218 4"
ADD'L STUD AS REQUIRED
2" MIN.2" MIN.ADD'L BLOCKING AS REQUIRED
16 GA. NAIL STOP W/ (6) 16d NAILS,
(REQUIRED AT ALL EXPOSED
SIDES OF WALL W/
CLOF PENETRATION & REINF./ PROTECTION
DISTANCE
TO NEAREST STUD
DISTANCE
TO NEAREST STUD
PARTIAL PLATE
WALLS
_
E < 3/4"
E > 1 1/2" _
E < 1 1/2"
PLATE REINFORCEMENT SCHEDULE
SINGLE DOUBLE
BY SCHEDULE (ONE SIDE ONLY)
"E" LESS THAN 1 1/2")
BY SCHEDULE.
SPACING APPLIES
TOP OF PLATEDECKING
SHEARWALL,
RE: PLAN
DRAG TRUSS
BOUNDARY NAILING PER
DECKING ATTACH SCHED.FLOOR TRUSS DEPTH(DRAG TRUSS)ATTACHMENT PER SILL & SOLE
PLATE NAILING REQUIREMENTS
FOR WALL BELOW
9 FLOOR SHEAR DRAG TRUSS REQ'D WHERE THERE IS NO WALL ABOVE
FLOOR TRUSS DEPTHFLOOR DECKING
SHEARWALL,
RE: PLAN
FLOOR TRUSS
CONTINUOUS SHEAR TRUSS BLOCKING
ATTACHMENT PER SILL & SOLE
PLATE NAILING REQUIREMENTS
FOR WALL BELOW
BOUNDARY NAILING PER
DECKING ATTACH SCHED.
CONT. CMST14 STRAP
10 FLOOR SHEAR BLOCKING REQ'D WHERE THERE IS NO WALL ABOVE
TOP OF PLATESHEARWALLS
FLOOR TRUSS
2-2X BEARING PLATES
SHEARWALL
SILL PLATE NAILING TO BE
ABOVE RIBBON
2X4 BLOCKING BETWEEN
TRUSSES, NAIL TO TOP PLATE PER
SILL PLATE NAILING SCHEDULE
FOR SHEARWALL BELOW
CONT. BOUNDARY NAILING AS
PER SCHEDULE FOR SHEARWALL
BELOW
OSB PANEL FULL DEPTH
OF FLOOR TRUSS, ORIENTED
HORIZONTAL. NAIL TO EACH
TRUSS END @ 6" O.C. IN
ADDITION TO BOUNDARY NAILING
12 ALTERNATE FOR SHEAR BLOCKING AT EXTERIOR OSB
TOP OF PLATEGAP W/SPLICE
EA. FLOOR
TYPICAL FLOORS
7 OPTIONAL EXTERIOR WALL FLOOR CAVITY SHEATHING GAP
TOP OF PLATERIBBON
BLOCKING
(WHERE REQUIRED BY FRAMER TO PREVENT BUCKLING DUE TO WOOD SHRINKAGE.
MAY NOT BE USED W/ LAPPED PLYWOOD DESIGNS.)TRUSS DEPTHRE. SCHEDULEPROVIDE CB-1 UNDER ROOF LOAD
BEARING WALL, EVEN IF WALL IS
NON-LOAD BEARING AT FLOORS
BELOW. CB-1 TRUSSES SHALL BE
DESIGNED W/SAME LOADING
PARAMETERS AS FT-1 TRUSSES.
8 TYPICAL CONTINUOUS BEARING TRUSS (CB-1) DETAIL
TOP OF PLATETOP OF PLATEFLOOR TRUSS
TEMPORARY EXPANSION JOINT
@ 80' INTERVALS
STUDSTUD
AFTER BUILDING IS " CLOSED IN",
NAIL FLOOR DECKING AND FILL
EXPANSION JOINT WITH WOOD
STRIP OR NON-SHRINK GROUT
(PROVIDE 18" SPACING AT PANEL
ENDS AND EDGES.
FLOOR DECKING
SILL PLATE
3 4"
12" GAP IN WALL
BOTTOM PLATES CROSSING
EXPANSION JOINT
NOTE 1: INSTALL BOTTOM FILLER PLATE AND SILL SPLICE PLATE
AFTER NAILING FLOOR DECKING WHEN BUILDING IS "CLOSED IN".
NOTE 1
14 TEMPORARY EXPANSION JOINT FOR FLOOR DECKS
3~16D OR 5~0.131"X3" NAILS
3~16D OR 5~0.131"X3" NAILS
PROVIDE 2X4 SCAB ON EACH
SIDE OF FLOOR TRUSS WHEN
NECESSARY. ATTACH W/ 2~16D
OR 3~0.131"X3" NAILS TOP &
BOTTOM
AT SPANS GREATER THAN 10', BUT LESS THAN 18', PROVIDE A 2X6 STRONGBACK AT
MID-SPAN. AT SPANS GREATER THAN 18' PROVIDE A 2X8 STRONGBACK AT ALL THREE
QUARTER POINTS OF THE SPAN. LOCATE STRONGBACKS DIRECTLY ABOVE BOTTOM
CHORD AND CONTINUE INTO ALL EXTERIOR OR INTERIOR WALLS AT TRUSS
DIRECTION CHANGES AND ATTACH TO LADDER TRUSS AS SHOWN IN DETAILS.
OVERLAP STRONGBACK
SPLICES 4'-0" MINIMUM
NAILED WITH 12~16D OR
18~0.131"X3" NAILS
SPACED EVENLY
NAIL STRONGBACK TO VERTICAL WEB
MEMBERS BOTTOM FLUSH TO BOTTOM
CHORD.
13 TYPICAL FLOOR TRUSS STRONGBACK DETAIL
5~0.131"x3"
NAILS
LADDER TRUSS
1/4
W8X18 HOIST BEAM
(U.N.O. IN PLAN)
BEAR 3-1/2" EA END
⅊ 12" X 6"X4" W/ (2) 12"Ø X4" H.S.
BOND BEAM RE: SPECS.
8" CMU WALL
RE: SPECS. FOR REINF.
2" SOAP
GROUT SOLID AFTER
BEAM INSERTION
17 HOIST BEAM DETAIL @ CMU WALLS
TYPICAL ELEVATOR SHAFT
3 TYPICAL ROOF DRAG TRUSS CONNECTION DETAIL
TOP OF PLATESHEARWALL
TYPE
A35
SPACING
FASTEN MASTER
NLB SPACING
NOTES:
1. (2) CLIPS/FASTENERS MIN. PER
SHEARWALL WITHIN 24" OF WALL ENDS.
2. FOR DOUBLE SIDED SHEARWALLS
(INCLUDING PARTY WALL SHEARWALLS
SHARING A DRAG TRUSS) CUT THE
SCHEDULED SPACING IN HALF.
3. FRT FRAMING REQUIRES
CLIPS/FASTENERS AT 0.9X THE
SCHEDULED SPACING.
4. AT NON- LOAD BEARING CONDITIONS
WITH NLB FASTENERS A 3/4" MAX. GAP IS
PERMISSIBLE BETWEEN THE TOP PLATE
AND TRUSS (NOT SHOWN IN DETAIL).
5. 1 1/4" MIN. NLB FASTENER TRUSS
PENETRATION.
34" O.C.
60" O.C.
39" O.C.
19" O.C.
13" O.C.
10" O.C.
8" O.C.
7" O.C.
11" O.C.
19" O.C.
13" O.C.
6" O.C.
4" O.C.
N / A
N / A
N / A
G1b
G2, G3
G4b, G5b
W1
W3
W5
W7
W9
SHEARWALL
ROOF TRUSS
BOUNDARY NAILING
RE: DECKING ATTACHMENT
SCHEDULE
TRUSS ATTACHMENT
RE: SCHEDULE
(CLIP SHOWN, NLB
FASTENER SIMILAR)
ROOF DRAG TRUSS REQUIRED
ABOVE ALL PARALLEL SHEARWALLS,
DESIGNED BY MANUF. FOR THE
TOTAL SHEAR CAPACITY OF THE
SHEARWALLS IT IS ABOVE
(SEE SHEARWALL SHEATHING
SCHEDULE ON PLANS)
2x4 BLOCKING
@ 6'-0" O.C.
EACH SIDE
ROOF DECKING
ROOF DRAG TRUSS FASTENING SCHEDULE
4 TYPICAL OFFSET ROOF DRAG TRUSS
CONNECTION DETAIL
TOP OF PLATE2"
MIN.
11 1/4" MAX.
(2x12)
2X INTERIOR SHEARWALL OFFSET
FROM DRAG TRUSS ABOVE
0.131" x 3" NAILS SPACED SAME AS
REQUIRED SOLE PLATE NAILING
BOUNDARY NAILING
RE: DECKING ATTACHMENT
SCHEDULE
ROOF DRAG TRUSS REQUIRED
ABOVE ALL PARALLEL SHEARWALLS,
DESIGNED BY MANUF. FOR THE
TOTAL SHEAR CAPACITY OF THE
SHEARWALLS IT IS ABOVE
(SEE SHEARWALL SHEATHING
SCHEDULE ON PLANS)
ROOF TRUSSES, TYP
SHEATHING RE SCHED.
2X4 DIAGONAL BRACE @
APPX 45 DEGREES,
ALTERNATE DIRECTION
ROOF DECKING
TOP OF PLATEH2.5A
4~16D NAILS OR
6~0.131X3" NAILS, TYP
2~16D NAILS OR
3~0.131X3" NAILS TYP.
SHEARWALL NAILING,
RE PLAN
CONTINUOUSLY REPEAT EXAMPLE TRUSS BRACE INSTALLATION SHOWN
ABOVE ALONG ENTIRE LENGTH OF ALL PERPENDICULAR SHEARWALLS
2X4 BLOCKING, TYP
H2A
4~16D NAILS OR 6~0.131X3" NAILS. TYP
2~16D OR 3~0.131"X3" END NAILS,
OTHERWISE: 3~16D OR 4~0.131"X3" TOENAILS, TYP
2X6 BLOCKING,
TOENAIL TO TOP PLATE
W/ 16D @4" O.C. OR
0.131X3" @3" O.C.
2~16D NAILS OR
3~0.131X3" NAILS, TYP
5 TYPICAL TRUSS BRACING AT PERPENDICULAR SHEARWALLS2 TYPICAL NON BEARING WALL TO TRUSS CONNECTION DETAILS
AT BEARING WALLSTOP OF PLATEPARALLEL TRUSS CONDITION PERPENDICULAR TRUSS CONDITION
NOTES:
1. INTERIOR WALLS ONLY.
2. WALLS TALLER THAN 10' TO HAVE FASTENER SPACINGS REDUCED TO 4" O.C.
3. 1 1/4" MIN. NLB FASTENER TRUSS PENETRATION.
4. WHEN USING NLB FASTENERS, GAPPING ABOVE NON-LOAD BEARING WALLS SHOULD ONLY BE USED AT THE
DISCRETION OF THE CONTRACTOR AND BUILDING OFFICIAL AND TYPICALLY REQUIRES CONSIDERATION OF ASSOCIATED
INSTALLATION REQUIREMENTS SUCH AS FLEXIBLE RC AND/OR DRYWALL CLIPS AT CEILING TO WALL INTERFACES.
REFERENCE THE SBCA'S REPORT PARTITION SEPARATION PREVENTION AND SOLUTIONS FOR GUIDANCE.
ROOF OR
FLOOR TRUSS
CHORD
ORIENTATION
MAY VARY
DECKING
(2) 0.131"x3"
END NAILS
TYPICAL
GAP PERMITTED WITH
FASTENMASTER NLB ONLY,
(3/4" MAX.)
ATTACH BLOCKING
TO WALL WITH
(2) 0.131"x3" NAILS OR
(1) FASTENMASTER
NLB CONNECTOR
2X NON LOAD-BEARING WALL
ROOF OR FLOOR TRUSS
CHORD ORIENTATION
MAY VARY
DECKING
2x4 BLOCKING
@ 6'-0" O.C. MAX.
ALONG WALL,
(2 LOCATIONS MIN
PER WALL WITHIN
24" OF WALL ENDS)
1X TOP PLY PERMITTED
AT GAPPED CONDITIONS
GAP PERMITTED WITH
FASTENMASTER NLB ONLY,
(3/4" MAX.)
2X NON LOAD-BEARING WALL
1X TOP PLY PERMITTED
AT GAPPED CONDITIONS
ATTACH TRUSSES TO WALL
WITH (3) 0.131"x3" TOE NAILS
OR (1) FASTENMASTER
NLB CONNECTOR
@ 6'-0" O.C. ALONG WALL,
(2 LOCATIONS MIN
PER WALL WITHIN
24" OF WALL ENDS)
10'-0" MAX. FOR 3X2 BRACES
5'-0" MAX FOR 4X2 BRACES TOP CHORD
FLAT ROOF TRUSS
TEMPORARY DIAGONAL BRACING
@ EVERY 15 TRUSS SPACES.
WEB MEMBER
1
STRONG BACKS @
10'-0" O.C.RIBBON BOARD
PER MANUFACTURER
BOTTOM CHORD
BOTTOM CHORD
TOP CHORD
RIBBON BOARD
PER MANUFACTURER
WEB MEMBER
STRONG BACKS @
10'-0" O.C.
TEMPORARY TOP CHORD BRACING.
LAP AT LEAST (2) TRUSS SPACES WHERE REQ'D.
TEMPORARY TOP CHORD BRACING.
LAP AT LEAST (2) TRUSS SPACES WHERE REQ'D.
TEMPORARY DIAGONAL BRACING
@ EVERY 15 TRUSS SPACES.
TYPICAL FLAT ROOF TRUSS BRACING DETAIL
(REFER TO BCSI, BUILDING COMPONENT SAFETY INFORMATION, BRACING
DETAILS PROVIDED BY TRUSS MANUF. FOR FULL BRACING REQUIREMENTS)
6 TYPICAL EAVE CORNER FRAMING
SIMPSON
LUS26 HANGER
2X STRUCTURAL FASCIA, NO
SPLICES WITHIN 12'-0" OF CORNER.
RE: ARCH FOR DEPTH. #2 2X6 MIN. SIMPSON
LUS26 HANGER
ROOF FRAMING
RE: PLAN.ROOF OVERHANG RE: PLAN.,CONTACT ENGR.FOR CONDITIONS GREATER THAN 4'-0"(6) 0.131"Ø X 3"
TOTAL EA SIDE NAILS
(3) 0.131" X 3" NAILS MIN.
TYP.
2X6 NAILER (EA. SIDE)
TRIM ENDS NAIL W/(6) 0.131" X 3" AS REQ'D.
2X STRUCTURAL FASCIA, NO
SPLICES WITHIN 12'-0" OF CORNER.
RE: ARCH FOR DEPTH. #2 2X6 MIN.
1X OVERHANG (MIN)
19 TYPICAL BRACED LOOSE LINTEL
CONTACT ENGINEER FOR APPLICABLE LOCATIONS
NOTE:
1. THIS DETAIL REQUIRES ARCHING ACTION.
BRICK MUST BE INSTALLED IN A RUNNING BOND
WITH NO SOFT JOINTS OR DISRUPTIONS.
2. WOOD BEAM DOES NOT SUPPORT BRICK.
BRICK MUST BEAR ON LOOSE LINTEL BEARING
ON AT LEAST 8" OF BRICK ON EITHER END.
BRICK, 39 PSF MAX
RE: ARCH.3/8" Ø x 6" LAG BOLTS @ 36" O.C.
CENTERED IN 1/2" x 2" VERTICAL LONG
SLOTTED HOLES IN BENT PLATE.
DO NOT TIGHTEN PAST INITIAL CONTACT.
DROP BEAM - RE: PLAN
CURVED 3/8" BENT PLATE
BRACED LOOSE LINTEL
2"BOLT HEAD WITH
OVERSIZED WASHER
14"
5"
4x12 SOLID
BLOCKING TYP.
GAP BRICK AROUND TO
ALLOW FOR DIFFERENTIAL
MOVEMENT
WEB STIFFENER/
SHEARPLATE BY
FABRICATOR
THRU BOLT TO BE
PROVIDED AFTER
SHOP DRAWINGS
SUBMITTAL FOR
REVIEW PRIOR TO
CONSTRUCTION
2"2"DOUBLE STUD EA.
SIDE OF BLOCKING
RE:ARCH
CANOPY & CONNECTIONS
BY OTHERS
HGA10 CLIP T&B @ EA.
END OF BLOCKING, TYP.
RE: ARCH
5'-0" MAX
RE: ARCH3'-0" - MIN1/2" STEEL PLATE
SUBMIT REACTIONS TO
E.O.R. PRIOR TO
FABRICATION CONNECTIONS
& RODS @ 6'-0" MAX
16 TYPICAL STEEL AWNING CONNECTION
FLOOR TRUSS,
ORIENTATION AND
STAGGER MAY VARY
WALL BELOW
MAX 2 1/2" Ø
PENETRATION
THROUGH PANEL
SINGLE PIECE OF 4-PLY. MIN
19/32" PLYWOOD ATTACHED W/
0.148"X3" NAILS @ 2" O.C.
ALONG ALL FOUR SIDES
ONE 20" MIN., OR TWO 10" MIN.,
FIELD-BUILT BLOCK(S)
MUST BE INSTALLED
FOR EVERY SCHEDULED
TRUSS SHEAR BLOCK
NOT INSTALLED#2 SYP BLOCKING
CONTINUOUS ON
ALL FOUR PANEL
EDGES W/ 0.148"X3"
NAILS @ 2" O.C.
NOTES:
1. OSB IS NOT PERMITTED.
2. AT PARALLEL CONDITIONS CONTINUE SHEAR WALL
CONSTRUCTION UP THROUGH FLOOR CAVITY WHERE
DRAG LADDER TRUSS IS NOT PROVIDED.
3. WALL PLATE MATERIAL MUST BE SYP.
11 FIELD-BUILT SHEAR BLOCK DETAIL
SCALE: 3/4" = 1'-0"
TOP VIEW
2X SOLE
PLATE
FLOOR
DECKING
FLOOR
TRUSS
2-2X BEARING
PLATES
LOAD BEARING
WALL ABOVE
TOP OF PLATELOAD BEARINGWALL BELOW
ADDITIONAL INTERSTITIAL
CRIPPLE STUDS WHERE
TRUSSES AND/OR STUDS
ARE MISALIGNED BY MORE
THAN 3" CLEAR DISTANCE
(NOT REQUIRED AT HIGHEST LEVEL)
15 TYPICAL DETAIL FOR INTERSTITIAL FLOOR FRAMING AT COLUMNS
2X SOLE
PLATE
FLOOR
DECKING
FLOOR TRUSS
2-2X BEARING
PLATES
PROVIDE
INTERSTITIAL
CRIPPLE STUD PACK
SIZED TO TO MATCH
WIDTH OF COLUMN
BELOW.
STUD PACK /
COLUMN ABOVE
STUD PACK /
COLUMN BELOW
WHERE TRUSSES LAND
UNDER COLUMN
INSTALL CRIPPLE STUD
ON EA SIDE OF TRUSS
AS A MINIMUM, NAILED
W/ 0.131"X3" @2" O.C.
A. CRIPPLE STUD REQUIREMENTS
AT SCHEDULED STUD LAYOUTS
B. CRIPPLE STUD REQUIREMENTS
AT STUD PACKS/COLUMNS
3"
MAX W/O
CRIPPLE
SHOWN
ALIGN TRUSS & STUD SPACING BETWEEN LEVELS @48" O.C.
3"
MAX W/O
CRIPPLE
SHOWN
SHEET NUMBER
MAGNOLIA CONDOS
126 TH AND
RANGELINE ROAD
ISSUE DATE
ISSUE TITLE
SHEET TITLE
DRAWING SCALE
PROJECT NUMBER
PROJECT NAME & LOCATION
609.004.20H
CAD / ENG
The words around this title block reflect the values and definition of Integrity Structural Corp. and do not include any notes pertaining to the drawings for this project. For God so loved the world that he gave his one and only Son, that whoever believes in him shall not perish but have eternal life. For God did not send his Son into the world to condemn the world, but to save the world through him. Whoever believes in him is not condemned, but whoever does not believe stands condemned already becauscree en él no es condenado, pero el que no cree ya está condenado por no haber creído en el nombre del Hijo unigénito de Dios. Ésta es la causa de la condenación: que la luz vino al mundo, pero la humanidad prefirió las tinieblas a la luz, porque sus hechos eran perversos. Pues todo el que hace lo malo aborrece la luz, y no se acerca a ella por temor a que sus obras queden al descubierto. En cambio, el que practica la verdad se acerca a la luz, para que se vea claramente que ha hecho sus obras en obedienin the name of God's one and only Son. This is the verdict: Light has come into the world, but men loved darkness instead of light because their deeds were evil. Everyone who does evil hates the light, and will not come into the light for fear that his deeds will be exposed. But whoever lives by the truth comes into the light, so that it may be seen plainly that what he has done has been done through God. (John 3:16-21, NIV). Therefore Jesus said again, "I tell you the truth, I am the gate for the shee
CONSTRUCTION@
INTEGRITYSTRUCTURAL.COM
12777 JONES RD., STE 388
HOUSTON, TX 77070
281 894 7099
2020.09.09
PROGRESS SET
JT / GD
2020.10.07
BID DOCUMENTS
JT / GD
2020.11.11
CONTRACT SET
JT / GD
2021.01.06
REVISION #1
JT / GD
STANDARD
WOOD FRAMING
DETAILS
3/4" = 1'-0"
S0-3B
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10/25/21