HomeMy WebLinkAboutS0-5A-STANDARD WOOD FRAMING DETAILSALTERNATE PANEL JOINT SPACINGRE: PLAN @ FLOORS RE: PLAN@ ROOFRE: SHEARWALL SILL PLATE
ANCHORAGE SCHEDULE
RE: SILL PLATE
ANCHORAGE SCHEDULE
STUD PACK @ EA. END OF
SHEARWALL RE: HOLDOWN / STRAP
SCHED. FOR NUMBER OF PLYS.,
PROVIDE BOUNDARY NAILING
ALONG EACH INDIVIDUAL PLY
DOUBLE TOP PLATES
2X STUDS
RE: SILL & SOLE PLATE
ANCHORAGE SCHED.
SHEARWALL
RE: SILL PLATE
ANCHORAGE SCHEDULE
LOAD BEARING WALL
ROOF DECKING
RE: SPECS
NON-STRUCTURAL SHEATHING
RE: ARCH. (NOT SHOWN)
FLOOR DRAG TRUSS REQUIRED
ABOVE PARALLEL SHEARWALLS,
SEE NOTE 3 ON THE SHEAR
BLOCKING SCHEDULE ON
THE STANDARD SHEARWALL
NOTES AND SCHED. SHEET.
TRUSS BRACING REQUIRED
AT PERPENDICULAR SHEARWALLS,
SEE TYPICAL DETAILROOF DRAG TRUSS REQUIRED
AT PARALLEL SHEARWALLS, SEE ROOF
DRAG TRUSS CONNECTION DETAIL
(BLOCK PANEL JOINTS WHERE
REQUIRED BY SHEARWALL
SHEATHING SCHEDULE)
PLYWOOD FLOOR SHEATHING
INTERSTITIAL STUD PACK @ EA.
END OF SHEARWALL
STRUCTURAL SHEARWALL SHEATHING
RE: SHEARWALL LOCATION PLAN
& SHEARWALL SHEATHING SCHEDULE.
SHEATHING MUST BE INSTALLED
PRIOR TO FLOOR TOPPINGS THAT WOULD
PREVENT SHEATHING FROM BEING
LAPPED FULLY ONTO SILL/SOLE PLATE
BOUNDARY NAILING @ PANEL
EDGES, RE: SHEARWALL
SCHED. FOR FASTENER
TYPE AND SPACING
FIELD NAILING @ INTERMEDIATE
STUDS, RE SHEARWALL SCHED.
FOR FASTENER TYPE AND SPACINGTOP OF PLATE TOP OF PLATECRIPLES REQUIRED AT WALL STUD PACKS
AND COLUMNS, SEE TYPICAL DETAIL FOR
INTERSTITIAL FLOOR FRAMING AT COLUMNS
ROOF TRUSS
FRAMING ANCHOR AT EACH TRUSS,
RE ROOF PLAN NOTES
FLOOR TRUSS SHEARBLOCKS
REQUIRED ABOVE PERPENDICULAR
SHEARWALLS, SEE SHEAR BLOCKING
SCHEDULE ON THE STANDARD
NOTES SCHED. SHEARWALL
SHEET.
RE: UPLIFT CONNECTIONS DETAILS
SHEARWALL STRAPPING WHERE
INDICATED ON SHEARWALL LOCATION
PLAN, ALIGN STRAPED STUD PACKS
FLOOR-TO-FLOOR AND WITH HOLDOWN
STUD PACKS AT LOWEST LEVEL
MAY BE REPLACED WITH ROD SYSTEM
IF APPROVED BY OWNER.
HOLDOWN WHERE INDICATED ON
SHEARWALL LOCATION PLAN
MAY BE REPLACED WITH ROD
SYSTEM IF APPROVED BY
OWNER.
RE: UPLIFT CONNECTIONS
DETAIL FOR TYPICAL FLOOR
CAVITY STRAPPING
REQUIREMENTS
RE: UPLIFT CONNECTIONS DETAILS
1 TYPICAL MULTIPLE LEVEL ELEVATION AT BEARING WALLS & SHEARWALLS RE: PLANDOUBLE
TRIMMERS
DOUBLE KING STUD
(TRIPLE KING STUD
REQ'D IN WALLS
W/ 3 OR MORE
FLOORS ABOVE)BEAM / HEADER
RE: PLAN
OPENINGS
UNDER 7'-0" WIDE
SINGLE TRIMMER
NAIL
W/ 6~0.131"X3"
LONG NAILS
SINGLE KING STUD
(DOUBLE KING
STUD REQ'D
IN WALLS W/ 3
OR MORE
FLOORS ABOVE)
BEAM / HEADER
RE: PLAN
OPENINGS
UNDER 5'-0" WIDE
TRIPLE KING STUD
(QUADRUPLE
KING STUD
REQ'D IN WALLS
W/ 3 OR MORE
FLOORS ABOVE)BEAM / HEADER
RE: PLAN
OPENINGS
UNDER 10'-0" WIDE
NAIL
W/ 8~0.131"X3"
LONG NAILS
DOUBLE
TRIMMERS
NAIL
W/ 8~0.131"X3"
LONG NAILS
NOTES:
1. STUD PACKS SHOWN ARE THE MINIMUMS AND MAY BE LARGER PER PLAN.
2. AT FLUSH BEAMS ALL STUDS TO BE FULL HEIGHT UNDER BEAM FULLY.
3. SHEARWALLS ENDS MAY REQUIRE ADDITIONAL STUDS. RE: HOLDOWN SCHEDULE FOR MIN.
FOR EACH HOLDOWN MODEL.
4. RE: STANDARD NAILING SCHEDULE, FOR STUD PACK PLY NAILING.
5. CONTACT EOR FOR OPENINGS 10' OR GREATER.
2 TYP. 2X4 LOAD BEARING WALL HEADER SUPPORT DETAILTOP OF PLATEA 35 SINGLE
TRIMMERS
DOUBLE KING STUD
(TRIPLE KING STUD
REQ'D IN WALLS
W/ 3 OR MORE
FLOORS ABOVE)BEAM / HEADER
RE: PLAN
OPENINGS
UNDER 7'-0" WIDE
DOUBLE KING STUD
(TRIPLE KING STUD
REQ'D IN WALLS
W/ 3 OR MORE
FLOORS ABOVE)BEAM / HEADER
RE: PLAN
OPENINGS
UNDER 10'-0" WIDE
NAIL
W/ 8~0.131"X3"
LONG NAILS
SINGLE
TRIMMERS
NAIL
W/ 8~0.131"X3"
LONG NAILS
A35SINGLE TRIMMER
NAIL
W/ 6~0.131"X3"
LONG NAILS
SINGLE KING STUD
(DOUBLE KING
STUD REQ'D
IN WALLS W/ 3
OR MORE
FLOORS ABOVE)
BEAM / HEADER
RE: PLAN
OPENINGS
UNDER 5'-0" WIDE
NOTES:
1. STUD PACKS SHOWN ARE THE MINIMUMS AND MAY BE LARGER PER PLAN.
2. AT FLUSH BEAMS ALL STUDS TO BE FULL HEIGHT UNDER BEAM FULLY.
3. SHEARWALLS ENDS MAY REQUIRE ADDITIONAL STUDS. RE: HOLDOWN SCHEDULE FOR MIN.
FOR EACH HOLDOWN MODEL.
4.RE:STANDARD NAILING SCHEDULE, FOR STUD PACK PLY NAILING.
5.CONTACT EOR FOR OPENINGS 10' OR GREATER.
3 TYP. 2X6 LOAD BEARING WALL HEADER SUPPORT DETAILRE: PLANTOP OF PLATEBEARING PLATES
2X SUDS
SPLICE IN
BOTTOM PLY SPLICE
48" MIN. LAP W/
16~16D NAILS, STAGGERED OR
24~0.131"X3" NAILS, STAGGERED
NOTE:
- MINIMUM LAP SHALL BE 2'-0"
W/ 8~16D OR 12~0.131"X3" NAILS STAGGERED AT NON-BEARING WALLS
- SHORT SPLICES MAY BE REPAIRED W/ CS18X24" W/10~ 8D NAILS @ EA. SIDE
OR (2)CSHP18 X 22" W/(9)0.131"X2 1
2" EA. SIDE
4 TYPICAL TOP PLATE SPLICING DETAILRE: PLANTOP OF PLATE2-2X
IN TOP PLY
(2) SIMPSON CS 18 STRAPS X 24" WITH
10-8D NAILS @ EACH SIDE,
OR (2)CSHP18 X 22"
W/ (9)0.131"X2 1
2" EA. SIDE
TOP PLATE
TRIMMER POST OR STUD
PACK, RE: TYPICAL LOAD
BEARING WALL HEADER
SUPPORT DETAILS
NOTE: IF TOP PLATE IS CONT.
OVER TOP OF BEAM, STRAPPING
MAY BE OMITTED.
RE: TYPICAL LOAD BEARING
WALL HEADER SUPPORT DETAILS
5 TO TOP PLATE STRAPPINGRE: PLANTOP OF PLATETYPICAL DROP BEAM/HIGH HEADER
TOP OF PLATE9 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: ARCH PENETRATIONS
TOP OR BTM PLATE
PLATE PENETRATION
SINGLE WALL TOP VIEW
(REINF. / PROTECTION NOT SHOWN
SIDE VIEW
41 2" 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 REQUIRED2" MIN.2" MIN. ADD'L BLOCKING AS REQUIRED
16 GA. NAIL STOP W/ (6) 16d NAILS,
(REQUIRED AT ALL EXPOSED
SIDES OF WALL W/
CL OF 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
7 NOTCHES & BORED HOLES IN WALL STUDS DETAIL
5/ 8"MIN
.
5/ 8"MI N.
" N "
PROVIDE GAP ABOVE THE
PIPE TO ACCOMMODATE
WOOD SHRINKAGE +
SETTLEMENT PER
STRUCTURAL SPECS.
(11 4" MIN.)
25% W40% W
40% W
"N" (MAX)
"D" (MAX)
Notes
1. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A NOTCH.
2. PROVIDE ELONGATED HOLES SO AS TO ACCOMMODATE WOOD SHRINKAGE (RE: SPECS.). NOT
PROVIDING A GAP BETWEEN THE STUD AND THE PIPE MAY RESULT IN DAMAGE TO THE PIPE.
3. "D" MAY BE INCREASED TO 60% OF "W" FOR TWO CONSECTIVE NON LOAD BEARING STUDS
MAXIMUM, BUT STUDS MUST BE DOUBLED UP.
PROVIDE 16 GA. NAIL
STOP WHERE LINE OR
PIPE IS LESS THAN 11 2"
FROM STUD FACE. PROVIDE 16 GA.
NAIL STOP WHERE
LINE OR PIPE IS
LESS THAN 11 2" FROM
STUD FACE.
INTERIOR NON LOAD
BEARING WALL STUDS
EXTERIOR AND/OR LOAD
BEARING WALL STUDS
(SEE NOTE 3)40% W
"D"
"W""W"RE. SCHEDULECONT DECKING - RE: SPECS
FLOOR TRUSS
SHEARWALL STUDPACK,
RE: SIMPSON HARDWARE
SCHEDULE ON S0-3B
ASSEMBLY AIRSPACE,
RE: ARCH.
SHEARWALL
STRAP, RE: PLAN
SHEARWALL STUDPACK,
RE: SIMPSON HARDWARE
SCHEDULE ON S0-3B
SIMPSON HOLDOWN &
ANCHOR, RE: PLAN &
SCHEDULE
SHEARWALL
BOUNDARY
EDGE NAILING.
PROVIDE & MATCH
SW BOUNDARY EDGE
NAILING BETWEEN
JUMPERPLATE &
WALL PLATE.
FLOOR TRUSS
STRUCTURAL PLYWOOD
INSTALLED WITHIN
AIRSPACE, RE: SW PLAN &
SHEATHING SCHEDULE.
SHEAR BLOCKS BETWEEN TRUSSES
NOT SHOWN, RE:STD DETAILS
NOTE:
1.CONSTRUCTION OF FULL WALL ASSEMBLY TO BE COORDINATED
BY GC & CONTRACTORS. VERIFY & COORDINATE CONSTRUCTION
OF THIS SHEARWALL WITH CITY REQUIREMENTS & CITY INSPECTOR
PRIOR TO INSTALLATION OF 2ND WALL.
2.RE:SHEARWALL SCHEDULES & SHEARWALL LOCATION PLAN FOR
LOCATIONS WHERE THIS DETAIL OCCURS.RE: PLANTOP OF PLATE(AS NEEDED WHERE PLYWOOD SHEATHING EXISTS @ PARTYWALL)
8 PLYWOOD SHEATHING @ UNIT SEPERATION WALLS, TYP
SCALE: 3/4" = 1'-0"
CONCRETE
PROVIDE BOUNDARY NAILING ALONG
BOTH STUDS PLYS ADJACENT TO
INTERSECTING WALL (NOT SHOWN)
0.131"X3" NAILS @ 3" O.C. AT ALL
STUD TO STUD INTERFACES
(STAGGERED WHERE POSSIBLE)
SHEARWALL SHEATHING
(SIMILAR DETAIL FOR
SHEATHING ON INSIDE
OF CORNER, REF PLAN)CONTINUOUS SHEARWALLRE: PLANWIND POST @ EVERY END
OF SHEARWALL PER SCHED.
FLUSH HOLDOWN TO
INTERIOR FACE OF STUD
@ EXTERIOR WALLS.
2" @ 2X4 EXTERIOR WALLS
4" @ 2X6 EXTERIOR WALLS
6 TYPICAL SHEATHING AND HOLDOWN CONSTRUCTION AT SHEARWALL ENDS AND INTERSECTIONS (PLAN VIEW)
SHEARWALL SHEATHING PER PLAN
PROVIDE BOUNDARY NAILING
PER WALLSHEATHING SCHEDULE
12"10" OR 8"2X BLOCKING
CORRIDOR WALL
2X STUDS (MATCH WALL WIDTH)CONTINUOUS SHEARWALLRE: PLANCONTINUOUS SHEARWALL
RE: PLAN
0.131"X3" NAILS @ 3" O.C. AT ALL
STUD TO STUD INTERFACES
(STAGGERED WHERE POSSIBLE)
0.131"X3" NAILS @ 3" O.C. AT ALL
STUD TO STUD INTERFACES
(STAGGERED WHERE POSSIBLE)
SHEARWALL SHEATHING PER PLAN
SHEARWALL SHEATHING
PARTY WALL WITH
2x4 + 2x6 OR (2) 2x4 WALLS
2X BLOCKING
PROVIDE BOUNDARY NAILING
PER WALLSHEATHING SCHEDULE
PARTY WALL WITH
(2) 2x6 WALLS
2X STUDS (MATCH WALL WIDTH)
SHEARWALL SHEATHING PER PLAN
CORRIDOR WALL
2x6 STUDS SISTERED TO
2x4 STUD @ TRANSITION
0.131"X3" NAILS @ 3" O.C. AT ALL
STUD TO STUD INTERFACES
(STAGGERED WHERE POSSIBLE)CONTINUOUS SHEARWALLRE: PLAN0.131"X3" NAILS @ 3" O.C. AT ALL
STUD TO STUD INTERFACES
(STAGGERED WHERE POSSIBLE)
A. CONT. SHEARWALL WITH
SINGLE INTERSECTING WALL
B. CONT. SHEARWALL WITH
SINGLE INTERSECTING PARTY WALLS
C. CONT. SHEARWALL AT STUD SIZE CHANGE D. TYPICAL HOLDOWN
INSTALLATION REQUIREMENTS
HD ANCHOR LOCATION MAY VARY
UP TO 5% OF WALL LENGTH FROM
MIN REQUIRED TO FIT SCHEDULED
POST & HOLD DOWN AS SHOWN
STRAP FULL LENGTH OF SHEAR WALL
MIN FASTENING TO PREVENT BUCKLING
RE: SIMPSON STRONG-TIE COMPANY INC.
MIN FASTENERS
AND END LENGTH
RE: SIMPSON STRONG TIE
COMPANY INC.
1. VERTICAL STRAPS AND HOLDDOWNS
NOT SHOWN FOR CLARITY, RE: SCHEDULE.
2. INSTALL WOOD STRUCTURAL PANEL
SHEATHING CONTINUOUS FULL WALL
LENGTH INCLUDING AREAS ABOVE &
BELOW OPENING PER SHEARWALL
SCHEDULE (NOT SHOWN).
3. STRAPS SHALL BE ATTACHED ON
EXTERIOR OF BUILDING, PLACED OVER
STRUCTURAL PANEL SHEATHING. FOR
DEFLECTION SENSITIVE CLADDING, IT
SHALL BE PERMITTED TO ATTACH STRAPS
DIRECTLY TO WALL FRAMING AND
BLOCKING IF SHEATHING HAS BOUNDARY
NAILING FULL LENGTH OF STRAP BLOCKING.
4.STRAPS CAN BE MINIMALLY OFFSET FROM
WINDOW OPENING TO ALLOW FOR
ATTACHMENT OF WINDOW/TRIM/WALL
SHEATHING (MAX.2").
PROVIDE ADD. BLOCKING AS REQUIRED.
10
TYPICAL FORCE TRANSFER AROUND OPENINGS (FTAO) STRAPPING DETAIL
ELEVATION VIEW
DOUBLE STRAP BLOCKING
SECTION A-A
MIN FASTENERS
AND END LENGTH
RE: SIMPSON STRONG TIE
COMPANY INC.
WALL OPENING
HEADER - RE: PLAN
FTAO HORIZONTAL STRAPS,
RE: SHEARWALL SCHEDULE,
INSTALL AS CLOSE AS
POSSIBLE TO OPENING
ADD ADDITIONAL WINDOW SILL
FRAMING AS REQUIRED
A
A
ADD BLOCKING AT STRAP LOCATION
AS REQUIRED, (TYP)
SINGLE STRAP BLOCKING
STRAPS
EXT. WSP
SHEATHING
2x8
BLOCKING
STUD
BEYOND
EXT. WSP
SHEATHING
2x8
BLOCKING
STUD
BEYOND
STRAP
Re: PlanTop of Plate11 MAXIMUM CONSTRUCTION MATERIAL STACKING HEIGHT
SCALE: 3/4" = 1'-0"
STACKED MATERIAL
RE: SCHEDHEIGHT VARIESCONSTRUCTION
MATERIAL ON FLOORS
GYPSUM BOARD 11"
PLYWOOD OF OSB
ASPHALT SHINGLES
CONCRETE BLOCK
15"
8"
BRACED ROOF OR
FLOOR TRUSSES
ROOF OR
FLOOR
DECKING
NOTES:
1. DO NOT EXCEED STACK DEPTH SHOWN IN TABLE UNLESS
ALTERNATIVE INFORMATION IS PROVIDED BY THE EOR.
LIMITS ARE ONLY APPLICABLE ON FLOOR FRAMING WHERE
SELF-LEVELING OR CONCRETE TOPPING IS SCHEDULED TO
BE INSTALLED, BUT HAS NOT YET BEEN PLACED. LIMITS
ARE ONLY APPLICABLE ON ROOF FRAMING WHERE
ROOFING MATERIALS HAS YET TO BE INSTALLED.
2. STACKED MATERIAL STORAGE SHALL NOT EXCEED 7 DAYS
IN DURATION.
3. CONSTRUCTION MATERIALS SHALL BE DISTRIBUTED
PROPERLY PER BCSI-B4.
4. DO NOT STACK IN AREAS WITHOUT ALL LATERAL
RESTRAINT AND CONSTRUCTION PHASE BRACING
SECURELY AND PROPERLY IN PLACE AT ALL FRAMING
BELOW.
5. NEVER STACK MATERIALS ON UNBRACED TRUSSES.
6. NEVER DROP MATERIAL LOADS FROM ANY HEIGHT.
DAMAGE AND FAILURE FROM THE IMPACT IS POSSIBLE
EVEN IF THE WEIGHT OF THE MATERIAL IS SMALLER THAN
THE SCHEDULED LIMITS.
7. DO NOT ALLOW PERSONNEL IN AREAS UNDER MATERIAL
BEING ACTIVELY PLACED.
8. DO NOT ALLOW PERSONNEL ON TOP OF MATERIAL
STACKS.
9. STACK MATERIALS FLATWISE, PERPENDICULAR TO AS
MANY TRUSSES AS POSSIBLE WITH MIN CLEARANCE
AROUND EACH STACK EQUAL TO THE STACK'S FOOTPRINT.
10. NEVER STACK MATERIALS AT THE CENTER OF A SPAN OR
ON CANTILEVERED ENDS OF TRUSSES.
ON ROOFS
5"
7"
1 BUNDLE
N/A
MAX MATERIAL STACK HEIGHT
2 BUNDLES
STANDARD
WOOD FRAMING
DETAILS
3/4" = 1'-0"
S0-5A
SHEET NUMBER
NORTH END
APARMENTS
SMOKY ROW
ROAD & U.S. 31
CARMEL,IN
ISSUE DATE
ISSUE TITLE
SHEET TITLE
DRAWING SCALE
PROJECT NUMBER
PROJECT NAME & LOCATION
609.003.20H
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 sheep. All who ever came before me were thieves and robbers, but the sheep did not listen to them. I am the gate; whoever enters through me will be saved. He will come in and go out, and find pasture. The thief comes only to steal and kill and destroy; I have come that they may have life, and have it to the full. (John 10: 7-10, NIV) Jesus answered, "I am the way and the truth and the life. No one comes to the Father except through me." (John 14:6, NIV) These bible verses reflect Integrity Structural Co
CONSTRUCTION@
INTEGRITYSTRUCTURAL.COM
12777 JONES RD., STE 388
HOUSTON, TX 77070
281 894 7099
2020.10.26
DESIGN DEVELOPMENT
DZ / MD
2020.12.04
PERMIT SET
DZ / MD
2021.01.15
BID DOCUMENTS
DZ / MD
04/15/22