HomeMy WebLinkAboutS0-5C-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
3 TYPICAL INTERIOR BLOCKING DETAILS
TRUSS
(VERIFY CHORD
ORIENTATION
W/TRUSS MANUF.)
2X4 (FLAT) ATTACHED TO
BOTTOM OF TRUSS W/
(2)#10 WOOD SCREWS
FULLY EMBEDED INTO
BOTTOM CHORD OF
TRUSS @ 12"O.C.Re: PlanTop of Plate1 CEILING FURR DOWN DETAIL
2X6 JOIST
(3) 0.131" X 3"
2X6@24"O.C. ALTERNATING
ON EITHER SIDE OF TRUSS
ALONG FULL TRUSS LENGTH
4'-0" (MAX.)
2X4 BRACES
ALTERNATE
DIRECTIONS
@EA.JOIST
(2) 0.131" X 3"
4 TYPICAL CRICKET SCHEMATICSLOPECRICKET AT ALL SLOPE
OBSTRUCTIONS (TYP).
NOT SHOWN IN PLAN
Plan View
CRICKET/SADDLE/CROSS SLOPE IS REQUIRED TO DIVERT WATER AND PROMOTE POSITIVE
DRAINAGE AT ALL SLOPE OBSTRUCTIONS ON SLABS ON GRADE, ELEVATED CONCRETE SLABS,
TOPPING OVER FRAMING AND/OR ROOFS.
1/4
W8X18 HOIST BEAM
(U.N.O. IN PLAN)
BEAR 3-1/2" EA END
⅊ 1
2" X 6"X4" W/ (2) 1
2"Ø X4" H.S.
BOND BEAM RE: SPECS.
8" CMU WALL
RE: SPECS. FOR REINF.
2" SOAP
GROUT SOLID AFTER
BEAM INSERTION
6 HOIST BEAM DETAIL @ CMU WALLS
TYPICAL ELEVATOR SHAFT RE: PLANTOP OF PLATE7 TYPICAL METER CONDUIT ROUTING
ADDITIONAL INTERIOR WALL
2X WALL
UNIT
FLOOR TRUSS (UNIT)
NON LOAD-BEARING WALL
METER CLOSET
METER BANK - RE: MEP
(INTERIOR LOCATIONS)
MEP TO AVOID
ROUTING THROUGH
CRITICAL TOP PLATES
OF BEARING WALL
BEARING WALL
METER BANK - RE: MEP
(EXTERIOR LOCATIONS)RE: PLANTOP OF PLATE8 TYPICAL METER CONDUIT ROUTING
FURRDOWN
2X WALL
UNIT
FLOOR TRUSS
(UNIT)
METER CLOSET
METER BANK
RE: MEP
MEP TO AVOID
ROUTING THROUGH
CRITICAL TOP PLATES
FURRDOWN TO ROUTE MEP
9 TYPICAL SHAFT LINER SUPPORT DETAIL
2X SOLE PLATE
2X WALL
DECKING W/BOUNDARY NAILING
BEAM-RE:PLAN
KNEE WALL TRUSS
LATERAL LINER
SUPPORT
PER ARCH.
LATERAL CHUTE
SUPPORT
@EA. LEVEL,
RE:ARCH.
CHUTE
RE:ARCH.
(TRUSS ORIENTATION VARIES)
CONTINUOUS L6X6X 5
16" @ ALL SIDES
OF CHASE MINIMALLY RIP
HORIZONTAL LEG AS REQUIRED
RE:ARCH. FOR
SHAFT LINER ASSEMBLY
1
4" X 3 1
2" SDS SCREWS
STAGGERED @ 5" O.C.2" 212" 112"10 TYPICAL WOOD STAIR FRAMING DETAIL
STAIR MIDSPAN SUPPORT WALL (OR
BEAM, SIM.) WHERE REQ'D TO REDUCE
STRINGER SPAN TO SCHEUDLED MAX RE: ARCHRE: ARCH
2x12 CUT STRINGERS @ 12" O.C.
FOR TREAD AND RISER SUPPORT512" M IN TH
R
O
A
T
ON C
U
T
STRI
NGE
R
S
2x SILL PLATE RIPPED TO SIZE
RE: SILL & SOLE PLATE
ANCHORAGE SCHEDULE
STAIR SUPPORT
BEAM, RE: PLAN
BLOCKING AS
REQ'D
STRINGER SPACING
RE: SCHEDULE STAIR TREAD, RE: ARCH
2x12 CUT STRINGER
CLIPPING, RE: SCHEDULE
STAIR SUPPORT
BEAM, RE: PLAN
SCAB MEMBERS
RE: SCHEDULE
RE: ARCHRE: ARCH
2x SOLE PLATE RIPPED TO
SIZE, RE: SILL & SOLE PLATE
ANCHORAGE SCHEDULE RE: ARCHRE: ARCH
STAIR SUPPORT BEAM,
RE: PLAN
4x2 BLOCKING @ 12" O.C.
W/ (2) 0.131" x 3" TOENAILS
@ EACH END
RE: DETAILS FOR ALTERNATE
BEARING CONDITIONS
FLOOR FRAMING,
TYPE AND
ORIENTATION
MAY VARY,
RE: ARCH
CLOSED TOE BOARD PER ARCH
CLIPPING, RE: SCHEDULE
NOTES:
1. 10 PSF MAX DEAD LOAD ALLOWABLE (NO CONCRETE OR GYP TOPPING; 2 PSF MAX FLOORING).
CONTACT ISC FOR MAXIMUM SPANS FOR HIGHER DEAD LOADS.
2. A34 CLIPS SCHEDULED ABOVE ARE TO BE INSTALLED USING #9 x 1 3 4" SD SCREWS PER SIMPSON
REQUIREMENTS.
3. ALL SCABS SHOULD BE ATTACHED TO STRINGERS USING (2) ~ 0.131" x 3" NAILS @ 3" O.C.
4. ALL CONVENTIONAL LUMBER TO BE #2 SYP. LVL SCABS SHOULD BE 2.0E AND 2,600 Fb, MIN.
5. MULTIPLE MIDSPAN SUPPORT WALLS OR BEAMS MAY BE INSTALLED TO REDUCE THE EFFECTIVE
SPAN AS REQUIRED, HOWEVER NO SINGLE SPAN SHOULD EXCEED THE MAXIMUM SPAN LISTED
IN THIS SCHEDULE. SPANS ARE MEASURED HORIZONTALLY ONLY.
6. BOTTOM OF STRINGERS MUST BE SHEATHED WITH GYPSUM OR OSB OR BRACED WITH 2x4
SCABS @ 24" O.C.
SECTION C-C SECTION D-D
SCAB TYPE
CONVENTIONAL WOOD-FRAMED STAIR SCHEDULE
(2) 2x6 (1) EACH SIDE
REQUIRED CLIPPING AT EACH
STRINGER END CONNECTION
STRINGER SPAN
(MAX)
(2) 2x12 (1) EACH SIDE
STRINGER
SPACING
DESIGN LIVE
LOADING
10'-0"
15'-6"
19'-0" (2) 13 4 " x 111 4" LVL
(1) EACH SIDE
12" O.C.
MAX
24" O.C.
MAX
7'-6" (2) 2x6 (1) EACH SIDE
(1) A34
(2) A34
(2) A34
(2) A34
11'-0" (2) 2x12 (1) EACH SIDE (3) A34
16'-6" (2) 13 4" x 111 4" LVL
(1) EACH SIDE (4) A34
PUBLIC
(100 PSF)
2x6
2x12
11'-6"
16'-0"
19'-0" 13 4" x 111 4" LVL
12" O.C.
MAX
24" O.C.
MAX
9'-0"
(1) A34
(2) A34
11'-0"
PRIVATE
(40 PSF)
(1) A34
2x6
2x12 (2) A34
(1) A34
16'-6" 13 4" x 111 4" LVL
(2) A34
STRINGER SPACING
RE: SCHEDULE
STAIR SUPPORT BEAM, RE: PLAN
WOOD STAIR CONCRETE BEARING CONDITION
WOOD STAIR FLOOR BEARING CONDITION
D
C
C
SCAB MEMBERS, RE: SCHEDULE
CLIPPING, RE: SCHEDULE
D
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" MAXRE: ARCH3'-0" - MIN1/2" STEEL PLATE
SUBMIT REACTIONS TO
E.O.R. PRIOR TO
FABRICATION CONNECTIONS
& RODS @ 6'-0" MAX
5 TYPICAL STEEL AWNING CONNECTION
Side View
(2) 2X6 BLOCKING W/ A35 EA END
DOUBLE NUTS ON OVERSIZED
WASHERS @ BOTH ENDS
ROOF OR FLOOR TRUSS ABOVE
3 4" THREADED STEEL ROD THROUGH
CENTER OF (2) 2X6 T&B
SLEEVE PER ARCH
(2) LAYERS OF 23 32 FLOOR DECKING
IN OPPOSING DIRECTIONS
(2) 2X6 @ ALL NON WALL SUPPORTED EDGES
HGA10
1716"312" @ UNSUPPORTED CORNER (1 MAX.)@ WALL SUPPORTED SIDES (2 MIN.)
2X6 LEDGER W/ (2) 5"
SIMPSON SDWS
SCREWS INTO STUDS
@ 16" O.C. MAX.
2X6X48" LONG BLOCKING
@ BOTH ADJACENT
TRUSSES W/ 0.131"X3 @
2" O.C. @ ALL TRUSS
MEMBERS, CENTERED
ON CONNECTION
2 STANDARD SUSPENDED WATER HEATER PLATFORM DETAIL
NOTES:
1. ALL LUMBER TO BE #2 SYP.
2. CONTACT EOR IF FIELD CONDITIONS DIFFER FROM THESE SHOWN.
3. TRUSSES ABOVE & BELOW WATER HEATERS TO BE DESIGNED FOR
ADDITIONAL 100 PSF DEAD LOAD
4. 160 # EMPTY WEIGHT 45 GALLON WATER HEATER MAX..
STANDARD
WOOD FRAMING
DETAILS
3/4" = 1'-0"
S0-5C
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
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12777 JONES RD., STE 388
HOUSTON, TX 77070
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2020.10.26
DESIGN DEVELOPMENT
DZ / MD
2020.12.04
PERMIT SET
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2021.01.15
BID DOCUMENTS
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04/15/22