HomeMy WebLinkAboutS0-5D-STANDARD WOOD FRAMING DETAILSTOP PLATE
WINDOW HEADER - RE: PLANMIN. ENDLENGTH (L)MIN. ENDLENGTH (L)CSHP20 W/9" END
LENGTHS + (7)0.131"X2 1
2"
EA. END, OR RE:CHART
BELOW FOR ALTERNATIVE
OPTIONS.
STRAP SIZEHEADER LENGTH END LENGTH (L) NAILING (EA.END)
CS22≤ 6'-0" 11" (8) 10D NAILS
CS20 16"6'-0" ≥11'-0"
(15) 10D NAILS
RE: TYPICAL HEADER CONSTRUCTION DETAIL FOR INFO. NOT SHOWNTOP OF PLATENAILING
RE: CHART BELOW
ROOF TRUSSES
STRAPPING
WHERE HEADER IS
FLUSH TO TOP PLATEMIN. WORKLENGTH (L)FILL ALLNAIL HOLESSIMPSON STRAP
RE: CHART BELOW
NAILING
RE: CHART BELOW
HEADER - RE: PLANCLIPPING
PER UPLIFT
CONNECTIONS
DETAIL
ROOF TRUSS CLIPPING PER
UPLIFT CONNECTIONS DETAIL
MATCH CLIPPING ABOVE
USE LTP4 @ 24" O.C. FOR
HEADER TO TOP PLATE
-TYPICAL HEADER AND BEAM STRAPPING / CLIPPING AT TOP FLOOR
CSHP20 W/9" END
LENGTHS + (7)0.131"X2 1
2"
EA. END, OR RE:CHART
BELOW FOR ALTERNATIVE
OPTIONS.
-TYPICAL STANDALONE POST CONNECTION DETAILS
WOOD BEAM
RE: PLANS
WOOD POST
RE: PLANS
SIMPSON H8 STRAP
ON EACH SIDE OF BEAM
(2-TOTAL PER BEAM)
SIMPSON H8 STRAP
ON EACH SIDE OF
BEAM. (2-TOTAL)
AT SOLID POSTS:
SIMPSON STRONG-TIE
ABU POST BASE.
SOLID GROUT STANDOFF
SPACE WHILE INSTALLING
BASEPLATE.
INSTALL WITH 5 8" X 6"
TITEN HD ANCHORS.
AT WOODTONE
REALPOST:
SIMPSON STRONG-TIE
ECBQ-SDS POST
BASE. INSTALL WITH 1 2"
X 6" TITEN HD ANCHORS.
WOOD BEAM
RE: PLANS
INTERSTITIAL OR CRIPPLES
TO MATCH POST WIDTH AS
REQUIRED
CS22 EA. SIDE W/5 1 2"
END LENGTH (2-TOTAL)
OR CSHP20 EA. SIDE W/5
1
2" END LENGTH
W/(5)0.131"X2 1
2" EA. END
WOOD POST OR
WOODTONE REALPOST
RE: PLANS 512" END LENGTH W/ (8)10D NAILS (TYP.)SIMPSON HANGER
RE: PLANS (HUCQ
U.N.O.)
POST OR BEAM (BELOW)
ECBQ-SDS POST BASE AT
REALPOST. BC POST BASE
AT SOLID POSTS, U.N.O.
BEAM TO WOODTONE
REAL POST - SIDE VIEW 112"MIN.1 12"MIN.C OF BEAM &
MIDDLE ROW OF
SCREWS
L
CENTER BEAM
SPLICE ON POST
POST BASE AND
STRAP@ WOOD
SINGLE BEAM TO
WOOD POST
DOUBLE BEAM TO
WOOD POST
POST BASE
@ FOUNDATION
PERPENDICULAR
BEAMS TO POST
WOOD BEAM
RE: PLANS
WOODTONE
REALPOST - RE: PLANS
(6) 0.22"Ø X 6"
LONG SDWS TIMBER
SCREWS. 3~EA. SIDE.
CENTER BEAM
SPLICE ON POST
SINGLE BEAM TO
WOODTONE REALPOST
DOUBLE BEAM TO
WOODTONE REALPOST FRAMING - SIDE VIEW
INSTALL SCREWS
FROM BACK WHEN
BEAM WIDTH IS
GREATER THAN HALF
THE POST WIDTH.
POST
WIDTH
BEAM
WIDTH
FLOOR
DECKING
-TYPICAL GIRDER TRUSS LOAD PATH DETAIL
3/4"=1'-0"
PLYWOOD
FLOOR
SHEATHING
FRAMING ANCHOR, RE: ROOF TRUSS
UPLIFT HARDWARE SCHEDULE
GIRDER
TRUSS
RE: PLAN
RE: PLAN@ FLOORSTOP OF PLATERE: STD DETAILS FOR INTERSTITIAL
FRAMING REQUIREMENTS.
STRAP ALIGNED W/ROOF GIRDER TRUSS.
RE:ROOF TRUSS UPLIFT HARDWARE
SCHEDULE
(2)2X MIN. STUD PACK BENEATH GIRDER
TRUSS U.N.O. PROVIDE MATCHING STUD
PACK BENEATH GIRDER TRUSS COLUMN
AT ALL WALLS BELOW.
HOLD DOWN (WHERE REQUIRED)
ALIGNED WITH
ROOF GIRDER TRUSS.
RE:ROOF TRUSS UPLIFT HARDWARE
SCHEDULE AND MANUF.RE: PLAN@ FLOORSTOP OF PLATERE: SILL PLATE
ANCHORAGE
SCHEDULE
-TYPICAL DOUBLE CLIP INSTALLATION (TOP VIEW)
OPTION 1 OPTION 2
IDENTICAL CONNECTORS
PLACED DIAGONALLY
FROM EA. OTHER.
IDENTICAL CONNECTORS
PLACED ON SAME SIDE
OF WALL. CONFIGURED
AS SHOWN.
WALL TOP
PLATE
WALL TOP
PLATE
MIN. 2X
TRUSS
MIN. 2X
TRUSS
IDENTICAL CONNECTORS
PLACED ON AS SHOWN
ON SINGLE PLY 2X MAY
CAUSE THE WOOD TO SPLIT.
NOTES:
1. CLIPPED CHORD OF TRUSS MUST
EXTEND 3 1 2" PAST WALL ON CLIPPED
SIDE OF WALL.
2. BOTH CLIPS MUST BE ON THE EXTERIOR
OF THE WALL WHEN USING THE
PLYWOOD AS EXTERIOR UPLIFT
HARDWARE ALTERNATIVE DETAILS.
3. USE 2 1 2" MIN. NAILS WHEN INSTALLING
THROUGH PLYWOOD/OSB SHEATHING.
ROOF TRUSS CLIPPING PER THE
ROOF FRAMING NOTES IS STILL
REQUIRED WHEN USING THIS
DETAIL BUT MUST BE INSTALLED
ON THE EXTERIOR OF THE WALL.
NAILING ATTACHED TO
TOP PLY ONLY. SEE
SCHEDULE FOR
SPACING.
NAILING ATTACHED TO
SPLICE PLATE. SEE
CHART FOR SPACING.NO HORIZONTALJOINTS PERMITTED ROOF TRUSS
12"GAPFULL SIZED PLYWOOD/OSB SHIM.
MUST BE OF THE SAME THICKNESS,
GRADE AND STRENGTH AXIS
ORIENTATION AS THE WALL SHEATHING
2X4 SYP/DFL #2 BLOCKING
34"3 8"
3 8"
S
PANEL EDGE
BOUNDARY NAILING
REF WALL SHEATHING
SCHEDULE FIELD NAILING, REF WALL
SHEATHING SCHEDULE
STUDS
RE: WALL SCHEDULE
FOR SPACING 12"3 8"
3 8"
TOP OF PLYWOOD
FLUSH W/ TOP OF PLATE
PANEL EDGE
BOUNDARY NAILING
REF WALL SHEATHING
SCHEDULE FIELD NAILING, REF WALL
SHEATHING SCHEDULE
STUDS
RE: WALL SCHEDULE
FOR SPACING
REF UPLIFT NAILING
SCHEDULE FOR SPACING 12"12" STAGGER12"REF UPLIFT NAILING
SCHEDULE FOR SPACING
12" 12"34"REF UPLIFT NAILING
SCHEDULE FOR SPACING
REF UPLIFT NAILING
SCHEDULE FOR SPACING 34"34"REF UPLIFT NAILING
SCHEDULE FOR SPACING 12"12" STAGGERREF UPLIFT NAILING
SCHEDULE FOR SPACING
REF UPLIFT NAILING
SCHEDULE FOR SPACING
2X4 #2 SYP/DFL BLOCKING
W/ PLYWOOD SHIM, REF
SIDE VIEW DETAIL
2X4 #2 SYP/DFL BLOCKING
W/ PLYWOOD SHIM, REF
SIDE VIEW DETAIL
UPLIFT SHEATHING NAILING SCHEDULE
3"
W3 SHEARWALL
CONDITIONS
REQUIRED NAIL SPACING AT HORIZONTAL PLYWOOD
PANEL JOINTS/EDGES & ALL SOLE PLATES
4"
3"
3"
NOTES
1. NAILING AT 2" O.C. AND CLOSER MUST BE INSTALLED IN TWO STAGGERED ROWS WITH A
1/2" OFFSET, REFERENCE ASSOCIATED DETAILS.
2. NAILING SHOWN IS FOR 8D OR 0.131"X3" NAILS AND IS TO BE USED IN LIEU OF THE
SCHEDULED SHEARWALL NAILING AT ALL HORIZONTAL PANEL JOINTS. STAPLES OR
OTHER SIZE NAILS MAY NOT BE SUBSTITUTED.
3. W5, W7, AND DOUBLE PLYWOOD SHEATHED SHEARWALL LOCATIONS, AS WELL AS "N/A"
CONDITIONS IN THE CHART ABOVE, MAY NOT USE PLYWOOD FOR UPLIFT AND MUST HAVE
CONVENTIONAL HARDWARE INSTALLED AS DETAILED.
4. LAPPING PLYWOOD ACROSS THE FLOOR CAVITY CARRIES WITH IT AN INHERENT RISK OF
BUCKLING OF THE SHEATHING DUE TO WOOD SHRINKAGE SINCE GAPPING AT JOINTS
CANNOT BE PROVIDED. FRAMER SHOULD TAKE JOB SITE AND MATERIAL CONDITIONS
INTO ACCOUNT PRIOR TO CHOOSING THIS OPTION. CONTACT THE AMERICAN PLYWOOD
ASSOCIATION FOR GUIDANCE ON HOW TO LOWER THIS RISK.
SINGLE ROW NAILING SCHEMATIC STAGGERED ROW NAILING SCHEMATIC
NON-SHEARWALL
CONDITIONS
-OSB AS EXTERIOR UPLIFT HARDWARE ALTERNATIVE DETAILS
UPLIFT NAILING
SPACING REQUIRED
PER UPLIFT DETAILS W1 SHEARWALL
CONDITIONS
6"
4"
2", STAG
1.5", STAG
UNS1
UNS2
UNS3
UNS4
UNS5
UNS6
2", STAG
2", STAG
2", STAG
1.5", STAG
1.5", STAG
2", STAG
2", STAG
1.5", STAG
1.5", STAG
N/A
3 1 2" MIN. EXTENSION
REQUIRED ON
CLIPPED CHORD
FLUSH PANELS TO
TOP OF TOP PLATE
SYP/DFL TOP
PLATES REQUIRED
ROOF TRUSS
NO HORIZONTALJOINTS PERMITTED12"GAP2X4 #2 SYP/DFL BLOCKING FLOORFRAMINGCAVITY, TYP.NO HORIZONTALJOINTS PERMITTED @ ROOF
@ FLOORS
@ CONCRETE
FLUSH PANELS TO
BOTTOM OF SILL PLATE
FOUNDATION OR PODIUM
SYP/DFL SILL PLATE REQUIRED,
REF SILL AND SOLE PLATE
ANCHORAGE SCHEDULE
(6", 4" & 3" NAILING ONLY) (REQUIRED AT 2" & 1 1/2" NAILING)12"12" STAGGER(2) 2X SYP/DFL TOP PLATE
OPTIONAL SPLICE AT HORIZONTAL JOINTS
NOT SHOWN, MATCH BLOCKING & NAILING
REQUIREMENTS AT WALL CONDITIONS
ALTERNATE AT PARAPET CONDITIONS
TO REPLACE TOP PLATE TO STUD CLIP
ALTERNATE @ PARAPET OR HIGH HEEL TRUSSNO HORIZONTAL PANEL JOINTSEXCEPT AT BLOCKEDWALL CONDITIONSNAILING ATTACHED TO
TOP PLY ONLY. SEE
SCHEDULE FOR
SPACING.
ROOF TRUSS CLIPPING PER THE
ROOF FRAMING NOTES IS STILL
REQUIRED WHEN USING THIS
DETAIL BUT MUST BE INSTALLED
ON THE EXTERIOR OF THE WALL.
NAILING ATTACHED TO
SILL PLATE. SEE
CHART FOR SPACING.
(DOES NOT REPLACE HEADER STRAPPING, SHEARWALL HARDWARE, OR TRUSS CLIPPING)
FULL SIZED PLYWOOD/OSB SHIM.
MUST BE OF THE SAME THICKNESS,
GRADE AND STRENGTH AXIS
ORIENTATION AS THE WALL SHEATHING
NAILING ATTACHED TO
SILL PLATE. SEE
CHART FOR SPACING.
ROOF FRAMING
(HEIGHT AND
ORIENTATION
VARIES)UNS1PLATE CLIPPING & STUD STRAPPING SHOWN MAY
POTENTIALLY BE OMITTED PER THE OSB AS EXTERIOR
UPLIFT HARDWARE ALTERNATIVE DETAILS USING THE
UPLIFT NAILING SHOWN HERE FOR EACH WALL AREA.
REF THE DETAIL FOR REQUIREMENTS & LIMITATIONS.
SIMPSON CLIP @
EACH TRUSS END.
RE: ROOF FRAMING
NOTES
CLIP
OPTIONS
SP-2
DFL/SYP
TSP
SPACING (IN.)
SPF/HF
48
48
48
48
STRAP
OPTIONS SPACING (IN.)
CS20
CSHP20 48
48
FLOOR FRAMING
(ORIENTATION
MAY VARY)UNS1 CONCRETE
SUPPORT
PER NON-UPLIFT
ANCHORAGE REQUIRED,
RE: SILL+SOLE PLATE
ANCHORAGE SCHED.CONCRETE
SUPPORT
PER NON-UPLIFT
ANCHORAGE REQUIRED,
RE: SILL+SOLE PLATE
ANCHORAGE SCHED.
PER NON-UPLIFT
ANCHORAGE REQUIRED,
RE: SILL+SOLE PLATE
ANCHORAGE SCHED.
PER NON-UPLIFT
ANCHORAGE REQUIRED,
RE: SILL+SOLE PLATE
ANCHORAGE SCHED.
ROOF FRAMING
(HEIGHT AND
ORIENTATION
VARIES)UNS2PLATE CLIPPING & STUD STRAPPING SHOWN MAY
POTENTIALLY BE OMITTED PER THE OSB AS EXTERIOR
UPLIFT HARDWARE ALTERNATIVE DETAILS USING THE
UPLIFT NAILING SHOWN HERE FOR EACH WALL AREA.
REF THE DETAIL FOR REQUIREMENTS & LIMITATIONS.
SIMPSON CLIP @
EACH TRUSS END.
RE: ROOF FRAMING
NOTES
FLOOR FRAMING
(ORIENTATION
MAY VARY)
FLOOR FRAMING
(ORIENTATION
MAY VARY)
FLOOR FRAMING
(ORIENTATION
MAY VARY)UNS1 CLIP
OPTIONS
SP-2
DFL/SYP
TSP
SPACING (IN.)
SPF/HF
48
48
48
48
48
48
48
32
CLIP
OPTIONS
SP-2
DFL/SYP
TSP
SPACING (IN.)
SPF/HF
48
48
48
48
CLIP
OPTIONS
SP-2
DFL/SYP
TSP
SPACING (IN.)
SPF/HF
48
48
STRAP
OPTIONS SPACING (IN.)
CS20
CSHP20 48
48
STRAP
OPTIONS SPACING (IN.)
CS20
CSHP20
TWO STORY AREAS
EXTERIOR CONDITION
TWO STORY AREAS
INTERIOR CONDITION
FOUR STORY AREAS
EXTERIOR CONDITION
FOUR STORY AREAS
INTERIOR CONDITION
NOTES:
1. SP2 CLIP MUST BE INSTALLED ON A SINGLE STUD. WHERE DOUBLE STUDS ARE PRESENT USE SIMPSON TSP OPTION ONLY.
2. INSTALL ALL CLIPS & STRAPS WITH CONFIGURATION, FASTENERS, & CUT LENGTHS AS REQUIRED BY SIMPSON TO ACHIEVE MAX. CATALOG LOADS.
3.FLOOR CAVITY STRAPPING CARRIES WITH IT AN INHERENT RISK OF BUCKLING OF THE STRAPS DUE TO WOOD SHRINKAGE. CONTACT SIMPSON STRONG-TIE FOR GUIDANCE ON HOW TO
LOWER THIS RISK.
4. TSP CLIPS MAY BE REPLACED W/ (2) SIMPSON SDWC 15600 SCREWS AT SAME SPACING.
5. SP-1 CLIPS MAY BE REPLACED W/ (2) SIMPSON SDWC 15450 SCREWS AT SAME SPACING.
6.WHERE INWARD OR OUTWARD CHANGES IN THE VERTICAL WALL PLANE OCCUR, WRAP FLOOR STRAPS AROUND SUPPORTING FRAMING AND CONTINUE STRAPPING PATH
AT THE SUPPORTS OF THOSE FRAMING MEMBER(S), STARTING FROM THE MEMBER, AND CONTINUING DOWN PER THE DETAIL, U.N.O. IN PLAN OR FLOOR SECTIONS.
7. TOP PLATE CLIPS MUST BE ON THE SAME SIDE OF STUD AS ROOF FRAMING CLIPPING.
-UPLIFT CONNECTION DETAIL
(REQUIRED AT ALL ROOF FRAMING BEARING POINTS)
STANDARD
WOOD FRAMING
DETAILS
3/4" = 1'-0"
S0-5D
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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2020.10.26
DESIGN DEVELOPMENT
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2020.12.04
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