HomeMy WebLinkAboutSections & Typical DetailsAFTER FULL CONC, CURE, FILL VEE -NOTCH
W/ M ULTI-COMPONENT U RETHAN E PROVIDE VEE -NOTCH ALL SIDES. FILL SAME
SEALANT (AS SPECIFIED) AS FOR CONTROL JOINTS EXTEND 100% OF HORIZ. WALL REINF.
CONCRETE WALL CONCRETE WALL THRU CONST. JOINT
d,
Q.
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40 BAR DIA.
34" DEEP FORMED VEE -NOTCH, EACH SIDE
(TYPICAL) 2x4 CONT. FORMED VERTICAL KEY
AND TOP OF WALL. WAY
CONTROLJOINT CONSTRUCTION JOINT
(MAXIMUM SPACING = 12 FT O.C.) (MAXIMUM SPACING = 40 FT O.C. AND NOT
WITHIN 10 FT OF ANY CORNER)
TYP. CONCRETE WALL JOINT DETAILS
SCALE: N.T.S (SCHEMATIC ONLY)
SAW CUT OR FORM ED CONTROL J01 NT -
FILL W/ FLEXIBLE EPDXY FILLER (AS
SPECIFIED)
SPECIFIED WWF ~ REFER TO PLAN FOR
DEPTH OF WWF
PROVIDE CONTROL JOINTS AT
SPECIFIED SUB -BASE LOCATIONS AS INDICATED ON PLA
CONTROL JOINT
NOTES:
1. SAWCUTJOINTS ARE TO BE CUT WITHIN 12 HOURS OF CONCRETE PLACEMENT.
2. PROVIDE CONTROLJOINTSAT LOCATIONS AS INDICATED ON PLAN
3. PROVIDE VAPOR BARRIER & UNDERSLAB INSULATION PER ARCH.
TYP. SLAB ON GRADE CRACK CONTROL JOINT
SCALE: N.T.S. (SCHEMATIC ONLY)
2 -PLY iv 3 -PLY iv 4 -PLY
2 -ROWS OF 16dJ 3 -ROWS OF 16d NAILS @ 2 -ROWS OF 6Y4" LONG—/
NAILS @ 12" O.C. 12" O.C., EA. FACE, TYP. TRUSSLOK SCREWS @ 16"
EA. FACE, TYP.
TYPICAL MULTI -PLY LVL CONNECTIONS
2 -PLY ^' 3 -PLY
lOd NAILS @ 6" O.C. 16d NAILS @ 6" O.C.
STAGGERED. STAGGERED, EA. SIDE, TYP..
TYPICAL MULTI -PLY 2x CONNECTIONS
TYP. MULTI PLY CONNECTIONS
SCALE: 1"=1'-0"
4'-0" MIN. LENGTH
BETWEEN ANY PLATE JOINT
REQUIRED NO. OF NAILS MAY BE DISTRIBUTED
ALONG THIS ENTIRE LENGTH
FRAME @ 12" O.C. IN AREAS OF
PRE -MANUFACTURED TRUSSES (IF APPLICABLE)
AND ALIGN TRUSS W/ STUD, TYP.
TYP. LAP SPLICE OF TOP PLATES
SCALE: I'zV-0'
40 BAR DIA. LAP
(TYPICAL)
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d-
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4
a
DWLS TO MATCH
d - ALL HORIZ. REINF.
4
G 2'-0"x2'-0" CORNER BARS TO MATCH
- - HORIZ. WALL REINF.
a
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NOTE:
CORNER VERTICAL REBAR NOT SHOWN FOR CLARITY INTERSECTION
TYP. CONCRETE WALL REINFORCING DETAILS
SCALE: N.T.S (SCHEMATIC ONLY)
2'-0"
ITYPICAI 1
" THK. ROOF SHEATHING, SEE PLAN'
FOR TYP. NAILING REQUIREMENTS.
FULL DEPTH SOLID BLOCKING @ 4'-0" O.C.,
TYP. FIRST BAY OF ROOF FRAMING
ROOF DIAPHRAGM EDGE NAILING W/ 8d
ANNULAR RING NAILS @ 3" O.C.
STAGGERED TO DBL 2x RAKE RAFTER, TYP.
SHEAR WAL
RING NAILS
HEADER PEF
(1)-2X6 F.H. KING
(2)-2X6JACK
(U.N.O.) ATTA
KING STUD V
NAILS @
STAGGERE
ALTERNATE
TYP. RAKE SECTION
SCALE: I"=1'-0"
TYP. HEADER SUPPORT@ BUILT-UP COLUMNS
THK. APA RATED
PLYWOOD ROOF
SHEATHING, SEE PLAN
NOTES FOR NAILING
REQUIRMENTS
SIMPSON "H1" OR
"H2.5A" HURRICANE
TIE, EA. RAFTER, TYP.
SHEAR WALL EDGE
NAILING W/ Sd
ANNULAR RING NAILS
@ 3" O.C. STAGGERED
D MATCH
iIZ. WALL REINF.
2x ROOF RAFTER, SEE ROOF
FRAMING PLAN
12
5
\--RAFTER-TO-TIE BEAM
CONNECTION, SEE ROOF
FRAMING PLAN,TYP.
HEADER, SEE ROOF
FRAMING PLAN;
REFER TO TYP. PLY
CONNECTION DETAILS FOR
LVL BEAM
TYP. EAVE SECTION @ HEADER
SCALE: I"=1'-0"
FORMED 45 DEGREE CHAMFER @
W STEP
CRACK CONTROLJOINT, FILL CONT. W/
FLEXIBLE SEALANT
#4 HORIZ. DOWELS x VV LONG @ 12" O.C.,
CENTER ON JOINT & APRON SLAB THICKNESS
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144 BAR AT EACH SIDE OF OPENING
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CENTERED ON WALL.
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DIA. OR
DATE:
30 BAR DIA. MIN.40
DESIGNED BY.
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NOTE:ALL
HOLES SHALL BE FORMED OR CORE0
SEAL:
CORED, ALL CORNERS OF SQUARE
OPENINGS SHALL BE CORED FIRST BEFOWALLS
H�S,p
SAWCUTTING. OVER CUTS ARE NOT�/�
ALLOWED
TYP. REINFORCING AT PENETRATIONS
SCALE: 3/4"=1'-0"
THK. APA RATED
PLYWOOD ROOF
SHEATHING, SEE PLAN
NOTES FOR NAILING
REQUIRMENTS
SIMPSON "Hl" OR
"H2.5A" HURRICANE
TIE, EA. RAFTER, TYP.
SHEAR WALL EDGE
NAILING W/ 8d
ANNULAR RING NAILS
@ 3" O.C. STAGGERED
TO DBL 2x TOP
PLATES, TYP.
#4- 90 DEG. ANGLE BARS
W/ 2'-0" LEG LENGTHS @ 12" O.C., TYP, LAP W/
WALL REINFORCING
WIRE WELDED MESH FOR SLAB REINFORCING, SEE
PLAN
6" THK. APRON SLAB, SEE ARCH. FOR- � 6"(MIN.) OF %a' CRUSHED, COMPACTED
LENGTH &WIDTH DIMENSIONS ANGULAR STONE ON ACCEPTABLE PROOF
ROLLED SOILS OR COMPACTED
STRUCTURAL FILL
FON WALL, SEE PLAN
TYP. FOUNDATION SECTION @ GARAGE DOORS
SCALE: 3/4'=1'-0"
2x ROOF RAFTER, SEE ROOF
FRAMING PIAN
12
5
RAFTER -TO -TIE BEAM
CONNECTION, SEE ROOF
FRAMING PLAN,TYP.
2x6 STUD WALL W/ STUDS @ 16"
O.C., TYP.
TYP. EAVE SECTION @ WALL
SCALE: 1"=1'-0"
FULL DEPTH SOLID BLOCKING
IN FIRST BAY FROM WALL @
4'-0" O.C., TYP.
WALL SHEATHING SHALL BE
SPLICED AT CENTER OF DBL
RIM JOISTS (2x OR LSL),
PROVIDE (2) ROWS OF 8d
COMMON ANNULAR RING
NAILS @ BELOW AND ABOVE
JOINT OF JOINT, DO NOT
SPLICE SHEATHING
HORIZONTALLY WITHIN 4FTOF
JOINT, TYP.
" APA RATED PLYWOOD WALL SHEATHING, SEE PLAN
NOTES FOR SHEAR WALL TYPES AND NAILING
REQUIREMENTS, PROVIDE CONTINUOUS BLOCKING AT
ALL PANEL EDGES, TYP. NAIL SHEATHING AT 3" O.C.,
STAGGERED TO DBL TOP PLATES AND BOTTOM SILL.
DO NOT SPLICE SHEATHING
HORIZONTALLY WITHIN 2FT FROM
SILL PLATE, TYP. -✓'
y2"
MAX. BTWN
PLATE WASHER
& I NT. FACE OF
SHEATHING
T.O.W. ELEV. SEE PLAN
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FINISH GRADE "
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6
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(2)-#4 CONT. �.
o LONGITUDINAL BARS, °
in BOTTOM, EQUALLY
SPACED.
d
T.O.F. ELEV.= SEE FDN PLAN -
°
J �' <
o `" 2U
'/a' THK. APA RATED T&G
FLOOR SHEATHING, SEE
PLAN FOR NAILING
REQUIREMENTS
2x OR ENGINEERED
FLOOR JOIST, SEE
FRAMING PLAN
2x6 STUD WALL W/
STUDS @ 16" O.C., TYP.
TYP. 2ND FLOOR WALL SECTION
SCALE:
8"
5" WALL 5"
(SEE PLAN FOR
VARIATION)
2x6 CONTINUOUS SILL PLATES, FASTEN W/ %" DIA. A307 GR. "A"
:HOR BOLTS W/ HEX HEAD @ 2'-6" O.C.,TYP. AND 0'-6" FROM EACH
.,TYP., PROVIDE 8" MIN. EMBED. DEPTH INTO NEW CONCRETE
iNDATION WALL, TYP. PROVIDE SIMPSON "BPS S/s-6" BEARING
FES (H.D.G.) @ EACH ANCHOR BOLT, TYP.
PLAN FOR TIE DOWN STRAPS, EMBEDDED IN CONCRETE.
CLR.
#4 @ 14" O.C. VERTICAL, CENTERED IN 8" CONCRETE
FOUNDATION WALL, STD HOOKED ENDS IN FOOTING,
ALTERNATE SIDES OF HOOK,TYP.
#4 @ 14" O.0 HORIZ., TYP.
PROVIDE DBL#4 TOP BARS
PROVIDE CONT. ASPHALTIC BOND BREAKER COATING, OR
EXTEND VAPOR BARRIER UPWARD
PROVIDE 4" THK. REINFORCED CONCRETE SLAB PER
FOUNDATION PLAN, TOP CONT. VAPOR BARRIER
T.O. SLAB ELEV.= SEE PLAN
COMPACTED SUBBASE, SEE GENERAL NOTES FOR
COMPACTION AND MATERIAL REQUIREMENTS.
TYP. FOUNDATION SECTION @ NEW GARAGE
SCALE: 3/4"=1'-0"
FOR CONSTRUCTION
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AS NOTED
DATE:
0712212016
DESIGNED BY.
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PROJECT#:
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