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2X10 PT JOIST @ 16"
O.C.
PT GIRDER
Rio
3'-0"
I GRADE
6X6 PT WOOD POST PER —J
PLAN
SIMPSON ABU66Z POST J,
ANCHOR OR APPROVED
EQUIVALENT
CONCRETE FOOTING �L
FOR HOUSE SUPPORTED DECK:
5/46 PT DECKING INSTALLED
DIAGONALLY OR BRACED WITH
2X4s BELOW,
FOR SELF -SUPPORTED DECK:
2x4 BRACING REQUIRED IN BOTH
DIRECTIONS,
2X4 P.T. BRACE FASTENED TO
GIRDER W/ (2) SIMPSON SDS 4" X 31'
WOOD SCREWS AT EACH END
2X4 P.T. BRACE IN BOTH
DIRECTIONS IF SELF -SUPPORTED.
ADD ANGLED 2X4 BRACING
AT EACH POST WHEN THE
DECK IS 6'-0" OR MORE
ABOVE GRADE
FOOTING/SONOTUBE SIZE:
REFER TO DETAIL FR-32K TO
DETERMINE CONC. PIER SIZE
BASED UPON SOIL PROPERTIES
AND ACTUAL DECK DIMENSIONS
_J BOTTOM OF FOOTING TO
BE AT OR BELOW LOCAL
FROST DEPTH
EXT STRUCTURAL SHEATHING
2X STUDS @ 16" O.C. —/
FLOOR JOIST PER PLAN
4" BRICK VENEER
LUS21OZJOIST HANGER
2X10 PT BAND BOARD
4" AT SINGLE-FAMILY & MULTI-STORY/TOWNS;
k� FLUSH AT SINGLE -STORY TOWNS &
r MULTI-FAMILY/CONDOMINIUMS
T-0" MAX.
18" DIA. MIN. PIER FOR 1,500
#/SQFT PRESUMED SOIL BEARING
CAPACITY; CONTACT TOLL ARCH
WITH SOIL BEARING REPORTS
FOR REDUCED FOOTING SIZE
9'-0" MAX. SPAN TO
CENTER LINE OF GIRDER
FOOTING/SONOTUBE SIZE:
REFER TO DETAIL FR-32K TO
DETERMINE CONC. PIER SIZE
BASED UPON SOIL PROPERTIES
AND ACTUAL DECK DIMENSIONS.
L-�
V
STEP 1
EXT. STRUCTURAL SHEATHING
CTCD
DRIP EDGE (SEE BELOW)
STEP 3
MIN. 24" WIDE SELF -ADHERING /
SELF -HEALING LEAK BARRIER
STEP 4
COMPANY APPROVED HOUSEWRAP
STEP 5
2x10 P.T. DECK LEDGER - INSTALL PRIOR TO
2x STUDS @
SIDING (RECOMMENDED)
STEP 6
16" O.C.
PVC -COATED ALUM. FLASHING W/ COATED
SIDE FACING TREATED LUMBER. EXTEND
FLASHING 8'I" MIN. UP WALL FROM LEDGER.
OR
SELF -ADHERING, SELF -HEALING, COMPANY
APPROVED FLASHING. EXTEND FLASHING 8"
I
MIN. UP WALL FROM LEDGER.
l
STEP 7
HOUSEWRAP APRON - EXTEND MIN. 6" OVER
FLASHING
4" AT SINGLE-FAMILY & MULTI -STORY /
TOWNS; FLUSH AT SINGLE -STORY TOWNS &
MULTI -FAMILY/ CONDOMINIUMS
FLOOR JOIST
PER PLAN
LUS21OZJOIST HANGER ATTACHED TO
LEDGER AND RIM BOARD w/ (8) #9 x 2 1/2"
SD SCREWS BY SIMPSON, TYP. C
1 1/8" ENGINEERED BAND BOARD
(2) SIMPSON SDS 1" x 3 it' FASTENERS @
16" O.C. TOP & BOTTOM
OR
5/8" HD GALV. THRU-BOLTS @ 16" O.C.
W/ WASHERS AT EACH END
(PRE -DRILLED AND HOLES FILLED WITH
SEALANT PRIOR TO INSTALLING SCREWS)
SEE STEP 5 IN LIST ABOVE
SEE STEP 2 IN LIST ABOVE
NOTE:
BOLTS/FASTENERS SHALL BE PLACED MIN.
2" FROM TOP OF LEDGER AND MIN. 2"
FROM EACH END, FASTENERS SHALL BE
STAGGERED ALONG THE LENGTH OF THE
LEDGER. VERTICAL DISTANCE BETWEEN
FASTENER ROWS SHALL NOT EXCEED 5".
LFR_
�32C�
FLOOR FRAMING
PER PLAN
NOTES:
1. ALL LUMBER USED FOR EXPOSED EXTERIOR
DECKS SHALL BE PRESSURE TREATED.
2. ALL CONNECTORS, HANGERS, AND FASTENERS
THAT COME IN CONTACT WITH PRESSURE
TREATED LUMBER MUST BE Z-MAX COATED
(G185 GALVANIZED) OR POST HOT -DIP
GALVANIZED AT A MINIMUM.
3. REFER TO FR-32B FOR ALTERNATE 12"
DIAMETER CONCRETE PIER ON 2'-0" X 2'-0"
CONCRETE FOOTING.
4. REFER TO FR-32C FOR LEDGER ATTACHMENT
INFORMATION
5. REFER TO FR-32K TO DETERMINE CONC. PIER
SIZE BASED ON SOIL PROPERTIES AND
ACTUAL DECK DIMENSIONS
2X4 PT RAIL TOP AND
BOTTOM, CONT
RAIL TO POST CONNECTION, (3) SIMPSON
SDS 1/4" X 3 1/2" SCREWS OR APPROVED z
EQUIVALENT, TOP AND BOTTOM o
5/4 X6 PT DECKING M
2X10 PT JOISTS @ 16" O.C.
TOENAIL TO GIRDER W/ (3) 8d N
(2) 2X10 PT GIRDER
N
(2) 1/2" DIA. THRU BOLTS
(NON -CORROSIVE) W/ CUT
WASHERS AT EACH END OF BOLT-/
6X6 PT WOOD POST @
6-0" O.C. MAXIMUM -
SIMPSON ABU66Z POST ANCHOR OR '
APPROVED EQUIVALENT
18" DIA. MIN. PIER FOR 1,500 #/SQFT
PRESUMED SOIL BEARING CAPACITY;
CONTACT TOLL ARCH WITH SOIL
J
BEARING REPORTS FOR REDUCED
FOOTING SIZE
2'-0' MAX.
(1/4 OF MAIN
1 nl_n11 AAAV CRAM
SPAN MAX.)
5/4 X6 PT CAP
2X2 PT SPINDLES SECURED
TO RAILS SO 4" SPHERE
CANNOT PASS THOUGH
4X4 PT DECK POST @
6'-0" O.C. MAX.
PICKET TO RAIL CONNECTION,
(1) SIMPSON #7 x 2 1/2" TRIM
HEAD WOOD DECKING SCREW
OR APPROVED EQUIVALENT,
TOP AND BOTTOM
2X10 PT BAND JOIST
(2) 1/2" DIA. THRU BOLTS
(GALVANIZED) W/ CUT
WASHERS AT EACH END OF BOLT
DTT2Z W/ (8) SDS 1/4"
X 1 1/2" AT EACH POST,
REFER TO FR-323
5/8" DIA. WEDGE, EPDXY
OR, ANCHOR BOLT
BOTTOM OF FOOTING TO
BE AT OR BELOW LOCAL
FROST DEPTH
BRACE DETAIL a0 DECKS 6 rED-1
-32F SELF SUPPORTED DECK SECTION a0 BRICK R-32E DECK SECTION @ PARALLEL R-32C DECK SECTION R-32A
FT ABOVE GRADE 1 VENEER (OR EXISTING STUCCO) D-11 FRAMING D-11 D-11
12'-0" OVERALL MAX.
ol
2 _p NOTE:
5/4 X6 PT DECKING RAIL TO POST CONNECTION, ol 10'-0" MAX. MAIN SPAN MAX. MAX. CANTILEVER
(3) SIMPSON SDS 1/4" x 3 EQ. EQ. MUST BE LESS THAN 1/2" SCREWS OR APPROVED le1/4 OF MAIN SPAN
EQUIVALENT, TOP AND
BOTTOM 2X2 PT SPINDLES SECURED
NOTE:
5/4 x6 P.T. CAP TO RAILS SO 4" SPHERE SEE FR-32A AND FR-32C FOR - `
ADDITIONAL INFORMATION 2x10 P.T.
CANNOT PASS THOUGH BANDBOARD
1 1/2" DIAMETER HANDRAIL FOOTING/SONOTUBE SIZE: \
\� 34" ABOVE NOSING REFER TO DETAIL FR-32K TO CONC. PIER
ON
a
DETERMINE CONC. PIER SIZE
_ BASED UPON SOIL PROPERTIES DTT2Z W o
z �
\` 2X6 P.T. SLOPED TOP RAIL; AND ACTUAL DECK DIMENSIONS. / ($) SDS zo
q CONNECTION W/ (3) SIMPSON 2X10 P.T. JOISTS @ 16" O.C. 1/4"x1 1/2" @EACH
"' SDS 1/4" X 3 1/2' SCREWS OR ���, �� ¢ POST, REFER TO FR-32J
APPROVED EQUIVALENT TO POST
CONNECTIONI 1/2" DIAMETER (3) 2X10 PT GIRDER `
HANDRAIL 34" ABOVE NOSING 2x10 P.T. DECK o
0 RIM BD.
2X10 PT JOISTS JOISTS o 4x4 P.T. DECK POST
@ 16" O.C. 1X_ P,T. KICK BOARD TYP. AT
ALL RISERS SIMPSON HUC210-2 RI --I
@ 6 -0 O.C. MAX.
2x10 P.T. LEDGER
HANGERS SIMPSON BCSZ2-3/6 �
Lo 04
4X4 P.T. WOOD POST (TYP. FOR 2-2x10) L ►- /
THRU-BOLTED TO STRINGER
W (2) 5/8" DIA. GALVANIZED 2x10 P.T. LEDGER \
CONC. FND. WALL BELOW
THRU BOLTS W/ WASHERS0. 6X6 PT WOOD POST @ a R-32A
BOTH ENDS 8'-0" O.C. MAXIMUM o
X D-11
(4) 2X12 P.T. STRINGERS W/ <
5/4 X 6 P.T. DECK TREADS SIMPSON ABU66Z POST ANCHOR
(5) 2X12 P.T. STRINGERS W/ I I OR APPROVED EQUIVALENT I 2-2X10 P.T. GIRDER `
1X6 TREX DECK TREADS 12" SQ. OR DIA. zo
CONCRETE PIER
8" WIDE CONCRETE TRENCH MAIN HOUSE FRAMING —_
FOOTING TO LOCAL FROST 22" DIA. MIN. CONC. PIER FOR J - -
DEPTH 1,500 #/SQFT PRESUMED SOIL
NOTE: BEARING CAPACITY LUS21OZ HANGER ATTACHED PERCD
J L �'
L SEE MORE THROUGH FR-32K 2'-0" 1' ll0" MANUF. SPECS, TYP. U.N.O.
DTT2Z W/ (8) SDS 4" X 1 " AT FOR MORE INFORMATION SQUARE 24" X 24" X 8" CONCRETE DIAMETER o
EACH POST, REFER TO FR32-J FOOTING FOR 1,500 A CID
2'-0' MAX. #/SQFT PRESUMED SOIL FULL DEPTH BLK. �, ,
(1/4 OF MAIN SPAN) FOOTING/SONOTUBE SIZE: BEARING CAPACITY
REFER TO DETAIL FR-32K TO NOTE:
DETERMINE CONC. PIER SIZE (2) 1/2" DIA. THRU
BASED UPON SOIL PROPERTIES SEE FR-32C FOR LEDGER BOLTS (GALVANIZED)
AND ACTUAL DECK DIMENSIONS. ATTACHMENT INFORMATION W/ CUT WASHERS AT
FOOTING/SONOTUBE SIZE: EACH END OF BOLT
REFER TO DETAIL FR-32K TO
DETERMINE CONC, PIER SIZE BASED
UPON SOIL PROPERTIES AND ACTUAL
DECK DIMENSIONS.
DECK SECTION @STAIRS -32D R DECK FRAMING @ FR-32L ALTERNATE POST DETAIL ED
DECK FRAMING PLAN FR-32
D-11 CANTILEVERED FIREPLACE D-11 D-11
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SERIAL NUMBER