303 Atlantic Blvd COMM18-0025 Outrigger Detail RevCONTINUOUS PT RIM BOARD, FASTEN TO
EA. RAFTER W/ A34 (TYP)
SYP#2 ROOF RAFTERS @ 24" OC. FASTEN TO
STEEL BEAM PER 1 AND 2/S3.2A (TYP)
PROVIDE BLOCKING BETWEEN EACH RAFTER.
ALL BLOCKING SHALL BE NAILED PER ROOF
Sll-IEATHING SPECS
STRUCTURE IN THIS
AREA TO REMAIN
AS IS UNLESS
OTHERWISE NOTED
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(3)2x4 SYP#2 CANTILEVEREDI OUTLOOK S ® 5'-0"
OC MAX. FASTEN TO EACH STEEL BE M W/ (2)H3
(MIN BACKSPAN 5'-0", MAX CANTI VER 3'-4")
NTINUOUS PT RI BOARD, FASTEN TO
/ E AFTER W/ A34 (TYP)
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SEE DETAIL 9/S3.2 FOR TYPICAL
BLOCKING W/IN FIRST TWO BAYS
ATTACH ROOF DIAPHRAGM W/ HTT5 PER DETAIL
9/S3.2A (4 PLACES TOTAL)
(2)2x4 SYP#2 LEDGER,
FASTEN PER 4/S3.2A
STRUCTUF
AREA TC
AS IS
OTHERWI`.
2x4 SYP#2 BLOCKING Q 24� OC. FASTEN EA EN
(2)10d. ADD SIMPSON LTC B C� 48" OC W/ z"x
TITEN HD INTO EXISTING CM WALL
ATTACH ROOF DIAPHRAGM W/ HTT5 PER DETAIL
9/S3.2A (4 PLACES TOTAL)
PARTIAL EXTERIOR PATIO ROOF FRAMING PLAN
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ROOF SHEATHING (2) ROWS 8d
PER SPECS / \ RINGSHANK ® 6" OC
ROOF RAFTER AND (1 ROW EA RAFTER)
BLOCKING, SEE PLAN
1#2 ROOF RAFTERS BLOCKING
(2)2x4 SYP#2 RAFTER/LEDGER, OC. LAP MIN 12" ROOF SHEATHING,
PER 1/S3.2A
T
W/ Y"x6" TITEN HD 9 16" OC _OCKING, FASTEN EACH
8
;ERS 3j4 & HGAIOKT USING t"' / (2)10d AND BOT W/
( )ax1YzSDS 2x4 SYP#2 OUTLOOKERS
=A GAF' __`?_ (STAGGER TO AVOID CONFLICT) @ .i" OC. FASTEN TOP 24" C. F STEN EA
2x8 PT PLATE, — RINGSHANK @ 6" OC E
SEE 1/S3.2A _ 2x
FOR CONN. - PROOFING (2)2x4 SYP#2
SLOPE: 1ER5
ROOF RAFTERS
2x4 @ 24" OC. INT @ 24'" OC. 2x
FASTEN W/ H3 E �� � �"
FA
/PACE `\ SL PE: 1 0 HE PAG
CONT PT
ASCIA.
EXISTING CMU WALL FASTEN TO
EACH RAFTER SIMPSON
CEILING HEIGHT W/ A34 (TYP) H3
1 - y VARIES FROM F.F.E.
STEEL BEAMPER PLAN SIMPSON H3 J CEILING STEEL 8
UNDER -FRAMING
2x12 PT PLATE FASTENED ? _ _ _ _ CEILING HEIGHT 202 PT PLATE FASTENED BY BUILDER 2x12 PT Pl
W/ (2)3/a' CARRIAGE BOLTS CAP 9'-D FROM EF. E. W/ (2)3/4" CARRIAGE BOLTS W/ (2)%4' C,
AND WASHERS 16" OC. AND WASHERS @ 16" OC. AND WASH
STEEL BEAM PER PLAN STEEL BEAM PER PLAN STEEL B
END) a PATIO ROOF ��DJACENT TO EXISTING 3 PATIO ROOF ROOF OUTLOOKER(NORTH END)
3.2 CMU WALL , l 3.2 SCALE: 3/4" = 1'-O"
SCALE: 3/4" = V O0
=REVISED�DETAIL REVISED DETAIL
32/24" APA RATED OSB OR
PLYWOOD. FASTEN W/ 8d
RINGSHANK 6" OC EDGE AND 6"
OC FIELD, AND TO ALL BLOCKING
(UNLESS OTHERWISE NOTED)
2x4 SYP#2 ROOF RAFTERS
9 24" OC. LAP MIN 12"
SIMPSON H3
2x8 PT PLATE FASTENED W/
(2)2' CARRIAGE BOLTS AND
WASHERS @ 24" OC.
STEEL BEAM PER PLAN
TYPICAL PATIO ROOF
2x6 BLOCKING, FASTEN EACH END TO
ROOF RAFTER W/ (3)10d AND BOT
TO TOP PLATE W/ (1)10d @ 3" OC
(ROOF SHEATHING TO BLOCKING
NAILING NOT REQUIRED)
WATERPROOFING ROOF SHEATHI
BY OTHERS PER 1/S3
CONT PT FASCIA.
FASTEN TO
EACH RAFTER W/
PEZ/, A34 (TYP)
CEILING
UNDER -FRAMING
BY BUILDER
SIMPSON H3
3.2 RAFTER TO STEEL BEAM
SCALE: 3/4" = 1'-0"
t 7,
REVISED DETAIL
SIMPSOP
2x8 PT PLATE FASTENED
(2)4" CARRIAGE BOLTS
WASHERS 0 24"
STEEL BEAM PER F
2 PA --
3.2 SCAT
REV
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