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y
<br />VERIFY EXISTING SHEARWALL
<br />iy
<br />Y2" SHEATHING W/ 8d AT 6" O.C. _
<br />�r 10d AT 6" O.C.
<br />NOTIFY FOR IF DIFFERS
<br />�y OVER -FRAMED DECKING
<br />10dAT6"O.C.
<br />r OVER WATERPROOFING
<br />�
<br />} PER ARCH
<br />Y FLOOR SHEATHING PER
<br />SLOPE YS"/FT 1 Q
<br />y PLAN AND S1
<br />j
<br />y —
<br />BEAM PER PLAN,
<br />rr
<br />i FRAMED FLUSH TO
<br />r SHEATHING
<br />N
<br />r
<br />DTT1Z W/ 3/"O LAG
<br />r
<br />LOCATION PER PLAN
<br />>CC66Z POST CAP (ECC66Z AT ENDS)
<br />LUS212Z HGR EA END,
<br />y W/ (2) %"0 TNRU BOLT
<br />EA JOIST
<br />MEMBER
<br />YEA
<br />12x14 LSL LEDGER W/
<br />y
<br />(2) Y"Ox4Y2" SDS SCREWS
<br />>1 POST PER PLAN
<br />AT 8" O.C., OFFSET 34"
<br />y
<br />AND (1) %"Ox4Y2" SDS SCREW
<br />y FRAMING
<br />SECTION LOW AT8"O.C.
<br />2x BLKG W/ RBC CLI
<br />10d AT 6" O.C.
<br />G4) 16d CLINCH \
<br />NAILS
<br />RIPPED 2x RIM
<br />W/ (2) 16d EA RAFTER
<br />ROOF SECTION
<br />NOTCH RAFTER
<br />FOR BBC
<br />"-16d TN EA SIDE
<br />H2.5 EA RAFTER
<br />'BEAM PER PLAN
<br />A35 C SD9x1Y2 SCREWS
<br />INTO BEAM AT EA JOIST
<br />2x6 CLG JOIST
<br />AT 24" 0, C.
<br />VERIFY EXISTING SHEARWALL
<br />Y2" SHEATHING Wj 8d AT 6" O.C.
<br />EXISTING 10d AT 6" O.C. NOTIFY FOR IF DIFFERS
<br />FLOOR NAILING 10d AT 6" O.C,-
<br />-EXISTING 2x4 BASE PLATE ck� x OVER -FRAMED DECKING
<br />W/ 16d AT 6" O.C. ° OVER WATERPROOFING
<br />NEW A35 w Q C PER ARCH
<br />AT 16" O.C. SLOPE %"/FT
<br />FLOOR
<br />DTT1Z W/ Y8"O LAG
<br />LOCATION PER PLAN
<br />EXISTING HEADER TO BE
<br />VERIFY OVER EXISTING
<br />OPENINGS, SEE PLAN
<br />LUS212Z HGR EA JOIST—�
<br />12x9Y2 LSL LEDGER W/-
<br />(2) Y4"Ox3 2" SDS SCREWS
<br />AT 8" O.C., OFFSET %4"
<br />AND (1) Y4" Ox3Y2" SDS SCREW
<br />LOW AT 8" O.C.
<br />2 FRAMII
<br />SCALE 3/4" = 1'-0"
<br />VERIFY EXISTING SHEARWALL-
<br />2" SHEATHING W/ 8d AT 6" O,C,
<br />NOTIFY FOR IF DIFFERS
<br />10d AT 6" O.C.—
<br />OVER-FRAMED DECKING
<br />OVER WATERPROOFING SLOPE %"/FTG
<br />PER ARCH
<br />LUS HGR EA JOIST
<br />12x9Y2 LSL LEDGER W/
<br />(2) Y4" Ox4Y2" SDS SCREWS 4
<br />°
<br />AT 8" O.C., OFFSET %"
<br />AND (1) Y4" Ox4Y2" SDS SCREW
<br />LOW AT 8" O.C. AND SHIM BUILDING PAPER
<br />BETWEEN LEDGER/CONC WHERE REO'D
<br />FRAMING SECTION
<br />ROOF SECTION
<br />EXISTING 10d AT 6" O.C.
<br />FLOOR NAILING
<br />-EXISTING 2x4 BASE PLATE
<br />W/ 16d AT 6" O.C.
<br />FLOOR
<br />EXISTING 2x PLATE W/
<br />Y2" O A. BOL T AT 48" O.C.
<br />AND WASHER PER S1
<br />EXISTING 10d AT 6" D.C.
<br />FLOOR NAILING
<br />-EXISTING 2x4 BASE PLATE
<br />W/16dAT 6" O.C.
<br />ANEW A35
<br />AT 16" O.C.
<br />FLOOR
<br />EXISTING HEADER TO BE
<br />VERIFY OVER EXISTING
<br />OPENINGS, SEE PLAN
<br />OVER -FRAMED DECKING
<br />OVER WATERPROOFING
<br />PER ARCH
<br />I —SLOPE %"/FT
<br />16d TN EA SIDE
<br />BEAM PER PLAN
<br />SCALE 3/4" = 1'-0"
<br />///--10d AT 6" O.C.
<br />RIPPED 2x
<br />BLKG W/ A35
<br />AT 16" O.C.
<br />FRAMING SECTION
<br />VERIFY EXISTING SHEARWALL—
<br />%" SHEATHING W/ 8d AT 6" O.C.
<br />NOTIFY FOR IF DIFFERS
<br />10d AT 6" O.C.
<br />OVER -FRAMED DECKING
<br />OVER WATERPROOFING
<br />LLJ Q PER ARCH
<br />w Q
<br />EXISTING 10d AT 6" O.C.
<br />FLOOR NAILING
<br />EXISTING 2x4 BASE PLATE
<br />W/16dAT6"O.C.
<br />NEW A35
<br />AT 16" 0.C.
<br />j FLOOR
<br />L
<br />1%x92 LVL LEDGER W/�
<br />(2) %"Ox32 SDS SCREWS
<br />AT 8" O,C., OFFSET 31"
<br />AND (1) Y"Ox32" SDS SCREW
<br />COW AT 8" O.C.
<br />NEW SHEARWALL SHEATHING
<br />AND NAILING PER PLAN
<br />FRAMING -SECTION
<br />10dAI6"O.C.
<br />OVER -FRAMED DECKING --\
<br />OVER WATERPROOFING
<br />DECK PER ARCH
<br />BEAM PER
<br />FRAMING SECTION
<br />SCALE 3/4" = 1'-0"
<br />SLOPE %"/FT
<br />LUS210 HGR EA JOIST
<br />SCALE 3/4" = 1'-0" S4 SCALE 3/4 = 1'-0" S4 SCALE 3/4" = 1'-0"
<br />�j
<br />, , , , , ,\\. , . , , /—, A 35 EA ~RAFTER , , , , , , , \ , \ , , , , k , , . k , < , , , , , , , , , , , , ,
<br />10d AT 6" 0. C. OVERFRAMING
<br />ALIGN RAFTER PER 15/S5
<br />W/ WALL BELOW d
<br />I
<br />NEW 2x4 STUDS NEW %"Ox4Y2" SDS
<br />AT 16' O.C. _ SCREWS AT 12" O.C.
<br />-BEAM PER PLAN
<br />NEW 2" SHEATHING
<br />W/ 8d AT 6" O.C.
<br />CUT BACK
<br />EXISTING ,
<br />AS NEC ,
<br />NEW 2x6 CLG— \I
<br />JOIST AT 24" O.C. - NEW 2x6 PLATE
<br />II W/16dA16"O.C.
<br />' NEW 2x BLKG W/
<br />A35 AT 24" O.C.
<br />VERIFY EXISTING SHEARWALL 2x6 LEDGER W/ (2) 4"x4 2"
<br />2" SHEATHING W/ 8d AT 6" O.C. SDS SCREWS AT EA STUD
<br />NOTIFY FOR IF DIFFERS
<br />ROOF SECTION C ROOF SECTION
<br />SCALE 3/4" = 1'-0" S4 SCALE 3/4" = 1'-0" S4 SCALE 3/4 = 1'-0"
<br />mc�z�
<br />wo-
<br />ooQQ
<br />m
<br />HAND RAIL
<br />LLJ
<br />m = w J Z
<br />BY OTHERS
<br />�� Cl w w
<br />mow
<br />—OVER- FRAMED DECKING
<br />o z z
<br />OVER ATERPROOFING
<br />o x o o
<br />PER ARCH
<br />AT 6„ O.C.
<br />o
<br />o w
<br />G10d
<br />w
<br />x
<br />DECK
<br />o w Ll J
<br />w
<br />�o���
<br />O _ O O —_i
<br />m
<br />W
<br />� O � � Q
<br />RIPPED 2x RIM A35 EA JOIST W/
<br />W J
<br />SD9x12 SCREWS
<br />z
<br />Q
<br />o o o
<br />o w
<br />INTO BEAM
<br />Q
<br />RIPPED 2x BLKG
<br />o Q
<br />W/ A35 AT 16" O.C. BEAM PER PLAN
<br />oom
<br />L
<br />N
<br />ozwno n
<br />CC5Y-6 HDG POST CAP POST PER PLAN
<br />®\
<br />a_ � Q
<br />W/ (2) %" 0 THRU BOLT
<br />Qo
<br />El- a_Q�o
<br />o
<br />zzOQ cn
<br />EA MEMBER
<br />d
<br />a
<br />o
<br />FRAMING SECTION
<br />QmCD
<br />5
<br />SCALE 3/4" = 1'4'
<br />DECK
<br />2'-0" MAX
<br />AND 4'-0" O.C. u
<br />TYP ROOF SHEATHING
<br />2x6 SYMM
<br />RIDGE 2x4 SUPPORT EVERY OTHER RAFTER
<br />LOCATE DIRECTLY OVER TRUSS
<br />W/ (3) 10d TO RAFTER
<br />. 2x4 RAFTER
<br />AT 24" O.C.
<br />i
<br />12
<br />2x4 TIE EA RAFTER
<br />W/ (4) 1Od EA END SEE ARCH
<br />2x6 BRG BLOCK W/ J \
<br />(3) 16d EA SUPPORT 16d AT 6" O.C. \\
<br />SHEATH TRUSSES
<br />PRIOR TO OVERFRAMING
<br />SCALE 3/4" = 1'-0"
<br />MAIN ROOF
<br />TRUSSES
<br />ROOF SECTION
<br />I ICdV
<br />HEADER DETAIL
<br />c
<br />0)
<br />0
<br />CF
<br />Lq
<br />>
<br />ORq
<br />®�
<br />®
<br />o
<br />M M
<br />Ncia
<br />j
<br />C� ®F WAs&/ Q
<br />p 4 "32 '3�J®NA L �,
<br />A34 EA RAFTER
<br />W/ #8x2" SCREW
<br />TO PLATE
<br />-2x6 PLATE W/
<br />(2) #8x3" SCREWS
<br />--J
<br />EA TRUSS
<br /><
<br />0
<br />G10d AT
<br />U
<br />C
<br />6" 0, C.
<br />C
<br />�
<br />�
<br />C
<br />W
<br />0
<br />0
<br />Ld
<br />SCALE 3/4" = 1'-0" C
<br />0 LLI
<br />0 C
<br />0 0
<br />FLOOR
<br />ROOF
<br />JDR PER PLAN
<br />TIGHT TO PLATE
<br />SINGLE TRIMMER TYP
<br />DBL AT 410
<br />AND LARGER
<br />�INGLE TOP SILL
<br />1, N. 0.
<br />1NGLE BTM SILL
<br />N. 0.
<br />SCALE 3/4" = 1'-0"
<br />
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