|
EXTEND TOP PLATE ROOF SHEATHING, SEE
<br />OF DOUBLE TOP GEN NOTES PLYWOOD ROOT
<br />PLATE OVER BEAM SEE GEN. NOTE
<br />ROOF TRUSS,
<br />SEE PLAN
<br />TRUSS HOLD DOWN.
<br />V
<br />w".'
<br />(SEE PLAN)
<br />WOOD BEAM,
<br />SEE PLAN
<br />SECTION 1
<br />3/4"
<br />= 1'-0" �O2
<br />T.O. WALL/
<br />TRUSS BRG.
<br />NAIL SHEATHING TO BLKG
<br />EL =SEE
<br />2x BLOCKING W/(2) 16d
<br />W/ 8d NAILS AT 4" O.C.
<br />PLAN
<br />NAILS TOE NAILED EACH
<br />ROOF SHEATHING, SEE
<br />WOOD ROOF TRUSS
<br />END & 3 16d NAILS
<br />GEN NOTES
<br />TOE NAILED TO DBL. 2x
<br />ROOF
<br />TOP PLATE
<br />TRUSSES,
<br />CONTINUOUS BLOCKING
<br />SEE PLAN
<br />WALL SHEATHING,
<br />REQUIRED AT SHEAR
<br />SEE PLAN, GENERAL
<br />WALLS. PROVIDE
<br />NOTES AND SHEAR
<br />BLOCKING EVERY OTHER
<br />WALL SCHEDULE
<br />TRUSS AT NON -SHEAR
<br />WALLS
<br />TRUSS ANCHOR,
<br />SEE PLAN
<br />SEC�ON 3
<br />STUD PLATE TIE
<br />3/4" = 1'-O" �O2
<br />SHEAR WALL OR EXTERIOR WALL
<br />SHEATHING, SEE SHEAR WALL INTERIOR WALL
<br />SCHEDULE & GEN NOTES jL SHEATHING
<br />SECTION 2
<br />3/4" �O2
<br />ROOF TRUSS,
<br />j SEE PLAN -
<br />1 EXTEND TOP PLATE
<br />_ OF DOUBLE TOP
<br />PLATE OVER BEAM -
<br />FASTEN SHEATHING ALONG
<br />LEDGER W/ 8d RING SHANK
<br />(or 10d) NAILS AT 4" O.C.-
<br />CONT. P.T. 26 LEDGER
<br />W/Y4"0 x 3Y4" TAPCONS AT
<br />16" O.C.
<br />FLOOR SHEATHING,
<br />SEE GENERAL NOTES
<br />FLOOR TRUSS,
<br />SEE PLAN —
<br />IBL 2x TOP PLATE
<br />EXTERIOR WALL
<br />SHEATHING, SEE
<br />GEN. NOTES
<br />2x4 BLOCKING BTWN
<br />TRUSSES W/ SIMPSON
<br />U24 EACH END
<br />ROOF SHEATHING,
<br />SEE GEN. NOTES
<br />---TRUSS HOLD DOWN
<br />(SEE PLAN)
<br />WOOD BEAM,
<br />SEE PLAN
<br />WALL SHEATHING,
<br />SEE PLAN, GENERAL
<br />NOTES AND SHEAR
<br />WALL SCHEDULE
<br />SECTION r7
<br />3/4" = 1'-00' �O2
<br />FASTEN SHEATHING ALONG
<br />LEDGER W/ 8d RING SHANK
<br />(or 10d) NAILS AT 4" O.C.
<br />2x4 LET -IN AT TRUSS. PROVIDE
<br />A CONT. P.T. 2x4 LEDGER W/Y4"O
<br />x 3Y4" TAPCONS AT 16" O.C.—
<br />FLOOR SHEATHING,
<br />SEE GENERAL NOTES
<br />FLOOR GIRDER
<br />TRUSS (GT),
<br />SEE PLAN
<br />SIMPSON LGU410-SDS
<br />CONT. P.T. 2x4 LEDGER AT CORNER LOCATIONS PROVIDE
<br />W/Y4 0 x 3Y4" TAPCONS AT A SIMPSON HGUMx3%"-SDS
<br />24" O.C. WITH ONE FLANGE CONCEALED-
<br />8x16 BOND BEAM AT TRUSS 8x16 BOND BEAM AT TRUSS
<br />BEARING CONNECTION, SEE BEARING CONNECTION, SEE
<br />PLAN NOTES PLAN NOTES
<br />co
<br />8" CMU WALL, SEE PLAN 8" CMU WALL, SEE PLAN
<br />ai
<br />co
<br />rn
<br />0
<br />LID
<br />0
<br />N
<br />CO
<br />C 0') SECTION r12
<br />m
<br />3/4„ = 1'—O" �O2
<br />0
<br />0-
<br />SECTION K 13
<br />3/4" = 1'-0" S4.02
<br />ROOF WOOD TRUSSES
<br />(SEE PLAN)
<br />PLYWOOD ROOF SHEATHING,
<br />SEE GEN. NOTES --\
<br />TRUSS ANCHOR,-
<br />NCHOR, SEE PLAN
<br />V
<br />WALL SHEATHING,
<br />>TE TIE SEE PLAN, GENERAL
<br />NOTES AND SHEAR
<br />WALL SCHEDULE
<br />TWALL/
<br />TRR USS BRG.
<br />SEE PLAN
<br />;OOF TRUSS, SEE PLAN
<br />SIMPSON SP2
<br />STUD PLATE TIE
<br />2x4 LET -IN AT TRUSS.
<br />PROVIDE A CONT. P.T. 2x4
<br />LEDGER W/Y4 O x 3Y4"
<br />TAPCONS AT 16" O.C.
<br />ROOF SHEATHING,
<br />SEE GEN. NOTES
<br />2x6 STUDS
<br />AT 16" O.C.
<br />CONT 2x6 LEDGER
<br />WITH (2) #9x4" WOOD
<br />SCREWS AT EACH
<br />STUD
<br />2x6 SOLE PLATE WITH
<br />NO. 9 x 4" WOOD
<br />SCREWS AT 16" O.C. -
<br />TRUSS ANCHOR,
<br />SEE PLAN
<br />f \-SEE "TYPICAL PLYWOOD
<br />BRACING DETAIL" ON
<br />SHEET S4.01 FOR
<br />ADDITIONAL INFORMATION
<br />STUD PLATE TIE
<br />WALL SHEATHING,—
<br />SEE PLAN, GENERAL
<br />NOTES AND SHEAR
<br />WALL SCHEDULE
<br />SECTION r4_"'�
<br />3/4" = 1'-0" S4.02
<br />--DBL 2x6 TOP PLATE
<br />ROOF SHEATHING,
<br />SEE GEN. NOTES
<br />SIMPSON MTS12 WRAP AROUND
<br />VERTICAL STUD AND LEDNER AS
<br />REQUIRED
<br />10d AT 4" O.C.
<br />TO LEDGER
<br />10d AT 4" O.C.
<br />PLYWOOD ROOF SHEATHING,
<br />SEE GEN. NOTES
<br />2x6 BRACE AT 24"
<br />O.C. WA4) 10d
<br />EACH END
<br />SIMPSON SP2
<br />WALL SHEATHING, STUD PLATE TIE
<br />SEE PLAN, GENERAL
<br />NOTES AND SHE
<br />WALL SCHEDULE ,
<br />/Z
<br />WHERE LEDGER IS ON BOTH SIDES
<br />OF MASONRY WALL STAGGER
<br />ANCHORS BY 8" WITH OPPOSITE
<br />SIDE ANCHOR CONNECTION
<br />8x16 BOND BEAM AT TRUSS
<br />BEARING CONNECTION, SEE
<br />PLAN NOTES
<br />SECTION 8
<br />3/4" = 1'-0" �O2
<br />FASTEN SHEATHING ALONG
<br />LEDGER W/ 8d RING SHANK
<br />(or 10d) NAILS AT 4" Q.C.
<br />FLOOR SHEATHING,
<br />SEE GENERAL NOTES
<br />ROOF SHEATHING,
<br />SEE GEN NOTES
<br />ROOF DECK SEE
<br />2x4 BLOCKING BTWN GENERAL NOTES.
<br />TRUSSES W/ SIMPSON
<br />U24 EACH END, AT
<br />"X-BRACING"
<br />ROOF SHEATHING,
<br />SEE GEN. NOTES
<br />ROOF TRUSS,
<br />SEE PLAN —
<br />2x4 BLOCKING BTWN
<br />TRUSSES AT BRACE
<br />W/ SIMPSON U24
<br />EACH END
<br />-ROOF TRUSSES,
<br />SEE PLAN
<br />EXTEND TOP PLATE
<br />OF DOUBLE TOP
<br />PLATE OVER BEAM-
<br />TRUSS TIE,
<br />SEE PLAN
<br />\- FLOOR TRUSS SEE PLAN
<br />DOUBLE PT 2x8 x CONT. LEDGER
<br />W/ 5/8"0 EXP. ANCHORS ® 16"
<br />O.C. (5" EMBED).
<br />ROOF TRUSS,
<br />SEE PLAN
<br />8" CMU WALL
<br />CONT. DOUBLE 2x8 LEDGER.
<br />(SEE PLAN)
<br />CONNECT BASE -PLY 2x TO
<br />STUD WALL W/(2) Y4"Ox 6"
<br />LAG SCREWS 0 16" O.C.
<br />CONNECT FACE -PLY WITH
<br />(2) 16d AT 8" O.C.
<br />SECTION 14
<br />2x6 "X-BRACING" W/(4)
<br />10d AT EACH END,
<br />SPACED AT 4'-0" O.C.
<br />8" REINFORCED MASONRY WALL
<br />SECTION 5
<br />3/4" = 1'-0" �O2
<br />DBL 2x TOP PLATE
<br />ROOF SHEATHING,
<br />SEE GEN. NOTES
<br />2x4 BLOCKING BTWN ROOF SHEATHING,
<br />TRUSSES W/ SIMPSON SEE GEN. NOTES-
<br />U24 EACH END
<br />--TRUSS HOLD DOWN
<br />(SEE PLAN) —
<br />WOOD BEAM,
<br />SEE PLAN
<br />SECTION 9
<br />3/4" = 1'-0" �O2
<br />STEEL PLATFORM BY
<br />OTHERS.
<br />PROVIDE A CONTINUES
<br />ANGLE AT BOTTOM TO
<br />SPREAD LOAD ACROSS
<br />TRUSSES AND WITH
<br />HORIZ. LEG LONG
<br />ENOUGH TO FASTEN
<br />2x RIM BOARD W/(2) NO. 9 x 3Y2" WOOD
<br />TO TOP OF TRUSS —
<br />SCREWS AT EACH TRUSS
<br />-Y4" FLOOR SHEATHING, FASTEN
<br />TO SUPPORTS WITH 10d NAILS
<br />\ FAT 4" O.C. AT SHEET EDGES
<br />\ AND 12" O.C. IN FIELD.
<br />SECTION 15
<br />3/4" = 1'-0" S4.02
<br />2x RAFTERS, SEE
<br />PLAN T.0 WALL/
<br />TRUSS BRG.
<br />SEE PLAN
<br />SIMPSON SP2
<br />STUD PLATE TIE
<br />SINGLE COURSE K.O. BLOCK (8x8)
<br />WITH A POURED IN PLACE COURSE
<br />BOTH W/ CONT. #5 EACH, GROUT
<br />SOLID AT TOP OF WALL
<br />WOOD ROOF TRUSSES,
<br />TYP., SEE PLAN
<br />CONT 2x4 BRIDGING W/(2)
<br />10d AT EACH SUPPORT -
<br />AT EACH "X-BRACING"
<br />CONT. P.T, 2x4 LEDGER W/ )(6%34"
<br />TAPCONS AT 12" O.C., TYP.
<br />CONTINUOUS 8x8
<br />KNOCK -OUT BLOCK BOND
<br />BEAM W/(2) #5 CONT.
<br />FASTEN SHEATHING ALONG
<br />LEDGER W/ 8d RING SHANK
<br />(or 10d) NAILS AT 4" O.C.
<br />CONT. P.T. 2x6 LEDGER
<br />W/Y"0 x 3Y" TAPCONS AT
<br />16" O.C.
<br />FLOOR SHEATHING,
<br />SEE GENERAL NOTES—\
<br />2x RIBBON PLATE
<br />FLOOR TRUSS,
<br />SEE PLAN —
<br />SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS
<br />SHEET DUE TO THE CHANGE TO A WOOD FRAME
<br />STRUCTURE AND ENCLOSING THE CORRIDORS.
<br />1
<br />PLYWOOD ROOF SHEATHING,
<br />SEE GEN. NOTES 10d AT 4" O.C.
<br />I R A r"K A-S
<br />ROOF TRUSS OVER
<br />SHEAR WALL W/
<br />x4 BLOCKING BTWN
<br />VERTICAL WEB MEMBERS
<br />TRUSSES W/
<br />AT 13" O.C.
<br />SIMPSON U24 EACH
<br />END, AT BRACE
<br />CONT 2x4 PLATE TOP AND
<br />BOTTOM W/ #9x3V WOOD
<br />SCREWS AT 6" O.C., STAGGERED
<br />�-- SHEAR WALL SHEATHING TO
<br />MATCH SHEAR WALL SHEATHING
<br />NOTED IN WALL BELOW
<br />WALL SHEATHING, STUD PLATE TIE
<br />SEE PLAN, GENERAL
<br />NOTES AND SHEAR
<br />WALL SCHEDULE
<br />S O
<br />3/4" = 1'-0" �O2
<br />AT ELEVATOR TOWER
<br />OPENINGS PROVIDE
<br />POURED IN PLACE SILL
<br />WITH #5 CONT. AND
<br />POUR SOLID DOWN TO
<br />PRECAST LINTEL
<br />4, CUT BLOCK TO ROOF TRUSS,
<br />CONT. P.T. 2x4 LEDGER ACCOMMODATE PRECAST SEE PLAN -
<br />W/Y"0 x 3Y4" TAPCONS AT LINTEL AND TO
<br />24" O.C. MAINTAIN COURSING
<br />8x16 BOND BEAM AT TRUSS
<br />BEARING CONNECTION, SEE
<br />PLAN NOTES
<br />LINTEL, SEE PLAN
<br />S CT10 ri 0
<br />3/4" = 1'-0 �O2
<br />T.0 WALL/
<br />®jI TRUSS BRG.,
<br />SEE PLAN
<br />;OOF TRUSS, SEE PLAN
<br />PROVIDE SIMPSON
<br />STRAPS EACH
<br />END OF HEADER
<br />FLOOR TRUSSES,
<br />SEE PLAN —*
<br />GIRDER
<br />TRUSS (GT),
<br />SEE PLAN -
<br />TRUSS HOLD DOWN
<br />(SEE PLAN)
<br />SIMPSON SP2
<br />WALL SHEATHING, STUD PLATE TIE
<br />SEE PLAN, GENERAL
<br />NOTES AND SHEAR
<br />WALL SCHEDULE
<br />SECTION 16
<br />3/4" = 1'-0" S4.02
<br />EXTERIOR WALL
<br />SHEATHING, SEE
<br />GEN. NOTES —
<br />EXTEND TOP PLATE
<br />OF DOUBLE TOP
<br />PLATE OVER BEAM-
<br />ROOF SHEATHING,
<br />SEE GEN. NOTES
<br />GUTHERMAN STRUCTURAL INC.
<br />264 BUTTERCUP CIRCLE
<br />ALTAMONTE SPRINGS FL 32714
<br />P:4o7.701.o875 LIC.#z8863
<br />u erman
<br />STRUCTURAL
<br />L
<br />ROOF TRUSSES,
<br />SEE PLAN
<br />2x6 BRACE AT 48"
<br />O.C. EACH SIDE,
<br />W/(4) 10d EACH
<br />END
<br />_2x TOP PLATE
<br />2x4 BLOCKING BTWN
<br />TRUSSES W/ SIMPSON
<br />U24 EACH END
<br />-ROOF SHEATHING,
<br />SEE GEN. NOTES
<br />° T.0 WALL/
<br />TRUSS BRIG.,
<br />SEE PLAN
<br />—TRUSS HOLD DOWN ROOF TRUSS, SEE PLAN
<br />(SEE PLAN)
<br />WOOD BEAM,
<br />SEE PLAN
<br />SECTION 11
<br />3/4" = l'-O" S4.02
<br />rT\-DBL 2x TOP PLATE
<br />EXTERIOR WALL
<br />SHEATHING, SEE
<br />GEN. NOTES —
<br />PRE -FABRICATED
<br />STAIR BY OTHERS
<br />ROOF SHEATHING,
<br />SEE GEN. NOTES
<br />SIMPSON A35 EACH
<br />SIDE AT 24"O.C., OR
<br />16d TOENAILS EACH
<br />SIDE AT 10" O.C.
<br />SHEAR WALL SHEATHING
<br />PER SHEAR WALL SCHED.
<br />EACH SIDE
<br />TERIOR WALL
<br />EATHING, SEE
<br />GEN. NOTES
<br />2x4 BLOCKING BTWN
<br />TRUSSES W/ SIMPSON
<br />U24 EACH END
<br />IROOF SHEATHING,
<br />SEE GEN. NOTES
<br />T.0 WALL/
<br />TRUSS BRG.,
<br />SEE PLAN
<br />TRUSS HOLD DOWN
<br />(SEE PLAN)
<br />SIMPSON SP2
<br />STUD PLATE TIE
<br />INTERIOR WALL SHEATHING,
<br />SEE GEN. NOTES
<br />SECTION K 17
<br />001
<br />PRE -ENGINEER
<br />ROOF TRUSSES
<br />SHEAR WALL
<br />SHEATHING
<br />16d NAILS AT
<br />PER SHEAR WALL
<br />12"O.C. EACH
<br />SCHED.
<br />SIDE
<br />EACH SIDE
<br />NAILING PER SHEAR
<br />WALL SCHEDULE
<br />TYPICAL
<br />SECTION 1
<br />3/4" = 1'-0" S4.02
<br />745 orienta avenue, suite 1121
<br />altamonte springs, fl 32701
<br />phone: 407.830.1400
<br />fax: 407.830.4143
<br />AA0002731
<br />www.forumarchitecture.com
<br />COMMUNITIES
<br />3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239
<br />Zephyrhills, FL
<br />09/09/2015
<br />ST"��'"_='O;=
<br />4oF,10
<br />A N '4'.
<br />/iiiltlllilo���
<br />I
<br />William Thomas Domanski, P.E.
<br />! FL. REG. #76843
<br />SET DISTRIBUTIONS:
<br />A SHEET REVISIONS:
<br />EDITED BY: JG
<br />In PROJECT NO. 14-2984
<br />BUILDINGS I, li &
<br />i
<br />CLUBHOUSE
<br />u
<br />SECTIONS AND
<br />DETAILS
<br />
|