|
L4 X 4 X 3/8" CONT.
<br />W/ 3/4"0 'J' BOLTS
<br />® 2'-0"o.c. 0 DOOR
<br />#4 ® 12"o.c. TOP - \
<br />8" CMU WALL
<br />CONIC. SLAB
<br />SEE PLAN
<br />s �
<br />• e
<br />�g
<br />•• :• c
<br />•-
<br />�- -
<br />3'-6"
<br />NOTE:
<br />(2)#4 C— INSTALL BELOW UPPER LAYER MASONRY
<br />(CTR ON CORNER) OF SLAB REINFORCING
<br />SEE NOTE ABOVE
<br />IN, SLAB EDGE
<br />(2)#4 X 6'-C
<br />(CTR ON CORNER) -ac
<br />SEE NOTE ABOVE
<br />PROVIDE PREFAB. "L"
<br />JOINT Gti 1 AT ALL CORNERS CING
<br />SEE PLAN FOR ADD'L
<br />SLAB REINF.
<br />TYP. SLAB CORNER REINF.
<br />N.T.S.
<br />EXTERIOR WALL SHEATHING,
<br />SEE GENERAL NOTES AND
<br />PLAN VIEW
<br />TYPICAL SUMP DETAIL
<br />(AT SIDE WALL)
<br />FILLED CELL, SEEPLAN
<br />FOR REINF. (TYP.)
<br />MASONRY
<br />PROVIDE PREFAB. "T"
<br />JOINT REINFORCING AT
<br />ALL T-INTERSECTIONS
<br />PLAN VIEW
<br />TYPICAL MASONRY DETAILS
<br />N.T.S.
<br />SHEAR WALL SCHEDULE INTERIOR WALL SHEATHING,
<br />SEE GENERAL NOTES AND
<br />WOOD STUD WALL, SEE PLAN, SHEAR WALL SCHEDULE
<br />GENERAL NOTES AND SHEAR NOTE: COORDINATE EDGE
<br />WALL SCHEDULE PRESSURE TREATED (PT) 2x SOLE PLATE. SEE OF SIDEWALK DETAIL WITH
<br />GENERAL NOTES AND SHEAR WALL SCHEDULE SITE/CIVIL DRAWINGS,
<br />STUD TO SOLE PLATE CONN, FOR ATTACHMENT TYPICAL
<br />SEE GENERAL NOTES AND
<br />SHEAR WALL SCHEDULE FOR POST -TENSIONED CONCRETE
<br />ATTACHMENT FINISHED GRADE
<br />Ya" GAP, TYPICAL Yi GAP, FOUNDATION/ SLAB SYSTEM,
<br />TYPICAL SEE PLAN NOTES
<br />T.O. SLAB
<br />FINISHED -r TSEE PLAN
<br />GRADE x z 00
<br />Ld
<br />;/\7//7,777/% �� 10 MIL VAPOR 77777 '
<br />0 z BARRIER, TYP.
<br />Ig
<br />• • REINFORCEMENT PER
<br />APPROVED POST -TENSIONED 3"
<br />SHOP DRAWINGS
<br />3 CLR.
<br />CLR. 01 WIDTH
<br />1'-0" MIN.
<br />SECTION 1
<br />3/4" = 1'-0" S3.01
<br />NOTE: TYPICAL EXTERIOR FOOTING
<br />VERTICAL REINFORCEMENT,
<br />SEE PLAN
<br />DOWELS TO MATCH VERTICAL
<br />REINFORCEMENT SIZE
<br />POST -TENSIONED CONCRETE
<br />FOUNDATION/ SLAB SYSTEM,
<br />SEE PLAN NOTES --\
<br />3"
<br />CLR.
<br />POST -TENSIONED CONCRETE
<br />FOUNDATION/ SLAB SYSTEM,
<br />SEE PLAN NOTES
<br />\-10 MIL VAPOR
<br />BARRIER, TYP.
<br />A
<br />— REINFORCEMENT PER
<br />APPROVED POST -TENSIONED
<br />SHOP DRAWINGS
<br />SECTION
<br />2
<br />3/4" = 1'-0"
<br />S3.01
<br />NOTE: THICKENED SLAB
<br />AT PATIO
<br />REINFORCED CMU WALL, EXTERIOR WALL SHEATHING,
<br />SEE PLAN SEE GENERAL NOTES
<br />WOOD STUD COL., SEE PLAN
<br />PROVIDE 48 BAR DIAMETER AND GENERAL NOTES --;zz�
<br />LAP SPLICE
<br />STUD TO SOLE PLATE CONN,
<br />SEE GENERAL NOTES FOR
<br />ATTACHMENT
<br />Y4" GAP, TYPICAL
<br />T.O. SLAB EL.
<br />T.O. SLAB = INTERIOR
<br />»� SEE PLAN SLAB P 00
<br />w�
<br />n
<br />/i7/
<br />�10 MIL OR 9 �� REINFORCEMENT PER
<br />BARRIER, TYP. 1 APPROVED
<br />® POST -TENSIONED
<br />REINFORCEMENT PER SHOP DRAWINGS
<br />APPROVED POST -TENSIONED
<br />SHOP DRAWINGS 3"
<br />ELEVATOR PIT
<br />ELEVATION d 57<
<br />c_
<br />r Q
<br />#4 0 9"
<br />I �
<br />X
<br /><
<br />3'-4" MINIMUM
<br />riw. iwmt) R w mmiu I IiVIV IIIVuuua
<br />REINFORCEMENT SPECIFIED IN SCHEDULE
<br />AND SECTIONS— \
<br />3'-4" MINIMUM
<br />(2) #5 CONT.
<br />TYPICAL STEPPED FOOTING DETAIL
<br />N.T.S.
<br />----------- 1-------
<br />I
<br />I
<br />GROUT -FILLED CELLS -
<br />I
<br />- 1-' -
<br />- - - - 1 -1- -� - -�
<br />- -1 -
<br />3000 PSI (TYPICAL)
<br />X
<br />^
<br />En
<br />-
<br />i- �-
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<br />T -
<br />r � -
<br />--
<br />®
<br />,
<br />It6-
<br />I I
<br />I I
<br />4 1 /2" x 4 1 /2" CUT
<br />n'
<br />li
<br />II
<br />— FI--�----
<br />1 II
<br />— — L— — _--J — — — —1
<br />II
<br />— — �I —1
<br />—
<br />MASONRY INSPECTION
<br />f-
<br />I I�
<br />( I� 1
<br />I�
<br />& CLEAN -OUT HOLE
<br />!4!
<br />'
<br />II
<br />li
<br />l
<br />------
<br />DOWELS TO
<br />MATCH VERT.
<br />90° STANDARD HOOK
<br />TOP AND BOTTOM
<br />TYPICAL
<br />MASONRY FILLED
<br />CELL
<br />DETAIL
<br />N.T.S.
<br />T.O. SLAB
<br />SEE PLAN
<br />0-
<br />w
<br />0
<br />1'-0" MIN.
<br />SECTIONr5
<br />3/4" = 1'-0" S3.01
<br />-PRESSURE TREATED (PT) 2x
<br />SOLE PLATE. SEE GENERAL
<br />NOTES FOR ATTACHMENT
<br />POST -TENSIONED CONCRETE
<br />FOUNDATION/ SLAB SYSTEM,
<br />SEE PLAN NOTES
<br />/,
<br />SLOPE
<br />SQUARE
<br />l'-0"x 1'-0" MIN.
<br />SECTION
<br />3/4" = 1'-0" S3.01
<br />T.C. SLAB
<br />VARIES
<br />WOOD STUD WALL, SEE PLAN,
<br />GENERAL NOTES AND SHEAR
<br />WALL SCHEDULE
<br />STUD TO SOLE PLATE CONN,
<br />SEE GENERAL NOTES AND
<br />SHEAR WALL SCHEDULE FOR
<br />ATTACHMENT
<br />POST -TENSIONED CONCRETE
<br />FOUNDATION/ SLAB SYSTEM,
<br />SEE PLAN NOTES - \
<br />INTERIOR WALL SHEATHING,
<br />SEE GENERAL NOTES AND
<br />SHEAR WALL SCHEDULE
<br />PRESSURE TREATED (PT) 2x SOLE PLATE.
<br />SEE GENERAL NOTES AND SHEAR WALL
<br />SCHEDULE FOR ATTACHMENT
<br />GAP,
<br />TYPICAL I
<br />f I j gkT.O. SLAB
<br />SEE PLAN
<br />10 MIL VAPOR
<br />• • BARRIER, TYP.
<br />REINFORCEMENT PER
<br />3" APPROVED POST -TENSIONED
<br />CLR. SHOP DRAWINGS
<br />WIDTH
<br />1'-0" MIN.
<br />SECTION 3
<br />3/4" = 1'-0" S3.01
<br />NOTE: TYPICAL INTERIOR SINGLE WALL FOOTING
<br />STEEL STAIRS AND
<br />CONNECTION BY SPECIALTY
<br />ENGINEER.
<br />POST -TENSIONED CONCRETE
<br />FOUNDATION/ SLAB SYSTEM,
<br />\ I SEE PLAN NOTES
<br />3" ! I \- REINFORCEMENT PER
<br />CLR. 1WIDTH APPROVED
<br />POST -TENSIONED
<br />1'-0" MIN. SHOP DRAWINGS
<br />SECTION
<br />3/4" = 1'-0" S3.01
<br />NOTE: TYPICAL FOUNDATION AT STAIR
<br />Jv- SEE FOOTING SCHEDULE FOR
<br />2 REINFORCEMENT SPECIFICATION
<br />1
<br />DIMENSIONED TO EDGE
<br />/ s \ OF CONIC. SLAB, TYP.
<br />FLOOR PLAN DIMENSIONED
<br />/ ( �TO FACE OF STUD, TYP.
<br />I 1
<br />! i
<br />I �
<br />i\ f
<br />\ 1
<br />TYPICAL SLAB EDGE DETAIL
<br />SCALE: 3" = 1'-0"
<br />WOOD STUD WALL, SEE PLAN,
<br />GENERAL NOTES AND SHEAR
<br />WALL SCHEDULE
<br />STUD TO SOLE PLATE CONN,
<br />SEE GENERAL NOTES AND
<br />SHEAR WALL SCHEDULE FOR
<br />ATTACHMENT
<br />POST -TENSIONED CONCRETE
<br />FOUNDATION/ SLAB SYSTEM,
<br />SEE PLAN NOTES --\
<br />INTERIOR WALL SHEATHING,
<br />SEE GENERAL NOTES AND
<br />SHEAR WALL SCHEDULE
<br />PRESSURE TREATED (PT) 2x SOLE PLATE.
<br />SEE GENERAL NOTES AND SHEAR WALL
<br />SCHEDULE FOR ATTACHMENT
<br />/-,W GAP,
<br />TYPICAL
<br />T.O. SLAB
<br />SEE PLAN
<br />L10 MIL VAPOR
<br />e
<br />REINFORCEMENT PER
<br />3" I APPROVED POST -TENSIONED
<br />CLR. WIDTH SHOP DRAWINGS
<br />1'-0" MIN.
<br />SECTION 4
<br />3/4" = 1'-0" S3.01
<br />NOTE: TYPICAL INTERIOR DOUBLE WALL FOOTING
<br />BARRIER, TYP.
<br />N FULLY GROUTED
<br />CONT. REINF PER
<br />DESIGNATION
<br />GUTHERMAN STRUCTURAL INC.
<br />264 BUTTERCUP CIRCLE
<br />ALTAMONTE SPRINGS FL 32714
<br />P:407.701.o875 LIC.N28863
<br />it:u herman
<br />STRUCTURAL
<br />U-SHAPED PRECAST
<br />CONCRETE LINTEL
<br />L— SIGNIFICANT REVISIONS HAVE BEEN MADE TO THIS
<br />SHEET DUE TO THE CHANGE TO A WOOD FRAME
<br />(8F8-1 B) STRUCTURE AND ENCLOSING THE CORRIDORS.
<br />8" CMU PRECAST LINTEL SCHEDULE �
<br />N.T.S.
<br />NOTES:
<br />1PROVIDE A PRECAST CONCRETE LINTEL OVER ALL MASONRY
<br />OPENINGS, UNLESS NOTED OTHERWISE.
<br />2. SHORE PRECAST LINTEL PER MANUFACTURER RECOMMENDATIONS.
<br />3. VERIFY WITH ARCHITECTURAL DRAWINGS FOR SIZE & LOCATIONS OF
<br />OPENINGS.
<br />4. PROVIDE 4" MIN. BEARING 0 EACH END.
<br />5. PROVIDE A PRECAST LINTEL WITH A 2" RECESS AT DOOR LOCATIONS,
<br />IF REQUIRED. COORDINATE WITH ARCHITECTURAL DRAWINGS.
<br />6. #F#-#B/#T INDICATES DESIGNATION
<br />8F16-26/2T
<br />INDICATES NOMINAL WIDTH LINDICATES NUMBER
<br />INDICATES NOMINAL DEPTH OF #5 REBAR TOP
<br />INDICATED NUMBER
<br />OF #5 REBAR BOTTOM
<br />DOUBLE 2x4 STUD
<br />c�
<br />COLUMN *
<br />w�w
<br />MM
<br />SIMSPON CS20x24"
<br />W/(7) 10d EACH END
<br />AT STUD COLUMN TO
<br />BEAM ABOVE
<br />2x4 W/ 16d NAILS AT
<br />8" O.C. STAGGERD —
<br />DOUBLE 2x4 STUD
<br />COLUMN
<br />i
<br />SIMPSON LTT20B
<br />W/(10) 10d NAILS
<br />EXTERIOR
<br />SHEATHING, SEE
<br />GEN. NAILS
<br />O 2x4 STUD, TYP.
<br />0 Y4"O x 3Y4"
<br />TAPCONS AT 16"
<br />0 O.C. MIN. (2) PER
<br />SOLE PLATE
<br />II Oil
<br />c�
<br />z
<br />Q
<br />w
<br />m
<br />ANCHOR BOLT, SEE
<br />GEN. NOTES
<br />2x4 STUD, TYP.
<br />Y4"O x 3Y" TAPCONS AT 16" DOUBLE 2x4 STUD
<br />COLUMN
<br />O.C. MIN. (2) PER o
<br />SOLE PLATE
<br />O
<br />SIMPSON LTT208
<br />W/(10) 10d NAILS
<br />O O
<br />3-PLY
<br />BEAM 79;0
<br />nr � nu,n 7
<br />SIMSPON CS20x24" ANCHOR BOLT, SEE
<br />W/(7) 1Od EACH END GEN. NOTES
<br />AT STUD COLUMN TO TRIPLE 2x4 STUD
<br />BEAM ABOVE COLUMN
<br />* NAIL MULTI 2x4 STUD COLUMN WITH 10d NAILS AT 12" O.C., STAGGERED,
<br />EACH FACE, EACH PLY. OFFSET OPPOSITE SIDE NAILING BY 6". MAINTAIN
<br />AN END DISTANCE OF 2%" AND AN EDGE DISTANCE OF 1".
<br />TYPICAL BUILT-UP WOOD
<br />STUD COLUMN DETAIL
<br />SCALE: 1Y2" = 1'-0"
<br />ARCHITECTURE &
<br />INTERIOR DESIGN, INC.
<br />PLANNING I ARCHITECTUF;E I KMWRDESIGN
<br />745 orienta avenue, suite 1121
<br />altamonte springs, fi 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 />DJ
<br />E,
<br />No. 684.3
<br />/ I
<br />.,7r OF !'to
<br />William Thomas Domanski, P.E.
<br />FL. REG. #76843
<br />SET DISTRIBUTIONS:
<br />0 SHEET REVISIONS:
<br />{ EDITED BY: JG
<br />1
<br />PROJECT NO. 14-2984
<br />i
<br />BUILDINGS 1, 11
<br />CLUBHOUSE
<br />I
<br />I
<br />• �a
<br />TYPICAL SECTIONS },
<br />s
<br />i
<br />AND DETAILS'';
<br />S3.01
<br />i r
<br />�L
<br />
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