|
FOR UNDERLAY
<br />MENT
<br />REQUIREMENTS SEE R905.
<br />12
<br />VAR
<br />(TYP)
<br />IES
<br />INSU
<br />5/8" OR 1/2" HIGH
<br />STRENGTH CEILING
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X"@ GARAGE
<br />W/A HABITABLE ROOM
<br />ABOVE) WIDRYWALL
<br />SCREWS @ 7" O.C.
<br />CEILING & 8" O.C. WALLS
<br />INSULATION PER
<br />CHART ON FLOOR
<br />PLAN
<br />1X2 P.T. HORIZONTAL-/
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />(1) LAYER TYPE 11 (#30)
<br />UNDERLAYMENT FOR ROOF
<br />PITCH >4:12
<br />(2) LAYERS TYPE I OR TYPE 11
<br />(#15 OR #30) UNDERLAYMENT
<br />FOR ROOF PITCH 4:12 OR LESS.
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O.
<br />HURRICANE ANCHOR @ EACH
<br />METAL PL. UNDER EA. TRUSS
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />MOISTURE BARRIER
<br />SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF
<br />NAILING SCHEDULE ON SHT,
<br />SN1 ELEV. VARIES�
<br />ALUMINUM DRIP
<br />EDGE
<br />LUMINUM FASCIA
<br />2x SUB FASCIA
<br />EE SOFFIT
<br />SHEET
<br />8"X8"X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />FILLED SOLID W/GROUT
<br />8" C.M.U. TYPICAL
<br />TYPE 'IS" MORTAR
<br />ARCHITECTURAL
<br />p
<br />-------FINISH
<br />N
<br />S
<br />AL
<br />EE
<br />AL
<br />A 2x
<br />E
<br />1X2 PT WD FURRING @ 24" O.C.-/
<br />O.C.-/
<br />1/2" GYPSUM WALLBOARD
<br />(1) #5 VERT. IN FILL
<br />U.N.O.
<br />CELLS(SEE
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />1X4 P.T. BASE NAILER
<br />4"X4" INSPECTION
<br />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC. SLAB
<br />'IB\
<br />co
<br />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />11r
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />C ONCRETE SLAB W1 6XI6
<br />LU
<br />a-/-NOTE:EXTEND
<br />W1AXW1.4 WWF OR
<br />"FIBERMESH"
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />6 MIL VAPOR
<br />0?
<br />BARRIER
<br />�4
<br />1>
<br />COMP. SOIL.
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />ASTM D 1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT
<br />ON 3" CHAIRS TYP. 4" 1-4". STD. 90 HOOK (SEE
<br />I I -
<br />U.N.O. DETAIL)
<br />TYPICAL WALL SECTION rT�
<br />SCALE: 3/4" V-0"
<br />OPT: DEPRESS SLAB 5 Y2" DEEP
<br />AND 6" BEYOND DOOR TO
<br />RECEIVE PAVERS / DRIVEWAY
<br />CONCRETE SLAB:�\
<br />PAVERS
<br />2x #2 SPF STUDS
<br />@ 16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />2x P.T. PLATE--\
<br />(2) #5 CONT. ON 3"
<br />CHAIRS (TYP.)
<br />1:1 . . . I
<br />1 M . . . I
<br />r\pm
<br />"r,7,
<br />(1) ROW 2x BLOCKING @ MID
<br />HGT. FOR WALL HGT. !� 8'.6". (2)
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF ;2�
<br />APPLICABLE.
<br />;;d-
<br />1
<br />1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />. 16. - .. '. . t . >.
<br />. 011
<br />A I FMI-VII ffliftti
<br />811 -'1 r7l
<br />TYPICAL INTERIOR BEARING
<br />WALL W/OUT UPLIFT
<br />GG
<br />rG G
<br />SEE TYP. WALL SECTION
<br />FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />LOAD BEARING OR
<br />EXTERIOR WALL
<br />SEE CC/S3 OR
<br />G/S3 FOR ANCHOR
<br />BOLT INFO,
<br />(IF NO UP LIFT ON
<br />WALL SEE GG/S3)
<br />*USP SPT22 TYP.
<br />MONO OR STEMWALL-
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />NOTE:
<br />*FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />SCALE: 3/4"=V-121"
<br />S3
<br />S. P. F. STU DS @ 16" 0. C.
<br />8"x8"xl 6" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />GARAGE SLAB AT STEP
<br />SCALE: 314"=V-0"
<br />v
<br />2x STUD
<br />8" C M U
<br />1 "x P'T' S'
<br />TUD
<br />#5 VERT. IN FILLED CELL
<br />5/811)611 "J" BOLTS BOLT
<br />@ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />(6) 1/4"x3 1/4" TAPCONS
<br />SPACED EVENLY
<br />2x P.T. PLATE
<br />ASSUMED FINISHED
<br />GRADE
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />6 x 6 W1.4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"--,,
<br />---------
<br />A
<br />.
<br />GRADE
<br />00
<br />1) #5 REBAR W/ OPT.
<br />U�w
<br />�NCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 3/4"=V-0"
<br />S3
<br />BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />4"
<br />0 H D RECESS 1- z
<br />13"
<br />O.H.D. RECESS �tll
<br />=kN M
<br />co
<br />I
<br />IF
<br />C
<br />A.
<br />.1;1
<br />4
<br />4
<br />M
<br />-1
<br />A. OP
<br />r
<br />S E E A/S 3 0 R J/S 6 -1 i :1T =IrT --iiLl-, -Ir-i 61 -Ir.-
<br />FOR REINF. INFO. L 3" MIN. CLEARANCE
<br />1'4" (1 STORY) / V-8" (1 STORY W/ DEPRESSED SLAB OPT.)
<br />V-8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS
<br />ri - _J�
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3
<br />ADDITIONAL INFORMATION.
<br />SEEA/S30RJ/S6---'- _14--ii
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'4' (1 STORY)
<br />V-8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �.S3
<br />ADDITIONAL INFORMATION.
<br />5/8"OR 1/2" HIGH STRENGTH
<br />(U.N.O.) (OR %" GYP. TYPE "X" @
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE)
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />USP SPT24
<br />CONNECTOR
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />SHEATHING REQ'D. FOR ALL
<br />EXTERIOR OR SHEAR WALLS AS
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W/ 8d COMMON NAILS @
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />3/8" MORTAR BETWEEN
<br />EDGES, AND @ 12" O.C, @ FIELD
<br />SLAB & BLOCK
<br />5/8"' x 10" "J" BOLT @ 24" 0 C W/
<br />2"x3/16" PLATE WASHER
<br />ELEV. 0'-0",,j,,
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />O.C. OR 5/8"x10'WEDGE ANCHOR
<br />A. F. F.
<br />@ 24" O.C.) 211-
<br />z
<br />r 3 1/2" MIN.
<br />ELEV. 4-3 1 /2"
<br />0
<br />A. F
<br />U_
<br />CD
<br />04
<br />00
<br />31/2"( III= F�I I F
<br />-..I I I
<br />(2) #5 CONT.
<br />F�I I
<br />V,
<br />L4" 1'4'
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL "STEP @ SHEARWALL
<br />P)
<br />"SHEAR WALL" SCALE: 3/4"=V-0"
<br />m
<br />TRUSS BOTTOM CHORD OR 2x4 BLOCKING
<br />5/8"OR 1/2" HIGH STRENGTH
<br />W/ 2-16d TOE NAILS @ EACH END
<br />(U.N.O.) (OR %" GYP. TYPE "X" @
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />GARAGE W/A HABITABLE ROOM
<br />CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
<br />ABOVE)
<br />TRUSS ALIGNED WITH STUD BELOW
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />USP SPT24
<br />CONNECTOR
<br />�1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > 8'-6".
<br />INSULATION PER CHART ON FLOOR PLAN
<br />USP SPT22 CONNECTOR
<br />5/8- x 10" "J" BOLT @ 24" O.C. W/-
<br />2-4/16" PLATE WASHER (TYP.)
<br />2x P.T. BOTTOM PLATE
<br />(ALT: 1/2"xl 2" TITEN H D @ 24"
<br />O.C. OR 5/8"xl O'WEDGE ANCHOR
<br />6 x 6 W1.4 x W1.4
<br />@ 24" O.C.)
<br />WWF OR FIBERMESH
<br />G �-O
<br />1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />X�6ps
<br />(2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C
<br />THIRD POINTS ULATION PER CHART ON FLOOR PLAN
<br />W STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />5/8" x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FJOOK DETAIL
<br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK
<br />SP SPT22 @ EA. STUD
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />3 1/2" MIN.
<br />7 -7 . _�j
<br />1/2"(min.)
<br />00
<br />3 1/2"(min..). -
<br />EILI PI ILI r� V,
<br />III III I I _::I I
<br />7=1 :: - -
<br />I M I r7 111-11 IlIzzill
<br />.. r,
<br />I 1= P=
<br />(2) #5 CONT.
<br />4" 14
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP
<br />TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/
<br />2-16d TOE NAILS @ EACH END
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. PROVIDE (1) USP HTW20
<br />WHEN TRUSS ALIGNED WITH STUD BELOW
<br />�2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />U.N.O.
<br />-(1) ROW 2x BLOCKING @ MID HGT. FOR
<br />WALL HGT, < 8'-6". (2) ROWS 2x BLOCKING
<br />@ 3rd PTS FOR WALL HGT. > V-13".
<br />---4NSULATION PER CHART ON FLOOR PLAN
<br />--USP SPT22 CONNECTOR
<br />x P.T. BOTTOM PLATE
<br />6 x 6 W1.4 x W1.4
<br />/WWF OR FIBERMESH
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />2 X P.T. PLATE
<br />20" MIN. LAP [24" MIN. LAP] #5 REINFORCING
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />I BAR
<br />, "I - ^ 1, 11 1 11 - I S
<br />PER MANUF.
<br />;2�
<br />'�'�#3 OR #4 REINFORCING BAR
<br />GRADE 40 MIN. Fy= 40ksi
<br />#3 & #4 LAP SPLICE I
<br />E
<br />Q
<br />-
<br />FINIS H GRADE
<br />[GRADE 60 MIN. Fy= 60ksi] 1
<br />25" MIN. LAP [30" MIN. LAP]
<br />6 MIL VAPOR BARRIEa
<br />0?
<br />T=Mff_P7=MI M,
<br />=1 I 1�_=T I I�t =
<br />ELI TIRIMMIN,-:10.01
<br />;777 X. 75��
<br />R 17/8'
<br />#5 REINFORCING BAR
<br />r; C14 2�
<br />J!t.r; I AP.(;Pl IrF:
<br />COMP. SOIL. (COMPACTED TO
<br />95% MODIFIED PROCTOR ASTM
<br />D1557)
<br />4" 1-4"
<br />TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />P.T. 2x 1/2" GYP. BD.
<br />HOLD GYP. BD.
<br />2"
<br />1/2" FROM SLAB
<br />CONT. BEAD SEALANT
<br /><
<br />INTERIOR
<br />3 1/2"
<br />4 4.
<br />4
<br />CONCRETE NAILS W 11/2'
<br />EMBEDMENT@ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />2
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#) CONCRETE SLAB,,,,,
<br /><4
<br />o?
<br />"E� z
<br />ce) 6 MIL VAPOR
<br />BARRIER
<br />4" 41'
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=1A"
<br />E
<br />S3
<br />_2X STUDS @ 24" O.C. U.N.O.
<br />GARAGE
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />-INSULATION PER CHART
<br />ON FLOOR PLAN
<br />CONT. BEAD SEALANT
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />Cl)
<br />K
<br />S3
<br />SCALE: 3/4"=V-0"
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />USP SPT22 CONNECTOR
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />BOLTS 6" MAX FROM
<br />END OF 2" x PLATE
<br />Uj
<br />W
<br />0
<br />_j
<br />0-
<br />- - M
<br />M 11 . ...
<br />j>
<br />LLI
<br />Cn
<br />R
<br />FROMJ'
<br />LATE
<br />101.
<br />IV xxy x/ x/ xxxz
<br />x ...... .. x/ 'xx' 'x.
<br />----#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />REBAR DETAILS F�
<br />SCALE: N.T.S.
<br />�,13�
<br />EE PLA
<br />FRAME -DOWN FALSE BEAM W/ (3) N
<br />SEE ROOF PLAN
<br />10d NAILS TO TRUSS TOP CHORD
<br />x FOR TRUSS
<br />AT 24" O.C. MAX. x x x
<br />CONNECTION INFO
<br />SEE PLAN FOR
<br />TOP OF BEAM MV & LAYOUT DESIGN
<br />SEE ROOF PLAN
<br />oc
<br />FOR STRUCTURAL
<br />BEAM SIZE &
<br />/-2x4 P.T. CONNECTION INFO
<br />PLATE
<br />0 B.
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING
<br />z
<br />COLUMN LOCATION ATTACHED PER NAILING
<br />I U) 0
<br />LIJ SCHEDULE
<br />Uj
<br />W
<br />Cn
<br />U-0" FIN. FLR.CA
<br />0
<br />------- --
<br />SEE FLOOR PLAN FOR
<br />STRUCTURAL COLUMN SIZE
<br />& BASE CONNECTION INFO.
<br />SECURE 2X4 P.T. BTM. PLATE
<br />W1 1/4"X3"TAPCONS AT 8"
<br />O.C.
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />W/ MIN. (2) #5 VERTICALS
<br />FILLED SOLID
<br />BRICK PAVERS or SLAB PER
<br />COMMUNITY SPECS
<br />(2) #5 CONT.-
<br />ON 3" CHAIRS
<br />8" V-4"
<br />(TYP.)
<br />J_ r
<br />1/2"(min.)- 4" 9
<br />CC
<br />S3
<br />(1) ROW 2x BLOCKING @ MID HGT,
<br />FOR WALL HGT, :5 8'-6". (2)
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8- EXPANSION BOLT @24 " O.C.
<br />W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />6 x 6 W1.4 x W1.4 = E
<br />C'4
<br />WWF OR FIBERMESH
<br />C?
<br />j
<br />. P1. Ip 1 1-1 IMI I
<br />. :�=L =_
<br />. . , I M 1 9
<br />.is
<br />1.1
<br />TYPICAL INTERIOR BEARING
<br />WALL W/ UPLIFT
<br />rG
<br />SCALE: 3/4"=V-0"
<br />� �3
<br />VARIES
<br />4 11 - - - - f1 0 1AI-I A IA14 A
<br />I I A-1-1 . IM W.
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SLAB STEP & RECESS @ S.G.D. rM
<br />SCALE: 3/4"=V-0" S 3
<br />q MASONRYWALLAND >11
<br />PAD FOOTING
<br />r
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS c�
<br />TO FOUNDATION PAD
<br />MAT REINFORCING.
<br />CONT. FOOTING STEEL-\,-L- _J�
<br />00 GRADE
<br />40
<br />4,
<br />0 F1
<br />A:� L LU
<br />1-- LU LEI I 1 0
<br />n- LU
<br />1-- LU 4 711 1=1 III
<br />0 LU CO 00 -11 z
<br />0 im on 0 < - LI I LS, III
<br />0 1=1 I - 14 fl!L-a -�=-1 = [� i�
<br />U_ 4 1 1 M
<br />co
<br />FOOTING
<br />I BEYOND
<br />PAD REINFORCEMENT-Y
<br />(SEE SCHEDULE) - 3" MIN. CLEARANCE
<br />FOOTING WIDTH
<br />SEE SCHEDULE
<br />COLUMN FTG. DETAIL
<br />I
<br />PATIO rN
<br />SCALE: N.T.S.
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<br />To the best of the Engineer's knowledge, infor mation, and
<br />belief, the structural plans and specifications contained
<br />within these drawings comply with the Florida Building
<br />Code Sth Edition (2014) Residential. Engineer's signature
<br />and seal is only for the structural engineering portions of
<br />the drawing pages bearing Engineer's signature and sea].
<br />C)
<br />C)
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<br />1-� :!:e C:)
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<br />V) 1170 Ln
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<br />SCALE AS NOTED
<br />DATE 2/24/2014
<br />TECH: MJAMES
<br />VERSION NO
<br />10
<br />SHEEr NO.
<br />S3
<br />(MONO)
<br />
|