|
FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />12
<br />(TYP.) VARIES /
<br />INS
<br />(1) ROW 2x BLOCKING @ MID
<br />HGT. 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 SIDE IF z
<br />APPLICABLE.
<br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />(1) LAYER TYPE II (#30) (2) 95 CUNT. ON 3 6 x 6 W1.4 x W1.4 N
<br />UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH "'
<br />PITCH > 4:12 p °
<br />(2) LAYERS TYPE I OR TYPE II '
<br />d .
<br />(#15 OR #30) UNDERLAYMENT - - _ =1 m . . , t. . . 1> = - _� Q
<br />FOR ROOF PITCH 4:12 OR LESS. T o • I- �-
<br />PRE ENGINEERED WOOD 1 ° I
<br />_ -
<br />TRUSS @ 24" O.C. U.N.O.
<br />HURRICANE ANCHOR @ EACH
<br />TRUSS (SEE UPLIFT SCHED.) W/ g-
<br />METAL PL. UNDER EA. TRUSS - I I
<br />MOISTURE BARRIER TYPICAL INTERIOR BEARING
<br />SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G
<br />NAILING SCHEDULE ON SHT. SEE TYP, WALL SECTION
<br />SN1 SCALE:3/4"=1'-0" S3
<br />ELEV. VARIES FOR ADDITIONAL SLAB
<br />INFORMATION.
<br />I
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM DRIP
<br />STRENGTH CEILING
<br />EDGE
<br />BOARD PER CODE (OR 5/8"
<br />At FASCIA
<br />GYP. TYPE "X" @ GARAGE
<br />\\2'N.O.
<br />W/A HABITABLE ROOM
<br />2x SUB FASCIA
<br />ABOVE) W/DRYWALL
<br />EE SOFFIT
<br />SCREWS @ 7" O.C.
<br />SHEET
<br />CEILING & 8" O.C. WALLS
<br />8"x8"X16" KNOCK -OUT
<br />INSULATION PER
<br />BLOCK W/ 1 #5 CONT.
<br />CHART ON FLOOR
<br />FILLED SOLID W/GROUT
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />STD. 90-HOOK (SEE DETAIL)
<br />z
<br />TYPE "S" MORTAR
<br />ARCHITECTURAL
<br />FINISH
<br />1x2 PT WD FURRING @ 24" 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 />31/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN, 2500 PSI CONIC, SLAB
<br />M
<br />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />U)
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />n
<br />NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />-
<br />DECO FINISH 4" to 6"
<br />^FIBERMESH"
<br />BELOW GRADE
<br />'E
<br />p
<br />6 MIL VAPOR
<br />-
<br />BARRIER
<br />I
<br />, C 4
<br />II
<br />-I
<br />° •
<br />11=
<br />COMP. SOIL.
<br />°
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />I I
<br />fiT�IT-(�
<br />I fi
<br />ASTM D1557)
<br />3" MIN.
<br />CLR.
<br />(2) #5 REBAR CONT.
<br />ON 3" CHAIRS TYP.
<br />V-4" (1 STORY)
<br />STD. 90 HOOK (SEE
<br />U.N.O.
<br />4"
<br />V-8" (2 STORY)
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />A
<br />SCALE: 3/4" =1'-0"
<br />13
<br />OPT: DEPRESS SLAB 5Y"
<br />DEEP AND 6" BEYOND -
<br />DOOR TO RECEIVE
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />PAVERS
<br />BLOCK WALL BEYOND
<br />O.H.D. RECESS z
<br />d,•, •'r,'' 4"
<br />00
<br />II ,
<br />fill
<br />SEE A/S3 OR J/S6--`-ILII I1I-111 1 it i t
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STOW )
<br />GARAGE DOOR SLAB RECESS K�j -1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />2x #2 SPF STUDS -
<br />@16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />2x P.T. PLATE
<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 />*SIMPSON SP1
<br />w/ (10)10d NAILS -�
<br />TYP.
<br />MONO OR STEMWALL-
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />NOTE: ,
<br />*FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />ME
<br />��r
<br />,�r
<br />5/8"OR 1/2" HIGH STRENGTH '---TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW
<br />(12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O.
<br />-J SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.G. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TJAND
<br />WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"xl2" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-6".
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE AINSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) -
<br />3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD
<br />SLAB & BLOCK IMPSON SP1 w/ 10 10d NAILS (SIMILAR , T FOUNDATION SIMPSON SP1 w/ 10 10d NAILS
<br />( ) IF NOTED, THIS REFERS T( )
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ STEP, SIZE OF FOUNDATIO
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />r (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE
<br />ELEV. 0'-0°OIL OR 5/8"x10' WEDGE ANCHOR @ 24° INCLUDE THE WALL
<br />A.F.F. O.C.) 2rr x 6 W1.4 x W1.4 ATTACHMENTS -6 x 6 W1.4 x W1.4
<br />° ° a WWF OR FIBERMESH WWF OR FIBERMESH
<br />�31/2"MIN. 31/2"MIN.
<br />a ° a a ELEV. -0'-31/2" ? ` ,
<br />a .4 d o° 4 0
<br />�a A.F.F. p d ,
<br />° 2x4 CONT. a a a w o °. d • _=1 1/2"(min.)- 4" D ° • ° _ �1= 3 i/2"(min.)- 4
<br />-�
<br />th.c a ° 4 a ° a N 00 rr d - r ' 00 rr l I Irrrl 11 111 d �--- / - L��� �T[�
<br />a a a ° 31/2 (min.)-4 TI-- -Ilt-
<br />GARAGE DEPTH VARIES a _
<br />TI 1T=f� Tf7,7' 1r-� �T - -�t!T
<br />-
<br />n° a a �_ g ° .° a -� -T'r III -I 1 1 1 1 1 1 1 I- I �1'7 I I1-jt••j'-' ' _ i
<br />(2) #5 COIVT. „ T- ; ' ;r (2) #5 CONT. 4„ 4'"
<br />111-T' g„
<br />8
<br />U.N.O. MIN.
<br />U.N.O.
<br />GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP @ SHEARWALL C TYPICAL BEARING WALL @ STEP rCC
<br />SCALE: 3/4 -1-0
<br />S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" 0/C FIELD:
<br />G )\AI 1 1(
<br />PC5'
<br />If
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" O/C
<br />INSULATION PER FBC AND ENERGY
<br />81, C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />1"x P.T. STUD
<br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS
<br />APPLICATION
<br />#5 VERT. IN FILLED CELL
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />1�.1
<br />><LAYERS
<br />WI TOTAL THICKNESS 7/8" OVER
<br />"J"
<br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16"
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL
<br />5l8"x6" BOLTS BOLT
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />@ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 w/ (10)1Old NAILS @ EA. STUD
<br />(6) 1/4"x3 1/4" TAPCONS
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />2X PT PLATE
<br />20" MIN. LAP [24" MIN. LAP]
<br />#5 REINFORCING
<br />SPACED EVENLY
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR
<br />r
<br />2x P.T. PLATE
<br />ASSUMED FINISHED
<br />;
<br />PER MFR INSTRUCTIONS.
<br />#3 OR #4 REINFORCING BAR
<br />GRADE
<br />-��
<br />p ° ' .°
<br />z
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN, Fy= 40ksi
<br />Z
<br />M
<br />D
<br />p
<br />FINISH GRADE °O
<br />2
<br />25" MIN. LAP [30" MIN. LAP]
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />° o
<br />_ °O
<br />I III III -III -III -III l
<br />6 MIL VAPOR BARRIER -III
<br />R p °
<br />I1=1 I , _
<br />1- j
<br />-'
<br />'-
<br />z
<br />#5 REINFORCING BAR
<br />R 1 7/8" -�
<br />° p°
<br />_ _ _ _I1=�-��I-
<br />#5 LAP SPLICE
<br />o o°
<br />g °
<br />I - III -III -I I i-i IIIEll I
<br />i i I -III -III -III -III -III= N
<br />•-
<br />p
<br />I ' Ir
<br />4.
<br />36" MIN. LAP [36" MIN. LAP]
<br />9 % ( MODIFIED PROCTOR ASTM
<br />I 1 I' ,I 1 I D1557)
<br />I- - :III=1 I I=1=1=1 I III=III=III- 4 1-4
<br />III -III -III, ; ,1111111111 � 1111 � ,111, ; ,111 III=III=1 i'-
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />31/2" WWF OR FIBERMESH
<br />min. 4
<br />° ° �r GRADE
<br />W
<br />_- - _ _ (1) #5 REBAR w/ OPT.
<br />1=1IT Tit=II I- TTT= I1=SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=V-0" S3
<br />EXPANSION JOINT
<br />N
<br />M
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO.
<br />BLOCK WALL BEYOND
<br />O.H.D. RECESS
<br />3" MIN. CLEARANCE
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />P.T. 2x 1/2" GYP. BD.
<br />„ HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />CONT. BEAD SEALANT
<br />- ° ¢ INTERIOR
<br />° p ° -3 1/2"
<br />r.
<br />CONCRETE NAILS W 1 1/2'
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#) CONCRETE SLAB
<br />00
<br />r ALL-1
<br />N '
<br />M 6 MIL VAPOR T �` = j�I
<br />BARRIER �I I- I I- T I+� i I- 1
<br />III , ,III l�
<br />4" 4'1
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=V-0"
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 w/
<br />(10)10d NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />BOLTS 6" MAX FROM
<br />w END OF 2" x PLATE
<br />� D
<br />w
<br />Cf)=1 ' 6 p .
<br />aLU
<br />g ' I=1 11=1� I - � •
<br />-i 11-ITT
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />FOR WALL HGT, <_ 8'-6". (2) ROWS
<br />2x BLOCKING @ 3rd PTS FOR
<br />WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8"DIA. EXPANSION BOLT @24 " O.C.
<br />W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />E
<br />6x6W1.4xW1.4
<br />WWF OR FIBERMESH
<br />I►I�(����r o
<br />III r
<br />(2) #5 CONT.
<br />ON 3" CHAIRS
<br />8"
<br />10"
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HGOK
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />REBAR DETAILS
<br />F
<br />WALL W/ UPLIFT
<br />rG
<br />SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4"=1'-0"
<br />S3
<br />VARIES
<br />SEE PLAN
<br />1 1/2" RECESS FOR
<br />6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O.)
<br />WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />°
<br />AT 24" O.C. MAX. CONNECTION INFO
<br />SEE PLAN FOR A
<br />&LAYOUT DESIGN
<br />a
<br />--� --
<br />TOP OF BEAM TV
<br />°
<br />'
<br />III'-r�l I li
<br />HTS20
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />r
<br />c - - - a e Q
<br />El,=RT
<br />a r
<br />�' E
<br />(2)
<br />-�
<br />�I-
<br />BEAM SIZE &
<br />T a
<br />CONNECTION INFO
<br />I a
<br />M �'
<br />1
<br />I
<br />.. 1� 117
<br />-
<br />IF
<br />2x4 #2 SYP P.T. FRAMING w/
<br />=7
<br />I;
<br />MIN 7116" O.S.B. SHEATHING
<br />T11
<br />SEE A/S3/J/S6 � r 8"
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />w
<br />SCHEDULE
<br />>
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />j
<br />w
<br />6x6 P.T. #2 SYP
<br />SLAB INFORMATION
<br />J
<br />o W ABU66 SLAB STEP & RECESS S.G.D. rM
<br />cn
<br />SCALE:3/4"=1'-0" 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 />SEE DETAIL 16/D1 FOR
<br />COLUMN TO PORCH SILL
<br />ATTACHMENTS & 18/D1
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />SECURE 2x4 P.T. BTM. PLATE
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />C
<br />TRIM PER PLAN
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS .S -
<br />TO FOUNDATION PAD , , a
<br />INSULATION PER CHART
<br />ON FLOOR PLAN
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. `Z1 '
<br />c1)
<br />CONT. BEAD SEALANT
<br />E
<br />=_ 6 x 6 W1.4 x W1.4
<br />r
<br />WWF OR FIBERMESH
<br />q
<br />r,
<br />w/ MIN. (2) #5 VERTICALS
<br />FILLED SOLID (SEE PLAN FOR
<br />SIZE AND REINFORCEMENT)
<br />BRICK PAVERS or SLAB PER
<br />/ COMMUNITY SPECS
<br />00
<br />C7 LU
<br />?
<br />i- a w
<br />o o =
<br />" U)
<br />GRADE a
<br />111=111 ° ° °•
<br />I -I LI-I -III-III-III-Ili w
<br />I I-111 I I=1 I I=111= z
<br />1111=1 ! • ° a _ - - - z_ gq
<br />- - - - "' ¢
<br />�
<br />°
<br />a
<br />_ - -
<br />0-0 FIN. FLR./-&
<br />IV
<br />TAPEREDR.rCD 1'2�
<br />I=1-111-111-111-111 -111-I 1 l FOOTING
<br />-III III-III-III-i I I -III III-III=1 I I_ �
<br />11-111=111=111=1I ,I I -I I1-111` BEYOND
<br />PAD REINFORCEMENT -III-III-I I
<br />3"MIN . CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE: N.T.S. S3
<br />,; @tti881�dtll =
<br />r
<br />4 'a ?,go W s
<br />a .• E
<br />1S
<br />NV
<br />¢.
<br />,yQpESStOvkA
<br />\\
<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2017 Florida Building Code -
<br />Residential 6th Edition. Engineer's signature and seal is only for
<br />the stnrctural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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