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<br />7
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING 012'' O.C. w/ (2)12d TOE NAILS
<br />5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />5 „ „
<br />.) (OR / GYP. TYPE X' @ EACH END (WHEN PARALLEL)
<br />GARAGE
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS.
<br />CONNECTIONS.
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />TOP PLATE
<br />S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES
<br />SIMPSON SP2 w/
<br />TOP PLATE
<br />2x BLOCKING HORIZONTALLY@
<br />(12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16"
<br />O.C. U.N.O.
<br />SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />(12)10d NAILS U.N.O.
<br />FOR UNDERLAYMENT
<br />@16" O.C. W/ (2) 10--0" (R302.11)
<br />16d TOENAILS T & B
<br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1V-0" (R302.11)
<br />5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1V-0" (R302.11)
<br />REQUIREMENTS SEE R905.1.1
<br />PRE ENGINEERED WOOD
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE.
<br />3/8" MORTAR BETWEEN
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W/ 8d COMMON NAILS @
<br />4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN
<br />ALT: 1/2"x12" TITEN HD
<br />( @ 24"
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />" INSULATION PER CHART ON FLOOR PLAN
<br />@ 24O.C. )
<br />TRUSS 24" O.C. U.N.O.
<br />�°
<br />„
<br />2x P.T. PLATE 1/4' DIA. X 31l4 TAPCONS @ 24' 0/C & .�
<br />SLAB & BLOCK
<br />EDGES AND @ 12" O.C. @FIELD
<br />"SIMILAR AT FOUNDATION ONLY"
<br />ROOF FLASHING AND ROOF FLASHING
<br />HURRICANE ANCHOR EACH
<br />@
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />=
<br />IMPSON SP1 w/ (10) 10d NAILS
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS
<br />COMPONENTS TO BE IN ACCORDANCE
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r
<br />r
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />STEP, SIZE OF FOUNDATION AND
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.) WWF OR FIBERMESH
<br />`"'
<br />ELEV. 0'-0"
<br />OIL
<br />(ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE
<br />REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />7TH EDITION (2020) RESIDENTIAL
<br />MOISTURE BARRIER
<br />y
<br />` n
<br />A.F.F.
<br />O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x
<br />211
<br />INCLUDE THE WALL 6 x 6 W1.4 x
<br />D °
<br />SHINGLE ROOF, SHINGLES TO
<br />BE IN ACCORDANCE w/ ASTM
<br />°
<br />�I 1-1 I I=L= m ' I I=1 J_I=1 1=11
<br />°
<br />° a °
<br />°
<br />Z
<br />@ 24" O.C.)
<br />FOR FIBERMESH
<br />31/2" MIN.
<br />ATTACHMENTS 21
<br />WWF OR FIBERMESH
<br />31/2" MIN.
<br />D7158-CLASS G or H, or ASTM
<br />D3161-CLASS F, IN
<br />p
<br />-1 I I_l l 11=1 I f I I I II —III— 11=
<br />i 1 - D • 1'
<br />I 11111—I I H I �I 11=11 I I
<br />''-1 I1 1111 L ' _ = -_ I
<br />°
<br />°
<br />° ° c ° 1 v
<br />° 2x4 CONT. c
<br />ELEV.-0'-31/2"
<br />° A.F.F. p
<br />U-
<br />°
<br />D . ° -�'--
<br />12
<br />ACCORDANCE TABLE
<br />_
<br />'�I -
<br />III -
<br />I I_I I =� I I —I. I— I I—III—III=III—I I'
<br />° ° , a
<br />°
<br />o
<br />__
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<br />r
<br />=1 I 31/2 "
<br />P.)
<br />w/
<br />R905.2.6.1, FLORIDA BUILDING
<br />_- _ _
<br />—I
<br />I -III L=111=I I � I I 1=III I I II . I'
<br />°
<br />°
<br />I I` ° c ° `
<br />`�
<br />111=11 (min.)-
<br />°°_ _ D ° •. - --I -T
<br />C31'(2"(rrl
<br />9% — (min. - 4
<br />O0 -T -" '—II —III_ r )
<br />� VARIES
<br />ZT!
<br />CODE 7TH EDITION (2020)
<br />„ _I I � �-�TI"'ITi I II j 1 IT 11-
<br />8 �� �
<br />4
<br />GARAGE DEPTH VARIES
<br />_
<br />4 I I - I 11=I I-
<br />—i 11= I -III•
<br />—_
<br />31/2 (min.) - 4 -III IZ1 ' -�
<br />RESIDENTIAL
<br />f11=� I I—TI�_�I I �1=111 I'
<br />I -II
<br />'' TT=Tf 11Tf
<br />-' 11= Tff iTf—I 11
<br />INSULATION LE
<br />ROOF SHEATHING - SEE
<br />SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR BEARING
<br />�I I Imo► I I� II I�
<br />(2) #5 CONT. 4" 1 L 8"
<br />--I rl��
<br />(2) #5 CONT. 4� rrr
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS
<br />WALL w/ OUT UPLIFT rGG
<br />GARAGE SLAB AT STEP rB**�
<br />TYPICAL BEARING WALL STEP MIN.
<br />NSHEARWALL(�'C�
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEPrCC
<br />ELEV, VARIES
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<br />SCALE:
<br />3/4"=1'-0" S3
<br />" " „ _ „
<br />SHEAR WALL SCALE: 3/4 -1 0 S3
<br />„_ - „
<br />SCALE: 3!4 -1 0 S3
<br />-
<br />5/8" OR 1/2" HIGH--------'-
<br />IGH
<br />ALUMINUM DRIP
<br />�\N0oce
<br />STRENGTH CEILING
<br />EDGE
<br />BOARD PER CODE (OR 5/8"
<br />ALUMINUM FASCIA
<br />caN
<br />GYP. TYPE "X" @ GARAGE
<br />os�
<br />W/A HABITABLE ROOM
<br />12"
<br />N.O. 2x SUB FASCIA
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />ABOVE) W/DRYWALL
<br />EE STRUCTURAL
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />SCREWS @ 7" O.C.
<br />SOFFIT SHEET SS
<br />2x S.P.F, STUDS @ 16" O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING @SEAMS.
<br />2x STUDS @ 16" 0/C
<br />�Nco s
<br />CEILING & 8" O.C. WALLS
<br />8"x8"X16" KNOCK -OUT
<br />2x STUD
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />10
<br />�/ coy
<br />2x BLOCKING HORIZONTALLY@
<br />INSULATION PER
<br />BLOCK W/ 1#5 CONT.
<br />EXTERIOR WALL 11 8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />INTERVALS NOT EXCEEDING
<br />NOTE:
<br />CHART ON FLOOR
<br />FILLED SOLID WlGROUT
<br />1"x P.T. STUD
<br />2x BLOCKING HORIZONTALLY@
<br />APPLICATION
<br />10--0" R302.11
<br />SEE SECTION C/S3 FOR ( )
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />�. #5 VERT. IN FILLED CELL
<br />SEE CC/S3 OR c.i
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.11)
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />ADDITIONAL INFORMATION
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />G/S3 FOR ANCHOR
<br />"J"
<br />5/8"° x 10" "J" BOLT @ 24" 0!C W! 2"°X 3/16"'
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH,
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />STD. 90-HOOK (SEE DETAIL)
<br />TYPE "S" MORTAR
<br />BOLT INFO. 5!8"x6" BOLTS BOLT
<br />(IF NO UP LIFT ON 24" O.C. VERT. OR
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />10d NAILS
<br />5/8"DIA. EXPANSION BOLT @24 "
<br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />(6)1/4"x3 1/4" TAPCONS
<br />*SIMPSON SP1 SPACED EVENLY
<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 />3500#, MIN. TENSION 2600#
<br />SPACE ANCHOR )
<br />ARCHITECTURAL
<br />w/ (10)10d NAILS �, 2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />Q
<br />BAR o
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N
<br />END OF 2" x PLATE WWF OR FIBERMESH r, E
<br />1x2 PT WD FURRING @ 24" O.C.
<br />FINISH
<br />TYp.
<br />ASSUMED FINISHED
<br />GRADE
<br />��„ D . D
<br />PER MFR INSTRUCTIONS
<br />z
<br />#3 OR #4 REINFORCING BAR
<br />GRADE
<br />#3 & #4 LAP SPLICE
<br />0
<br />40 MIN. Fy= 40ksi =1
<br />a
<br />D
<br />°
<br />1/2" GYPSUM WALLBOARD
<br />(1) #5 VERT. IN FILL
<br />MONO OR STEMWALL ?
<br />r °
<br />co — — — D
<br />FINISH GRADE °O
<br />D
<br />[GRADE
<br />25" MIN. LAP [30' MIN. LAP]
<br />60 MIN. Fy= 60ksi] a
<br />.
<br />�I I I— I I —I m • '1I—
<br />U.N.O.
<br />,
<br />CELLS (SEE
<br />FOUNDATION PLAN
<br />FOOTING MONO SHOWN -
<br />FOR CLARITY D c �' _ _ _ __ O°
<br />6 MIL VAPOR BARRIER i II I I o
<br />-
<br />° _ I I Ia m °°
<br />T
<br />TI-1 I � II
<br />R 1 7/8 w
<br />T=-F=� 11-�I D • • 1 -1� I-T=1
<br />1x4 P.T. BASE NAILER
<br />FOR LOCATIONS)
<br />I= =1 �1 1 -,1 ! i-
<br />_
<br />i--I
<br />' III
<br />11=11=ITI- T Z
<br />#5 REINFORCING BAR
<br />#5 LAP SPLICE
<br />" „
<br />4 x4 INSPECTION
<br />1 = 1 1 _-
<br />n -! :: �, _! I
<br />NOTE: J� D
<br />I I .
<br />°
<br />I-1 T —I
<br />1-
<br />(2) #5 CONT.-
<br />1,
<br />31/4 BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />I--' --I
<br />-I 1 - _-,--_I
<br />-1 I -I.-- -=1 1= i�
<br />OK BEARING WALL 1— 1 i I —1
<br />!
<br />COMP. SOIL. (COMPACTED TO - D
<br />_
<br />'1=
<br />_
<br />_ _
<br />I'
<br />36" MIN. LAP [36" MIN. LAP]
<br />ON 3" CHAIRS „
<br />(TYP.) g 1 g
<br />W/ UPLIFT ONLY _ I' 1
<br />95% MODIFIED PROCTOR ASTM i= I
<br />11 I I
<br />T�=r-
<br />10"
<br />MIN. 2500 PSI CONC. SLAB
<br />MIN PSI MAY VARY PER
<br />co AT GARAGE CONTRACTOR
<br />c�
<br />I i=' 1=
<br />III I=11 ! I -III (i _I -III '-
<br />D1557) - r r Ti I-T-r I 111- '
<br />4„ 1,�„
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TOSLOPE
<br />_ _ L- - l -i
<br />i .� � I
<br />— I, I- I- l I _I I_ I1. ,1,I, I-1 __
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CONCRETE SLABW/6X6
<br />W1.4XW1.4 WWF OR
<br />a NOTE:EXTEND
<br />-
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD
<br />TYPICAL EXTERIOR FRAME WALL FOOTING rE
<br />REBAR DETAILS
<br />rF
<br />WALL w/ UPLIFT G
<br />FIBERMESH'
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />„_ ,
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 =- 0 S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />_ ,_
<br />SCALE: 3/4 -1 0 S3
<br />SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4"=1'-0"
<br />S3
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />°00 D I
<br />6 x 6 W1.4 x W1.4
<br />SEE PLAN
<br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
<br />D
<br />6 MIL VAPOR D I-
<br />�
<br />_ = z *1
<br />3 1/2" WWF OR FIBERMESH
<br />4"
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />10d NAILS TO TRUSS TOP CHORD
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />-1I ' -
<br />min.)
<br />FOR TRUSS
<br />N a .
<br />BARRIER 4
<br />III D © 11=1 `N
<br />° a " GRADE
<br />°
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR
<br />x %
<br />CONNECTION INFO
<br />COMP. SOIL.
<br />(COMPACTED TO 95% 1 =�_ _
<br />- - - - •
<br />-III
<br />- -__ ° - - -
<br />-( I )1—T�—I i r—I I —I
<br />TOP OF BEAM
<br />& LAYOUT DESIGN
<br />°
<br />d a a L L
<br />il I III—T[T-1 I III
<br />MODIFIED PROCTOR
<br />_= _ - 1 #5 REBAR w/OPT.
<br />_ — —
<br />I ENCLOSURE
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />_-
<br />- - T^
<br />,_ - - a : a
<br />o� _ — _ ° 1 co
<br />�,-1
<br />ASTM D1557
<br />,�;� ;11=1 I I- 11=SICREFNN
<br />-I I J I I I- I I=I I �-
<br />(2) HTS20
<br />BEAM SIZE &
<br />r _� d r��l E
<br />=
<br />N '
<br />3 MIN. CLR.
<br />(2) #5 REBAR CONT.
<br />' I 1 8"-� I I-
<br />4'
<br />CONNECTION INFO
<br />a
<br />m = I , ' °
<br />1'-4" (1 STORY)
<br />ON 3" CHAIRS TYP.
<br />4 1'-8" (2 STORY)
<br />STD. 90 HOOK (SEE
<br />MIN.
<br />$
<br />i I
<br />—
<br />U.N.O.
<br />DETAIL)
<br />2x4 P.T.
<br />PLATE
<br />I
<br />2x4 #2 SYP P.T. FRAMING w/
<br />t
<br />SEE A/S3/J/S6+- T
<br />' -
<br />TYPICAL WALL SECTION
<br />q
<br />TYPICAL THICKENED SLAB EDGE L
<br />7/16"
<br />a °ss.
<br />Z
<br />MIN 7/16" O.S.B. SHEATHING
<br />ATTACHED PER NAILING
<br />4�t-Tr- g��
<br />FOR REINF. INFO.
<br />SCALE: 3/4" = 1'-0"
<br />S3
<br />SCALE: 3/4"=V-0" S3
<br />�pEs " L
<br />¢
<br />SCHEDULE
<br />SEE TYP. WALLSECTIONFOR ADDITIONAL
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />COLUMN LOCATION Q
<br />>
<br />>
<br />LU
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />2„ HOLD GYP. BD.
<br />w
<br />COLUMN SIZE AND BASE
<br />rM
<br />1i2" FROM SLAB
<br />a
<br />CONNECTION INFO,
<br />SLAB STEP &RECESS S.G.D.
<br />- CONT. BEAD SEALANT
<br />-0 -'
<br />SCALE: 3/4 -1-0
<br />"= " S3
<br />OPT: DEPRESS SLAB 5
<br />DEEP AND 6" BEYOND
<br />�0 ¢
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />`...' ° . ' ',A ' INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />SEE DETAIL 16/D1 FOR
<br />SECURE 2x4 P.T. BTM. PLATE
<br />PAVERS /DRIVEWAY
<br />EXPANSION JOINT _
<br />aP. -3 1/2"
<br />COLUMN TO PORCH SILL
<br />AT 8" O.C. TAPCONS
<br />AND
<br />CONCRETE SLAB 14"
<br />O.H.D. RECESS
<br />z
<br />13"
<br />O.H.D. RECESS N
<br />°"
<br />r•
<br />GARAGE
<br />ATTACHMENTS & 18/D1
<br />PAD�OOTINGLL
<br />PAVERS
<br />CONCRETE NAILS W 1 1/2'
<br />1/2' GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />+�
<br />co
<br />C V y •�
<br />, ° '
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />INSULATION PER CHART
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />TO FOUNDATION PAD -
<br />MAT REINFORCING. `�'
<br />' r
<br />r '
<br />'
<br />O
<br />CONT. FOOTING STEEL
<br />r
<br />:- •a. ' ' �
<br />; I F I .; .: ` :. ;. ' I —I I f- '
<br />'
<br />�'' Q.
<br />: ' I I �r :. `' ',: ' .:. III-1 I "
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />ON FLOOR PLAN
<br />CONT. BEAD SEALANT --
<br />w
<br />�
<br />>
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2) #5 VERTICALS
<br />M
<br />z GRADE11
<br />-I - ° 4"
<br />.. ' .. - : • -
<br />uo
<br />TENSION 120# CONCRETE SLAB
<br />E
<br />Q
<br />>
<br />0
<br />=1 '= I. n
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<br />_Lf1 111 . ... I f`
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<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SCALE: 3/4"=1'-0" ��3�
<br />SCALE:3^"_''-°"
<br />SCALE: N.T.S. ���3
<br />ADDITIONAL INFORMATION.
<br />ADDITIONAL INFORMATION.
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<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 2020 Florida Building Code -
<br />Residential
<br />7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's
<br />signature and seal.
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<br />NO: 22-08307
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
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