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<br />ROOF FLASHING AND ROOF FLASHING
<br />COMPONENTS TO BE IN ACCORDANCE
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />7TH EDITION (2020) RESIDENTIAL
<br />12
<br />P') VARIES
<br />V/-2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2) 1U-0" (13302.11)
<br />FOR UNDERLAYMENT 16d TOENAILS T & B
<br />REQUIREMENTS SEE R905,1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />PRE ENGINEERED WOOD APPLICABLE.
<br />TRUSS @ 24" O,C. U.N.O. 2x P.T. PLATE 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & ._
<br />HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E
<br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 Y
<br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH
<br />MOISTURE BARRIER D a
<br />SHINGLE ROOF, SHINGLES TO
<br />BE IN ACCORDANCE w/ ASTM
<br />� I �
<br />D7158-CLASS G or H, or ASTM ' 1 = i11 I I-1 11=111=1 o° I �I
<br />D3161-CLASS F, IN _I IIT LlI III-�
<br />ACCORDANCE w/ TABLE 111=1
<br />R905.2.6.1, FLORIDA BUILDING t
<br />=III L1=III=ll 1 I I E= ( I
<br />CODE 7TH EDITION (2020) _I II, li if I I] t1iTII 1I I1
<br />RESIDENTIAL 8
<br />ROOF SHEATHING- SEE
<br />SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G
<br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM DRIP
<br />STRENGTH CEILING
<br />EDGE
<br />BOARD PER CODE (OR 5/8"
<br />ALUMINUM FASCIA
<br />GYP. TYPE "X" @ GARAGE
<br />\12'N.O.
<br />W/A HABITABLE ROOM
<br />I
<br />2x SUB FASCIA
<br />ABOVE) W/DRYWALL
<br />EE STRUCTURAL
<br />SCREWS @ 7" O.C.
<br />SOFFIT SHEET SS
<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 />TYPE "S" MORTAR
<br />ARCHITECTURAL
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.C.
<br />1/2" GYPSUM WALLBOARD-,"""'
<br />U.N.O.
<br />(1) #5 VERT, IN FILL
<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 CONC. SLAB
<br />�,
<br />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />0-
<br />NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />E
<br />,
<br />D
<br />6 MIL VAPOR11
<br />D
<br />1 II--
<br />_ =
<br />BARRIER
<br />1
<br />COMP. SOIL.
<br />(COMPACTED TO 95%
<br />-
<br />_�_�_
<br />-IT
<br />11=
<br />MODIFIED PROCTOR III
<br />II Tll'-
<br />I
<br />TIf
<br />ASTM D1557)
<br />3" MIN.
<br />CLR.
<br />(2) #5 REBAR CONT.
<br />ON 3" CHAIRS TYP.
<br />1' -4" (1 STORY)
<br />STD. 90 HOOK (SEE
<br />U.N.O. 1
<br />4"
<br />V-8" (2 STORY)
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = V-0"
<br />S3
<br />OPT: DEPRESS SLAB 5%"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE
<br />BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />14"
<br />PAVERS
<br />O.H.D. RECESS
<br />M
<br />SEI
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />14" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STOR )
<br />GARAGE DOOR SLAB RECESS ri1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<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 s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE
<br />.} (OR / GYP. TYPE X M EACH END (WHEN PARALLEL)
<br />ABOVE SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT
<br />) ABOVE)
<br />S,P.F. DOUBLE CONNECTIONS. CONNECTIONS.
<br />8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES TOP PLATE
<br />SIMPSON SP2 w1
<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 />x J SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'4t (R302.11) 2-0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11)
<br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24"
<br />SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR
<br />4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN
<br />3/8"MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY"
<br />SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10) 10d NAILS
<br />x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE
<br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />C7 ELEV. 0'4' (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />A.F.F. O.C, OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4
<br />n INCLUDE THE WALL 6 x 6 W1.4 x W1.4
<br />° @ 24 O.C,) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH
<br />° z 31/2"MIN.
<br />31/2"MIN,
<br />4 � ELEV, 4-3 1/2" C —
<br />G o \ -�-D-- i ► ° q °
<br />A A.F.F. o
<br />2x4 CONT. w . 1/"•R,• :•-D ' ° o
<br />11I-1°f=I I I-
<br />3
<br />41/2"(min-
<br />a ° -
<br />312(
<br />a oo
<br />31/2"(min. - 4" J-�-I (- 31/Z"(min.) . 4„ U
<br />GARAGE DEPTH VARIES a I =T.IF
<br />- i �I Mi 11= i I I — �1 I =„
<br />n
<br />� ° '�=-'�_
<br />(2) #5 CONT. 4" 11'-4" 8" (2) #5 CONT. 4
<br />GARAGE SLAB AT STEP rB U.N.O.
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEPrcC
<br />SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ?cs'
<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" O/C FIELD.
<br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />/ cc
<br />2x BLOCKING HORIZONTALL Y@
<br />EXTERIOR WALL
<br />8" C.
<br />FORM SUBMITTED WITH PERMIT
<br />/'
<br />NOTE:
<br />INTERVALS NOT EXCEEDING
<br />1"x P.T.M.STUDU.
<br />2x BLOCKING HORIZONTALLY@
<br />luIr
<br />APPLICATION
<br />SEE SECTION C/S3 FOR
<br />10'-0" (R302.11)
<br />d
<br />#5 VERT. IN FILLED CELL
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.11)
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />SEE CC/S3 OR
<br />G/S3 FOR ANCHOR
<br />c.t//I*,-
<br />"J"
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH,
<br />CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL
<br />N SP1 w/ (10)
<br />1/2" GYP. WB (MIN.) @GARAGE
<br />SIDE IF APPLICABLE.
<br />BOLT INFO.
<br />5/8"x6" "J" BOLTS BOLT
<br />5/8"° x 10" BOLT @ 24" 0/C W/ 2"°X 3/1fi"
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />10d NAILS
<br />10d NAILS
<br />5/8"DIA. EXPANSION BOLT @24 "
<br />(IF NO UP LIFT ON
<br />@ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />2x P.T. PLATE
<br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />WALL SEE GG/S3)
<br />(6)1/4"x3 1/4" TAPCONS
<br />MIN. 2500 PSI CONCRETE SLAB W/
<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 />SPACE ANCHOR
<br />3500#, MIN. TENSION 2600#)
<br />*SIMPSON SP1
<br />SPACED EVENLY
<br />FIBERMESH
<br />BAR
<br />Q
<br />BOLTS 6" MAX FROM
<br />6 x 6 W1.4 x W1.4 N .
<br />W/ (10)10d NAILS
<br />N
<br />2x P.T. PLATE
<br />WEEP SCREED INSTALLED
<br />w
<br />END OF 2" x PLATE
<br />WWF OR FIBERMESH M
<br />TYP
<br />*-
<br />ASSUMED FINISHED
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />oIF
<br />L)
<br />D
<br />a
<br />GRADE
<br />�„
<br />' . D D ' °
<br />J
<br />FINISH GRADE °O
<br />z
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN. Fy= 40ksi
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />a
<br />0-
<br />- 11 I
<br />�°
<br />a D.
<br />p
<br />-
<br />25" MIN. LAP [30" MIN. LAP]
<br />z
<br />> — — D'
<br />I i 1=1 I
<br />MONO OR STEMWALL
<br />o
<br />—
<br />;D
<br />wI
<br />MONO SHOWN
<br />FOR CLARITY
<br />O°
<br />6 MIL VAPOR BARRIER-
<br />o
<br />r
<br />z
<br />R 17/8"
<br />WFOOTING
<br />�
<br />#5 REINFORCING BAR
<br />-Iz
<br />I-
<br />I
<br />•
<br />�
<br />#5 LAP SPLICE
<br />(2) #5 CONT.
<br />it I1=
<br />NOTE:
<br />g
<br />-� —
<br />; (j--Ii i !=1' 11= �
<br />TO
<br />D ®
<br />—T—I I
<br />-
<br />36" MIN. LAP [36" MIN. LAP]
<br />ON 3' CHAIRS
<br />8°
<br />1'-4"
<br />8"
<br />FOR BEARING WALL
<br />W/UPLIFT ONLY
<br />-i - , -.I I -, '-
<br />= _, �'
<br />COMP. SOIL. COMPACTED
<br />(
<br />95% MODIFIED PROCTOR ASTM
<br />t I
<br />( I I1= I - I-
<br />--T�-�
<br />10„
<br />(TYP.)
<br />_ u - ,-
<br />II Il i ,III III- 1�- 111 11 ,.ICI (i�=ill_,
<br />�- Il
<br />_ -
<br />!11- ICI lil ,1i1 ,�I
<br />i -i
<br />D1557)
<br />4"
<br />I �i1 I
<br />14
<br />i-„`I
<br />-r
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />it--=III-
<br />#6 LAP SPLICE
<br />TYPICAL
<br />INTERIOR BEARING
<br />FRAME WALL TO C.M.U. WALL CONNECTION D
<br />TYPICAL EXTERIOR FRAME WALL FOOTING rE
<br />REBAR DETAILS
<br />F
<br />WALL w/ UPLIFT G
<br />SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0"
<br />SEE TYP. WALL SECTION FOR ADDITIONAL S3
<br />SLAB INFORMATION. SLAB INFORMATION.
<br />6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1,4
<br />31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />min.) 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS T�
<br />4 AT 24" O.C. MAX. x CONNECTION INFO �N 4 ' -
<br />° ° a GRADE SEE PLAN FOR
<br />°°=-_= __ - - _� TOP OF BEAM &LAYOUT DESIGN o d-
<br />1I I —Ili —it I III —I ' d
<br />_ -(1) #5 REBAR w/ OPT. �- SEE ROOF PLAN c - - ° a 4^•
<br />1=1 FI 11= (1= 11=1 I I I 11VS1E�E�N_ENCL05URE (2) HTS20 -' FOR STRUCTURAL N �, I)41
<br />`� '
<br />-I 11 11 �I BEAM SIZE & a4 I�-_- CONNECTION INFO M-
<br />MIN. 8�
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=V-0" S3
<br />P T 2 1/2" GYP. BD.
<br />T
<br />2x4 #2 SYP P.T. FRAMING w/
<br />,�Tl-rr_ I
<br />SEE A/S3/ J/ S6 ,
<br />MIN 7/16 O.S.B. SHEATHING
<br />�+P' g
<br />zz
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO . OPTION #1
<br />w
<br />SCHEDULE
<br />a
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />j
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />x HOLD GYP. BD. :� w COLUMN SIZE AND BASE
<br />1/2" FROM SLAB o U.1
<br />CONNECTION INFO. SLAB STEP & RECESS S.G.D. M
<br />0/-011� A CONT, BEAD SEALANT SCALE: 3/4"=V-0" S3
<br />BLOCK WALL BEYOND VT :. ° 4 INTERIOR 2X STUDS @ 24 O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE
<br />EXPANSION JOINT 4`. 3112" SEE DETAIL 16/D1 FOR w/ 1/4"x3"TAPCONS
<br />COLUMN TO PORCH SILL MASONRY WALL AND
<br />• . , °. AT 8" O.C.
<br />13 O.H.D. RECESS GARAGE ATTACHMENTS & 18/D1 PAD FOOTING
<br />N FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL --
<br />CONCRETE NAILS W 1 1/2' 1/2 GYPSUM WALLBOARD U.N.O. ATTACHMENTS
<br />EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS 8"O.C. EXTEND FILL CELLS
<br />@ TO FOUNDATION PAD _
<br />STAGGERED, FROM BOTTOM INSULATION PER CHART z SQUARE CMU BLOCK BASE, MAT REINFORCING, r '
<br />_ PLATE TO CONCRETE CONT. FOOTING STEEL
<br />,� ON FLOOR PLAN w_ � SIZE VARIES PER PLAN M
<br />.' .. - I 1=1 I d I t IN SHEAR 180#MIN. CONT. BEAD SEALANT > w/ MIN. (2) #5 VERTICALS, Z GRADE
<br />I (MIN, S E Q -
<br />-I ���[-TI - - - E _ > FILLED SOLID SEE PLAN FOR41
<br />—111=1 I I O0 TENSION 120#) CONCRETE SLAB _ <r w ( w -,
<br />j- 4" r 6 x 6 W1.4 x W1.4 N w SIZE AND REINFORCEMENT) o = = !.I n t • !
<br />r w .i -III w 1=1 I h I 11= «� o z
<br />i (_�FE
<br />WWF OR FIBERMESH M Cn 1= M w
<br />—I I �1I •� I=1 I G o w w F Q zd
<br />_ - -- A' BRICK PAVERS or SLAB PER o o = • • • - z_
<br />„ COMMUNITY SPECS " cUn _ ° I TIco
<br />SEE A/S3 OR J/S6 -1 t ( 1 �I 1 I, , 1. t I II 6 MIL VAPOR z = - - - ° - - - 0'-0 FIN. FLR. -1 -= I 1 w
<br />I , l - - 11-= 111= I I - l ! :I I- ! i l�=' FOOTING
<br />BARRIER �I I -� li BEYOND
<br />FOR REINF. INFO. 3" MIN. CLEARANCE I I —I (- i = _�
<br />V-4" (1 ST RY) � I �I I " L ' • ` . (SEE SCHEDULE) ENT
<br />3" MIN. CLEARANCE
<br />V-8" (2 ST RY) 4" 4° , .. ; • •F. CONIC. PAD INFO.
<br />°.y SEE FOUNDATION FOOTING WIDTH
<br />SEE SCHEDULE
<br />GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING rCD12 PATIO COLUMN FTG. DETAIL N
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3/4"=r-a' SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />e�
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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 7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
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<br />JOB NO: 22-12352
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
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