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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 />(Ty
<br />P.) I VARIES
<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) W/DRYWALL
<br />SCREWS @ 7- O.C.
<br />CEILING & 8" O.C. WALLS
<br />INSULATION PER
<br />CHART ON FLOOR
<br />PLAN
<br />1 x2 P.T. HORIZON. AL-)
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />V _2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />@ 16" O.C. W/ (2) 10-4- (R302.1 1) 7o
<br />FOR UNDERLAYMENT 16d TOENAILS T & B
<br />REQUIREMENTS SEE R905.1.1 Ik 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />APPLICABLE.
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE - 1/4" DIA X 3 1/4" TAPCONS @ 24" O/C & 2'
<br />HURRICANE ANCHOR @ EACH @ 6" Mj�� FROM END OF 2 x PLATE E =1L
<br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" - 6 x 6 W1.4 x W1.4 �`!
<br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl)
<br />MOISTURE BARRIER 'P A b-
<br />A
<br />SHINGLE ROOF, SHINGLES TO
<br />BE IN ACCORDANCE w/ ASTM 9
<br />Is
<br />D7158-CLASS G or H, or ASTM I
<br />D3161-CLASS F, IN AQ- I III III
<br />001 M;I
<br />ACCORDANCE w/ TABLE
<br />R905.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION (2020)
<br />RESIDENTIAL !8
<br />ROOF SHEATHING - SEE
<br />SCHEDULE - [RSH] - ON
<br />FRAMING SHEET FOR � TYPICAL INTERIOR BEARING
<br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT [ GG
<br />ELEV. VARIESk SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � .0,'I
<br />-ALUMINUM DRIP
<br />EDGE
<br />-ALUMINUM FASCIA
<br />-2x SUB FASCIA
<br />-SEE STRUCTURAL
<br />SOFFIT SHEET SS
<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 />FINISH
<br />1 x2 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 />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC. SLAB
<br />ce) 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-NOTE: EXTEND
<br />W1,4XW1.4 WWF OR
<br />DECO FINISH 4" to 6'
<br />TIBERMESH"
<br />BELOW GRADE
<br />!6 b I
<br />;0
<br />OF
<br />6 MIL VAPOR
<br />Z
<br />BARRIER 4
<br />04
<br />COMP, SOIL.
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT._/
<br />ON 3"CHAIRS TYP. V-4" (1 STORY)
<br />STD. 90 HOOK (SEE
<br />U.N.O. 4" IV-8" ( STORY)i
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = V-0"
<br />1\ �3
<br />OPT: DEPRESS SLAB 5)/2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB---\ 14" O.H.D. RECESS
<br />PAVERS�
<br />A
<br />:41' 0?
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1 (1 STOW V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1 't8" (2 STOW 4
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCA7 N.T.S. � �3
<br />ADDITIONAL INFORMATION.
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />JL
<br />I
<br />GARA(
<br />I
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=V-0"
<br />5W
<br />rt�
<br />7,/'F __,\)(Ar
<br />5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE)
<br />S.P.F. DOUBLE CONNECTIONS.
<br />TOP PLATE S.P.F. DOUBLE
<br />TOP PLATE
<br />SIMPSON SP2 w/
<br />(12) 1 Od NAILS "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 1 Od NAILS
<br />SHEATHING REQ'D. FOR ALL ,,,--2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 2016" PLATE WASHER (TYP.)
<br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITEN HD @ 24"
<br />SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"00'WEDGE ANCHO
<br />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (110) 1 Od NAILS "SIMILAR AT FOUNDATION ONO
<br />5/8"' x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE
<br />7'0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AN
<br />�, ," ". ".1 11 If 11 DMIKIC:nDr%C:lUlr-kIT AKM 1AIll 1 11,110
<br />kMLI: lit XIZ 11IF-11 nU tW4% x P. 1. IDV I I VIVI rLM I r_
<br />O.C. OR 5/8"x10'WEDGE ANCHOR P x 6 W1.4 x W1.4 INCLUDE THE WALL
<br />@ 24" O.C.) 211 WWF OR FIBERMESH ATTACHMENTS
<br />3 1/2" MIN. 3 1/2" MIN.
<br />,4 IV,
<br />L
<br />2"(me,
<br />;0
<br />3 1 / "(min.). - 4'
<br />(2) #5 CONT" 411 11-4-1 81'
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL 0 STEP @ SHEARWALL
<br />"SHEAR WALL" SCALE: 3/4"=V-0"
<br />-VAF
<br />-T- -6z�
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />BLOCKING @ 12- O.C. w/ (2) 12d TOE NAILS
<br />EACH END (WHEN PARALLEL)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS.
<br />"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />U.N.O.
<br />2x BLOCKING HORIZONTALLY@ INTERVALS
<br />NOT EXCEEDING 10'-0" (R302.1 1)
<br />R
<br />NSULATION PER CHART ON FLOOR PLAN
<br />SIMPSON SP1 w/ (10) 10d NAILS
<br />D
<br />T
<br />x P.T. BOTTOM PLATE
<br />6x6W1 * 4 x W1.4
<br />WWF OR FIBERMESH
<br />-4"
<br />1/2"(min.)- 4"
<br />\s"
<br />fill 111111
<br />(2) #5 CONT.
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP Aft
<br />SCALE: 3/4"=V-0" � S3
<br />--co", 4.00�_o
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />pr"6. -0-v
<br />-S
<br />"r
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2xS.P.F. STUDS 1 "O.C.
<br />A
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />0\0
<br />,,,-
<br />v 2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS@ 16" O/C
<br />LOADBEARINGOR
<br />INSULATION PER FBC AND ENERGY
<br />2x BLOCKING HORIZONTALLY@
<br />EXTERIOR WALL
<br />81, C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />INTERVALS NOT EXCEEDING
<br />1 "x P.T. STUD
<br />2x BLOCKING HORIZONTALLY@
<br />APPLICATION
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />10'-0" (R302.1 1)
<br />#5 VERT. IN FILLED CELL
<br />INTERVALS NOT EXCEEDING
<br />10'-0- (R302.1 1)
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />SEE CC/S3 OR
<br />04
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />-1/2" GYP. WB (MIN.) @ GARAGE
<br />G/S3 FOR ANCHOR
<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 AOOK DETAIL
<br />SIMPSON SP1 W/ (10)
<br />SIDE IF APPLICABLE.
<br />BOLTINFO.
<br />5/8"4" BOLTS BOLT
<br />@ 24" O.C. VERT. OR
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />(ED K.O. BLOCK
<br />10d NAILS
<br />5/8"DIA EXPANSION BOLT @24
<br />(IF NO UP LIFT ON
<br />WALL SEE GG/S3)
<br />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
<br />7\
<br />O.C. W/ T' EMBEDMENT (MIN. SHEAR
<br />*SIMPSON SP1
<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 />SPACE ANCH OR
<br />J� 3500#, MIN. TENSION 2600#)
<br />W/ (10) 1 Od NAILS
<br />SPACED EVENLY
<br />C14
<br />FIBERMESH
<br />I
<br />WEEP SCREED INSTALLED
<br />'t^7124^9 I �xg, '1 7 71%
<br />./<
<br />BAR
<br />_j
<br />X
<br />BOLTS 6" MAX FROM
<br />6x6W1 ' 4 x W1.4 Q_ .
<br />TYP.
<br />2x P.T. PLATE
<br />PER MFR INSTRUCTIONS
<br />END OF 2" x PLATE
<br />WWF OR FIBERMESH �E
<br />ASSUMED FINISHED
<br />#3 OR #4 REINFORCING BAR
<br />X LU
<br />/ 0
<br />I 0 �
<br />P I>
<br />�GRADE
<br />;2�
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN. Fy= 40ksi
<br />x 7i
<br />X CL
<br />A
<br />MONO OR STEMWALL
<br />ty. . . A >
<br />Cn
<br />FINISH GRADE ;0 M
<br />25"MIN. LAP [30 MIN. LAP]
<br />[GRADE 60 MIN.
<br />'/
<br />X
<br />t>
<br />FOOTING MONO SHOWN
<br />;0
<br />t>
<br />09
<br />< LU
<br />W
<br />FOR CLARITY
<br />6 MIL VAPOR B RRIEIR
<br />dA��
<br />#5 REINFORCING BAR
<br />R 17/8"
<br />co
<br />_ , . . 0
<br />#5 LAP SPLICE
<br />::j
<br />(2) #5 CONT.-
<br />NOTE:
<br />*FOR BEARING WALL
<br />F
<br />- ----- CN
<br />To
<br />COMP. SOIL. (COMPACTED TO
<br />36- MIN. LAP [36' MIN. LAP]
<br />X
<br />ON 3" CHAIRS
<br />8"
<br />(TYP-)
<br />8"
<br />W/ UPLIFT ONLY
<br />OR ASTM
<br />95% MODIFIED PROCTOR ASTM . -
<br />M
<br />..... .... ........
<br />10..
<br />D1557) 4-1 1-4'
<br />__--#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />TYPIr.A1
<br />INT RIOR BEARING
<br />FRAME WALL TO C.M.U. WALL CONNECTION /' D _� TYPICAL EXTERIOR FRAME WALL FOOTING r E
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />6 x 6 W1.4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />A
<br />A
<br />00 l P=�qeil-9 I P-4 I I ... ... _11,
<br />TYPICAL THICKENED
<br />EXPANSION JOINT
<br />SEEAMCIRNS6--�
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1-4" (1 STC RY)
<br />V-8" (2 STC RY)
<br />-4
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL INFORMATION.
<br />SCALE: 3/4"=V-0"
<br />GRADE
<br />#5 REBAR w/ OPT.
<br />CREEN ENCLOSURE
<br />MIN.
<br />EDGE L
<br />SCALL S3
<br />BLOCK WALL BEYOND
<br />O.H.D. RECESS
<br />SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4..=1'-0"
<br />SLAB INFORMATION. ��s
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />HOLD GYP. BD.
<br />-24 1/2" FROM SLAB
<br />01011 CONT. BEAD SEALA�
<br />INTERIOR
<br />A. 4 -3 1/2"
<br />CONCRETE NAILS W 11/2
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN,
<br />TENSION 120#) CONCRETE SLAB---,
<br />'4d
<br />;0
<br />6MILVAPOR
<br />BARRIER �_ *0
<br />REBAR DETAILS
<br />F
<br />WALL w/ UPLIFT
<br />G�
<br />SCALE: N.T.S.
<br />SCALE: 3/4"=V-0"
<br />1,�3�
<br />ARIES
<br />SEE PLAN
<br />11/2" 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 />1 Od NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />AT 24" O.C. MAX.
<br />CONNECTION INFO
<br />4
<br />R
<br />.SEE PLAN FO jh
<br />& LAYOUT DESIGN
<br />TOP OF BEAM IV
<br />'A
<br />SEE ROOF PLAN
<br />A A
<br />A
<br />4-
<br />Cn
<br />(2) HTS20
<br />FORSTRUCTURAL
<br />4
<br />G
<br />E
<br />BEAM SIZE &
<br />4
<br />CONNECTION INFO
<br />/--2x4P.T.
<br />PLATE
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE A/S3/J/S6
<br />8"
<br />/--7/16'
<br />O'S.B.
<br />z
<br />0
<br />A17ACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />LU
<br />SCHEDULE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />COLUMN LOCATION
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />:�
<br />LU
<br />COLUMN SIZE AND BASE
<br />ES
<br />Uj
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D. M
<br />SCALE: 3/4"=V-0"
<br />2X STUDS @ 24" O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR
<br />w/ 1/4"x3"TAPCONS
<br />MASONRY WALL AND
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />AT 8"O.C.
<br />PAD FOOTING
<br />ATTACHMENTS & 18/D1
<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 />W/ DRYWALL SCREWS @ 8-O.C.
<br />TO FOUNDATION PAD
<br />INSULATION PER CHART
<br />z
<br />0
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL MAT REINFORCING.
<br />ON FLOOR PLAN
<br />Co
<br />LU
<br />SIZE VARIES PER PLAN
<br />CONT. BEAD SEALANT
<br />w/ MIN. (2) #5 VERTICALS
<br />00 GRADE
<br />FILLED SOLID (SEE PLAN FOR
<br />6 x 6 W1.4 x W1.4
<br />-
<br />LU
<br />W
<br />SIZE AND REINFORCEMENT)
<br />LU
<br />WWF OR FIBERMESH
<br />0
<br />Uj
<br />�- LU LU
<br />COL LUUJ
<br />A
<br />BRICK PAVERS or SLAB PER
<br />L U
<br />W (n z
<br />810
<br />r=r
<br />01-0" FIN. FLR.0
<br />MMUNITY SPECS
<br />I
<br />U_
<br />Cn
<br />N"-FOOTING
<br />��l - - ___
<br />/,�=Coi
<br />14" 14"
<br />INTERIOR WALL SLAB STEP NON-BRG. rK
<br />SCALE: 3/4"=V-0" 3
<br />BEYOND
<br />PAD REINFORCEMENTJ 3" MIN. CLEARANCE
<br />(SEE SCHEDULE)
<br />SEE FOUNDATION FOOTING WIDTH
<br />CONC. PAD INFO,
<br />SEE SCHEDULE
<br />TAPERED COLUMN FRAMING PATIO COLUMN FTG. DETAIL (N
<br />SCALE: 34'= V-0"
<br />SCALE: N.T.S. �3_
<br />C*_
<br />Cr
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<br />To the beat of the Engineer's knowledge, information and belief,
<br />the structural plans and Specifications contained within these
<br />drawings comply with the 2020
<br />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 />Engineer's signature and seal.
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<br />_j
<br />JOB
<br />NO:
<br />23-02469
<br />SCALE :
<br />AS NOTED
<br />SHEEFNO.
<br />S3
<br />(MONO)
<br />
|