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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 />VARIES
<br />INSU
<br />2x #2 SPF STUDS -
<br />@16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.11) —
<br />FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />PRE ENGINEERED WOOD APPLICABLE.
<br />TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" 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
<br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH
<br />MOISTURE BARRIER D °
<br />SHINGLE ROOF, SHINGLES TO
<br />BE IN ACCORDANCE w/ ASTM L=1 II D D 11—I�— I I 9
<br />1—I I P4 1=1 I I
<br />D7158-CLASS G or H, or ASTM
<br />1=1T1--f I —I D I
<br />D3161-CLASS F, IN I —I 1=,� 111=1
<br />ACCORDANCE w/ TABLE T 111=1
<br />R905.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION (2020) 8" -� 11, 11 IIJITi I II I��I I I-
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR �^
<br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT f GG
<br />4�,_ ELEV. VARIES 011L
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<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 />ALUMINUM FASCIA
<br />GYP. TYPE "X" @ GARAGE
<br />W/A HABITABLE ROOM
<br />1,
<br />,N.O. 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 />M
<br />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />rn
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ IM
<br />w
<br />a
<br />NOTE:EXTEND
<br />WlAXW1.4 WWF OR
<br />"FIBERMESH"
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />-v
<br />00
<br />M
<br />_
<br />—
<br />D
<br />00
<br />6 MIL VAPOR
<br />U
<br />D
<br />I=
<br />- z_
<br />BARRIER
<br />; ° ,� 4
<br />.
<br />3"
<br />° •
<br />III=
<br />`�
<br />COMP. SOIL.
<br />A
<br />(COMPACTED TO 95%
<br />—
<br />—
<br />MODIFIED PROCTOR :7
<br />I fi _1 I
<br />ASTM D1557)
<br />3"
<br />MIN. 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.
<br />4"
<br />V-8" (2 STORY)
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = V-0"
<br />3
<br />Q
<br />OPT: DEPRESS SLAB 5 Yz"
<br />DEEP AND 6" BEYOND -
<br />DOOR TO RECEIVE
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />PAVERS
<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 Gil
<br />*SIMPSON SP1
<br />w/(10)10d NAILS
<br />TYP.
<br />MONO OR STEMWALL—
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=V-0"
<br />5/8"OR 1/2" HIGH STRENGTH
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8"OR 1/2" HIGH STRENGTH
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR %" GYP. TYPE "X" @
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />(OR 9/8" GYP. TYPE @
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM
<br />EACH END (WHEN PARALLEL)
<br />.)
<br />GARAGE
<br />GARAGE W/A HABITABLE ROOM
<br />EACH END (WHEN PARALLEL)
<br />ABOVE)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE
<br />CONNECTIONS.
<br />CONNECTIONS.
<br />TOP PLATE
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />SIMPSON SP2 w/
<br />(12) 10d NAILS
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />SIMPSON SP2 w/
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />(12)10d NAILS
<br />U.N.O.
<br />SHEATHING REQ'D. FOR ALL
<br />2x BLOCKING HORIZONTALLY@ INTERVALS
<br />5/8"° x 10" "J" BOLT @ 24" O.C. w/
<br />2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS
<br />NOT EXCEEDING 10'-0" (R302.11)
<br />2"°0/16" PLATE WASHER (TYP.)
<br />NOT EXCEEDING 1U-0" (R302.11)
<br />INDICATED ON THE PLAN. ATTACH
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />SHEATHING W/ 8d COMMON NAILS @
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />INSULATION PER CHART ON FLOOR PLAN
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />@ 24" O.C.)
<br />INSULATION PER CHART ON FLOOR PLAN
<br />3/8" MORTAR BETWEEN
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />SLAB & BLOCK
<br />"SIMILAR AT FOUNDATION ONLY"
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />IMPSON SP1 w/ (10) 10d NAILS
<br />IF NOTED, THIS REFERS TO THE
<br />SIMPSON SP1 w/ (10) 10d NAILS
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />STEP, SIZE OF FOUNDATION AND
<br />ELEV. 0'-0" OIL
<br />A.F.F.
<br />(ALT: 1/2"xl2" TITEN HD @ 24"
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />2"
<br />2x P.T. BOTTOM PLATE
<br />x 6 W1.4 x W1.4
<br />REINFORCEMENT AND WILL NOT
<br />INCLUDE THE WALL
<br />2�
<br />2x P.T. BOTTOM PLATE
<br />6 x 6 W1.4 x W1.4
<br />p
<br />@ 24" O.C.)
<br />WWF OR FIBERMESH
<br />ATTACHMENTS
<br />WWF OR FIBERMESH
<br />ELEV. 4-3 1/2" Z �31/2" MIN. r31/2" MIN.
<br />0 f
<br />A.F.F. p P
<br />N D °lt� W 3 1/2"(min.)- 4" D b ' ° LL
<br />00 1 ILI—I I r c0 —
<br />J7, rrr rr-r _
<br />31/2"(min. - 4" I I o • -� — 31/2"(min.) - 4"
<br />I
<br />—TTi 11 I Lff-17[— —I II%� TI-`� III III—III—•�T�111—IIIrr'�
<br />(2) #5 CONT. �' "'�Tn ' 'T`�T (2) #5 CONT. qP
<br />IJ
<br />4" 1'-4" 8"
<br />U.N.O. MIN. U.N.O. MIN.
<br />� TYPICAL BEARING WALL @STEP (a) SHEARWALL / C \ I I YYII,HL tftHKlNla WALL �CV J I tY / CC
<br />"SHEAR WALL"
<br />SCALE: 3/4"=1'-0"
<br />Goy • ��
<br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ ���1s
<br />INSULATION PER FBC AND ENERGY �,/ ,G N NUOJ
<br />8 C.M.U. FORM SUBMITTED WITH PERMIT /' \
<br />1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION
<br />INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />#5 VERT. IN FILLED CELL 10'-0" (R302.)
<br />N 11LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />5/8"x6" "J" BOLTS BOLT 5/8" x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL
<br />@ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK
<br />5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<br />(6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING
<br />SPACED EVENLY FIBERMESH F_ BAR
<br />2x P.T. PLATE WEEP SCREED INSTALLED
<br />ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR _
<br />D GRADE 40 MIN. F - 40l
<br />GRADE �, D ° ° #3 & #4 LAP SPLICE v
<br />Z M FINISH GRADE oo [GRADE 60 MIN. l 60l
<br />D 25" MIN. LAP [30" MIN. LAP]
<br />_ O° 6 MIL VAPOR BARR7EERV;_�l ° D ° I— — 1�= — R 1 7/8"
<br />° ��— z T #5 REINFORCING BAR —�
<br />05 1 AP SPI IrF
<br />IM-m
<br />NOTE:
<br />"FOR BEARING WALL COMP. SOIL. (COMPACTED TO — °
<br />W/ UPLIFT ONLY _:. 95% MODIFIED PROCTOR ASTM =I
<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" O/C FIELD.
<br />D1557) rrrL-'rr Trr 11
<br />4" V-4"
<br />FRAME WALL TO C.M.U. WALL CONNECTION 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 />3 1/2" WWF OR FIBERMESH
<br />min.) 4"
<br />° 4 °v GRADE
<br />00
<br />_ ° 1TUiF 1H T 1
<br />-(1) #5 REBAR w/ OPT.
<br />' 1=1 I [—I I 1=1 I�— 11= I I —I 11= I I -SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=1'-0" ll S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />14' TO.H.D. RECESS � z 13"
<br />^M
<br />• d • 4" Li 0? J.J I Ill. � � •
<br />-
<br />I�T Lr= II •"• I-
<br />• I�
<br />SEE A/S3 OR J/S6 I'll I I-�1 Ll I I 1
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS J.1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />BLOCK WALL BEYOND
<br />O.H.D. RECESS
<br />J I I=11 !6. it
<br />Ij 00
<br />II_ r
<br />SEEA/S30RJ/S6J -Illll 11111,11,,, IIIIILL=
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V-4" (1 STC RY)
<br />V-8" (2 STC RY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />1/2" GYP. BD,
<br />P.T. 2x
<br />HOLD GYP. BD.
<br />r1/2" FROM SLAB
<br />p
<br />1 n _n ¢ CONT. BEAD SEALANT
<br />INTERIOR
<br />e
<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 />m
<br />M 6 MIL VAPOR r — — —
<br />BARRIER _—� 1 I
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=V-0"
<br />—2X STUDS @ 24" O.C. U.N.O.
<br />GARAGE
<br />zzz-_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 />E
<br />6x6W1.4xW1.4 i=1
<br />T WWF OR FIBERMESH
<br />K
<br />S3
<br />SCALE:3/4"=1'-0" S3
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 w/ (10)
<br />10d NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />a BOLTS 6" MAX FROM
<br />LU END OF 2" x PLATE
<br />LU D
<br />U
<br />J
<br />g 'H1 ��III
<br />LU 'I�III
<br />LU 1LL
<br />co M
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.11)
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8"DIA. EXPANSION BOLT @24 "
<br />O.C. W/ 7" EMBEDMENT (MIN, SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />6x6W1.4xW1.4
<br />WWF OR FIBERMESH r, €
<br />. Is 1.° . . ..
<br />�illn n��n
<br />(2) #5 Cl =1 I 11 111 , 11
<br />ON 3" CHAIRS
<br />10"
<br />(TYP.) 8
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />REBAR DETAILS
<br />rF
<br />WALL w/ UPLIFT
<br />rG
<br />SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4"=1'-0"
<br />S3
<br />VARIE
<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 />AT 24" O.C. MAX.
<br />CONNECTION INFO,N
<br />SEE PLAN FOR
<br />&LAYOUT DESIGN
<br />°
<br />TOP OF BEAM IV
<br />°
<br />Illrrri! iJ1; r v
<br />(2) HTS20
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />00
<br />— — — —4 °. ° ,
<br />4
<br />-
<br />BEAM SIZE &
<br />N '
<br />UT
<br />I ` 1
<br />CONNECTION INFO
<br />A.
<br />ch
<br />• •
<br />T —
<br />r ,I III=
<br />I I
<br />a 2x4PT I 2x4 #2 SYP P.T. FRAMING w/
<br />LA
<br />P'sre MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g
<br />O.s.B Z ATTACHED PER NAILING FOR REINF. INFO.
<br />w o SCHEDULE OPTION #1
<br />COLUMN LOCATION Q > SEE TYP. WALL SECTION FOR ADDITIONAL
<br />> J SEE PLAN FOR STRUCTURAL SLAB INFORMATION.
<br />w COLUMN SIZE AND BASE
<br />o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM
<br />Cf)
<br />S3
<br />SECURE 2x4 P.T. BTM. PLATE SCALE: 3/4"=1'-0"
<br />SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS
<br />COLUMN TO PORCH SILL MASONRY WALL AND
<br />AT 8" O.C. PAD FOOTING
<br />ATTACHMENTS & 18/D1 _
<br />FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL
<br />ATTACHMENTS EXTEND FILL CELLS
<br />TO FOUNDATION PAD
<br />Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING.
<br />LU SIZE VARIES PER PLAN
<br />a > w/ MIN. (2) #5 VERTICALS 00 z GRAD
<br />> i FILLED SOLID (SEE PLAN FOR
<br />w SIZLU E AND REINFORCEMENT) 0LU
<br />•
<br />to f— LU
<br />Uj a w LU U
<br />BRICK PAVERS or SLAB PER 0 o `n = • • • • z_ a
<br />COMMUNITY SPECS L` 0 - �� a
<br />0'-0" FIN. FLR. w
<br />FOOTING v
<br />BEYOND
<br />ti _,.... -.'• PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />:•••'4 �• �•• SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH
<br />• �' •• CONC. PAD INFO.
<br />SEE SCHEDULE
<br />TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N
<br />aCAIE. 3/4" - 1.1-
<br />SCALE: N.T.S. S3
<br />ry
<br />00
<br />C-4
<br />-a
<br />v cd J N
<br />3 ,_ a>
<br />o-
<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
<br />Florida Building Code -
<br />Residential 7th Edition. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
<br />LLIVill
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<br />JOB
<br />NO:
<br />22-09414
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
|