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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 />(TYP.) VARIES
<br />1
<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 />1x2 P.T. HORIZONTAL
<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'-0" (R302.11)
<br />1Rrl TnFNAII S T & R
<br />FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.1.1 I r 11/2" 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 31/4" TAPCONS @ 24" O/C & 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 N
<br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.)A 41 1
<br />WWF OR FIBERMESH `''
<br />MOISTURE BARRIER D °
<br />SHINGLE ROOF, SHINGLES TO a
<br />BE IN ACCORDANCE w/ ASTM -III=III—I ( I m. D D I =I ICI 1 I —III- 9
<br />D7158-CLASS G or H, or ASTM I —I I I-1 I I =I I=1 I I—III-
<br />D3161-CLASS F, IN ' 1=I I �, III I I �1 ° - I -
<br />ACCORDANCE w/ TABLE
<br />R905.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION (2020) 8-1II[JTII I1 I I�I�il �) II 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
<br />ELEV. VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=1'4
<br />-ALUMINUM DRIP
<br />EDGE
<br />-ALUMINUM FASCIA
<br />•2x SUB FASCIA
<br />-SEE STRUCTURAL
<br />SOFFIT SHEET SS
<br />8"x8716" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />FILLED SOLID W/GROUT
<br />-8" C.M.U. TYPICAL
<br />TYPE "S" MORTAR
<br />-ARCHITECTURAL
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.C.
<br />1/2" GYPSUM WALLBOARD WL
<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 />co 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 />NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />- DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />d.
<br />b
<br />°°
<br />D
<br />6 MIL VAPOR III D
<br />OO
<br />I I z
<br />I r
<br />BARRIER p 4
<br />I I
<br />I I N
<br />- D: •
<br />COMP. SOIL. 1111 °
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT. 1'4" (1 STORY)
<br />ON 3" CHAIRS TYP.
<br />STD. 90 HOOK SEE
<br />4„ V-8" (2 STORY)
<br />DETAIL)
<br />)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = 1'-0"
<br />Q3,)
<br />OPT: DEPRESS SLAB 5 Y2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14"
<br />PAVERS -11O.H.D. RECESS Z
<br />4M-
<br />SEE A/S3 OR J/S6 --"-I L I+ I I ICI I I l l IT
<br />FOR REINF. INFO.L 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 />5/8"OR 1/2" HIGH STRENGTH -�
<br />(U.N.O.) (OR %" GYP. TYPE "X" @
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE)
<br />S.P.F. DOUBLE
<br />8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/
<br />(12)10d NAILS
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />SHEATHING REQ'D. FOR ALL
<br />EXTERIOR OR SHEAR WALLS AS
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W/ 8d COMMON NAILS
<br />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @
<br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD
<br />x-
<br />:1 1r 2"°x3/16" PLATE WASHER (TYP.) \
<br />C0 ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 24"
<br />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR
<br />@ 24" O.C,) 2"•
<br />c7
<br />_ ELEV. 4-3 1/2"
<br />z
<br />C „N.
<br />2x4 CON T. A.F.F. o >
<br />I I' 1 ON 00
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X"
<br />EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM
<br />SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE)
<br />CONNECTIONS.
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/
<br />(12)10d NAILS
<br />BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/
<br />)T EXCEEDING 1V-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.)
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />SULATION PER CHART ON FLOOR PLAN
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />@ 24" O.C.)
<br />VIPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY"
<br />IF NOTED, THIS REFERS TO THE
<br />STEP, SIZE OF FOUNDATION AND
<br />2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT
<br />6 x 6 W1.4 x W1.4 INCLUDE THE WALL
<br />WWF OR FIBERMESH
<br />ATTACHMENTS
<br />�31/2" MIN.
<br />GARAGE DEPTH VARIES 31/2"(min. - 4" 1 3
<br />_
<br />—I 1— I I -- I -1T
<br />(2) #5 CONT.
<br />4, m �TT1 TT�-' 1-4' 8„
<br />GG GARAGE SLAB AT STEP ("B U.N.O. MIN.
<br />TYPICAL BEARING WALL "STEP C SHEARWALL
<br />53 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0"
<br />2x S.P.F. STUDS @ 16" O.C.
<br />2x STUD
<br />LOAD BEARING OR
<br />EXTERIOR WALL
<br />8" C.M.U.
<br />1 "x P.T. STU D
<br />#5 VERT. IN FILLED CELL
<br />SEE CC/S3 OR N
<br />G/S3 FOR ANCHOR
<br />BOLT INFO.
<br />5/8"x6" "J" BOLTS BOLT
<br />(IF NO UP LIFT ON
<br />@ 24" O.C. VERT. OR
<br />WALL SEE GG/S3)
<br />5/8" x 6" EPDXY BOLT OR
<br />(6) 1/4"x3 1/4" TAPCONS
<br />*SIMPSON SP1
<br />SPACED EVENLY
<br />_
<br />W/ (10)10d NAILS `V
<br />2x P.T. PLATE
<br />TYP.
<br />ASSUMED FINISHED
<br />GRADE
<br />MONO OR STEMWALL
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />00
<br />_
<br />NOTE:
<br />_z
<br />*FOR BEARING WALL
<br />T
<br />W/ UPLIFT ONLY - -
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SCALE: 3/4"=1'-0" S3
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4
<br />° ' GRADE
<br />00
<br />_ -0) #5 REBAR W/ OPT.
<br />11=1 11= I I -SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 3/4"=V-0" 53
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13"
<br />O.H.D. RECESS
<br />CV
<br />Cl)
<br />n
<br />00
<br />SEE A/S3 OR J/S6-1 I I I I rT-_, � 9 I,++I! P
<br />FOR REINF. INFO.L 3" MIN. CLEARANCE
<br />1'-4" (1 STORY)
<br />1'-8" (2 ST RY)
<br />GARAGE DOOR SLAB RECESS J
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />1 U-0" (R302.11)
<br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16"
<br />PLATE WASHER TYPICAL
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />FIBERMESH
<br />D D .D
<br />M
<br />6 MIL VAPOR BA RIER) , - 11 II
<br />D.
<br />�r
<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 />--2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />U.N.O.
<br />—2x BLOCKING HORIZONTALLY@ INTERVALS
<br />NOT EXCEEDING 10'-0" (R302.11)
<br />—INSULATION PER CHART ON FLOOR PLAN
<br />—SIMPSON SP1 w/ (10)10d NAILS
<br />�2x P.T. BOTTOM PLATE
<br />6x6W1.4xW1.4
<br />I WWF OR FIBERMESH
<br />min.
<br />=I 1 I=_1 I I— I I I I= IT_I ITS —II I I
<br />I_„�fir 11-
<br />(2) #5 CONT. 4"' 8
<br />U.N.O. IN.
<br />TYPICAL BEARING WALL @ STEP CC
<br />SCALE:3/4"=V-0" 53
<br />\\Eos�G�a
<br />e�s
<br />2x
<br />INSULATION PER FBC AND ENERGY �/ �coN2x BLOCKING HORIZONTALLY@
<br />FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING
<br />APPLICATION NOTE:
<br />SEE SECTION C/S3 FOR 10'-0" (R302.11)
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />3RD LAYER 1/8"THICK. K.O. BLOCK 10d NAILS
<br />5/8"DIA, EXPANSION BOLT @24 "
<br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR
<br />2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N _
<br />WEEP SCREED INSTALLED BAR o END OF 2" x PLATE WWF OR FIBERMESH
<br />PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR _ D ° p.
<br />z_ #3 & #4 LAP SPLICE GRADE 40 MIN, Fy= 40ksi a °
<br />FINISH GRADE °O g [GRADE 60 MIN, Fy= 60ksi] a_=
<br />25" MIN. LAP [30"MIN. LAP] III —III —I I D I I TTT �_ r
<br />iz ' 1=1_TI=1T_I =• I i I 1TI—� 1117� I'
<br />=111=111= . °° U) �_ flillp�.
<br />°
<br />I —III=, #5 REINFORCING BAR R 1 7/8 - I -
<br />I —I - N Z —1 11=�T=—III
<br />T+++ T #5 LAP SPLICE
<br />COMP. SOIL. (COMPACTED 1 -1 I
<br />95% MODIFIED PROCTOR ASTM
<br />D 1557) I r�STi�if=iTiT rr-t
<br />4" 1'-4"
<br />TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SCALE: 3/4"=1'-0"
<br />SLAB INFORMATION.
<br />P.T. 2x 1/2" GYP. BD.
<br />2„ HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0141 CONT. BEAD SEALANT
<br />Y a INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />°.. -31- /
<br />GARAGE
<br />CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O.
<br />EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C.
<br />STAGGERED, FROM BOTTOM INSULATION PER CHART
<br />PLATE TO CONCRETE ON FLOOR PLAN
<br />(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT
<br />TENSION 120#) CONCRETE SLAB
<br />6x6W1.4xW1.4 %I '
<br />a WWF OR FIBERMESH r,
<br />M 6 MIL VAPOR �-
<br />BARRIER �R
<br />111III1
<br />_I,III, 111 I lil
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=1'-0"
<br />(2) #5 CONT
<br />.--1,=r111 ,
<br />36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS
<br />(TYP.) 8" 1'-4" 8"
<br />10"
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#s LAP sPucE TYPICAL INTERIOR BEARING
<br />REBAR DETAILS F WALL w/UPLIFT G
<br />SCALE: N.T.S. 53 SCALE: 3/4"=V-0"
<br />S3
<br />VARIES
<br />FRAME -DOWN FALSE BEAM w/ 3 SEE PLAN 1 1/2" RECESS FOR WWF OR FIBERMESH
<br />() SEE ROOF PLAN S.G.D. (U.N.O.)
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />AT 24" O.C. MAX. CONNECTION INFO
<br />��; °
<br />SEE PLAN FOR
<br />TOP OF BEAM & LAYOUT DESIGN —
<br />a fflmffl,Tl Is
<br />SEE ROOF PLAN - - a. a*-
<br />(2) HTS20 FOR STRUCTURAL
<br />d T, II rr111 Q, I I M '
<br />- BEAM SIZE &
<br />CONNECTION INFO r� 1 I ° a I II
<br />T •.
<br />2x4 #2 SYP P.T. FRAMING w/
<br />IIT I I
<br />MIN 7/16 O.S.B. SHEATHING
<br />SEE A/S3/J/S6 T� +I Ttl
<br />T" 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 />>
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION
<br />w
<br />COLUMN SIZE AND BASE
<br />o
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS
<br />S.G.D. rM
<br />SCALE:3/4"=1'-0" 53
<br />SEE DETAIL 16/D1 FOR
<br />SECURE 2x4 P.T. BTM. PLATE
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />COLUMN TO PORCH SILL
<br />O.C.
<br />j MASONRY WALL AND
<br />ATTACHMENTS & 18/D1
<br />PAD FOOTING
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />ATTACHMENTS
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD -E
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. Q' '
<br />w
<br />SIZE VARIES PER PLAN
<br />M
<br />z
<br />00 -
<br />GRADE
<br />LU
<br />w/ MIN. (2) #5 VERTICALS
<br />FILLED SOLID (SEE PLAN FOR
<br />"
<br />LLU
<br />SIZE AND REINFORCEMENT)
<br />0
<br />•
<br />w
<br />C
<br />Z H Ill
<br />+=aww
<br />U
<br />BRICK PAVERS or SLAB PER
<br />o o `f' _
<br />• •
<br />z
<br />• • - z a
<br />„
<br />COMMUNITY SPECS
<br />" N
<br />" ¢
<br />0-0 FIN. FLR.
<br />t t '0�0 ,>i,�
<br />0 0 0 o c •-- --' '----- �` `�N&WWIELEJ VIA Ilk, ILK
<br />- w
<br />FOOTING
<br />BEYOND
<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAILrN
<br />SCALE: N.T.S. S3
<br />h
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<br />�'11ia31iii40
<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 />Engineer's signature and seal.
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<br />JOB
<br />NO : 23-04656
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
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