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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 />1-1� I
<br />� V � 2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />@16" O.C. W1 (2) -\ PEI 10'-0'1 (R302.1 1)
<br />16d TOFNAILS T & 8
<br />FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.1.1 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 &
<br />HURRICANE ANCHOR @ EACH @ 6"MAX FROM END OF 2 x PLATE z E
<br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON�T' /Ir 6 x 6 W1.4 x W1.4
<br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH
<br />MOISTURE BARRIER
<br />SHINGLE ROOF, SHINGLES TO
<br />BE IN ACCORDANCE W1 ASTM IE-LI I E I 1- 9
<br />D7158-CLASS G or H, or ASTM
<br />D3161-CLASS F, IN
<br />- I, -, --
<br />III �JJEI I
<br />ACCORDANCE w/ TABLE
<br />Ell I I FEI
<br />R905.2.6.1, FLORIDA BUILDING
<br />EI I IEEI I I-- E
<br />CODE 7TH EDITION (2020)
<br />till
<br />8"
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS
<br />WALL w/ OUT UPLIFT
<br />ELEV. VARIESJi-`� I SEE TYP. WALL SECTION SCALE: 3/4"=V-0"
<br />5/8" OR 1 1/2" HIGH
<br />r����ALUMINUM
<br />DRIP
<br />STRENGTH CEILING
<br />EDGE
<br />IVALUMINUM
<br />BOARD PER CODE (OR 5/8"
<br />FASCIA
<br />GYP. TYPE "X" @ GARAGE
<br />\2"
<br />\0.
<br />W/A HABITABLE ROOM
<br />1
<br />N. 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'W"X`16" 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 />PE 'IS" MORTAR
<br />_----ARCHITECTURAL
<br />FINISH
<br />1x2 PTWD 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 />;2
<br />4"xl" INSPECTION
<br />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC. SLAB
<br />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />U)
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB
<br />W
<br />/-NOTE: EXTEND
<br />W1.4XW1.4 WWF OR
<br />DECO FINISH 4" to 61,
<br />"FIBERMESH"
<br />BELOW GRADE
<br />co
<br />co
<br />6 MIL VAPOR
<br />0?
<br />BARRIER
<br />C4
<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.'
<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 A
<br />SCALE: 31,V= V-13"
<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 />TPAVERS-� O.H.D. RECESS
<br />0?
<br />SEE A/S3 OR J/S6 '14-71 L, rT-1 P IR +-Ir-i F-11 ::,
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'4" (1 STORY) / V-8-- (1 STORY w/ DEPRESSED SLAB OPT.)
<br />11 r 8" (2 STOR))
<br />GARAGE DOOR SLAB RECESS K]
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3
<br />ADDITIONAL INFORMATION.
<br />LOAD BEARING OR
<br />EXTERIOR WALL
<br />SEE CC/S3 OR
<br />G/S3 FOR ANCHOR
<br />BOLTINFO.
<br />(IF NO UP LIFT ON
<br />WALL SEE GG/S3)
<br />*SIMPSON SP1
<br />w/ (10) 1 Od NAILS
<br />TYP.
<br />MONO OR STEMWALL-
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />NOTE:
<br />*FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />GG
<br />S3
<br />8"x8"xl 6" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=V-0"
<br />2xS.P.F.ST DS 16" O.C.
<br />,,,.-2x STUD
<br />8" C.M.U.
<br />1 "x P.T. STUD
<br />#5 VERT. IN FILLED CELL
<br />5/8"x6" "T' BOLTS BOLT
<br />@ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />(6) 1/4"x3 1/4" TAPCONS
<br />SPACED EVENLY
<br />2x P.T. PLATE
<br />ASSUMED FINISHED
<br />-Z GRADE
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />6 x 6 W1.4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"---,, z
<br />GRADE
<br />C0
<br />1-1
<br />:-(1) #5 REBAR w/ OPT.
<br />I t.1 I g=-I I � 7=1[l 1 r-SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE i(�L
<br />SCALE: 3/4"=V-0" � S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT� r-O.H.D. RECESS
<br />4'
<br />A
<br />FTI,
<br />TV
<br />0-
<br />I r= I
<br />r
<br />�4 41'
<br />LF
<br />rF,4PI,
<br />SEEA/S30RJIS6--- -W�=jl
<br />FOR REINF. INFO. MIN. CLEARANCE
<br />1`4" (1 STORY)
<br />V-8" (2 STC RY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. 1,,,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 />71/1F
<br />k-7,4- -- -R\ ----\ -b�d b;z+- -, 4A -v-- -b:d
<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 (U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. CONNECTIONS.
<br />TOP PLATE S.P.F. DOUBLE
<br />TOP PLATE
<br />SIMPSON SP2 w/
<br />(112) 1 Od NAILS "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 wl 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
<br />SHEATHING REQ'D. FOR ALL ,,---2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" 0. C. w/ x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1)
<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"x10'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
<br />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY"
<br />5/8"' x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (110) 1 Od NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS
<br />2x3/116" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />ELEV. U-10" (ALT: 1/2"x1l 2" TITE N H D @ 24" x 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 P x 6 W1.4 x W1.4 INCLUDE THE WALL
<br />@ 24" O.C.) 2-1 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH
<br />z 3 1/2" MIN. 3 1/2" MIN. /6 x 6 W1.4 x W1.4
<br />ELEV. 4-3 V211 "'k / I[ - I
<br />A.F F P
<br />LL-
<br />L
<br />111L I Tr;=Tl 5T73 1/2"(min.) 2� C 1/2"(min.)
<br />CD
<br />00 LI ::--I IF- I IF'' 00 5�
<br />I I IF-ELI I
<br />-:ILI I
<br />11E 11�,: :'Vl, 3 1/2"(min..). - 4'�,
<br />3 1/2'I(min.)
<br />(2) #5 CONT. 4" 1'4' 8" (2) #5 COI
<br />U.N.O. MIN. U.N.O. MIN.
<br />/-N
<br />TYPICAL BEARING WALL 6 STEP 6D SHEARWALL f C � FY IUAL bt:AKINU VVALL Qw- b I ItH
<br />"SHEAR WALL"
<br />SCALE: 3/411=11-011
<br />60A �01\�
<br />- SOG
<br />0
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C V'7"s
<br />INSULATION PER FBC AND ENERGY
<br />FORM SUBMITTED WITH PERMIT
<br />2x BLOCKING HORIZONTALLY@ APPLICATION
<br />INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />101-0" (R302.1 1) LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW-90 AOOK DETAIL
<br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK
<br />MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />12,5pt
<br />2X PT PLATE
<br />20" MIN. LAP [24" MIN. LAP]
<br />#5 REINFORCING
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR
<br />E
<br />PER MFR INSTRUCTIONS
<br />N�`-#3 OR #4 REINFORCING BAR
<br />z:
<br />2�
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN. Fp-40's
<br />FINISH GRADE 00 n;
<br />26' 11 N. LAP [30" M I N. LAP]
<br />[GRADE 60 MIN. FV= 60klsill
<br />o?
<br />6 MIL VAPOR BARRIEFT
<br />riz
<br />��Fi ma I
<br />''T
<br />��I 71-fff cli
<br />T17-1 I I--T
<br />Rxx� XX,14 11� �,A A��
<br />#5 REINFORCING BAR
<br />R 17/8"
<br />= 0 4 HI MI �"E, -LI
<br />COMP. SOIL. (COMPACTED TO I- 11-1
<br />III
<br />95% MODIFIED PROCTOR ASTM T
<br />D 1557) l I till 1 -11111 -it III
<br />4" V-4"
<br />TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />1/2" GYP. BID.
<br />P.T. 2x
<br />HOLD GYP. BD.
<br />'e 2-2 1/2" FROM SLAB
<br />CONT. BEAD SEALAIS
<br />.. 4 A <
<br />INTERIOR
<br />-3 1/2"
<br />4
<br />A
<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 S
<br /><A
<br />0?
<br />171) 6 MIL VAPOR
<br />BARRIER
<br />14" 14"
<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 />zz--- 1/2" GYPSUM WALLBOARD U.N.O.
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />-INSULATION PER CHART
<br />ON FLOOR PLAN
<br />CO NT. BEAD SEALANT
<br />6 x 6 W1.4 x W1.4
<br />C- WWF OR FIBERMESH
<br />K
<br />S3
<br />36" MIN. LAP [36" MIN. LAP]
<br />101,
<br />'---#6 REINFORCING BAR #5 STD. 90 HOOK
<br />SCALE: 3/4"=V-0" � S3
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 w/ (110)
<br />vv' " u'
<br />10d NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />BOLTS 6" MAX FROM\I1
<br />I AT
<br />END OF 2" x PLATE
<br />Uj
<br />-j
<br />i
<br />co
<br />U-1
<br />LU
<br />U)
<br />(2) #5 CONT.
<br />;LI I
<br />I
<br />ON 3" CHAIRS 811 V-41'
<br />(TYP.)
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10-4' (R302.1 1)
<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 />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />C?
<br />All UP 'I �1@ I ILI '1P.,
<br />8"
<br />#6 LAP SPLICE TYPIrAl INTFPinP FAPINr.
<br />REBAR DETAILS F WALL w/ UPLIFT rG
<br />SCALE: N.T.S. �3 SCALE: 3/4"=V-10" � �3
<br />VARIES
<br />SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />AT 24" O.C. MAX. x
<br />SEE PLAN FOR CONNECTION INFO 4
<br />& LAYOUT DESIGN
<br />TOP OF BEAM
<br />A
<br />SEE ROOF PLAN
<br />co
<br />(2) HTS20 FOR STRUCTURAL
<br />BEAM SIZE & .!4
<br />CONNECTION INFO Cn a .1P
<br />r--2x4 P.T
<br />PLATE
<br />/16"
<br />O.S.B.
<br />COLUMN LOCATION
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE A/S3/J/S6
<br />z
<br />22
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />LU
<br />SCHEDULE
<br />=
<br />*
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />*
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />:�
<br />-,
<br />LU
<br />COLUMN SIZE AND BASE
<br />rM
<br />ES
<br />U-1
<br />LU
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS (c) S.G.D.
<br />co
<br />SCALE: 3)4"=1'-0" �
<br />QI=f'HDC: 0-A 0 T PThA 01 ATr-
<br />�S3
<br />SEE DETAIL 16/D1 FOR
<br />w/ 1/4"x3" TAPCONS
<br />COLUMN TO PORCH SILL
<br />P1
<br />AT 8" O.C.
<br />MASONRYWALLAND
<br />PAD FOOTING
<br />ATTACHMENTS & 18/D1
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />ATTACHMENTS
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD
<br />0
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL-\
<br />MAT REINFORCING.
<br />CO
<br />U.1
<br />SIZE VARIES PER PLAN
<br />EE
<br />w/ MIN. (2) #5 VERTICALS
<br />-- z
<br />00
<br />GRADE _J I
<br />FILLED SOLID (SEE PLAN FOR
<br />Uj
<br />Uj
<br />SIZE AND REINFORCEMENT)
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<br />LIP11 -9 1 a i E::d I I -� E i - - H i-F i B EYO N D 0
<br />I 11-1 It ,
<br />PAD REINFORCEMENT - 3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL N
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within
<br />these
<br />drawings comply with the 2020 Florida Building Code
<br />-
<br />Residential 7th Edition. Engineer's signature and seal
<br />is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
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<br />JOB
<br />NO: 22-02399
<br />SCALE : AS NOTED
<br />SHEEIF NO.
<br />S3
<br />(MONO)
<br />
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