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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.)
<br />VARIES
<br />INSU
<br />5/8" OR 1/2" H IG H
<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 />2x BLOCKING HORIZONTALLY@
<br />IV 1
<br />INTERVALS NOT EXCEEDING
<br />2x #2 SPF STUDS
<br />C
<br />@ 16'1 0. . W/ (2) 1 V-0" (13302.11)
<br />1F;ri Tnpmwi.R. T P. R 64
<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. O/C &
<br />2x P.T. PLATE 1/4" DIA * X 3 1/4" TAPCONS @ 24
<br />HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE
<br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" /Ir C"!
<br />A 4 //,,- 6 x 6 W1.4 x W1.4
<br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH
<br />MOISTURE BARRIER
<br />CD
<br />SHINGLE ROOF, SHINGLES TO LIE"] I Ittl 151 1 .. I I F'',
<br />BE IN ACCORDANCE w/ ASTM
<br />D7158-CLASS G or H, or ASTM
<br />r=
<br />D3161-CLASS F, IN
<br />ACCORDANCE w/ TABLE
<br />R905.2.6.1, FLORIDA BUILDING
<br />Jill
<br />CODE 7TH EDITION (2020)
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />WALL w/ OUT UPLIFT
<br />SHEATHING AND FASTENERS
<br />N
<br />r TR`-011
<br />� A,
<br />MEE ;1: -111'.
<br />ELEV. VARIESji--\ I SEE TYP. WALL SECTION SCALE: 3/4"=V-0"
<br />-ALUM INUM DRI P
<br />EDGE
<br />-ALUMINUM FASCIA
<br />-2x SUB FASCIA
<br />-SEE STRUCTURAL
<br />SOFFIT SHEET SS
<br />8"x8"X1 6" 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 PTWD FURRING @24"O.C.-/
<br />1/2" GYPSUM WALL BOARD
<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 />CY)
<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 W/ 6
<br />W
<br />0-
<br />/-NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />"FIBERMESH"
<br />-
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />I
<br />C"!
<br />t_1
<br />D
<br />00
<br />Jill 111
<br />- - -
<br />6 M IL VAPOR"/
<br />50
<br />-1
<br />-
<br />BARRIER
<br />t> 4
<br />COMP. SOIL. :
<br />1104
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<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.
<br />4"
<br />V-8" (2 STORY)
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" V-0"
<br />OPT: DEPRESS SLAB 5 Y2"
<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 />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"x1 6" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=V-10"
<br />2x S.P.F. STU S 16" O.C.
<br />A
<br />I`__2x STUD
<br />8" C.M.U.
<br />/-,-l"xPT STUD
<br />#5 VERT. IN FILLED CELL
<br />5/8"4" "J" 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 />GRADE
<br />j
<br />_1 ILL,
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=11'4;
<br />SLAB INFORMATION.
<br />6 x 6 W1.4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"--.\
<br />A GRADE
<br />00 1 1=1 I 1=1 I F=I I 1:_ttl I I I I
<br />-
<br />-11-11
<br />(1) #5 REBAR W/ OPT.
<br />I= CRE.EN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 3/4"=V-101"
<br />S3
<br />BLOCK WALL BEYOND BLOCK WALL BEYOND
<br />1
<br />EXPANSION JOINT
<br />14" 13"
<br />O.H.D. RECESS -[O.H.D. RECESS
<br />r -=d�'n
<br />C1)
<br />/I A-
<br />4 4� 7 L ' . . . :: ..: 41. . .1
<br />A
<br />4
<br />7
<br />.1
<br />4: ..'� �%. ... ]1-,,
<br />"T
<br />:4" 60
<br />7ZI 0?
<br />4
<br />11, rP
<br />1=1 I F
<br />1=1 I F
<br />EL lm�l
<br />SEE A/S3 OR J/S6-"_li�1T_-jI
<br />FOR REINF. INFO.
<br />L,3" MIN. CLEARANCE
<br />Vi-4" (1 STORY) li-8" (1 STORYW/ DEPRESSED SLAB OPT.)
<br />V, -8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL INFORMATION.
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO.
<br />3" MIN. CLEARANCE
<br />1:4" (1 STqRY)
<br />1 -8" (2 ST RY)
<br />2
<br />GARAGE DOOR SLAB RECESS
<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" OIC EDGES, AND 12" O/C FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10-4- (R302.1 1)
<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 />-1
<br />C�
<br />E
<br />C7 .6 .>
<br />qI t,
<br />6 MIL VAPOR I
<br />-
<br />11 :
<br />COMP. SOIL. (COMPACTED TO
<br />95% MODIFIED PROCTOR ASTM
<br />D1557)
<br />_7v�_ _7v�_
<br />5/8"OR 112" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />_7v�_ _70-
<br />17_1��I ---- I _1752_1
<br />\-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8"OR 112" HIGH STRENGTH
<br />(U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />(U.N.O.) (OR Y8" GYP. TYPE "X" @
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL)
<br />ABOVE) GARAGE W/A HABITABLE ROOM
<br />SEE UPLIFT SCHEDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE)
<br />S.P.F. DOUBLE CONNECTIONS. CONNECTIONS.
<br />TOP PLATE S.P.F. DOUBLE
<br />TOP PLATE
<br />SIMPSON SP2 w/
<br />(12) 10d 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 />(12) 1 Od NAILS U.N.O.
<br />1/2" CDX PLYWOOD OR 7/16" 0 S B.
<br />SHEATHING REQ'D. FOR ALL . . . x 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'-0" (R302.1 1) 2"x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1 V-0" (13302.11)
<br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITEN HD @ 24"
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />3/8" MORTAR BETWEEN
<br />EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY"
<br />SLAB & BLOCK IMPSON SP1 w/ (10) 1 Od NAILS
<br />SIMPSON SP1 w/ (10) 1 Od NAILS
<br />IF NOTED, THIS REFERS TO THE
<br />5/8"' x 10" "J" BOLT @ 24" O.C. W/
<br />2"'x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />ELEV. O.-011 (ALT: 1/2"xl 2" TITEN HD @ 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 x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4
<br />211
<br />@ 24" O.C.) ATTACHMENTS /21' WWF OR FIBERMESH
<br />F OR FIBERMESH 3 1/2" M
<br />ELEV. 4-3 1/2" z 3 1/2" MIN. I IN.
<br />I I . LWW If
<br />00
<br />1/2"(min.)- 4" 1/2"(min.)-
<br />rp 4"
<br />00
<br />1 F
<br />3112
<br />"(min)
<br />-
<br />(2) #5 CONT.
<br />4- V-4" 8'�
<br />MIN.
<br />U.N.O.
<br />TYPICAL BEARING WALL 0) STEP (�D SHEARWALL
<br />"SHEAR WALL"
<br />SCALE: 3/4"=V-0"
<br />_�\v
<br />?C:b
<br />2x STUDS @ 16" O/C
<br />4\ N, bos
<br />INSULATION PER FBC AND ENERGY
<br />FORM SUBMITTED WITH PERMIT
<br />APPLICATION
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />3RD LAYER 1/8" THICK. K.O. BLOCK
<br />SIMPSON SP1 W/ (10) 1 Od NAILS @ EA. STUD
<br />20" MIN, LAP [24" MIN. LAP]
<br />2X PT PLATE #5 REINFORCING
<br />BAR
<br />WEEP SCREED INSTALLED Zj -7-1m
<br />PER MFR INSTRUCTIONS
<br />'�'-93 OR U4 REINFORCING BAR
<br />GRADE 40 M�N. Fy= 40ks!
<br />#3 & #4 LAP SPLICE
<br />[GRADE 60 M N. Fy- 60ksi]
<br />FINISH GRADE aO 2 25" MIN. LAP [30" MIN. LAP]
<br />0? �777 771 ��A
<br />� - �R �f 1-1 z #5 REINFORCING BAR
<br />1_1 I 1=1 I I= R 17/8"
<br />T rE_'-ff 71-- -1
<br />T= M #5 LAP SPLICE
<br />4" V-4"
<br />TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SCALE: 3/4"=1'_0
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />P. 1/2" GYP. BD.
<br />T.2x
<br />2"
<br />1/2" FROM SLAB
<br />HOLD GYP. BD.
<br />CONT. BEAD SEALANT
<br />I _7
<br />A -, <
<br />A INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />1 4
<br />-3 1/2"
<br />�4 , 17�
<br />A 4-
<br />GARAGE
<br />GYPSUM WALLBOARD U.N.O.
<br />CONCRETE NAILS W 1 1/2'
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />EMBEDMENT @ 12" O.C.
<br />-----INSULATION PER CHART
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE ON FLOOR PLAN
<br />(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT
<br />TENSION 120#) CONCRETE SLAB
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBE
<br />RMESH c,
<br />0? E
<br />Z
<br />I nrzfiS
<br />-M _41011 A
<br />BARRIER
<br />4" 41'
<br />INTERIOR WALL SLAB STEP NON-BRG. K'��K
<br />SCALE: 3/4"=V-0"
<br />S3
<br />36" MIN. LAP [36" MIN, LAP] XXI
<br />\/XX77
<br />IXXX'
<br />101,
<br />1x./ IXY/ xxx/ xxx11
<br />'-#6 REINFORCING 13AR #5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />REBAR DETAILS K'F�
<br />SCALE: N.T.S.
<br />FRAME -DOWN FALSE BEAM W/ (3)
<br />1 Od NAILS TO TRUSS TOP CHORD
<br />N FOR AT 24" O.C. MAX.
<br />SEE PLA
<br />TOP OF BEAM
<br />- f
<br />(2) HTS20
<br />01-0
<br />SEE PLAN
<br />.
<br />(2) #5 CONT.
<br />4"_
<br />M 11
<br />U.N.O.
<br />STEP
<br />TYPICAL BEARING WALL
<br />QU-)
<br />SCALE: 3/4"=V-0"
<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 />BOLTS 6" MAX FROM
<br />9
<br />0 END OF 2"x PLATE
<br />Llj
<br />2 IL
<br />.1
<br />CL
<br />U)
<br />Llj
<br />vv'
<br />R
<br />,F �M\
<br />SEE ROOF PLAN
<br />FOR TRUSS
<br />CONNECTION INFO
<br />& LAYOUT DESIGN
<br />SEE ROOF PLAN
<br />0?
<br />FOR STRUCTURAL
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />2X4 #2 SYP P.T. FRAMING W/
<br />MIN 7/16" O.S.B. SHEATHING
<br />ATTACHED PER NAILING
<br />SCHEDULE
<br />SEE PLAN FOR STRUCTURAL
<br />CONNECTION INFO.
<br />COLUMN SIZE AND BASE
<br />SECURE 2X4 P.T. BTM. PLATE
<br />w/ 1/4"x3" TAPCONS
<br />AT 8" O.C.
<br />-TRIM PER PLAN
<br />SQUARE CMIJ BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />W/ MIN. (2) #5 VERTICALS
<br />FILLED SOLID (SEE PLAN FOR
<br />SIZE AND REINFORCEMENT)
<br />-BRICK PAVERS or SLAB PER
<br />COMMUNITY SPECS
<br />TAPERED COLUMN FRAMING
<br />SCALE: 3/41' � V-0"
<br />(2) #5 CONT.-
<br />..
<br />ON 3" CHAIRS
<br />81,
<br />(TYP.) 11-411
<br />cc
<br />S3
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />1 V-0" (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 C-4
<br />;;
<br />WWF OR FIBERMESH
<br />C?
<br />iT1=1VI I
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFT
<br />G�
<br />SCALE: 3/4"=V-10"
<br />�3
<br />VARIES
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />S.G.D. (U.N.O.)
<br />SEE A/S31J/S6 8"
<br />FOR REINF. INFO.
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SLAB STEP & RECESS (.5 S.G.D.
<br />rM
<br />SCALE: 31 -0"
<br />11
<br />MASONRY WALL AND I
<br />PAD FOOTING
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS c�
<br />TO FOUNDATION PAD E
<br />MAT REINFORCING. Q
<br />CONT. FOOTING ST
<br />EEL
<br />z GRADE
<br />00
<br />js - I _,T1__ 1! -
<br />Z
<br />LU
<br />-Ti
<br />1
<br />1.3 0
<br />LU 4
<br />F- h:
<br />0
<br />0 Uj (n z
<br /><
<br />U_ 0
<br />00 <
<br />FOOTING
<br />L-1 I =5 i _--i
<br />BEYOND
<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />(SEE SCHEDULE)
<br />FOOTING WIDTH
<br />SEE SCHEDULE
<br />OLUMN FTG. DETA
<br />C IL rN
<br />SCALE: N.T.S.
<br />C:)
<br />6
<br />0
<br />CLQ C'q
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<br />C:
<br />O�w
<br />To the best of the Engineers 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 />CD
<br />JOB
<br />NO: 21-01148-01143
<br />SCALE
<br />AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />__j
<br />
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