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<br />C'4
<br />C=1
<br />V)
<br />2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS
<br />INTERVALS NOT EXCEEDING
<br />@ 16" 0. C. W/ (2)
<br />10-4- (R302.1 1)
<br />FOR UNDERLAYMENT
<br />16dTOENAILST&B
<br />REQUIREMENTS SEE R905.1.1
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />PRE ENGINEERED WOOD
<br />APPLICABLE.
<br />TRUSS @ 24" O.C. U�N.O.
<br />2x P.T. PLATE
<br />1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
<br />ROOF FLASHING AND ROOF FLASHING
<br />HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2 x PLATE ::E
<br />COMPONENTS TO BE IN ACCORDANCE
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. ON 3" -\�\
<br />FN
<br />6 x 6 W1.4 x W1.4
<br />w/ R903.2, FLORIDA BUILDING CODE.
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.)
<br />WWF OR FIBERMESH co
<br />FTH EDITION (2020) RESIDENTIAL
<br />MOISTURE BARRIER
<br />SHINGLE ROOF, SHINGLES TO
<br />I> c?
<br />BE IN ACCORDANCE w/ ASTM
<br />D7158-CLASS G or H, or ASTM
<br />12
<br />D3161-CLASS F, IN
<br />ACCORDANCE w/ TABLE
<br />Z(TYP.) V
<br />P71 ARIES
<br />KVUb.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION
<br />(2020)
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />INSULATION LE
<br />SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS
<br />WALL w/ OUT UPLIFT rG G
<br />SEE TYP. WALL SECTION
<br />PI PV VAPIPR4
<br />5/8" OR 1/2" HIGH
<br />STRENGTH CEILING
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />ALUMINUM DRIP
<br />EDGE
<br />LUMINUM FASCIA
<br />W/A HABITABLE ROOM
<br />12" N.O. 2x SUB FASCIA
<br />ABOVE) W/DRYWALL
<br />SCREWS @ 7 O.C.
<br />EESTRUCTURAL
<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 WIGROUT
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />STD. 90-HOOK (SEE DETAIL)
<br />TYPE 'IS" MORTAR
<br />ARCHITECTURAL
<br />INISH
<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 />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONIC. SLAB
<br />co
<br />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />U)
<br />Q
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />Uj
<br />/-NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />00
<br />co
<br />6 MIL VAPOR
<br />BARRIER 4
<br />:2�
<br />I>
<br />C14
<br />COMP. SOIL.
<br />(COMPACTED TO 9b%
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />MIN. CLR.
<br />(2) #5 REBAR CONT.. (1 STORY)
<br />ON 3" CHAIRS TYP. STD. 90 HOOK (SEE
<br />U.N.O. 4" (2 STORY DETAIL)
<br />----------
<br />TYPICAL WALL SECTION rA
<br />SCALE: 3/4" = V-0" Q3
<br />OPT: DEPRESS SLAB 5Y2"
<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 />TF
<br />A"
<br />0?
<br />r
<br />Pm
<br />= F
<br />SEE A/S3 OR J/S6 01--
<br />11 -1 111 -
<br />FOR REINF. INFO. . MIN. CLEARANCE
<br />1'4" (1 STORY) 1 V-8" (1 STORYw/ DEPRESSED SLAB OPT,)
<br />Vff' (2 STOR) )
<br />GARAGE DOOR SLAB RECESS
<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)10d 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 />00
<br />7- -+5: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 Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (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 />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 wl TOP PLATE
<br />(12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C, U.N.O. SIMPSON SP2 w/ "x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O.
<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" TITE N H D @ 24"
<br />SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"xl O'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 I "11� "SIMILAR AT FOUNDATION ONLY" IMPSON SP1 wl (10) 10d NAILS
<br />5/8"' x 10" "J" BOLT @ 24" O.C. W/ - SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE S
<br />2x3/16" PLATE WASHER ffy�P..) STEP, SIZE OF FOUNDATION AND
<br />Cl)
<br />ELEV. 0'-0" OIL (ALT: 1/2"xl 2" TITE N H D @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x 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
<br />@ 24" O.C.) 2111 WWF OR FIBERMESH ATTACHMENTS 2v' WWF OR FIBERMESH
<br />E LEV. 4-3 1/2" Z 3 1/2" MIN. 1 3 1/2" MIN. /6 x 6 W1.4 x W1.4
<br />A.F.F.
<br />4 2x4 CONT U_
<br />L
<br />C) T 2
<br />C,4 T� 1/9"(min 4" "on.) 4
<br />41 00 00
<br />-.1117-11 M . I I EEI I I
<br />3 1/2"(1 41 T r=11 -1 UI FI I P_
<br />GARAGE DEPTH VARIES min L 4 7- 4",7--1rF---I 1-11.
<br />4 Ai -IFF
<br />4
<br />(2) #5 4"_ 4"'
<br />T.1 CONT.
<br />(2) #5 CON r
<br />4" V-4" 8 U,N.O. MR
<br />GARAGE SLAB AT STEP f"' �B U.N.O. MIN. TYPICAL BEARING WALL @ STEP
<br />TYPICAL BEARING WALL P STEP (@ SHEARWALL rc rc C
<br />SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" � S3 SCALE: 3/4"=V-0" � S3
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2x S.P.F. STU S @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C OW11",
<br />,4 0\ N 6os
<br />2x STUD INSULATION PER FBC AND ENERGY
<br />2x BLOCKING HORIZONTALLY@
<br />81, C.M.U. FORM SUBMITTED WITH PERMIT NOTE: INTERVALS NOT EXCEEDING
<br />1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION SEE SECTION C/S3 FOR 1 U-101" (R302.1 1)
<br />#5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION
<br />111- 10'-0" (R302.1 1)
<br />C'4 LAYERS W/ TOTAL THICKNESS 7/8" OVER -1/2" GYP. WB (MIN.) @ GARAGE
<br />5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3116" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. I@ K.O. BLOCK -J 10d NAILS
<br />@ 24" O.C. VERT. OR 2x P.T. PLATE 5/8"DIA , EXPANSION BOLT @24
<br />5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD 7 O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />(6) 1/4"x3 1/4" TAPCONS x 3500#, MIN. TENSION 2600#)
<br />6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING X SPACE ANCHOR
<br />SPACED EVENLY
<br />FIBERMESH BOLTS 6" MAX FRO 6 x 6 W1.4 x W1.4 C�
<br />WEEP SCREED INSTALLED BAR x ;� i�
<br />;1-7 Uj END OF 2" x PLATE WWF OR FIBERMESH
<br />X 0 C0
<br />ASSUMED FINISHED PER MFR INSTRUCTIONS '�#3 OR #4 REINFORCING BAR Uj
<br />---2x P.T. PLATE
<br />E
<br />GRADE40MIN. y=40ksi
<br />;2� #3 & #4 LAP SPLICE X
<br />F _j
<br />�GRADE a -
<br />(GRADE 60 MIN. Fy= 60ksi] x CD
<br />FINISH GRADE 60 2 25" MIN, LAP 130" CL 1>
<br />2� co tj I MIN. LAP]
<br />LU
<br />00 ML X
<br />X
<br />LU
<br />00 x Cn
<br />6 MIL VAPOR BARRIEF
<br />#5 REINFORCING BAR
<br />z
<br />x
<br />-I [��I I F-I I I R 17/8"
<br />TI-1 1 -m I- !I= K :iTHE Fir: #5 LAP SPLICE 1<
<br />iij_[l M (2) #5 CON
<br />=1 1 1=1 1 _-:_-1 11 1 1 �9h, EON Bull =121 I F�I 36" MIN. LAP [36" MIN. LAP]
<br />Ulm---11 rTujil, I, X/<'
<br />ON 3" CHA
<br />COMP. SOIL. (COMPACTED To 1 8' V-41' 8"
<br />95% MODIFIED PROCTOR ASTM (TYP.)
<br />10"
<br />D1557) 2111
<br />-77� 1
<br />......... ...
<br />A" #6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />1- 7 TYPICAL INTERIOR BEARING
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD"'� TYPICAL EXTERIOR FRAME WALL FOOTING K"E� REBAR DETAILS Ko" F� WALL w/ UPLIFT 1/11, �_
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />6x6W1 ' 4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />0 n.) 4"--,,
<br />00
<br />Lv/ .0 / I .- Id. 2 . I f1_0Ar)r_
<br />I I f FF, L11F'
<br />EBAR w/ OPT.
<br />CRE.EN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 3/4"=1'-0" � S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13" .9
<br />O.H.D. RECESS
<br />co
<br />T N" I I R_.
<br />:��I I IEE�l I= 00
<br />4",
<br />F11 4-1 _.M - " % " � 1-
<br />LA
<br />SEE A/S3 OR J/S6 -
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V-4" (1 STORY)
<br />1 -4' (2 STC RY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL INFORMATION.
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION,
<br />SCALE: 3/4"=V-0" SCALE: N.T.S. SCALE: 3/4"=V-0"
<br />1/2" GYP. 130.
<br />P.T. 2x
<br />HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />01 CONT. BEAD SEALAIN
<br />-01,
<br />. A <
<br />INTERIOR
<br />-31/2's
<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 SLAB---,- t
<br />60
<br />E
<br />6
<br />BARRIER
<br />ARIE
<br />SEE PLAN
<br />11/2" RECESS FOR 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.) WWF OR FIBERMESH
<br />I
<br />1 Od NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />4
<br />4
<br />AT 24" O.C. MAX,
<br />x CONNECTION INFO
<br />SEE PLAN FOR J111
<br />& LAYOUT DESIGN
<br />TOP OF BEAM 4V
<br />(2) HTS20
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />...
<br />N
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />Aly
<br />T.
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING SEE A/S31J/S6 8"
<br />z ATTACHED PER NAILING FOR REINF.1141 CI.
<br />0
<br />l__ SCHEDULE OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SEE PLAN FOR STRUCTURAL SLAB INFORMATION,
<br />LU
<br />COLUMN SIZE AND BASE
<br />Uj
<br />LU
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS (5) S.G.D. rM
<br />U)
<br />SCALE: 3/4"=V-0" 1\ �3
<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 />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 />L)
<br />SQUARE CMU BLOCK BASE,
<br />MAT REINFORCING.
<br />CONT. FOOTING STEEL-\�L
<br />ON FLOOR PLAN
<br />LU
<br />SIZE VARIES PER PLAN
<br />MIN. #5 VERTICALS
<br />9
<br />CONT. BEAD SEALANT
<br />U.1
<br />w/ (2)
<br />00 GRADE --A
<br />2
<br />_j
<br />FILLED SOLID (SEE PLAN FOR
<br />1 7 i i
<br />6 x 6 W1.4 x W1.4
<br />LU
<br />LU
<br />SIZE AND REINFORCEMENT)
<br />LU 71 i
<br />0 _j
<br />WWF OR FIBERMESH
<br />LU
<br />(n
<br />LU
<br />a- LU L)
<br />-41
<br />A
<br />BRICK PAVERS or SLAB PER
<br />14
<br />LU z
<br />0 LU U) = - -1 � !-I
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<br />10
<br />COMMUNITYSPECS
<br />1
<br />U) - . I M <
<br />- 11 ILLI��Ll F�,-I 1111 I=-
<br />0-0 FIN. FILM,-&
<br />14" 14"
<br />INTERIOR WALL SLAB STEP NON-BRG. rK
<br />SCALE: 3/4"=V-0" ��S 3
<br />0
<br />0
<br />kxj
<br />LU
<br />FOOTING
<br />-Ti BEYOND
<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL �N
<br />SCALE: N.T.S. � �3_
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<br />To the best of the Engineers knowledge, information and belief,
<br />the structural
<br />plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential
<br />7th Edition. Engineers signature and seal is only for
<br />the structural
<br />engineering portions of the drawing pages bearing
<br />Engineers
<br />signature and seal,
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<br />NO: 22-06472
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