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<br />/-2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS
<br />INTERVALS NOT EXCEEDING
<br />@ 16" 0. C. W/ (2)
<br />10'-0" (R302.1 1)
<br />FOR UNDERLAYMENT
<br />16d TOENAILS T & 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" 01C &
<br />ROOF FLASHING AND ROOF FLASHING
<br />HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />COMPONENTS TO BE IN ACCORDANCE
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. ON TI
<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
<br />7TH EDITION (2020) RESIDENTIAL
<br />MOISTURE BARRIER
<br />SHINGLE ROOF, SHINGLES TO
<br />BE IN ACCORDANCE w/ ASTM
<br />D7158-CLASS G or H, or ASTM
<br />01, 1
<br />, 4 9
<br />/Ni
<br />I
<br />D3161-CLASS F, IN
<br />I I I III
<br />12
<br />ACCORDANCE w/ TABLE
<br />(TYP.) V
<br />ZZ-7 7P) ARIES
<br />R905.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION (2020)
<br />:Ell
<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 SCALE: 3/4"=V-0"
<br />k Q,� I
<br />ELEV. VARIESAJ["\
<br />5/8" OR 1/2" HIGH
<br />A
<br />ALUMINUM DRIP
<br />STRENGTH CEILING
<br />E
<br />EDGE
<br />BOARD PER CODE (OR 5/8"
<br />LUMINUM FASCIA
<br />L
<br />GYP. TYPE "X" @ GARAGE
<br />FA
<br />W/A HABITABLE ROOM
<br />12"
<br />2x
<br />N.O.. 2x SUB FASCIA
<br />ABOVE) W/DRYWALL
<br />EE STRUCTURAL
<br />E
<br />SCREWS @ 7" O,C.
<br />SC
<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
<br />'IS"
<br />MORTAR
<br />ARCHITECTURAL
<br />FINISH
<br />1x2 PT WD FURRING @ 24"
<br />1/2" GYPSUM WALLBOARD�A.2�
<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 />7
<br />4"x4" INSPECTION
<br />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONIC. SLAB
<br />cv)
<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/ 6X
<br />LU
<br />/-NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />co ;2�
<br />00
<br />6 MIL VAPOR
<br />1115
<br />:2�
<br />BARRIER -=I
<br />I
<br />4
<br />COMP. SOIL.
<br />.115
<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 />V-4" (1 STORY)l
<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 />BLOCK WALL BEYOND
<br />14"
<br />O.H.D. RECESS
<br />Cl)
<br />A
<br />`4- 411 60
<br />-1
<br />SEE A/S3 OR J/S6 --I _L1:T T TIJIT-10 1-11=1 P-ITF, II -I,--
<br />FOR REINF. INFO. L 3" MIN. CLEARANCE
<br />11'.4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />V.8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS ri _J�
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL INFORMATION.
<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 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 />8"x8"xl 6" NOM I NAL 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 />(U.N.O.)�(OR %" GYP. TYPE "X" @
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE)
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />SIMPSON SP2 w/
<br />(12) 10d NAILS
<br />1/2" CDX PLYWOOD OR 7/16" 0 ' 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
<br />4" O.C. @ BOUNDARIES, 6"O.C. @
<br />SLAB & BLOCK
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />5/8110 x 10" "J" BOLT @ 24" O.C. W/
<br />2"'x3/16" PLATE WASHER (TYP.)
<br />ELEV. 0'-0"
<br />(ALT: 1/2"xl 2" TITE N H D @ 24"
<br />O.C. OR 5/8"xl O'WEDGE ANCHOR
<br />A. F. F.
<br />@ 24"O.C.) 211
<br />ELEV. -0'-3 1/2"
<br />z
<br />3 1/2" MIN.
<br />0
<br />A.F.F.*�n
<br />U_
<br />Y�
<br />C:)
<br />�TF=T 1-1 �I /0
<br />7�F
<br />_7v`1_
<br />I L
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />-SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. 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/ 2"x S * P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(12) 10d NAILS U.N.O.
<br />-2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />NOT EXCEEDING 1 U-1)" (R302.1 1) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 104" (R302.1 1)
<br />(ALT: 1/2"xl 2" TITE N H D @ 24"
<br />-INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
<br />@ 24" O.C.)
<br />SIMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS
<br />IF NOTED, THIS REFERS TO THE
<br />STEP, SIZE OF FOUNDATION AND
<br />2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE
<br />6 x 6 W1.4 x W1.4 INCLUDE THE WALL x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH
<br />3 1/2" MIN. j6
<br />L � qr
<br />Elr= I 1�� .. T� 1/2"(m in.)- 4"
<br />A
<br />P� 1/2"(min.)- 4- _L L
<br />00 /0
<br />T�=:
<br />_T I r= I I=
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<br />- I
<br />L
<br />T=
<br />(2) #5 CONT. (2) #5 CONT, I ME, ;1, $1--111 1
<br />411 1-4" 81 tr
<br />U.N.O. MIN. U.N.O.
<br />TYPICAL BEARING WALL STEP S TYPICAL BEARING WALL @ STEP
<br />HEARWALL (�C C
<br />"SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" � S3
<br />1/2" OR 7/16" OSI3 MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2x S. P. F. STUDS 16" O.C.
<br />BOUNDARIES, 611 O/C EDGES, AND 12" O/C FIELD.
<br />STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS,
<br />2x STUDS @ 16" O/C
<br />,,,,-2x
<br />INSULATION PER FBC AND ENERGY
<br />81, C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />1 "x P.T. STUD
<br />2x BLOCKING HORIZONTALLY@
<br />APPLICATION
<br />- #5 VERT. IN FILLED CELL
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.1 1)
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />CN
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16"
<br />METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />5/8"x6" "J" BOLTS BOLT
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />@ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 w/ (110) 1 Od NAILS @ EA. STUD
<br />(6) 1/4"x3 1/4" TAPCONS
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />2X PT PLATE
<br />20" MIN. LAP 124" MIN. LAP]
<br />#5 REINFORCING
<br />SPACED EVENLY
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />I I
<br />BAR
<br />P.T. PLATE
<br />11�11 � 1 1. � I/ I I , .
<br />___2x
<br />FINISHED
<br />PER MFR INSTRUCTIONS
<br />N�"-#3 OR #4 REINFORCING BAR
<br />�ASSUMED
<br />GRADE
<br />z:E A.. t� I . \' D, , - ..
<br />1>
<br />I
<br />;2�
<br />FINISH GRADE 00 2
<br />#3 & #4 LAP SPLICE
<br />25" MIN. LAP [30" MIN. LAP]
<br />Y= S
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />00 0? �xx� XX-14 AA6 AAA\ AAA- AA,
<br />R 17/8"
<br />6 MIL VAPOR BARRIE
<br />T, I 111=11ER
<br />#5 REINFORCING BAR
<br />#5 LAP SPLICE
<br />=5
<br />36" MIN. LAP [36" MIN. LAP]
<br />_1 P 1 7 7 7 77 7 7 7-71
<br />95% MODIFIED PROCTOR ASTM
<br />D1557) -
<br />4" V-4"
<br />L-7 T i-'-'
<br />- � - -TT-,' -1 _111 iT.1 _111ii
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 314"=1'-0" 1\,'S,3
<br />SLAB INFORMATION.
<br />6x6W1 ' 4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"---\ 7�1 GRADE
<br />00
<br />-(1) #5 REBAR w/ OPT.
<br />I I -Li fil rLI WLIIIT NL-11MIL-11 FERL-11=11 r1i_1
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 3/4"=V-0" � S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13" O.H.D. RECESS
<br />4
<br />:d
<br />CY) I'
<br />121
<br />it il
<br />ao
<br />1511
<br />I EEI I FE
<br />V I U
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO. L 3" MIN. CLEARANCE
<br />1'4" (1 STORY)
<br />V-8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS ri
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S,
<br />ADDITIONAL INFORMATION. Q_
<br />Cl)
<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 />2 1/2" FROM SLAB
<br />CONT. BEAD SEALANT
<br />0101,
<br />INTERIOR
<br />'A . -3 1/2"
<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,,,,, -
<br />OP
<br />6 MIL VAPOR
<br />BARRIER ..-I I --
<br />11 W1=1 I I I =1 I -I I
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<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 />W END OF 2" x PLATE
<br />Ld
<br />U)
<br />j>
<br />ILL]
<br />W
<br />U)
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />1 U-0-I (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 E
<br />I Ll 5 9
<br />P
<br />rT�111�T I
<br />(2) #5 CONT.__
<br />ON 3" CHAIRS 0"
<br />1_77 .1 Nxx/ xxx/,xxx,Nxxy \xw/ L 10.1 (TYP.)
<br />_�--#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />REBAR DETAILS rF WALL w/ UPLIFT rG
<br />SCALE: N.T.S. �3 SCALE: 3/4"=V-0"
<br />SEE PLAN 1 1/2" RECESS FOR 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 />1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS I
<br />AT 24" O.C. MAX. x CONNECTION INFO 4
<br />SEE PLAN FOR /--hh x
<br />& LAYOUT DESIGN
<br />TOP OF BEAM VV SEE ROOF PLA
<br />N
<br />FOR STRUCTURAL I M
<br />(2) HTS20
<br />BEAM SIZE &
<br />A
<br />CONNECTION INFO Cl)
<br />115
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8"
<br />z ATTACHED PER NAILING FOR REINF. INFO.
<br />U) 0 OPTION #1
<br />SCHEDULE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SEE PLAN FOR STRUCTURAL SLAB INFORMATION.
<br />-
<br />_j
<br />LU
<br />COLUMN SIZE AND BASE
<br />LU
<br />LU
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS
<br />0" S.G.D. M�
<br />SCALE: 3/4"=V-0"
<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"xY TAPCONS
<br />MASONRYWALLAND
<br />::1
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />2
<br />AT 8" O.C,
<br />PAD FOOTING
<br />ATTACHMENTS & 18/D1
<br />-
<br />1/2" 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 />0
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING.
<br />ON FLOOR PLAN
<br />U)
<br />LU
<br />SIZE VARIES PER PLAN
<br />CONT, BEAD SEALANT
<br />w/ MIN. (2) #5 VERTICALS
<br />00 K
<br />GRADE
<br />L
<br />FILLED SOLID (SEE PLAN FOR
<br />J
<br />6 x 6 W1.4 x W1.4
<br />Uj
<br />LU
<br />SIZE AND REINFORCEMENT)
<br />LU
<br />0
<br />T_1�
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<br />LU
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<br />PAD REINFORCEMENTJ 3" MIN. CLEARANCE
<br />NDATION (SEE SCHEDULE) FOOTING WIDTH
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<br />AD INFO.
<br />SEE SCHEDULE
<br />TAPERED COIL . U . MN FRAMING (CD�12 PATIO COLUMN FTG. DETAIL (N
<br />SCALE: 3/4"= T-D" 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
<br />Florida Building Code -
<br />Residential
<br />7th Edition. Engineer's signature and seal is only for
<br />the structural
<br />engineering portions
<br />of the drawing pages bearing
<br />EngineeI`s
<br />signature and seal.
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<br />JOB
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<br />22-09401
<br />SCALE :
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<br />SHEET NO.
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