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C)
<br />�2
<br />CO
<br />I
<br />L0
<br />C)
<br />C:>
<br />CAD
<br />I
<br />t2
<br />Cli
<br />WE
<br />:19
<br />C14
<br />C:)
<br />I
<br />0
<br />I
<br />E
<br />E
<br />0
<br />C'4
<br />CD
<br />C14
<br />C'4
<br />(=5
<br />S14
<br />Lo
<br />45
<br />16
<br />L'i
<br />8l 6" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />FOR UNDERLAYMENT
<br />2x #2 SPF STUDS
<br />@ 16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />V
<br />F2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />1 0'-1 (R302.1 1)
<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 & c�
<br />ROOF FLASHING AND ROOF FLASHING
<br />HURRICANE ANCHOR @ EACH
<br />@ 6" I'll FROM END OF 2 x PLATE
<br />COMPONENTS TO BE IN ACCORDANCE
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. ON 3"
<br />6 x 6 W1.4 x W1.4
<br />Ill l FLORIDA BUILDING CODE
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.)
<br />WWF OR FIBERMESH Cl)
<br />7TH EDITION (2020) RESIDENTIAL
<br />MOISTURE BARRIER
<br />v
<br />SHINGLE ROOF, SHINGLES TO
<br />BE IN ACCORDANCE wl ASTM
<br />9
<br />D7158-CLASS G or H, or ASTM
<br />D3161-CLASS F, IN
<br />12
<br />ACCORDANCE w/ TABLE
<br />(TYP.) VARIES
<br />R905 2.6.1, FLORIDA BUILDING
<br />CODE' 7TH EDITION
<br />-
<br />(2020)
<br />8"
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />INSULA � 4 LE
<br />SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<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 />SHEATHING AND FASTENERS WALL W/ UU I UFLI11-- I
<br />ELEV. VARIESII SEE TYFI WALL SECTION SCALE: 3/4"=V-10"
<br />-ALUMINUM DRIP
<br />EDGE
<br />-ALUMINUM FASCIA
<br />-2x SUB FASCIA
<br />-SEE STRUCTURAL
<br />SOFFIT SHEET SS
<br />- 8"l 6" KNOCK -OUT
<br />BLOCK W/ 1 #5 CONT.
<br />FILLED SOLID W/GROUT
<br />-8" C.M.U. TYPICAL
<br />-TYPE 'IS" MORTAR
<br />-ARCHITECTURAL
<br />FINISH
<br />1x2 PTWD FURRING @24"O.C.-/�N
<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 />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/ I
<br />/—NOTE:EXTEND
<br />W1AXW1.4 WWF OR
<br />DECO FINISH 4" to IY
<br />"IFIBERMESH"
<br />Z
<br />BE LOW GRADE
<br />;2�
<br />00
<br />6 MIL VAPOR-/
<br />80
<br />BARRIER 4
<br />COMP. SOIL. IT
<br />(COMPACTED TO 95% EE
<br />MODIFIED PROCTOR 'T 1-1
<br />7
<br />ASTM D 1557)
<br />3" MIN. Cl
<br />(2) #5 REBAR CONT._/
<br />ON 3" CHAIRS TYP. �1 '-4" (1 STORY)
<br />STD. 90 HOOK (SEE
<br />U.N.O. 4" V-8" (2 STORY)
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />Ii'll �A
<br />SCALE: 3/4" = V-10"
<br />�3
<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" O.H.D. RECESS
<br />PAVEl
<br />T Cl)
<br />60
<br />4
<br />IF
<br />:=T
<br />f l
<br />SEE A/S3 OR J/S6 Lll L117-11hi-li -
<br />I T,
<br />FOR REINF, INFO, 3" MIN. CLEARANCE
<br />114" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STOl
<br />4.—
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL INFORMATION.
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=V-10"
<br />\11n
<br />2xS.P.F.ST DS 16" O.C.
<br />2x STUD
<br />LOAD BEARING OR
<br />EXTERIOR WALL
<br />8" C.M.U.
<br />1"x P T STUD
<br />#5 VERT. IN FILLED CELL
<br />SEE CC/S3 OR
<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"11/4" TAPCON S
<br />*SIMPSON SP1
<br />SPACED EVENLY
<br />w/ (10) 1 Od NAILS
<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 />z
<br />NOTE:
<br />*FOR BEARING WALL
<br />CN
<br />W/ UPLIFT ONLY
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/411=1'-O"
<br />SLAB INFORMATION.
<br />6 x 6 W1.4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"\ z GRADE
<br />A
<br />00
<br />F1 RHEELI �E:i r=
<br />;L ! 1 �r= 1 [=�
<br />IE�I a T7
<br />... ... 1-7
<br />I�Ed I FEI I 1=1 I F�,I I 1=1 Lt. #5 REBAR Ill OPT.
<br />I.F EN ENCLOSURE
<br />QRE ... ..
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 3/4"=V-10" "i S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13" .9
<br />O.H.D. RECESS
<br />C1)
<br />A 4 4
<br />Cl)
<br />80
<br />t4" I
<br />SEEA/S30RJ/Sll L'i _LI _l1I I =,. 4-1-4 51 1_11l
<br />FOR REINF. INFO. L 3" MIN. CLEARANCE
<br />V-4" (1 STORY)
<br />1 '-8" 1 ST 2 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 />_Tl
<br />5/8"OR 1/2" HIGH STRENGTH
<br />�V7
<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 Ill
<br />(12) 10d NAILS
<br />1/2" CDX PLYWOOD OR 7/16" O.S. B.
<br />SHEATHING REQI 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 I BLOCK EDGES, AND @ 12" O.C. @ FIELD
<br />5/8"' x 10" "J" BOLT @ 24" O.C. W/ —1
<br />2"'x3/16" PLATE WASHER (TYP.)
<br />ELEV. 0'-0" Al (ALT: 1/2"x`12" TITEN HD @ 24"
<br />A. F.F. O.C. OR 5/8"1 O'WEDGE ANCHOR
<br />@ 24" O.C.) 21'
<br />z 3 1/2" M IN.
<br />ELEV. 4-3 1 'Z'
<br />A. F F
<br />U_
<br />CN
<br />oo vit
<br />7/l
<br />_-NIIIII'll
<br />--FAF
<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 1PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ONNECTIONS. CONNECTIONS,
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />21 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) 1 Od NAILS
<br />2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" Ill BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />NOT EXCEEDING 101 (l 1) 2-0/16" PLATE WASHER (TYP.) NOT EXCEEDING 101 (R302.1 1)
<br />(ALT: 112"x12" TITEN HD @ 24"
<br />INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"xl O'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN
<br />@ 24- O.C.) ",�I
<br />SIMPSON SP1 Ill (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 Ill (10) 1 Od 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 6x6W1 4xW1.4
<br />WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH
<br />3 1/2" MIN.
<br />41 , M=I I 1=1 1 Il 1/2"(min.) 4-� 1/2"(mil 4-
<br />00
<br />3117(mil LIF11�, 11 IEI I F:7FE
<br />F,,L EE] 1 4., -,11 IFFLI I�
<br />__W 7
<br />7f 4"
<br />(2) #5 CONT. 4" 1 1'4' 8" (2) #5 CONT. 1� ...
<br />U.N.O. MIN. U.N.O. MIN.
<br />TYPICAL BEARING WALL (@ STEP (@ SHEARWALL Ill �C TYPICAL BEARING WALL @ STEP
<br />"SHEAR WALL"
<br />SCALE: 3/4"=V-0"
<br />Go 't".
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x BLOCKING HORIZONTALl
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.1 1)
<br />2x STUDS@ 16" O/C
<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 />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 nOOK DETAIL
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8"THICK.
<br />@ K.O. BLOCK
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />2X FIT PLATE
<br />20" MIN. LAP [24" MIN. LAP] #5 REINFORCING
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />r- BAR
<br />PER MFR INSTRUCTIONS
<br />_#3 OR #4 REINFORCING BAR
<br />GRADE 40 MIN. l 40ksi
<br />#3 & #4 LAP SPLICE
<br />I>
<br />�'.
<br />FINISH GRADE 00 M
<br />25"MIN. LAP l MIN. LAP] [GRADE 60 MIN. Fv= 60ksil
<br />t>
<br />6 MIL VAPOR BARRIE'l R, Ill.
<br />..
<br />rf�
<br />7717— ,
<br />lxx� �X,14 ��A 1�11 1�1.
<br />R 17/8"
<br />#5 REINFORCING BAR
<br />0.5 1 All Irl
<br />COMP. SOIL. (COMPACTED TO
<br />95% MODIFIED PROCTOR ASTM
<br />TM� I I 1�-�17
<br />D1557) —HiLl
<br />4" 1 11
<br />TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 314"=V-0"
<br />SLAB INFORMATION.
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />2 HOLD GYP. Bl
<br />1/2" FROM SLAB
<br />01 CONT. BEAD SEALAI
<br />-01,
<br />INTERIOR
<br />-3 1/2"
<br />'A
<br />CONCRETE NAILS W 1 1/2"
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#) CONCRETE SLAB--.
<br />4
<br />F_
<br />6 OR
<br />BARRIER
<br />[ 4" 14"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/,l
<br />- 2X STUDS @ 24-1 O.C. U. N.O.
<br />GARAGE
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />ON FLOOR PLAN
<br />CONT. BEAD SEALANT
<br />x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />1�,
<br />-A
<br />K
<br />S3
<br />SCALE: 3/41 'I'll S3
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 w/ (10)
<br />vy' I v'
<br />10d NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />BOLTS 6" MAX FROM
<br />I AT
<br />W END OF 2" x PLATE
<br />W
<br />U)
<br />I>
<br />W
<br />W
<br />Cn
<br />(2) #5 C011 1=1 lj7-=[ 111
<br />... U
<br />ON 3" CHAIRS
<br />(TYP.) 8" 1'4"
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'4' il 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 CN C�
<br />WWF OR FIBERMESH
<br />9
<br />81,
<br />;;b I -All SPLICE TVPIrAl INIT PIOP PPAPIKIr,
<br />REBAR DETAILS F WALL w/ UPLIFT rG
<br />SCALE: N.T.S. �3 SCALE: 3/4"=V-0"
<br />VARIES a I I A 1 A
<br />SEE PLAN
<br />FRAME -DOWN FALSE BEAM W/ (3) SEE ROOF PLAN
<br />1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />AT 24" O.C. MAX. x CONNECTION INFO
<br />1 114 nF_iIII Fill
<br />S.G.D. (U.N.O.)
<br />[ A , A
<br />WWF OR FIBERMESH
<br />4
<br />4
<br />SEE PLAN FOR X
<br />cl�l
<br />& LAYOUT DESIGN
<br />TOP OF BEAM
<br />SEE ROOF PLAN
<br />4
<br />(2) HTS20 FOR STRUCTURAL
<br />00
<br />q C')
<br />. . . . . . . . 7
<br />BEAM SIZE &
<br />Tff.
<br />CONNECTION INFO
<br />.1 1
<br />2X4 P.T.
<br />PLATE
<br />7/16"
<br />O.S.B.
<br />-JES-PAN
<br />COLUMN LOCATION
<br />7 0
<br />M-1
<br />2x4 #2 SYP P.T. FRAMING w/
<br />SEE A/S3/J/S6 I . I I I I
<br />MIN 7/16" O.S.B. SHEATHING
<br />8"
<br />z
<br />0
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />l
<br />SCHEDULE
<br />W
<br />§
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />Uj
<br />COLUMN SIZE AND BASE
<br />LU
<br />LU
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS (@ S.G.D. Ill
<br />SCALE: 3/1
<br />OCYHOC: ') A D T DThfi 131 ATC:
<br />SEE DETAIL /D1 F R
<br />A. .
<br />Il 1/4"x3" TAPCONS AT 8"
<br />COLUMN TO PORCH SILL
<br />O.C.
<br />MASONRY WALL AND
<br />ATTACHMENTS & 18/l
<br />PAD FOOTING
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />ATTACHMENTS
<br />EXTEND FILL CELLS
<br />I
<br />TO FOUNDATION PAD E
<br />z
<br />0
<br />CONT. FOOTING STEEl
<br />C/)
<br />LU
<br />SIZE VARIES PER PLAN
<br />Cl)
<br />w/ MIN. (2)#5VERTICALS
<br />00 Z
<br />2
<br />GRADE
<br />du
<br />FILLED SOLID (SEE PLAN FOR
<br />1
<br />7
<br />=
<br />UJ
<br />SIZE AND REINFORCEMENT)
<br />U-1
<br />0 _j
<br />7-1
<br />Z M
<br />LU 0
<br />LU
<br />5:
<br />LU
<br />BRICK PAVERS or SLAB PER
<br />0 LU U) LU
<br />00
<br />COMMUNITYSPECS
<br />U_
<br /><
<br />U -0 r I N. r L I'l. (�Ift
<br />lqv -
<br />An"I
<br />SCALE: 3/4" V-0"
<br />'�--FOOTING
<br />PAD REINFORCEMENTJ - BEYOND
<br />3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL �N
<br />SCALE: N.T.S. �3_
<br />Cl
<br />C*�j
<br />cm
<br />C'm
<br />CM
<br />-I CM I
<br />I
<br />5.
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<br />CD
<br />Op
<br />,elf
<br />To the best of the Engineer's 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 tructural engineering portions of the drawing pages bearing
<br />Engineer's
<br />signature and seal.
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<br />cu
<br />z
<br />:3
<br />E Il
<br />1
<br />in
<br />M
<br />E
<br />0 0
<br />I _j
<br />< 0 1
<br />_j
<br />JOB
<br />NO:
<br />23-06135
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />-F-----T- __ - F_ -I I 1 1, - _. i _17- I I F_ I . I I I . I I I I �, I [I I I I � r 11 r I - A I- - I - - I
<br />
|