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<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12O.C. w/ (2)12d TOE NAILS
<br />BLOCKING @ 12 O.C. w/ (2) 12d TOE NAILS
<br />(OR %" GYP. TYPE @
<br />GARAGE W/A HABITABLE ROOM EACH END (W4N PARALLEL)
<br />.) EACH END (WHEN PARALLEL)
<br />GARAGE W/A HABITABLE ROOM
<br />GARAGE
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS.
<br />CONNECTIONS.
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />TOP PLATE
<br />S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES
<br />SIMPSON SP2 w/
<br />TOP PLATE
<br />2x BLOCKING HORIZONTALLY@
<br />(12)1Od NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />J� ��
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />IV
<br />(12)10d NAILS U.N.O.
<br />FOR UNDERLAYMENT
<br />@16" O.C. W/ (2) 10'-0" (R302.11)
<br />16d TOENAILS T & B
<br />-_� r - --
<br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11)
<br />5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11)
<br />REQUIREMENTS SEE R905.1.1
<br />INDICATED ON THE PLAN. ATTACH
<br />(ALT: 1/2"xl2" TITEN HD @ 24"
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />_
<br />_
<br />PRE ENGINEERED WOOD
<br />APPLICABLE.
<br />3/8" MORTAR BETWEEN
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
<br />@ 24 O.C.)
<br />TRUSS @ 24" O.C. U.N.O.
<br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />SLAB
<br />&BLOCK
<br />"SIMILAR AT FOUNDATION ONLY"
<br />ROOF FLASHING AND ROOF FLASHING
<br />COMPONENTS TO BE IN ACCORDANCE
<br />HURRICANE ANCHOR EACH
<br />@
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />(2) #5 CONT. ON 3" `„
<br />6 x 6 W1.4 x W1.4 r
<br />-- - - - - -
<br />7.-
<br />SIMPSON SP1 w/ (10) 1 Od NAILS
<br />5/8"° x 10" "J" BOLT @ 24" O,C. W/
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />SIMPSON SP1 w/ (10) 1 Od NAILS
<br />IF NOTED, THIS REFERS TO THE
<br />STEP, SIZE OF FOUNDATION AND
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.) WWF OR FIBERMESH °'
<br />I " _�
<br />ELEV. 0'-0"
<br />(ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE
<br />REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />7TH EDITION (2020) RESIDENTIAL
<br />MOISTURE BARRIER
<br />A.F.F.
<br />0 C OR 5/ "x
<br />O.C.8 10 WEDGE ANCHOR 2 " x 6 W1.4 x W1.4
<br />"
<br />INCLUDE THE WALL
<br />6 x 6 W1.4 x W1.4
<br />°
<br />SHINGLE ROOF, SHINGLES TO
<br />a
<br />-
<br />co
<br />@ 2 O.C.) WWF OR FIBERMESH
<br />ATTACHMENTS 2"
<br />MENTS WWF OR FIBERMESH
<br />HBE
<br />IN ACCORDANCE w/ ASTM
<br />G H, ASTM
<br />_
<br />IL —
<br />I q
<br />i I I
<br />Aa
<br />z
<br />ELEV. -0'-3 1/2'D7158-CLASS
<br />31/2"MIN.
<br />31/2" MIN.
<br />12
<br />or or
<br />D3161-CLASS F, IN
<br />I
<br />I I
<br />'I-I�� I ° I'
<br />' I I I I- I I I I -I I
<br />2x4 FONT.
<br />o—
<br />A.F.F. p
<br />IL
<br />° P'31/2"(min.)-
<br />F -
<br />-
<br />ACCORDANCE w/ TABLE
<br />R905.2.6.1, FLORIDA BUILDING
<br />f L=I =I
<br />�L Ir�- II I III
<br />I I
<br />o
<br />p ° ° .. -- 4"
<br />O° n - I�r
<br />•
<br />p ° -�T 1/2"(min.)- 4"
<br />°° `' -
<br />(TYP.
<br />VARIES
<br />CODE 7TH EDITION (2020)
<br />-1 �i i IJTI I I II t
<br />lr[I
<br />GARAGE
<br />DEPTH VARIES
<br />-
<br />31/2"(min. - 4" - _-_ _
<br />31/2"(min.) - 4" - _ _-�I �_
<br />RESIDENTIAL
<br />8
<br />-` 1T1—III
<br />INSULATION LE
<br />ROOF SHEATHING -SEE
<br />E-[RSHSHEET
<br />TYPICAL INTERIOR BEARING
<br />-� , I r m ,,�
<br />(2) #5 FONT.
<br />4" 1'4" 8
<br />-I
<br />, r
<br />(2)#5FONT. ��� m m8
<br />FRAMING FORN
<br />SHEATHING AND FASTENERS
<br />WALL w/ OUT UPLIFT GG
<br />GARAGE SLAB AT STEP B
<br />N.
<br />TYPICAL BEARING WALL STEP MI SHEARWALL C
<br />UN.O.
<br />TYPICAL BEARING WALL @STEPrcC
<br />ELEV. VARIES
<br />SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3
<br />SCALE: 3/4"=V-0"
<br />S3
<br />"SHEAR WALL" SCALE: 3/4"=1'-0" S3
<br />SCALE: 3/4"=1'-0" S3
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM DRIP
<br />STRENGTH CEILING
<br />EDGE
<br />BOARD PER CODE (OR 5/8"
<br />ALUMINUM FASCIA
<br />GYP. TYPE "X" @ GARAGE
<br />\12'N.O.
<br />j0Eos�
<br />W/A HABITABLE ROOM
<br />2x SUB FASCIA
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />Qcs
<br />ABOVE) W/DRYWALL
<br />EE STRUCTURAL
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />SCREWS @ 7" O.C.
<br />SOFFIT SHEET SS
<br />2x S.P.F. STUDS @ 16" O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" O/C
<br />��o s
<br />CEILING & 8" O.C. WALLS
<br />2x STUD
<br />,c°N�
<br />8"x8"X16" KNOCK -OUT
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />�/
<br />2x BLOCKING HORIZONTALLY @
<br />INSULATION PER
<br />BLOCK W/ 1#5 FONT.
<br />EXTERIOR WALL 8" C.M.U,
<br />FORM SUBMITTED WITH PERMIT
<br />/�
<br />NOTE: INTERVALS NOT EXCEEDING
<br />CHART ON FLOOR
<br />FILLED SOLID W/GROUT
<br />1"x P.T. STUD
<br />2x BLOCKING HORIZONTALLY@
<br />APPLICATION
<br />10'-0" (R302.11)
<br />SEE SECTION C/S3 FOR
<br />PLAN
<br />#5 VERT. IN FILLED CELL
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.11)
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />SEE CC/S3 OR C„
<br />G/S3 FOR ANCHOR
<br />"J"
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />BOLT
<br />BOLT INFO. 5/8"x6" "J" BOLTS BOLT
<br />5/8"° x 10" BOLT @ 24" 0/C W/ 2"°X 3/16"
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />10d NAILS
<br />STD. 90-HOOK (SEE DETAIL)
<br />TYPE "S" MORTAR
<br />24" O.C. VERT.
<br />(IF NO UP LIFT ON °�OR
<br />LIFTON
<br />PLATE WASHER TYPICAL
<br />5/8"DIA. EXPANSION BOLT @24 "
<br />WALL SEE 5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />()
<br />"SIMPSON SP1 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 [24"MIN. LAP]
<br />SPACE ANCHOR 3500#, MIN. TENSION 2600# )
<br />ARCHITECTURAL
<br />wl (10) 10d NAILS _ SPACED EVENLY
<br />C142x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAREINFORCING a
<br />o
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4
<br />END OF 2" x PLATE WWF OR FIBERMESH :, E
<br />1x2 PT WD FURRING @ 24" O.C.
<br />FINISH
<br />TYP.
<br />ASSUMED FINISHED
<br />�
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR v
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<br />1/2" GYPSUM WALLBOARD
<br />GRADE
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<br />O 5
<br />MONO OR STEMWALL z
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<br />FINISH GRADE
<br />25" MIN. LAP [30" MIN. LAP] ---- _--- o-
<br />g
<br />_ — — — —
<br />D I I IT Q
<br />ri- - - - -
<br />CELLS (SEE
<br />FOOTING MONO SHOWN
<br />°O
<br />6 MIL VAPOR BARRIER - P °
<br />- - - 00
<br />- -
<br />.. w-
<br />°
<br />FOUNDATION PLAN
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<br />FOR CLARITY
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<br />NOTE:
<br />7777TT
<br />LL--� 1
<br />II h
<br />#5 LAP SPLICE
<br />(2) #5 CONT.
<br />ml �1m !8-1
<br />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />-
<br />'FOR BEARING WALL f
<br />°
<br />COMP. SOIL. (COMPACTED TO -I,Ill
<br />_
<br />o
<br />�
<br />_
<br />I�.�
<br />36" MIN. LAP (36"MIN. LAP] ^ ,
<br />_
<br />ON 3"CHAIRS "1' 4"
<br />(TYP.)
<br />W/ UPLIFT ONLY _:._
<br />95 /o MODIFIED PROCTOR ASTM - - - -
<br />- I -
<br />lo"
<br />MIN. 2500 PSI CONC. SLAB
<br />MIN PSI MAY VARY PER
<br />co AT GARAGE CONTRACTOR
<br />-����
<br />D1557 4" 1' 4°
<br />��I
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE('�D�
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CONCRETESLABW/6X6
<br />W1.4XW1.4 WWF OR
<br />a NOTE:EXTEND
<br />-
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />TYPICAL EXTERIOR FRAME WALL FOOTING rE
<br />REBAR DETAILS rF
<br />WALL w/ UPLIFT rG
<br />"FIBERMESH"
<br />'E
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />_ r
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4'-1 -0" S3
<br />SLAB INFORMATION.
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE:
<br />SLAB INFORMATION.00
<br />3/4"=V-0" S3
<br />SCALE: N.T.S. S3
<br />SCALE: 3/4"=V-0"
<br />S3
<br />6 x 6 W1.4 x W1.4
<br />SEE PLAN
<br />1 1/2" RECESS FOR VARIE 6 x 6 W1.4 x W1.4
<br />°
<br />°P
<br />31/2" WWF OR FIBERMESH
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />6 MIL VAPOR III —
<br />_ = z
<br />min.) 4"
<br />1 Od NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />BARRIER ; u a
<br />u
<br />�,v
<br />° ° ° - GRADE
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR
<br />CONNECTION INFO
<br />I °
<br />•
<br />• • _
<br />COMP. SOIL. �( °
<br />00 ° !
<br />-_ - - - - - -
<br />TOP OF BEAM
<br />& LAYOUT DESIGN
<br />-
<br />(COMPACTED TO 95% -_ 11T -
<br />Tff
<br />__
<br />- _ - III —I rr III III I '
<br />- - -_ - - -(1) #5 REBAR w/ OPT.
<br />SEE ROOF PLAN
<br />• . ° - N
<br />_ -- - - - ° : ° ,
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />1=G=1; , IL= = I I= I I=S2EF�N ENCLOSURE
<br />I-
<br />(2) HTS20
<br />FOR STRUCTURAL
<br />�(
<br />-� ! Irr m 41 - �' E
<br />-
<br />-I I I I I
<br />BEAM SIZE &
<br />I _
<br />(2) #5 REBAR CONT. 3" MIN. CLR.
<br />1'-4" (1 STORY )
<br />-�
<br />4I- I
<br />� I I
<br />CONNECTION INFO
<br />a
<br />r, d'
<br />ON 3" CHAIRS TYP.
<br />4" V-8" (2 STORY)
<br />STD. 90 NOOK (SEE
<br />DETAIL)
<br />MIN.
<br />2x4 P.T.
<br />- -- -
<br />U.N.O.
<br />PLATE
<br />2x4 #2 SYP P.T. FRAMING w/
<br />7i1e��
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE A/S3/J/S6 8"
<br />TYPICAL WALL SECTION
<br />q
<br />TYPICAL THICKENED SLAB EDGE L
<br />osB.
<br />z ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />SCALE: 3/4" = V-0"
<br />S3
<br />SCALE: 3/4"=V-0" S3
<br />w
<br />SCHEDULE
<br />¢
<br />OPTION #1
<br />1/2" GYP. BD.
<br />coLliMNLOCATION ¢
<br />�
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />P.T. 2x
<br />>
<br />J SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />HOLD
<br />w COLUMN SIZE AND BASE
<br />rM
<br />2„
<br />FROM SLAB
<br />LU CONNECTION INFO.
<br />SLAB STEP &RECESS S.G.D.
<br />0r Orr 0 CONT. BEAD SEALANT
<br />SCALE: 3/4"=1'-0" S3
<br />OPT: DEPRESS SLAB 5Y"
<br />DEEP AND 6" BEYOND
<br />¢
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />`... • : INTERIOR
<br />2X STUDS @ 24" O.C. U.N.O.
<br />SEE DETAIL 16/D1 FOR
<br />SECURE 2x4 P.T. BTM. PLATE
<br />PAVERS / DRIVEWAY
<br />EXPANSION JOINT
<br />a • 3 1
<br />' a
<br />COLUMN TO PORCH SILL
<br />AT 8" O.C' TAPCONS
<br />MASONRY WALL AND
<br />CONCRETE SLAB 14"
<br />O.H.D. RECESS
<br />13"
<br />O.H.D. RECESS _E
<br />•.
<br />GARAGE
<br />ATTACHMENTS & 18/D1
<br />PAD FOOTING
<br />PAVERS
<br />z
<br />CONCRETE NAILS W 1 1/2'
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />�-
<br />EXTEND FILL CELLS
<br />A
<br />A.`'
<br />`= • : .•�
<br />•.1-I-•
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />W/ DRYWALL SCREWS @ 8"O.C•
<br />INSULATION PER CHART
<br />Z SQUARE CMU BLOCK BASE,
<br />TO FOUNDATION PAD N -
<br />MAT REINFORCING.
<br />• •..
<br />O
<br />CONT. FOOTING STEEL
<br />-- ''a
<br />_
<br />M
<br />_ - - • `' '''•.• ' - I
<br />- .�
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />ON FLOOR PLAN
<br />FONT. BEAD SEALANT �_
<br />w
<br />_
<br />¢
<br />SIZE VARIES PER PLAN
<br />j w/ MIN. (2) #5 VERTICALS
<br />M
<br />oo -
<br />GRADE -
<br />r - : 4"
<br />oo
<br />_
<br />-I I I " / I I co
<br />4
<br />�I
<br />TENSION 120#) CONCRETE SLAB
<br />E
<br />a
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<br />J FILLED SOLID (SEE PLAN FORLU
<br />� •'.:I I
<br />o
<br />SIZE AND REINFORCEMENT)
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<br />WWF OR FIBERMESH ERMESH M
<br />� LU
<br />CL
<br />LU
<br />•
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<br />°
<br />BRICK PAVERS or SLAB PER
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<br />M
<br />SEE A/S3 OR J/S6 -
<br />SEE A/S3 OR J/S6 -I� I I=,, (-,
<br />M 6 MIL VAPOR -
<br />BARRIER
<br />- - -- r -
<br />0'-0" FIN. FLR.
<br />COMMUNITY SPECS
<br />FOOTING v
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />FOR REINF. INFO. 3" MIN, CLEARANCE
<br />I - �II
<br />BEYOND
<br />1' " (1 STOR ) / V-8" (1 STORY
<br />w/ DEPRESSED SLAB OPT.)
<br />V-4" (1 ST RY)
<br />I
<br />ti _.r.: • , ::..'
<br />••
<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />(SEE SCHEDULE)
<br />1' 8" (2 STOR)
<br />1'-8" (2 ST RY)
<br />4 4"
<br />,, :
<br />y. i CONFOUND FOUNDATION
<br />FOOTING WIDTH
<br />SEE SCHEDULE
<br />GARAGE DOOR SLAB RECESS
<br />J 1
<br />GARAGE DOOR SLAB RECESS
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />TAPERED
<br />COLUMN FRAMINGrCD12
<br />PATIO COLUMN FTG. DETAIL N
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SCALE: 3/4"=1'-0"
<br />S3
<br />SCALE 3/4"=1'-a"
<br />SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />ADDITIONAL INFORMATION.
<br />f •�
<br />r•.l
<br />c� Uj
<br />Uj
<br />M
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<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 />Residentlal 7th Edition. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature end seal.
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<br />NO : 22-08303
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
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