|
2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS
<br />INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2)
<br />1Y-0" (R302.11)
<br />FOR UNDERLAYMENT
<br />16d TOENAILS T & B
<br />REQUIREMENTS SEE R905.1.1
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />PRE ENGINEERED WOOD
<br />APPLICABLE.
<br />TRUSS @ 24" O.C. U.N.O.
<br />2x P.T. PLATE
<br />1/4" DIA. X 31/4" 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 />6 x 6 W1.4 x W1.4 N
<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 />e
<br />BE IN ACCORDANCE w/ ASTM
<br />D7158-CLASS G or H, or ASTM
<br />=� III=III I m ° I—) I I 11111= o
<br />'. T I I I TI III I ( I I I I —III —I 11=r I T
<br />I=III=I D�
<br />12
<br />D3161-CLASS F, IN
<br />ACCORDANCE w/ TABLE
<br />''—I1J=„I �I=1 ° ' — — — r
<br />I I—III=1 11=III=III=IIj=III=III=III-1 I I—� I r
<br />(TYP.)
<br />VARIES
<br />R905.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION (2020)
<br />' =III III—III—III=� I I 1—III III=1 �'
<br />-1 I �I Ih l IIIIT1111iIII 111 I II I I- I'
<br />8
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />1NSULA ION 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 />S3
<br />ELEV VARIE�
<br />_- ---
<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 I
<br />INSULATION PER --/
<br />CHART ON FLOOR
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />ALUMINUM DRIP
<br />EDGE
<br />ALUMINUM FASCIA
<br />2x SUB FASCIA
<br />SEE STRUCTURAL
<br />SOFFIT SHEET SS
<br />8"x8"X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />FILLED SOLID W/GROUT
<br />S" C.M.U. TYPICAL
<br />TYPE "S" MORTAR
<br />ARCHITECTURAL
<br />FINISH
<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 />M
<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/ 6X6
<br />Uj
<br />NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />"FIBERMESH"
<br />-
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />E
<br />00 �
<br />6 MIL VAPOR
<br />IIII
<br />D
<br />I=
<br />— -
<br />BARRIER
<br />I
<br />f r
<br />, D 4
<br />I (IIII
<br />_z
<br />I I
<br />t> • •
<br />I I —
<br />r
<br />COMP. SOIL.1110
<br />°
<br />(COMPACTED TO 95%
<br />—1 I
<br />11 11-11
<br />1-
<br />:I
<br />MODIFIED PROCTOR
<br />III —III —I I
<br />f l l
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT.
<br />N CHAIRS TYP.
<br />1"-4" (1 STORY)
<br />STD. 90 HOOK (SEE
<br />U.N.O.
<br />U
<br />4"
<br />1 "-8"' (2 STORY)
<br />DETAIL )
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = 1'-0"
<br />S3
<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 />M�
<br />*..;. 4 11 00
<br />SEE A/S3 OR J/S6-1 I I I I hI I I„ I I I
<br />FOR REINF. INFO. 3" MIN, CLEARANCE
<br />1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1'
<br />GARAGE DOOR SLAB RECESS J.1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<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 />2x S.P.F. STUDS @ 16" O.C.
<br />SCALE: 3/4"=V-0"
<br />2x STUD
<br />8" C.M.U.
<br />1"x P.T. STUD
<br />#5 VERT. IN FILLED CELL
<br />CV
<br />5/8"x6" "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 />T 2x P.T. PLATE
<br />ASSUMED FINISHED
<br />'I n GRADE
<br />00
<br />1 I
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />3112" WWF OR FIBERMESH
<br />min.) 4"
<br />° ° GRADE
<br />00 — — — — — _
<br />ril—lil lil—rE
<br />REBAR w/ OPT.
<br />1=1 I I=1 11=1 11= 11= 11=1 I [= 1 1=SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=V-0" S3
<br />EXPANSION JOINT
<br />1
<br />N 4
<br />• '' 1=11 ��J-• I f� III —I .:.:� • •.... 4
<br />_i11—_111
<br />�L—III . �.4• a, ., .
<br />SEE A/S3 OR J/S6--' -1LI I I I q, ;1 I , I I'
<br />FOR REINF. INFO. L 3" MIN, CLEARANCE
<br />V-4" (1 STORY)
<br />1'-8" (2 ST RY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />BLOCK WALL BEYOND
<br />O.H.D. RECESS
<br />III-11 N"
<br />�I 0?
<br />II_ ,—
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<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" OIC FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'4" (R302.11)
<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 />6 MIL VAPOR BARRIER � III III D '
<br />I D .�I III 1 • _'
<br />11
<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 %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />GARAGE
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL)
<br />ABOVE GARAGE W/A HABITABLE ROOM
<br />) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S,P.F. DOUBLE CONNECTIONS. CONNECTIONS.
<br />TOP PLATE S.P.F. DOUBLE 57<
<br />SIMPSON SP2 w/ 70P PLATE
<br />(12) 10d NAILS 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 />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" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1V-0" (R302.11) 700/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11)
<br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" 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 />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />EDGES, AND @ 12" O.C. @.FIELD
<br />SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY"
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS SIMPSON SP1 w/ (10) 10d NAILS
<br />IF NOTED, THIS REFERS TO THE
<br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x 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 />@ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH
<br />ELEV. 4-8 1/2" z 31/2" MIN. 1 3 1/2" MIN.
<br />A.F.F. p1
<br />.° n .��* 0 — D __7_
<br />U_
<br />N _ p . • p • t1 111=III � . ' 31/2" min. - 4" _ p
<br />°° _ fit, = p , •' _ =III I�-
<br />31/2t (min 4 I I I III I I I I I I 3 1/2(min) -4; -11_I-1T� —]ZI III=1I
<br />1=111-
<br />-�I II_I I I I I=i I I-ITI—T� III—I=1 I I_
<br />1— IIIT(IIll�.t•I�;r I ,,IT_I='' „i I;�IIITl111,111_„ I„III-'
<br />(2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. 4 4 8
<br />U.N.O. MIN. U.N.O. MIN.
<br />TYPICAL BEARING WALL Cdb STEP C� SHEARWALL �CS TYPICAL BEARING WALL @ STEP
<br />"SHEAR WALL" SCALE: 3/4"=V-0"
<br />Goy L't
<br />sEGU��
<br />"C5
<br />2x STUDS @ 16" 0/C
<br />10 M N�o s
<br />INSULATION PER FBC AND ENERGY
<br />GON
<br />FORM SUBMITTED WITH PERMIT
<br />if
<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.
<br />CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />2X PT PLATE
<br />20"MIN. LAP [24" MIN. LAP]
<br />#5 REINFORCING
<br />WEEP SCREED INSTALLED
<br />BAR �\
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />z_
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN. Fy740kSiii]
<br />FINISH GRADE CO
<br />25" MIN. LAP [30" MIN. LAP]
<br />[GRADE 60 MIN. Fy
<br />=II=,
<br />#5 REINFORCING BAR
<br />R 17/8°
<br />T l l I:;'--f I ff-i
<br />#.ri 1 AP ^API IrP:
<br />COMP. SOIL. (COMPACTED TO
<br />95% MODIFIED PROCTOR ASTM
<br />D1557) 1 I I, I IiT11 I IIII I IIII I I
<br />4" 1 t�tt
<br />TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />P.T. 2x 112" GYP. BD.
<br />HOLD GYP. BD.
<br />2 1/2" FROM SLAB
<br />01011 J CONT. BEAD SEALANT
<br />yr— ,
<br />e e INTERIOR
<br />-31
<br />e e
<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 />°° O
<br />.J
<br />00 =
<br />E_
<br />M 6 MIL VAPOR1=�[1 I �I
<br />BARRIER �u-II1= 11�
<br />rIIIII IIIIIl, TIE,
<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 />o END OF 2" x PLATE
<br />W D
<br />U
<br />J
<br />0.
<br />Uj
<br />I
<br />-�TII�,,. IfCI� I °
<br />10"
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />REBAR DETAILS rF��
<br />SCALE: N.T.S. S3
<br />FRAME -DOWN FALSE BEAM w/ (3) — SEE PLAN
<br />10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN
<br />FOR TRUSS
<br />AT 24" O.C. MAX.
<br />" CONNECTION INFO
<br />SEE PLAN FOR " x
<br />TOP OF BEAM &LAYOUT DESIGN
<br />SEE ROOF PLAN 00
<br />(2) HTS20 J,FOR STRUCTURALr
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />z d I I
<br />2X4P.T. I 2x4 #2 SYP P.T. FRAMING w/
<br />PLATE
<br />ins" I MIN 7/16" O.S.B. SHEATHING
<br />O.S.B. z ATTACHED PER NAILING
<br />w P: SCHEDULE
<br />COLUMN LOCATION Q 3
<br />w SEE PLAN FOR STRUCTURAL
<br />g
<br />w
<br />COLUMN SIZE AND BASE
<br />o
<br />�
<br />CONNECTION INFO.
<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 AT 8"
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />O.C.
<br />ATTACHMENTS & 18/01
<br />ZZ--1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />ATTACHMENTS
<br />—INSULATION PER CHART
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />ON FLOOR PLAN
<br />w
<br />C
<br />SIZE VARIES PER PLAN
<br />CONT. BEAD SEALANT
<br />>
<br />w! MIN. (2) #5 VERTICALS
<br />>
<br />�
<br />FILLED SOLID (SEE PLAN FOR
<br />_
<br />6 x 6 W1.4 x W1.4
<br />o
<br />W
<br />SIZE AND REINFORCEMENT)
<br />'- WWF OR FIBERMESH �,
<br />Uj
<br />BRICK PAVERS or SLAB PER
<br />°
<br />�I :T,=ITI=1►1=1 � �=I � 1�-
<br />Y-0" FIN. FLR.
<br />COMMUNITY SPECS
<br />TAPEREDR.
<br />SCALE: 3/4"=V-0"
<br />(2) #5 CONT. =1 I I= 1
<br />ON 3" CHAIRS
<br />(TYP) 841 14.444
<br />1/2"(min.)- 4"
<br />CC
<br />S3
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10-4' (R302.11)
<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 />6x6W1.4xW1.4 N _
<br />WWF OR FIBERMESH r, . `b
<br />° II—ITI—fIi=1Tl=
<br />;-
<br />8"
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFT rG
<br />SCALE: 3/4"=1 "-0" S3
<br />1 1/2" RECESS FOR VARIES r6 x 6 W1.4 x W1.4
<br />S.G.D. (U.N.O.) �� I WWF OR FIBERMESH
<br />SEE A/S3/J/S6
<br />FOR REINF. INFO. -
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION. /�'
<br />SLAB STEP & RECESS (@S.G.D. ( M
<br />SCALE:3/4"=V-0" \ S3
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL --
<br />EXTEND FILL CELLS >`
<br />TO FOUNDATION PAD _
<br />CONT. FOOTING STEEL MAT REINFORCING. QI '
<br />M
<br />00 GRADE
<br />0�.
<br />z��0_ f w
<br />O W W W z
<br />OON= _ . 4v • a• ZQ
<br />: FOOTING v
<br />BEYOND
<br />PAD tt REINFORCEMENT -
<br />(SEE SCHEDULE) 3 MIN. CLEARANCE
<br />FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL rN
<br />SCALE: N.T.S. S3
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications
<br />contained within these
<br />drawings comply with the 2020 Florida
<br />Building Code -
<br />Residential 7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions
<br />of the drawing pages bearing
<br />Engineers signature and seal.
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<br />JOB
<br />NO:
<br />23-00502
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
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