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<br />ROOF FLASHING AND ROOF FLASHING
<br />COMPONENTS TO BE IN ACCORDANCE
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />7TH EDITION (2020) RESIDENTIAL
<br />12
<br />(TYP') VARIES
<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-J
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />V 2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />@ 16" O.C. W/ (2) 1 U-0" (R302.1 1)
<br />FOR UNDERLAYMENT 16d TOENAILS T & B
<br />REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />APPLICABLE.
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA X 3 1/4" TAPCONS @ 24" O/C &
<br />HURRICANE ANCHOR @ EACH @ 6" Mj�� FROM END OF 2 x PLATE E
<br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3"
<br />6 x 6 W1.4 x W1.4
<br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH C1)
<br />MOISTURE BARRIER A
<br />SHINGLE ROOF, SHINGLES TO
<br />A
<br />BE IN ACCORDANCE W/ ASTM C?
<br />D7158-CLASS G or H, or ASTM
<br />D -CLASS F, IN
<br />3161
<br />ACCORDANCE W/ TABLE
<br />_T
<br />R905.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION (2020) 1 17 =1111 I I =1 11111
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />SCHEDULE - [RSH1 - ON TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ( GG
<br />ELEV. VARIESAL SEE TYP. WALL SECTION SCALE: 3/4"=V-0"
<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 />-8" C.M.U. TYPICAL
<br />TYPE 'IS" MORTAR
<br />-ARCHITECTURAL
<br />FINISH
<br />1X2 PT WD FURRING @ 24" O.C.--/ I I E�
<br />Izjr
<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 CONC. SLAB
<br />m AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />V) TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W1 IXI
<br />UJI
<br />a- /—NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />"FIBERMESH"
<br />DEC 0 FINISH 4" to 6"
<br />BELOW GRADE
<br />C
<br />00
<br />6 MIL VAPOR`/ V 5
<br />2�
<br />BARRIER 4
<br />COMP. SOIL. A
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT. 1-4" (1 STORY)
<br />ON 3" CHAIRS TYP.
<br />STD. 90 HOOK (SEE
<br />U.N.O. 4" V-8" (2 STORY)
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = V-0"
<br />OPT: DEPRESS SLAB 5J/2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE
<br />BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />1411
<br />PAVERS�
<br />O.H.D. RECESS
<br />-T ;2�
<br />A
<br />I t
<br />4:
<br />4"
<br />0?
<br />:—::I I F�=
<br />I r4,
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO.
<br />_3"
<br />MIN. CLEARANCE
<br />114"
<br />(1 STOR")
<br />/ V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />V18"
<br />(2 STORI
<br />)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR
<br />SCALE: N.T.S.
<br />�3
<br />ADDITIONAL INFORMATION.
<br />6;;-:+- 4-K —6;d 6zi— —, — A -v— —k;;d
<br />5/8"OR 1/2" HIGH STRENGTH -'� \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 112" HIGH STRENGTH __x \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ 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 />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"x1 6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE
<br />(12) 1 Od 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" 0 S B (12) 10d NAILS U.N.O.
<br />SHEATHING REQ'D. FOR ALL x BLOCKING HORIZONTALLY@ INTERVALS 5/8- x 10" "J" BOLT @ 24" O.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 1 V-10" (R302.1 1)
<br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x`12" TITEN HD @ 24"
<br />SHEATHING W1 8d COMMON NAILS @ INSULATION 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 IMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 1 Od NAILS
<br />5/8"' x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE
<br />2-0116" PLATE WASHER (TYP) STEP, SIZE OF FOUNDATION AND
<br />ELEV. 0'-0" OIL (ALT: 112"x`12" TITEN HD @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE
<br />_71E F. "'F O.C. OR 5/8"xl O'WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL
<br />@ 24" O.C.) 211 WWF OR FIBERMESH ATTACHMENTS 211 WWF OR FIBERMESH
<br />/6 x 6 W1.4 x W1.4
<br />z 3 1/2" MIN. 3 1/2" MIN.
<br />ELEV. -0'-3 1/2"
<br />2x4 CONT=/ A. F.F_ A
<br />LL Y.
<br />"M V 4 171(nin 'i- �A"
<br />4" 1/2"(min. - 4"
<br />�E" ',FTT3h' /2"(min.)- �Fi r= I Pz I Y
<br />A
<br />P—
<br />s
<br />GARAGE DEPTH VARIE z(3 1/2"(min.),- 4' T11A
<br />00 00
<br />III AI r
<br />Z
<br />7
<br />'I F�LLLI I I ... . ...
<br />I F'
<br />(2) #5 CONT. (2) #5 CONI.
<br />4" 1 4'
<br />I- MIN
<br />U.N.O. MIN. U.N.0,
<br />.GARAGE SLAB AT STEP rB TYPICAL BEARING WALL ----STEP @ SHEARWALL C� TYPICAL BEARING WALL @ STEP rc C
<br />SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4'I=1'-0" S3
<br />Go !�)11
<br />- 4-1-01
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ?65- \0
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2xS.P.F.ST DS 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
<br />2x STUD
<br />2x BLOCKING HORIZONTALLY@
<br />INSULATION PER FBC AND ENERGY
<br />LOAD BEARING OR 8" C.M.U. FORM SUBMITTED WITH PERMIT
<br />EXTERIOR WALL 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: INTERVALS NOT EXCEEDING
<br />1"xP.T.STUD 10'-0" (R302.1 1)
<br />#5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR
<br />10'-0" (R302.1 1) ADDITIONAL INFORMATION
<br />SEE CC/S3 OR LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. W13 (MIN.) @ GARAGE
<br />G/S3 FOR ANCHOR 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 nOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />BOLTINFO, 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS
<br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR - 5/8"DIA. EXPANSION BOLT @24
<br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE 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 />*SIMPSON SP1 SPACED EVENLY FIBERMESH /< BOLTS 6" MAX FROM 6x6W1 4xW1.4
<br />w/ (10) 1 Old NAILS BAR
<br />C\j WEEP SCREED INSTALLED
<br />R
<br />IFRO
<br />2x P.T. PLATE X LIJ END OF 2" x PLATE WWF OR FIBERMESH
<br />TYP. PER MFR INSTRUCTIONS LU
<br />N�'-#3 OR #4 REINFORCING BAR
<br />ASSUMED FINISHED E 1P 4 E "
<br />�GRADE GRADE 40 MIN. Fy= 40ks! x A
<br />;2� #3 & #4 LAP SPLICE
<br />C:14 >< 0- A
<br />FINISH GRADE 60 2 IGRADE 60 MIN. Fy= 60ksil X
<br />LAP 130" MIN, LAP]
<br />MONO OR STEMWALL_11 25" MIN CL
<br />I ><
<br />I I IT V_ I ,,, 7 7 1 x Lul
<br />0? 1 A— —, CIO
<br />FOOTING MONO SHOWN 7771� LLI
<br />00 /<
<br />i , 71 1 , , r R 17/8"
<br />FOR CLARITY 6 MIL VAPOR BARRIff I> I 717-=Tl 1�m
<br />TTI :T
<br />X
<br />#5 REINFORCING BAR
<br />I I I — 1 1 _�=='9'1' MIR
<br />Z I =I I I =1 117
<br />1 J
<br />I - - - �: L _Li_H�- 1� - a � __ 2 t.r, I AP.qPI IrF
<br />b [ I REI �_l f _01 rF_011, H_ �
<br />H
<br />NOTE: qE� T
<br />_;R
<br />C14 I
<br />COMP. SOIL. (COMPACTED TO
<br />*FOR BEARING WALL
<br />95% MODIFIED PROCTOR ASTM
<br />W/ UPLIFT ONLY
<br />t D1557) III H
<br />i _7i' J L;
<br />J. 4" V-4"
<br />t I
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" 3
<br />SLAB INFORMATION.
<br />6 x 6 W1.4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"---,
<br />A GRADE
<br />00
<br />=itjl��I �ri r
<br />:::P=i ih.
<br />�IFf F_ Iff[(1) �54E[34R' w/ OPT.
<br />L—f jgf,�L
<br />F, 111
<br />__fj�L I t.1 I ii�i I I 7T�SCREEN ENCLOSURE
<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 />Cl)
<br />A 4
<br />'A'
<br />4 OP
<br />Ir4
<br />I V.
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO. MIN. CLEARANCE
<br />1'4' (1 STORY)
<br />V-8" (2 STORY)
<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 SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />1/2" GYP. BD,
<br />P.T. 2x
<br />HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />01-011 CONT. BEAD SEALANT
<br />.1 4 2X STU
<br />INTERIOR
<br />4. -3 1/2"
<br />'A
<br />GARAC
<br />CONCRETE NAILS W 11/2" 1/2" GY
<br />EMBEDMENT @ 12" O.C. W1 DR
<br />I
<br />PLATE TO CONCRETE ON FL
<br />(MIN. SHEAR 180# MIN. CONT.
<br />TENSION 120#) CONCRETE SLAB 6x6W
<br />WWF C
<br />0?
<br />04
<br />7
<br />__0 1 ARMT7
<br />Cl) 6 MIL VAP'R
<br />BARRIER -T+4 : ::z 01
<br />41' 41'
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />SCALE: 3/4"=V-0" 1111"s,
<br />I—_ ""1 11— 11-111111 1 1 1 1 7�, 101,
<br />_�--#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE REBAR DETAILS
<br />SCALE: N.T.S.
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN
<br />10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN
<br />AT 24" O.C. MAX. FOR TRUSS
<br />CONNECTION INFO
<br />SEE PLAN FOR (-6 1. & LAYOUT DESIGN
<br />TOP OF BEAM '9--'
<br />SEE ROOF PLAN
<br />0?
<br />(2) HTS20 FOR STRUCTURAL
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING
<br />z
<br />ATTACHED PER NAILING
<br />U)
<br />LU
<br />0
<br />!;�
<br />SCHEDULE
<br />>
<br />>
<br />LU
<br />SEE PLAN FOR STRUCTURAL
<br />I
<br />LU
<br />COLUMN SIZE AND BASE
<br />LU
<br />U_j
<br />CONNECTION INFO.
<br />U)
<br />DS @ 24" O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR
<br />wl 1/4"0" TAPCONS AT 8"
<br />COLUMN TO PORCH SILL
<br />O.C.
<br />E
<br />ATTACHMENTS & 18/D1
<br />PSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />YWALL SCREWS @ 8"O.C.
<br />ATTACHMENTS
<br />SQU RE CMU BLOCK BASE,
<br />OOR PLAN
<br />U)
<br />U-1
<br />0
<br />-
<br />SIZE VARIES PER PLAN
<br />BEAD SEALANT _71
<br />C
<br />w/ MIN. (2) #5 VERTICALS
<br />E
<br />FILLED SOLID (SEE PLAN FOR
<br />1.4 x W1.4
<br />Uj
<br />SIZE AND REINFORCEMENT)
<br />R F IBERMESH Cl)
<br />ES
<br />LU
<br />co
<br />BRICK PAVERS or SLAB PER
<br />IIF
<br />rz
<br />.,T
<br />MMUNITY SPECS
<br />0
<br />0
<br />SCALE: 3/4" V-0"
<br />ON 3" CHAIIIiSL811 81,
<br />j-yp.) V-4"
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFT rG
<br />SCALE: 3/4"=V-0" ��3�
<br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
<br />S.G.D. (U.N.O.) F WWF OR FIBERMESH
<br />SEE A/S3/J/S6 ` I
<br />FOR REINF. INFO.
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SLAB STEP & RECESS S.G.D.
<br />SCALE: 314"=V-0" I," �3
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL
<br />TEND FILL CELLS c�
<br />TO FOUNDATION PAD
<br />CONT. FOOTING STEEL-\,
<br />LU
<br />0
<br />I-_ LU LU
<br />LU 0
<br />LU U) z
<br />0 0
<br />U_
<br />U)
<br />FOOTING
<br />BEYOND
<br />PAD REINFORCEMENT-1 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 />cow C-4
<br />ct
<br />ro
<br />0 CC
<br />N
<br />%
<br />L
<br />Op-
<br />8
<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />d sea].
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<br />JOB
<br />NO: 23-06136
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
|