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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
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS
<br />INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2)
<br />10--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
<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 />HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. ON 3"
<br />6 x 6 W1.4 x W1.4
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.)
<br />WWF OR FIBERMESH
<br />MOISTURE BARRIER
<br />° p
<br />°
<br />'SHINGLE ROOF, SHINGLES TO
<br />BE IN ACCORDANCE w/ ASTM
<br />_
<br />I I I -I I I-1 - R
<br />I�(-
<br />D7158-CLASS G or H, or ASTM
<br />D3161-CLASS F, IN 'T-T I I = ° - -
<br />ACCORDANCE w/ TABLE I- -1 LI II
<br />R905.2.6.1, FLORIDA BUILDING =�11_I III -III-= II [ ITS .1► �`
<br />I=1� I -fl
<br />CODE 7TH EDITION (2020) 8"'
<br />„
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG
<br />ELEV. VARIESA/ 1 I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" \ S3
<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 "S" MORTAR
<br />ARCHITECTURAL
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.C.-/
<br />1/2" GYPSUM WALLBOARD
<br />U.N.O.
<br />1x4 P.T. BASE NAILER
<br />31 /4" BASEBOARD
<br />MIN. 2500 PSI CONC. SLAB
<br />MIN PSI MAY VARY PER
<br />MUNICIPALITY.
<br />CONCRETE SLAB W/ 6X6
<br />W1AXW1.4 WWF OR
<br />"FIBERMESH"
<br />C
<br />(1) #5 VERT. IN FILL
<br />CELLS (SEE
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />4"x4" INSPECTION
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />AT GARAGE CONTRACTOR
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE
<br />W
<br />°- NOTE:EXTEND
<br />DECO
<br />DECO FINISH 4" to 6"
<br />GRADE
<br />d-
<br />L
<br />00 �
<br />D
<br />6 MIL VAPOR�-
<br />co
<br />BARRIER
<br />COMP. SOIL. I °
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR r I I II�nII
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT.
<br />ON 3" CHAIRS TYP. 1'-4" (1 STORY)
<br />STD. 90 HOOK (SEE
<br />U.N.O. 4" 1'-8" (2 STORY)
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE 3/4" =1'-0"
<br />S3
<br />OPT: DEPRESS SLAB 5 2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14"
<br />O•H.D. RECESS
<br />PAVERS4.
<br />d z
<br />_
<br />r w
<br />t l l: ,1 � 1=11-=LI I_-- .•: '.. '�.'..' e• I I I� I l= � l
<br />41, IT.
<br />d
<br />SEE A/ OR /S6 I- ^I 11-1
<br />S3 J I I
<br />I,
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />,
<br />1 4 (1 STORY) / 1-8 (1 STORY w/ DEPRESSED SLAB OPT.)
<br />GARAGE DOOR SLAB RECESS
<br />J.1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T,S. S3
<br />ADDITIONAL INFORMATION,
<br />I I I I I I I I i
<br />I I I I I
<br />I I I I I I I
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8
<br />"OR "OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />e „ „
<br />(U.N.O.) (OR GYP. TYPE X„ @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS BLOCKING @ 12„ O.C. wl (2)12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS, CONNECTIONS.
<br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP 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 10'-0" (R302.11) 7'0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11)
<br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" 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 IF NOTED, THIS REFERS TO THE SIMPSON SP1 wl (10)10d NAILS
<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 />O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W14 x W14 INCLUDE THE WALL 6 x 6 W1:4 x W1.4
<br />` @ 24" O.C.) 2" .. ATTACHMENTS /2"
<br />? 31/2"MIN. WWF OR FIBERMESH 31/2"MIN. ��I WWF OR FIBERMESH
<br />° d 4 ELEV. -0-31/2 _ (�
<br />a4 a A,F.F. 0'
<br />2x4 CONT. w �I
<br />au 4r N - P ° °' _EA
<br />�I31/2"(min.)-4" ° ° q-I-II-IIr'�1/2"(min.)-4"
<br />c GARAGE DEPTH VARIES 31/2"(min. - 4"=ICI (- -) I11 =I I I- ("2-(iii)-1/4"y_TT III=1 I rI-
<br />` -TI, III _ 1�I 1Tf I �'
<br />=1 I =1 I �I =1 I F
<br />(2) #5 CONT. 4„ V4" 81' (2) #5 CONT. , , 8„
<br />GARAGE SLAB AT STEP rB U.N.O. MIN.. TYPICAL BEARING WALL N STEP
<br />TYPICAL BEARING WALL STEP SHEARWALL C @ rcc�
<br />SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" 13 SCALE: 3/4"=V-0" S3
<br />GoNc�N�OpZ �4
<br />%E '0,G �
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING pcs
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD,
<br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 1a � oo s
<br />LOAD BEARING OR INSULATION PER FBC AND ENERGY �.�/ cQ"' 2x BLOCKING HORIZONTALLY@
<br />EXTERIOR WALL 8" C,M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING
<br />PF 1"x P,T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11)
<br />INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR
<br />v 10 -0 (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />#5 VERT. IN FILLED CELL � �� ADDITIONAL INFORMATION
<br />SEE CC/S3 OR �„ LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE
<br />G/S3 FOR ANCHOR „a „ „ „a METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />BOLT INFO. I 5/8"x6" "J" BOLTS BOLT 5/8 x 10' J BOLT @ 24 0/C W/ 2 X 3/16
<br />10d NAILS
<br />I I PLATE WASHER TYPICAL 3RD LAYER 1/$"THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 "
<br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR
<br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />I 3500#, MIN. TENSION 2600#
<br />6 1/4"x31/4" TAPCONS )
<br />O 6 x 6 W1.4 x W1.4 WWF OR 20"MIN. LAP [24" MIN. LAP] SPACE ANCHOR
<br />*SIMPSON SP1 I I 2X PT PLATE #5 REINFORCING J „ ,.,
<br />SPACED EVENLY FIBERMESH -- BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 N c _
<br />wl (10) 10d NAILS �, WEEP SCREED INSTALLED BAR „ .-
<br />TYP r 2x P.T. PLATE o END OF 2 x PLATE WWF OR FIBERMESH M E ,
<br />I c PER MFR INSTRUCTIONS
<br />I ASSUMED FINISHED E #3 OR #4 REINFORCING BAR � ° p p
<br />GRADE iv - ° ° • z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a A -
<br />o FINISH GRADE ao [GRADE 60 MIN. Fy= 60ksi] -I I � III re • ° ° I �I L1-III
<br />MONO OR STEMWALL Z M -0 �' 25" MIN: LAP [30"MIN. LAP] D r
<br />� -- \' g I
<br />FOOTING MONO SHOWN 6 MIL VAPOR BARRIEIR I __ _ I=1 I=1 I (=I ° •
<br />u -� I I o° ° I =1 I I -I I =_ �' ' -I 11--III ILI=Uj
<br />-'
<br />FOR CLARITY ,p _ - -
<br />° #5 REINFORCING BAR R 1 718 11=1 I 1-
<br />=11i-i !_ I -I I °= 11=T11=1 r1- �11 f I-1
<br />e _I -� I _ I f '• ITI-�1-�-_ T #5 LAP SPLICE 2 #5 CONT.
<br />_I I =- j—� 36" MIN. LAP [36 MIN. LAP] ON 3 CHAIRS
<br />NOTE: D ill- N ° °• „
<br />()
<br />*FOR BEARING WALL -I (, I -1 I I_I I I r COMP, SOIL. (COMPACTED TO I_ (TYP" 8 1-4 $
<br />W/ UPLIFT ONLY -I I -' 95 /o MODIFIED PROCTOR ASTM
<br />- - - - - _
<br />! I ! I— (=1 I 1 != (i i=1 I I=III I=I I i I=1 I I_-III--� i-i 1 I' D1557)I-
<br />=I � � -1 -I -I 1(-I I -I I I I 1 I 1-I' 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT G
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 S3 S3 SCALE: 3/4"=V-0"
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 SCALE: N.T.S. _
<br />SLAB INFORMATION. SLAB INFORMATION. S3
<br />6 x 6 W1.4 x W1.4 1 1/2" RECESS FOR ARIES 6 x 6 W1.4 x W1.4
<br />31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />AT 24" O.C. MAX. - a '
<br />a •' GRADE SEE PLAN FOR _ _ &OLAYOUTID SIGN INFOM o . -
<br />- _ ,T,-i i r-ti,--T TOP OF BEAM
<br />REBAR w/ OPT. SEE ROOF PLAN _ - _- e ; a a dr-
<br />TI-IT]TI=I1=SCREEN ENCLOSURE (2) HTS20 FOR STRUCTURAL = I> r r, r I I `' E
<br />N m'
<br />I_ BEAMSIZESIZE & a _ r
<br />4 U.
<br />CONNECTION INFO c
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE rL
<br />SCALE:3/4"=V-0" S3
<br />P T 2x 1/2" GYP. BD.
<br />_ ' . •.
<br />—
<br />I
<br />I 2x4 #2 SYP P.T. FRAMING w/
<br />T h-=I I ,-'
<br />I
<br />MIN 7116" O.S.B. SHEATHING
<br />SEE A/S3/J/S6I 8"
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />w
<br />SCHEDULE
<br />I=
<br />a
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />j
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION
<br />HOLD GYP. BD. : w COLUMN SIZE AND BASE
<br />" 1/2" FROM SLAB A CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM
<br />0J CONT. BEAD SEALANT SCALE: 3/4"=1'
<br />BLOCK WALL BEYOND .: ° . ' a INTERIOR 2X STUDS @ 24 O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE
<br />EXPANSION JOINT a,`. • SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS
<br />+ ATTACHMENTS & 18/D1
<br />31/2 COLUMN TO PORCH SILL MASONRY WALL AND
<br />a GARAGE AT 8" O.C.
<br />13" PAD FOOTING
<br />Q.H.D. RECESS I I
<br />`-" 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL t I I
<br />CONCRETE NAILS W 1 1/2' ATTACHMENTS EXTEND FILL CELLS E
<br />.,
<br />EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"OCTO FOUNDATION PAD � d.
<br />• ' " �- STAGGERED, FROM BOTTOM INSULATION PER CHART Z SQUARE CMU BLOCK BASE I I MAT REINFORCING. `�" '
<br />• p CONT. FOOTING STEEL I I
<br />PLATE TO CONCRETE ON FLOOR PLAN w SIZE VARIES PER PLAN c
<br />-I r= 11-�����i� I •:.%�. _� �' (MIN. SHEAR 180#MIN CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS 00 z GRADE
<br />co TENSION 120#) CONCRETE SLAB _ > FILLED SOLID (SEE PLAN FOR 1i l -_
<br />- 4 = 6 x 6 W1.4 x W1.4 �., w SIZE AND REINFORCEMENT) 0FE- I I ,• i !-' 1-1'
<br />III -►I :.' I� I = �, = o W ) z = - 1 1=t
<br />s° • z . WWF OR FIBERMESH cn o a w o _I ! I (1-1i1 I -I v
<br />. I N - , BRICK PAVERS or SLAB PER own `� v 1' .I • •� • �• , �, z
<br />I=1 11= 11= -) I I=) Ill
<br />{ I m 6 MIL VAPOR COMMUNITY SPECS
<br />SEE A/S3 OR J/S6 FOOTING
<br />' BARRIER �- - —
<br />FOR REINF. INFO. 3" MIN, CLEARANCE �I 1= 11=1 I I— I--� I I- (, ,i I I ! I= (; _;) �I (-I ;= BEYOND
<br />V-4" (1 STORY) -I I III I (1=11 I ,, •• PAD REINFORCEMENT =
<br />i ,,,-,,,- „-, `' .' 3" MIN. CLEARANCE
<br />V-8" 2 ST RY rr v+• �, ;« •''' SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH
<br />` ) 4' 4 .w .. * • •�, CONIC. PAD INFO.
<br />SEE SCHEDULE
<br />GARAGE DOOR SLAB RECESS r7� INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE:3/4"=V-0'
<br />ADDITIONAL INFORMATION. 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 contained within these
<br />drawings comply with the 2020
<br />Florida Building Code -
<br />Residential 7th Edition. Engineer's
<br />signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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