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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 />INSU
<br />�✓1- mil- 71/r
<br />II II II II
<br />2x #2 SPF STUDS -
<br />@16" O.C. W/ (2)
<br />FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10-0 (R302.11)
<br />REQUIREMENTS SEE R905.1.1 INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24"
<br />1/2" GYP. WB (MIN.) @GARAGE SIDE IF Z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR
<br />PRE ENGINEERED WOOD APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN 24„ O.C.)
<br />INSULATION PER CHART ON FLOOR PLAN
<br />3/8 MORTAR BETWEEN @
<br />TRUSS @ 24" O.C. U.N.O. " EDGES, AND @ 12" O.C. @FIELD
<br />2x P.T. PLATE 1/4 DIA. X 31/4' TAPCONS @ 24" 0/C & .� SLAB &BLOCK "SIMILAR AT FOUNDATION ONLY"
<br />HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS
<br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r r 2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl)1 1 i:1 ``' 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 />MOISTURE BARRIER o - A. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL
<br />° A.F.F. 24„ 2,r x 6 W1.4 x W1.4 ATTACHMENTS2� 6 x 6 W1.4 x W1.4
<br />SHINGLE ROOF, SHINGLES TO �� a t. - - a 0 @ O.C.) WWF OR FIBERMESH WWF OR FIBERMESH
<br />BE IN ACCORDANCE w/ ASTM =III=III=III=I m . ° I I=I I I=1 I �I 11= ° a ° ° a ° ° z 31/2" MIN. 31/2" MIN.
<br />III -I I �I I I I III=1 I 1=1 1= �- a ° 4 ELEV. -0'-3 v2
<br />::
<br />D7158-CLASS G or H, or ASTM I I • 1 �I I I=I �LI=1' ° a ° ° ° ° ° ° o----- '
<br />-III=IIIH III III
<br />III-� ° a ° A.F.F. o ° °
<br />D3161-CLASS F, IN ' �- - - I ° a 2x4 CONT. °
<br />I-II-1 11° ° °79
<br />g ° p ° _
<br />-
<br />1/2"(min.)- 4"ACCORDANCE w/ TABLE
<br />R905.2.6.1, FLORIDA BUILDING 3I II I I°Q4
<br />ji,=I=I RM- _i =I11iI= ,J 31/2"(min- 4" =T III
<br />GARAGE DEPTH VARIES -II In,
<br />7TH EDITION (2020) —iI-I I
<br />RESIDENTIAL 8
<br />-
<br />111=I T-T III -III 1r ' -I I f- I I I-III-i I T
<br />ROOF SHEATHING - SEE ° I -}I I�I-'
<br />SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING (2) #5 CONT. 4" V 4" 8" (2) #5 CONT. 4' i =4 g
<br />U.N.O. MIN.
<br />FRAMING SHEET FOR 1�N.0. MIN' TYPICAL BEARING WALL STEP
<br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALL C @ 6C
<br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3
<br />. - "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3
<br />5/8" OR1112" HIGH -�
<br />STRENGTH CEILING
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />ALUMINUM DRIP
<br />EDGE
<br />ALUMINUM FASCIA
<br />\12'N.O.
<br />W/A HABITABLE ROOM
<br />2x SUB FASCIA
<br />ABOVE) W/DRYWALL
<br />SCREWS @ 7" O.C.
<br />CEILING & 8" O.C. WALLS
<br />EE STRUCTURAL
<br />SOFFIT SHEET SS
<br />8"x8"X16" KNOCK -OUT
<br />INSULATION PER
<br />BLOCK W/ 1#5 CONT,
<br />CHART ON FLOOR
<br />FILLED SOLID W/GROUT
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />STD. 90-HOOK (SEE DETAIL)
<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 CONC. SLAB
<br />M
<br />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />�
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />n
<br />NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />"FIBERMESH"
<br />-
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />N '
<br />f °�
<br />- Z
<br />6 MIL VAPOR
<br />_ D
<br />W
<br />BARRIER
<br />- I ff D a
<br />1 1
<br />g
<br />D
<br />= I •
<br />_
<br />Cv
<br />r
<br />COMP. SOIL.
<br />(COMPACTED TO 95% —I 1T 1I1=T
<br />MODIFIED PROCTOR I I I I I I TTT-- TI f
<br />ASTM D1557)
<br />(2) #5 REBAR CONT._/3" MIN. CLR.
<br />ON 3" CHAIRS TYP. 1'4' (1 STORY) STD. 90 HOOK (SEE
<br />U.N.O. 4" 1'4' (2 STORY) DETAIL)
<br />TYPICAL WALL SECTION rA
<br />SCALE: 3/4" = 1'-0" S3
<br />OPT: DEPRESS SLAB 5 %"
<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 % `r z
<br />M �
<br />w=-rrrl=r i i—n r—tTt—rT _ ,
<br />4' 00
<br />T II .•�. +� � . ILIII_
<br />7�111 ; t :
<br />SEE A/S3 OR J/S6 - III i I�l r it Ir
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'4" (1 STOW') / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STOR )
<br />GARAGE DOOR SLAB RECESS
<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 />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 />a „ „
<br />(U.N.O.) (OR GYP. TYPE X„ @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS s „ „ BLOCKING @ 12„ O.C. w/ (2)12d TOE NAILS
<br />GARAGE
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ 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 TOP PLATE
<br />SIMPSON SP2 w/
<br />2x BLOCKING HORIZONTALLY@ (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 />INTERVALS NOT EXCEEDING (12)10d NAILS U.N.O.
<br />10'-0" (R302.11)J 1/2" CDX PLYWOOD OR 7/16" O.S.B.
<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 />, „
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<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 />095 'C�EGS�G�P�
<br />PGS'
<br />M
<br />I
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" O/C
<br />INSULATION PER FBC AND ENERGY
<br />8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />1 "x P.T. STUD
<br />2x BLOCKING HORIZONTALLY@
<br />APPLICATION
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<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 />N
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />"J"
<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 HOOK DETAIL
<br />SIMPSON SP1 w/ (10)
<br />5/8"x6" BOLTS BOLT
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK,
<br />K.O. BLOCK
<br />10d NAILS
<br />@ 24" O,C. VERT. OR
<br />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
<br />(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 124" MIN. LAP]
<br />#5 REINFORCING
<br />SPACE ANCHOR
<br />SPACED EVENLY
<br />FIBERMESH
<br />BAR
<br />¢
<br />BOLTS 6" MAX FROM
<br />r
<br />2x P.T. PLATE
<br />WEEP SCREED INSTALLED
<br />LU
<br />END OF 2" x PLATE
<br />ASSUMED FINISHED
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />C)
<br />P
<br />GRADE
<br />Cti
<br />u u
<br />z_
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN. Fy= 40ksi
<br />a
<br />a
<br />_
<br />FINISH GRADE o0
<br />25" MIN. LAP [30"MIN. LAP)
<br />[GRADE 60 MIN. Fy- 60ksi]
<br />°
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (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, .
<br />I ill-lI I—
<br />I TT=1 I I-1 f[=� r
<br />I I I - w -I I I T 1= D 1 1 I I —I I -I I-,
<br />D °DCj
<br />D _ °O 6 MIL VAPOR BARRIER — i ° I = I =1 =I! _ 0O w r—T=I I III— ° — —
<br />° III 117 T= I #5 REINFORCING BAR R 1 7/8" �' L—�'
<br />I -III -III -III -III -III z T -
<br />ITfI= 1=ITI: T I1=T=ITI- I I ITI=
<br />o g D° °=1=1 I=1 I=1=1 I=1 • 0 1TfT�1� T r #5 LAP SPLICE 2 45 CONT
<br />COMP. SOIL. (COMPACTED TO
<br />- - - 95% MODIFIED PROCTOR ASTM l _
<br />1111E-1 11-1 I-1 I I=I � 1=1 I - ME -El I I- - -1 11=I 11=- 1=1 11=1 I I .I I D1557) �- , r-ITT,; rI ,,,J. �, rri-I r
<br />4" 1'4"
<br />' III=ill-111.-III,,1111111111�11111;,111,;,111=III-III=111-
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"
<br />;; GRADE
<br />00
<br />— C
<br />#5 REBAR w/ OPT.
<br />I-111= 1 i-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"
<br />O.H.D. RECESS d
<br />CV '
<br />r
<br />N a
<br />r
<br />M �_, •. a.• .�.
<br />111--���.... •-I i I ! 11= I I� T= :.:•' , :.�� ..` •
<br />4„ 1 60
<br />Il�illl� II '�: ]Eli I F
<br />SEE A/S3 OR J/S6 -I 1111 1 I I I �I I IT
<br />FOR REINF. INFO. 3" 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. S3
<br />ADDITIONAL INFORMATION.
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />P.T. 2x \
<br />0�
<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#)
<br />00 -E
<br />F_ d
<br />1/2" GYP. BD.
<br />HOLD GYP. BD.
<br />1 /7" COnAA CI AD
<br />r1n Kf!'0CTC Or AD
<br />SCALE: 3/4"=V-0"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=V-0"
<br />36" MIN. LAP [36" MIN. LAP]
<br />ON 3" CHAIRS
<br />10"
<br />(TYP.) 8" 1'-4" 8"
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />REBAR DETAILS
<br />rF
<br />WALL w/ UPLIFT
<br />G
<br />SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4"=V-0"
<br />S3
<br />VARIES
<br />SEE PLAN
<br />1 1/2" RECESS FOR
<br />6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O.)
<br />WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />°
<br />AT 24" O.C. MAX. CONNECTION INFO
<br />SEE PLAN FOR
<br />&LAYOUT DESIGN
<br />°'
<br />a
<br />e
<br />--�
<br />TOP OF BEAM
<br />a
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />- -_-_- a
<br />�_IT
<br />G -
<br />(Z) HTS20
<br />:-
<br />_, ,T�r m
<br />BEAM SIZE &
<br />N A
<br />�I
<br />CONNECTION INFO
<br />Cl)- °
<br />I I
<br />T.
<br />11=
<br />P nTe I I 2x4 #2 SYP P.T. FRAMING w/
<br />Ins° MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6
<br />o.s.B. Z ATTACHED PER NAILING FOR REINF. INFO.
<br />w SCHEDULE OPTION #1
<br />COLUMNgLOCATION ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL
<br />> _j SEE PLAN FOR STRUCTURAL SLAB INFORMATION.
<br />w COLUMN SIZE AND BASE
<br />o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM
<br />SCALE:3/4"=V-0" S3
<br />,)
<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
<br />� MASONRY WALL AND
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />AT 8" O.C.
<br />PAD FOOTING
<br />ATTACHMENTS & 18/D1
<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 />W/ DRYWALL SCREWS 8"O.C.
<br />°�
<br />TO FOUNDATION PAD E
<br />-INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. Q '
<br />ON FLOOR PLAN
<br />SIZE VARIES PER PLAN
<br />r�
<br />i CONT. BEAD SEALANT
<br />w/ MIN. (2) #5 VERTICALS
<br />00
<br />GRADE
<br />-
<br />a
<br />.,
<br />FILLED SOLID (SEE PLAN FOR
<br />_ _ =
<br />a _
<br />6 x 6 W1.4 x W1.4
<br />SIZE AND REINFORCEMENT)
<br />0LU
<br />°•
<br />WWF OR FIBERMESH T
<br />"'
<br />Z w o-
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<br />I—
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<br />i l=1 I1=1 I- Z
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<br />/—BRICK PAVERS or SLAB PER
<br />w
<br />o o _
<br />- I =1
<br />•
<br />on • °•
<br />— — —_ —
<br />-
<br />„
<br />COMMUNITY SPECS
<br />'` cv
<br />0-0 FIN. FLR.L%
<br />-I -III-III-III-I1I -I I -III-=- FOOTINGLU
<br />III III-III-ITI-I 1=1 I I I I=1 1=1 I I_ U
<br />I I-1I1=1I 1=1 1-I 11 I EE I=1 1 BEYOND
<br />PAD REINFORCEMENT " --III-'
<br />(SEE SCHEDULE) 3" MIN. CLEARANCE
<br />FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL N
<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 contained within these
<br />drawings comply with the 2020
<br />Florida Building Code
<br />-
<br />Residential 7th Edition. Engineer's signature and seal
<br />is only for
<br />the structural engineering portions
<br />of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />SCALE :
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<br />SHEET NO.
<br />S3
<br />(MONO)
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