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<br />I-)
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<br />CM
<br />V
<br />2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS
<br />INTERVALS NOT EXCEEDING
<br />@ 16" O.C. W/ (2)
<br />1 Y-O" (R302.1 1)
<br />16d TOENAILS T & B
<br />FOR UNDERLAYMENT
<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 &
<br />ROOF FLASHING AND ROOF FLASHING
<br />HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2 x PLATE
<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
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.)
<br />WWF OR FIBERMESH
<br />FTH EDITION (2020) RESIDENTIAL
<br />MOISTURE BARRIER
<br />. 111 6 - , '. - . .
<br />.
<br />A
<br />SHINGLE ROOF, SHINGLES TO
<br />BE IN ACCORDANCE w/ ASTM
<br />D7158-CLASS G or H, or ASTM
<br />D3161-CLASS F, IN
<br />R
<br />14-1 FFII: =TI 1=1 1-11
<br />12
<br />ACCORDANCE w/ TABLE
<br />(TY P 7.)
<br />:TYP.) VARIES
<br />R905.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION
<br />(2020)
<br />RESIDENTIAL
<br />INSULANON E
<br />ROOF SHEATHING - SEE
<br />SCHEDULE - [RSHI - ON
<br />TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<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) WIDRYWALL
<br />SCREWS @ 7" O.C.
<br />CEILING & 8" O.C. WALLS
<br />INSULATION PER
<br />CHART ON FLOOR
<br />PLAN
<br />1x2 P.T. HORIZONTALJ
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />SHEATHING AND FASTENERS WALL W/ UU I Ulf`1111- I ( GG
<br />ELEV. VARIESAk SEE TYP. WALL SECTION SCALE: 3/4"=V-0" `( (Z 11
<br />-ALUMINUM DRIP
<br />EDGE
<br />-ALUMINUM FASCIA
<br />- 2x SUB FASCIA
<br />-SEE STRUCTURAL
<br />SOFFIT SHEET SS
<br />- 8"x8"X1 6" 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 FIT WD FURRING @ 24" O.C.-/ �
<br />��
<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 />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />o
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />z
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />LIU
<br />/-NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />"FIBERMESH"
<br />DECO FINISH 4" to 6"
<br />N99
<br />BELOW GRADE
<br />E
<br />A
<br />I I I a
<br />co
<br />6MILVAPOR-��
<br />BARRIER
<br />..Trr;7
<br />t> A
<br />D.
<br />C\I
<br />COMP. SOIL.
<br />(COMPACTED TO 95%
<br />MODIFIED FIR CTOR
<br />ASTM D1557)
<br />3" MIN.
<br />CLR.
<br />(2) #5 REBAR CONT.-/
<br />ON 3" CHAIRS TYP.
<br />V-4" (1 STORY)
<br />STD. 90 HOOK (SEE
<br />U. N. 0.
<br />4"
<br />V-8" (2 STORY)
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />� �A
<br />SCALE: 3/4" = V-0"
<br />�3
<br />OPT: DEPRESS SLAB 5 Y2"
<br />DEEP AND 6" BEYOND -
<br />DOOR TO RECEIVE
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />PAVERS---\
<br />8"x8"x1 6" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=V-0"
<br />2x S. P. F. S DS 16" O.C.
<br />4
<br />2x STUD
<br />LOAD BEARING OR
<br />EXTERIOR WALL
<br />8" C.M.U.
<br />1"xPT STUD
<br />SEE CC/S3 OR
<br />#5 VERT IN FILLED CELL
<br />C14
<br />G/S3 FOR ANCHOR
<br />BOLTINFO.
<br />5/8"x6" "J" BOLTS BOLT
<br />(IF NO UP LIFT ON
<br />@ 24" O.C. VERT. OR
<br />WALL SEE GG/S3)
<br />5/8" x 6" EPDXY BOLT OR
<br />(6) 1/4"x3 1/4" TAPCONS
<br />*SIMPSON SP1
<br />SPACED EVENLY
<br />w/ (10) 1 Od NAILS
<br />2x P.T. PLATE
<br />TYP.
<br />ASSUMED FINISHED
<br />t
<br />RADE
<br />MONO OR STEMWALL--,,
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />00
<br />z
<br />NOTE:
<br />*FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />FRAME WALL TO C.M.U. WAL L C ONN ECT ION
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />6x6W1 ' 4 x W1.4
<br />3 112" WWF OR FIBERMESH
<br />in.) 4"--\ z
<br />W,
<br />SCALE: 3/4"=V-0"
<br />GRADE
<br />(1) #5 REBAR w/ OPT.
<br />-SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 3/4"=V-0" � S3
<br />BLOCK WALL BEYOND EXPANSION JOINT BLOCK WALL BEYOND
<br />14" O.H.D. RECESS 13" O.H.D. RECESS
<br />IT 2�
<br />/L A,
<br />4 1 4
<br />A
<br />7 � I. . - - : 4.
<br />0? 4" 0?
<br />.1 ':A
<br />S E E A/S3 0 R J/S6 `-1 LIF, 1 11 F,�' -r
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />118" (2 STORY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3
<br />ADDITIONAL INFORMATION.
<br />SEE A/S3 OR J/S6 --" �I �1, LI , 9--
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V-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 />1/2" OR 7/16" OSI3 MIN. PLYWOOD SHEATHING -
<br />NAILED W1 8d COMMON NAILS @ 4" O/C
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.1 1)
<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 />E
<br />175zr -17;;Z1
<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 Y8" 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 />TOP PLATE S.P.F. DOUBLE
<br />TOP PLATE
<br />SIMPSON SP2 w/
<br />(12) 1 Od NAILS "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ "x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 1 Od NAILS U.N.O.
<br />SHEATHING REQ'D. FOR ALL x 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" (R302.1 1) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1)
<br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x`12" 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 />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 wl (10) 1 Od NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 1 Od NAILS
<br />5/8"' x 10" "J" BOLT @ 24" 0 ' C ' W/ 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"xl 2" TITEN H D @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x 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 W1.4 x W1.4
<br />@ 24" O.C.) 211 ATTACHMENTS /2"
<br />z 3 1/2" MIN.
<br />0 WWF OR FIBERMESH WWF OR FIBERMESH
<br />ELEV. 4-3 11/2%,il p: 3 1/2" MIN. /6x
<br />0
<br />A.F.F. p
<br />ILL.
<br />CD I-P� 1/2"(min')- 4" 112"(min.)- 4-
<br />C14 RUT -
<br />00 Ff=' 00 F�
<br />I I FEI I 1=1 11
<br />3 1/2"hin.) - 4' 3 1/2"I'min 4'
<br />(2) #5 CONT. 4 , V41 1 8"
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP "' SHEARWALL
<br />UCV
<br />"SHEAR WALL" SCALE: 3/4"=V-0"
<br />j��Go\� 1. 0"
<br />-\0S01-\`1
<br />I? CIS -
<br />2x STUDS @ 16" O/C
<br />INSULATION PER FBC AND ENERGY
<br />FORM SUBMITTED WITH PERMIT
<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 HOOK 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] #5 REINFORCING
<br />WEEP SCREED INSTALLED
<br />BAR
<br />PER MFR INSTRUCTIONS
<br />N"-#3 OR #4 REINFORCING BAR
<br />: D, 11 . t, - i GRADE 40 MIN. Fy= 40ksi
<br />t, #3 & #4 LAP SPLICE - 60ksi
<br />[GRADE 60 MI Fy
<br />FINISH GRADE aO N.
<br />t - > I TT 25" MIN. LAP [30" MIN. LAP]
<br />1�'� 0? AAI "I "A
<br />T -117-7 17 -m 1 �,=- ,,, q-
<br />6 MIL VAPOR 1 #5 REINFORCING BAR R 1 7/8"
<br />-M'E- Flm'
<br />'.''F M C,
<br />I MIM -
<br />1 11 E =T -11 T 1-1 T I AP
<br />ff.r P1 IrF
<br />1 1 "T't 'I- -
<br />rti 11 :1 IV:
<br />COMP. SOIL. (COMPACTED TO -"M- 7T!--"i
<br />-I I I I I I TtIl 171. 111-1.
<br />95% MODIFIED PROCTOR ASTM I r:
<br />"T
<br />p
<br />D1557) ID
<br />4" 1'4'
<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
<br />1/2" GYP. BD.
<br />HOLD GYP. BD.
<br />e.
<br />1/2" FROM SLAB
<br />CONT. BEAD SEAL4
<br />A
<br />A
<br />INTERIOR
<br />4.
<br />-3 1/2" Ali,
<br />4-
<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 />CONCRETE SLAB---,
<br />44
<br />0?
<br />co 6 MIL VAPOR
<br />�102L,
<br />BARRIER
<br />14" 14"
<br />INTERIOR WALL SLAB STEP NON-BRG
<br />SCALE: 3/4"=V-0"
<br />C I I Illy
<br />(2) #5 ONT. -t7 4'
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @cy STEP �cc
<br />SCALE: 3/4"=V-0" S3
<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 />W END OF 2" x PLATE
<br />W
<br />0
<br />U)
<br />CL
<br />LU
<br />W
<br />U)
<br />(2) #5 CONT.-
<br />ON 3" CHAIRS
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.1 1)
<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 />6 x 6 W1.4 x W1.4 !Z41 c�
<br />WWF OR FIBERMESH t
<br />9
<br />(TYP.) 8" 1'4" 8"
<br />101,
<br />'--#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />REBAR DETAILS
<br />F�
<br />WALL w/ UPLIFT
<br />K* G�
<br />SCALE: N.T.S.
<br />�3
<br />SCALE: 3/4"=V-0"
<br />� �3
<br />VARIES
<br />EE PLAN
<br />1 1/2" RECESS FOR
<br />6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />AT 24" O.C. MAX.
<br />CONNECTION INFO
<br />4
<br />SEE PLAN FOR
<br />& LAYOUT DESIGN
<br />.4
<br />TOP OF BEAM
<br />A
<br />4
<br />U-
<br />(2) HTS20
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />00
<br />d
<br />C',
<br />I -A I
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />41
<br />TI.-
<br />E
<br />/-2x4 P.T. 2x4 #2 SYP P.T. FRAMING w/
<br />S,
<br />PLATE SEE A/S3/J/
<br />MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO.
<br />z ATTACHED PER NAILING OPTION #1
<br />LU SCHEDULE
<br />X SEE TYP. WALL SECTION FOR ADDITIONAL
<br />COLUMN LOCATION 1�1
<br />> -j SEE PLAN FOR STRUCTURAL SLAB INFORMATION.
<br />L U) -,N�
<br />U COLUMN SIZE AND BASE
<br />LIj
<br />UJI CONNECTION INFO. SLAB STEP & RECESS ('w S.G.D. rM
<br />-2X STUDS @ 24" O.C. U,N.O. SECURE 2x4 P.T. BTM. PLATE SCALE: 3/4"=V-0" �, �3
<br />SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8"
<br />COLUMN TO PORCH SILL O.C. MASONRYWALLAND I
<br />GARAGE ATTACHMENTS & 18/D1 PAD FOOTING
<br />ZZ--1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL
<br />ATTACHMENTS EXTEND FILL CELLS
<br />W/ DRYWALL SCREWS @ 8"O.C,
<br />z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING.
<br />U) 0
<br />ON FLOOR PLAN Uj SIZE VARIES PER PLAN
<br />CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS
<br />GRADE
<br />FILLED SOLID (SEE PLAN FOR
<br />LU
<br />L Uj
<br />6 x 6 W1.4 x W1.4 LU SIZE AND REINFORCEMENT)
<br />Uj
<br />1-- LU U-1
<br />co WWF OR FIBERMESH co U) a- U.1
<br />0 Lu U) U-1 z
<br /><
<br />BRICK PAVERS or SLAB PER 00 0 =
<br />COMMUNITY SPECS <
<br />0'-0" FIN. FLR./-Ik "'�"-FOOTING L-uJ
<br />BEYOND
<br />16 PAD REINFORCEMEN 3" MIN. CLEARANCE
<br />SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH
<br />4. CONC. PAD INFO,
<br />P. �04
<br />SEE SCHEDULE
<br />CD
<br />rK TAPERED COLUMN -I, FRA ING r T2� PATIO COLUMN FTG. DETAIL �N
<br />�3 SCALE: 3/4" = V-0" SCALE: N.T.S. �3
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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
<br />Ronde Building Code -
<br />Residential 7th Edition. Engineers signature and seal is only for
<br />t e s ructu I eng neering portions of the draw ng pages beadng
<br />ngineers signature and seal.
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<br />JOB
<br />NO: 23-05719-05724
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />I I I 1 1. lIfF- III I . I, I 11L;A. Alki. kh
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