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<br />2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS
<br />INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2)
<br />1Y-O" (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
<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 />D °
<br />SHINGLE ROOF, SHINGLES TO
<br />°
<br />a
<br />BE IN ACCORDANCE w/ ASTM
<br />D D 11=1 11=1 1=1 1=
<br />-III--1 1—I 1=I m
<br />D
<br />1-1I1=III—I1I1 II I11=1 111='
<br />D7158-CLASS G or H, or ASTM
<br />I 1=111-111-111=� � • 11-111-111=111=1'
<br />D3161-CLASS F, IN
<br />12
<br />��(TYP.
<br />ACCORDANCE w/ TABLE
<br />"—'' 1=111=11 I=1 I1=111=111=1 I 1=III=1 I 1=111=1
<br />' 111=I I1=111=III III —III I11=I I I-
<br />VARIES
<br />R905.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION (2020)
<br />=III
<br />-1I�,�1I11� I11 �IIIIIII� IIII�,IIH�'
<br />8„
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />INSULAFION 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 />`
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-6"
<br />S3
<br />ELEV. VARIES
<br />5/8" OR 1/2" 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 />W/A HABITABLE ROOM
<br />12" •N.0• 2x SUB FASCIA
<br />ABOVE) W/DRYWALL
<br />EE STRUCTURAL
<br />SCREWS @ 7" O.C.
<br />SOFFIT SHEET SS
<br />CEILING & 8" O.C. WALLS
<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 />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />I11
<br />°-
<br />NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />-
<br />DECO
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />GRADE
<br />C
<br />L
<br />"D
<br />I
<br />� � �
<br />6 MIL VAPOR
<br />D
<br />D
<br />III=
<br />I = - z
<br />-
<br />BARRIER
<br />III
<br />; D /r 4
<br />IIIIII
<br />° •
<br />III-
<br />r
<br />COMP. SOIL.
<br />II II
<br />'
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />III Ili=1
<br />11=1 I
<br />I I I
<br />ASTM D1557)
<br />3" MIN.
<br />CLR.
<br />(2) #5 REBAR CONT.
<br />CHAIRS TYP.
<br />OU.N
<br />1'-4" (1 STORY)
<br />STD. 90 HOOK (SEE
<br />0
<br />4„
<br />V-8" (2 STORY)
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />q
<br />SCALE: 3/4" = V-0"
<br />S3
<br />OPT: DEPRESS SLAB 5 %"
<br />DEEP AND 6" BEYOND -
<br />DOOR TO RECEIVE
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />PAVERS
<br />BLOCK WALL BEYOND
<br />14 O.H.D. RECESS � z
<br />M 5i
<br />4" IIII o0
<br />SEE A/S3 OR J/S6--� I I II I I ITI I I I I 1 I I IT -
<br />FOR REINF. INFO. L 3" MIN. CLEARANCE
<br />1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STOR )
<br />GARAGE DOOR SLAB RECESS J.1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />7v1r
<br />5/8"OR 112" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF Xi BLOCKING
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8'OR 1/2 HIGH STRENGTH
<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 W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPE "X° @ EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. ABOVE) 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) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1U-0" (R302.11)
<br />jv
<br />L
<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 />Ik
<br />SIMPSON SP1 w/ (10)10d NAILS
<br />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS
<br />= 5/8„° x 10„ „ J„ BOLT @ 24 O.C. W/ IF NOTED, THIS REFERS TO THE
<br />r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />ELEV. U-0" OIL (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. -0'-3 1/2" z �3 1/2" MIN. �31/2"MIN.
<br />° A.F.F, p v
<br />° 2x4 CONT. ILL 310 ° 11�=III=I=I/2"(min.)-4" I
<br />1/2"(min-4"
<br />N ' I=T1I_=
<br />oo .111-11F /2"(minT
<br />-GARAGE DEPTH VARIES 3 1/2(m
<br />`i -1 11=1 I I I I 1=1 11=1 f f=1 I f ITI=1 I I I'' =ITI-1 I( IZzI I �I 11=1 11=1 I I I I 1=1
<br />''=-1_TI=ITI=III—-I I I— =1 I-I11=1 I f-III=I = I I=
<br />(2) #5 CONT. 4 l I i 11— I —I I 8 (2) #5 CONT,
<br />GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL MIN STEP
<br />TYPICAL BEARING WALL (a STEP (@ SHEARWALL C @ CC
<br />SCALE: 3/4"=V-0"
<br />S3
<br />112" 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" 0/C FIELD.
<br />"SHEAR WALL"
<br />SCALE: 3/4"=1'-0"
<br />GOC'` L`(
<br />sE�°00
<br />ens
<br />M
<br />SCALE: 3/4"=1'-0" S3
<br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ M�N��oos
<br />LOAD BEARING OR INSULATION PER FBC AND ENERGY \f lcc� \\`,
<br />\ 2x BLOCKING HORIZONTALLY@
<br />EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING
<br />1 x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11)
<br />INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR
<br />#5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION
<br />SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE
<br />G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10' ' J' BOLT @ 24 O/C W/ 2,'° X 3/16"
<br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK j 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) 1Od NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />*SIMPSON SP1 (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP 124" MIN. LAP] 3500#, MIN. TENSION 2600#)
<br />SPACED EVENLY 2X PT PLATE #5 REINFORCING SPACE ANCHOR ^
<br />w/ (10)1 Od NAILS N FIBERMESH WEEP SCREED INSTALLED BAR < BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4
<br />fV
<br />2x P.T. PLATE .; W END OF 2 x PLATE WWF OR FIBERMESH
<br />TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR � D p. .
<br />' GRADE N D D D _ z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a e } T T
<br />° D FINISH GRADE °p [GRADE 60 MIN. Fy= 60ksi] a
<br />26-1 I Imo—III-111 m D D I —I I I�—I I 1=1 I MONO OR OR STEMWALL z M — — — D D. " MIN. LAP [30"MIN, LAP] ¢ 1 I1=11 I_I I I I D I I
<br />FOOTING MONO SHOWN > ` —I I 1-I I=I III - w ° • III I I=I1I=11I—I'
<br />°O 6 MIL VAPOR BARRIER —T III D ° I=I11=111=_ °0
<br />FOR CLARITY _ i ,. — — `�
<br />III=1I —III—III—• #5 REINFORCING BAR I=1 I -1 I 111I I I -fir
<br />-- T I I I I I —I 11=ITI-0=1 11= r z r I I I I 1=1 11=ITI=1 I I III —III I I L-
<br />- #5 LAP SPLICE
<br />I—III_I (2) #5 CONT.—
<br />NOTE:
<br />_i -,i f (III D ° I=I1I—I1I= I' 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS
<br />*FOR BEARING WALL 8„ 1' 4" 8"
<br />r COMP. SOIL. (COMPACTED TO _ (TYP.)
<br />W/ UPLIFT ONLY _ 95% MODIFIED PROCTOR ASTM 10"
<br />-- D1557) 1 I f III=III-I 11=1 I I III=I
<br />-
<br />-i 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK
<br />_ - = #6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F
<br />WALL w/ UPLIFT
<br />G
<br />SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"
<br />GRADE
<br />00
<br />=11 =1 I —1 1 1-1 1 1-1 1 1-1 1 1-1
<br />= 1 #5 REBAR w/ OPT.
<br />11117 II I I I I 1=1 I I� 11=SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=V-0" S3
<br />EXPANSION JOINT
<br />1
<br />SEE A/S3 0R J/S6---- -I l �l l l 14-F -11 , , I I1 I I"
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'-4" (1 STORY)
<br />1'-8" (2 ST RY)
<br />GARAGE DOOR SLAB RECESS J
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />BLOCK WALL BEYOND
<br />O.H.D. RECESS
<br />Ii OP
<br />II_ r-
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SCALE: 3/4"=V-0""'Iii S3 SCALE: N.T.S.`Iiiii S3 SCALE: 3/4"=V-0"
<br />S3
<br />VARIES
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1/2" RECESS FOR WWF OR FIBERMESH
<br />1 Od NAILS TO TRUSS TOP CHORD SEE ROOF PLAN
<br />FOR TRUSS
<br />AT 24" O.C. MAX. _ ° —�
<br />T.CONNECTION INFO
<br />SEE PLAN FOR Cl)
<br />TOP OF BEAM & LAYOUT DESIGN —
<br />SEE ROOF PLAN
<br />(2) HTS20 FOR STRUCTURALr N
<br />BEAM SIZE & , I I a.
<br />CONNECTION INFO M
<br />P.T. 2x 1/2" GYP. BD.
<br />HOLD GYP. BD.
<br />2„ 112" FROM SLAB
<br />0'-0" CONT. BEAD SEALANT
<br />INTERIOR
<br />a . -31- - /z
<br />• .. .. -o
<br />ve '
<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 />? .0
<br />~ N 1=1TI= II= �-'
<br />6 MIL VAPOR !'ri I=1 1= I=I
<br />BARRIER _1� 111�1 I I I11 I1�1
<br />��I 11� 11111 I l 111
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG
<br />SCALE: 3/4"=V-0"
<br />IIIIIF
<br />-
<br />I 2x4 #2 SYP P.T. FRAMING w/ =� I11, ,� III; , ,� I'
<br />MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 , T_4I— 8"
<br />z ATTACHED PER NAILING FOR REINF. INFO.
<br />w � SCHEDULE OPTION #1
<br />12� > SEE TYP, WALL SECTION FOR ADDITIONAL
<br />j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION
<br />w
<br />COLUMN SIZE AND BASE
<br />w
<br />CONNECTION INFO,
<br />SLAB STEP & RECESS
<br />S.G.D. M
<br />SCALE:3/4"=1'-0" S3
<br />2X STUDS @ 24" O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />� MASONRY WALL AND
<br />SEE DETAIL 16/D1 FOR
<br />°'
<br />w/ 1/4"x3" TAPCONS
<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 />TRIM PER PLAN
<br />8" MASONRY WALL
<br />-
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />ATTACHMENTS
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD
<br />INSULATION PER CHART
<br />z
<br />O
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING.
<br />ON FLOOR PLAN
<br />w
<br />SIZE VARIES PER PLAN
<br />e�
<br />CONT. BEAD SEALANT
<br />Q
<br />j
<br />w/ MIN. (2) #5 VERTICALS
<br />0 z
<br />GRADE
<br />d
<br />>
<br />FILLED SOLID (SEE PLAN FOR
<br />=
<br />° 6 x 6 W1.4 x W1.4 c�
<br />w
<br />SIZE AND REINFORCEMENT)
<br />0LU
<br />WWF OR FIBERMESH ch
<br />w
<br />UJ
<br />BRICK PAVERS or SLAB PER
<br />COMMUNITY SPECS
<br />z w
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<br />.0. SEE SCHEDULE
<br />TAPERED.
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural
<br />plans and specifications contained within these
<br />drawings comply with the 2020
<br />Florida Building Code -
<br />Residential
<br />7th Edition. Engineer's signature and seal is only for
<br />the structural
<br />engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
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<br />NO:
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<br />SCALE :
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<br />SHEET NO.
<br />S3
<br />(MONO)
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