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11 III 1 __I_1 _ _1_ 1 :III'.. 19 P il:rll4:'1 I11111:9'I'I:"IIIIFlI tIff,.I"1111111 II :''I'III" III' II'I'II III II''7!' 11141 I'II! 1 1 1
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<br />V 2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2) 10'-0" (R302.11)
<br />FOR UNDERLAYMENT 16d TOENAILS T & B
<br />REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />PRE ENGINEERED WOOD APPLICABLE.
<br />TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 114" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _E
<br />COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 Q,
<br />w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH
<br />7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D °
<br />SHINGLE ROOF, SHINGLES TO ° '
<br />BE IN ACCORDANCE w/ ASTM ELI=1 11=��I m . I i—L—III—I
<br />Lip, �I
<br />D7158-CLASS G or H, or ASTM 11=1 I III= I —I ; ♦ I I I=III=1-1'
<br />D3161-CLASS F, IN-
<br />12 ACCORDANCE w/ TABLE
<br />(TYP.) R905.2.6.1, FLORIDA BUILDING '-1 i I Ell I I I IIII III=I I'
<br />VARIES CODE 7TH EDITION (2020)
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />INSULA ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G
<br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" k S3
<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 />1x2 PT WD FURRING @ 24" O.C.
<br />1/2" GYPSUM WALLBOARD
<br />U.N.O.
<br />1x4 P.T. BASE NAILER
<br />3 1/4" BASEBOARD
<br />MIN. 2500 PSI CONC. SLAB
<br />MIN PSI MAY VARY PER
<br />MUNICIPALITY.
<br />CONCRETE SLAB W/ 6X6
<br />W1.4XW1.4 WWF OR
<br />^FIBERMESH"
<br />C
<br />E
<br />CV ° D
<br />M-
<br />D
<br />6 MIL VAPOR D
<br />BARRIER ; 4
<br />COMP. SOIL. °
<br />(COMPACTED TO 95%�
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT. 1'-4" (1 STORY)
<br />U.N.O.
<br />N O CHAIRS TYP. 41' 1'-8" (2 STORY)
<br />U
<br />TYPICAL WALL SECTION
<br />SCALE: 3/4" = V-0"
<br />ALUMINUM DRIP
<br />EDGE
<br />ALUMINUM FASCIA
<br />\12'N .J
<br />2x SUB FASCIA
<br />EE 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 />(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 />a NOTE:EXTEND
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />00
<br />z
<br />CV
<br />T
<br />I�
<br />STD. 90 NOOK (SEE
<br />DETAIL)
<br />rT�
<br />S3
<br />OPT: DEPRESS SLAB 5 Y2"
<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 % z
<br />SEE A/S3 OR J/S6- -1 11 I I yF1I I I 11 I I Ir
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS rjT�
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. Q3
<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 e
<br />NOTE:
<br />*FOR BEARING WALL
<br />W/ UPLIFT ONLY
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=V-0"
<br />5/8"OR 1/2" HIGH STRENGTH
<br />(U.N.O.) (OR %" GYP. TYPE "X" @
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE) -
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />SIMPSON SP2 w/
<br />(12)10d NAILS
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />SHEATHING REQ'D. FOR ALL -
<br />EXTERIOR OR SHEAR WALLS AS
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W/ 8d COMMON NAILS @
<br />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @
<br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />ELEV. 0'4' (ALT: 1/2"x12" TITEN HD @ 24"
<br />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR
<br />@ 24" O.C.) 2"-
<br />ELEV. -0'-31/2" z �31/2"MIN.
<br />A.F.F. p
<br />N00
<br />D (1
<br />rr rrr P
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />STRENGTH _�
<br />1(O
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />(U.N.O .) (OR / GYP. TYPE X @
<br />Y8"
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />EACH END (WHEN PARALLEL)
<br />GARAGE W/A HABITABLE ROOM
<br />GARAGE
<br />EACH END (WHEN PARALLEL)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS.
<br />CONNECTIONS.
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />SIMPSON SP2 w/
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(12)10d NAILS
<br />U.N.O.
<br />2x BLOCKING HORIZONTALLY@ INTERVALS
<br />5/8"° x 10" "J" BOLT @ 24" O.C. w/
<br />2x BLOCKING HORIZONTALLY@ INTERVALS
<br />NOT EXCEEDING 10'-0" (R302.11)
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />NOT EXCEEDING 10'-0" (R302.11)
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />INSULATION PER CHART ON FLOOR PLAN
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />NSULATION PER CHART ON FLOOR PLAN
<br />@ 24" O.C.)
<br />SIMPSON SP1 w/ (10)10d NAILS
<br />"SIMILAR AT FOUNDATION ONLY"
<br />IF NOTED, THIS REFERS TO THE
<br />SIMPSON SP1 w/ (10) 10d NAILS
<br />STEP, SIZE OF FOUNDATION AND
<br />2x P.T. BOTTOM PLATE
<br />REINFORCEMENT AND WILL NOT
<br />2x P.T. BOTTOM PLATE
<br />6 x 6 W1.4 x W1.4
<br />INCLUDE THE WALL /
<br />2"
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />ATTACHMENTS
<br />WWF OR FIBERMESH
<br />)
<br />Q °
<br />6q:�1/2
<br />"(min.)- 4"1 1-I I '` '
<br />31/2"(min.) -
<br />I
<br />- TN'T7
<br />(2) #5 C- 1-111 I ' (2) #5 CONT. -I i ~ 41,
<br />4 1-4 8
<br />U.N.O. MIN. U.N.O. MIN.
<br />TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL a@ STEP rCC
<br />"SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3
<br />OS��uRE
<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 />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C 10 �MUo s
<br />INSULATION PER FBC AND ENERGY coN N
<br />8" C.M.U. FORM SUBMITTED WITH PERMIT \
<br />1"x P.T. STUD 2x BLOCKINGIHORIZONTALLY@ APPLICATION NOTE:
<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 />N LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />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 FIOOK DETAIL SIMPSON SP1 w/ (10)
<br />5/8"x6" "J" BOLTS BOLT @ 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS
<br />@ 24" O.C. VERT, OR PLATE WASHER TYPICAL
<br />5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 wl (10) 10d NAILS @ EA. STUD 2x P.T. PLATE
<br />r
<br />(6)1/4 x31/4 TAPCONS
<br />SPACED EVENLY
<br />2x P.T. PLATE
<br />ASSUMED FINISHED
<br />GRADE
<br />M.I
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />FIBERMESH
<br />�
<br />Cv �- D D'
<br />T _ .p
<br />M
<br />I —_ _ D.
<br />2X PT PLATE
<br />WEEP SCREED INSTALLED
<br />PER MFR INSTRUCTIONS
<br />Z
<br />FINISH GRADE °O
<br />AL
<br />20" MIN. LAP [24" MIN. LAP]
<br />#5 REINFORCING
<br />BAR
<br />#3 OR #4 REINFORCING BAR
<br />#3 & #4 LAP SPLICE GRADE40 MIN. Fy=40ksi
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />25" MIN. LAP [30" MIN. LAP]
<br />a
<br />o
<br />�
<br />a
<br />U)
<br />SPACE ANCHOR
<br />BOLTS 6" MAX FROM
<br />END OF 2" x PLATE
<br />LD
<br />a
<br />•
<br />< wcjj
<br />,' ° °O LLJ
<br />6 MIL VAPOR BARRIER -� ; ° I— - - R 1 7/8" �
<br />=1 1 III III -I ; I I I _ �= _ z #5 REINFORCING BAR
<br />li 1i=1!I I11= z D —I 11� r
<br />II I _ — — #5 LAP SPLICE
<br />D '� c � C -=� 1 1 III, _— i II •
<br />CV
<br />it -III it '11— D
<br />1 i • COMP. SOIL. (COMPACTED TO -I _
<br />r
<br />95% MODIFIED PROCTOR ASTM I—
<br />L 1 ;Ti l l l =III = u ! �,_ l l l !-1! _, _ D1557)
<br />;i -1 4" 114"
<br />I Ili__Ij1 1,1 =III III— ill ili=1l' ?II !11.=-jll �-III
<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" S3 SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0"
<br />SLAB INFORMATION. SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />31/2" WWF OR FIBERMESH
<br />min.} 4"---,
<br />° Wit• GRADE
<br />00
<br />— _ —_ — —_ •
<br />° _—III III III—III
<br />11
<br />(1) #5 REBAR w/ OPT.
<br />' 1=1 11=1 I I -III- 11= 11=1 11= 11=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 />•—III I I � i 1,=�I— ' :...: • �.: ��. `_ .-1=I I �- I I—T .
<br />-r
<br />�-
<br />�11ill'"' II101
<br />SEE A/S3 0R J/S6--,- II IIiI, , I1111,
<br />FOR REINF. INFO. L 3" MIN. CLEARANCE
<br />V-4" (1 STORY)
<br />V-8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. \I ALL SECTION FOR SCALE: N.T.S. 1, S3
<br />ADDITIONAL INFORMATION.
<br />P.T. 2x 1/2" GYP. BD.
<br />2,. HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />CONT. BEAD SEAMM
<br />A : INTERIOR
<br />CONCRETE NAILS W 1 1/2'
<br />J EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#) CONCRETE S
<br />0?
<br />E:
<br />co 6 MIL VAPOR
<br />BARRIER
<br />36" MIN. LAP [36" MIN. LAP]
<br />10"
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />REBAR DETAILS rF
<br />SCALE: N.T.S. S3
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN
<br />10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN
<br />FOR TRUSS
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR Ah x x CONNECTION INFO
<br />TOP OF BEAM & LAYOUT DESIGN
<br />SEE ROOF PLAN
<br />(2) HTS20 FOR STRUCTURAL r
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />I
<br />I
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING
<br />z
<br />ATTACHED PER NAILING
<br />w
<br />SCHEDULE
<br />j
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />w COLUMN SIZE AND BASE
<br />o W CONNECTION INFO.
<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 />GARAGE
<br />COLUMN TO PORCH SILL
<br />AT 8" O.C.
<br />ATTACHMENTS & 18/D1
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />ATTACHMENTS
<br />INSULATION PER CHART
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />ON FLOOR PLAN
<br />w
<br />-
<br />SIZE VARIES PER PLAN
<br />CONT. BEAD SEALANT
<br />¢
<br />>
<br />w/ MIN. (2) #5 VERTICALS
<br />FILLED SOLID (SEE PLAN FOR
<br />6 x 6 W1.4 x W1.4 r
<br />o
<br />W
<br />SIZE AND REINFORCEMENT)
<br />WWF OR FIBERMESH C,
<br />0'-0"FIN. FLR.�
<br />L
<br />BRICK PAVERS or SLAB PER
<br />COMMUNITY SPECS
<br />° °
<br />II
<br />-
<br />-r*I jj=M T1-111=III=�
<br />Ir 1
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. rK
<br />SCALE:3/4"=1'-0" S3
<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
<br />D. 'j � j TI I1 'I 1_ O
<br />�m � ���! I Ir r
<br />(2) #5 CONT. —11 ITL'I I I, , , I IE Will-.
<br />ON 3" CHAIRS
<br />8" 1'-4" 8"
<br />(TYP.)
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFT rG
<br />SCALE: 3/4"=V-0" S3
<br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
<br />FWWF OR FIBERMESH
<br />SEE A/S3/J/S6 -J 1�1"
<br />FOR REINF. INFO. OPTION •#1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SLAB STEP & RECESS Cry S.G.D. M
<br />SCALE:3/4"=1'-0" \, S3
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD _
<br />CONT. FOOTING STEEL MAT REINFORCING. r '
<br />M
<br />00 _ R_ADE_
<br />w
<br />Z wL.i'I.-! !! w
<br />f- a w w —i -Ili z
<br />O=I • G • (I11 1-111i1 lli co M
<br />—I1 i j _I11 1 <
<br />_11! I. ( l . —' —' FOOTING
<br />1 I=I 1 I- - -I I BEYOND
<br />PAD REINFORCEMENT - '' 1=-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 />Residential
<br />7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer s
<br />signature and seal.
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<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
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