|
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 1/4" DIA, X 3 1/4" TAPCONS @ 24" O/C &
<br />ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE N
<br />COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4
<br />w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl)
<br />7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER ° A
<br />SHINGLE ROOF, SHINGLES TO _ e
<br />BE IN ACCORDANCE w/ ASTM /1:mLli
<br />I 1=III—I I— �i o
<br />D7158-CLASS G or H, or ASTM I i I I I —I I I —III I D I—III=F—ID3161-CLASS F, IN II1 I �° — — 1'
<br />12 ACCORDANCE w! TABLE 11—� =1I—III-111 _I I I-
<br />R905.2.6.1, FLORIDA BUILDING =III I I —III —I I=L
<br />(TYP.) VARIES CODE 7TH EDITION (2020) 8 I I �I 11 III] i ItTI II I II i II I I�1
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />INSULA ION LE SCHEDULE - [RSHI - 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"=1'-0" 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 I
<br />INSULATION PER
<br />CHART ON FLOOR /
<br />PLAN �f/
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />STD. 90'HOOK (SEE DETAIL
<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 />(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 />co AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />U) TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6--NOTE:
<br />Uj
<br />EXTEND
<br />W1.4XW1.4 WWF OR
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />C
<br />BELOW GRADE
<br />_ A
<br />00
<br />6 MIL VAPOR III
<br />BARRIER III
<br />e,
<br />COMP. SOIL.
<br />_
<br />(COMPACTED TO 95% —
<br />MODIFIED PROCTOR III I I 1=I fT I I I I I
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />#5 REBAR CONT. V-4" (1 STORY)
<br />STD. 90 HOOK (SEE
<br />ON
<br />CHAIRS TYP. O4„ V-8" (2 STORY)
<br />DETAIL)
<br />U.N.O.
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = 1'-0"
<br />lS3
<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 />PAVERS �yO.H.D. RECESS z
<br />Cl)
<br />. r • • III— I '
<br />0?
<br />ITTI j—I--U�T
<br />SEE A/S3 OR J/S6-J IL I I ;lil , I Il i llilr
<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 />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 />8"x8"xl6" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=V-0"
<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" O/C FIELD.
<br />rpi
<br />5/8"OR 1/2" HIGH STRENGTH
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8"OR 1/2"HIGH STRENGTH
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR %' GYP. TYPE "X" @
<br />BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />-
<br />(OR /�„ GYP. TYPE @
<br />BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM
<br />EACH END (WHEN PARALLEL)
<br />.)
<br />GARAGE W/A HABITABLE ROOM
<br />GARAGE
<br />EACH END (WHEN PARALLEL)
<br />ABOVE)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE
<br />CONNECTIONS.
<br />CONNECTIONS.
<br />TOP PLATE
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />SIMPSON SP2 w/
<br />(12) 10d NAILS
<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 />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />SHEATHING REQ'D. FOR ALL
<br />2x BLOCKING HORIZONTALLY@ INTERVALS
<br />5/8"' x 10" "J" BOLT @ 24" O.C. w/
<br />2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS
<br />NOT EXCEEDING 11 (R302.11)
<br />2-0/16" PLATE WASHER (TYP.)
<br />NOT EXCEEDING 10'-0" (R302.11)
<br />INDICATED ON THE PLAN. ATTACH
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />SHEATHING W/ 8d COMMON NAILS @
<br />INSULATION PER CHART ON FLOOR PLAN
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />INSULATION PER CHART ON FLOOR PLAN
<br />3/8" MORTAR BETWEEN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />@ 24" O.C.)
<br />SLAB & BLOCK
<br />EDGES, AND @ 12" O.C. @FIELD
<br />IMPSON SP1 w/ (10) 10d NAILS
<br />"SIMILAR AT FOUNDATION ONLY"
<br />SIMPSON SP1 w/ (10) 10d NAILS
<br />5/8"" x 10" "J" BOLT (a) 24" O.C. W/
<br />IF NOTED, THIS REFERS TO THE
<br />2"'x3/16" PLATE WASHER (TYP.)
<br />STEP, SIZE OF FOUNDATION AND
<br />ELEV. Q'-0"
<br />A.F.F.
<br />(AI_T: 1/2"x12" TITEN HD @ 24"
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />2x P.T. BOTTOM PLATE
<br />x 6 W1.4 x W1.4
<br />REINFORCEMENT AND WILL NOT
<br />INCLUDE THE WALL %
<br />2"
<br />2x P.T. BOTTOM PLATE
<br />6 x 6 W1.4 x W1.4
<br />@ 24" O.C.) 2"
<br />WWF OR FIBERMESH
<br />ATTACHMENTS
<br />WWF OR FIBERMESH
<br />ELEV. 4-3 1/2" Z 3 112" MIN. 1 3 112" MIN
<br />E- \
<br />A.F.F. 0 ° °
<br />U_ /
<br />C�I° °_r I I —III; 113 1/2"(min.)- 4" _ _ b 9ULL
<br />N ——II1=1II—"E_ ° ° _ —11I-
<br />- —- —
<br />3 11 L-1 I I— 3 v2"(min.) - 4"
<br />II-
<br />- —1 j I
<br />=�_�
<br />�I�II�II�11�1�,=� I�,I�I;
<br />(2) #5 CONT. 1' 4" 8" (2) #5 CONT. 4"
<br />.O. MIN. U.N.O. MIN,
<br />TYPICAL BEARING WALL Cad STEP (@ SHEARWALL / C � I YF'I(-;HL titHKIN(a WALL (a) 51 tr (CC
<br />"SHEAR WALL"
<br />SCALE: 3/4"=V-0"
<br />C,0'`
<br />pG5
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" O/C
<br />M�N �,JS
<br />-
<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 />#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 />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL
<br />5/8"x6" "J" BOLTS BOLT
<br />5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16"
<br />3RD LAYER 1/8" THICK.
<br />0K.O. BLOCK
<br />@ 24" O.C. VERT. OR
<br />PLATE WASHER TYPICAL
<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 />-
<br />(6) 1/4"0 1/4" TAPCONS
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />2X PT PLATE
<br />20" MIN. LAP [24" MIN. LAP] #5 REINFORCING
<br />SPACED EVENLY
<br />FIBERMESH
<br />I
<br />I--- BAR —��~--
<br />2x P.T. PLATE
<br />WEEP SCREED INSTALLED
<br />--
<br />ASSUMED FINISHED
<br />GRADE
<br />fz�f
<br />f--- ° °
<br />° D
<br />PER MFR INSTRUCTIONS
<br />_Z
<br />FINISH GRADE °O
<br />#3 OR #4 REINFORCING BAR
<br />#3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />"MIN
<br />im
<br />KI=III=
<br />i
<br />°O
<br />6 MIL VAPOR BARRIER I
<br />11-1I I I
<br />°D
<br />III=III= z T
<br />R 1 7/8"
<br />#5 REINFORCING BAR
<br />1 I III I I I III I—�
<br />III-1 I I 1-III -III- z
<br />I I I
<br />l
<br />11=T 1T1--Lf T--1TF N
<br />—� III —I T
<br />#5 LAP SPLICE
<br />111�1_I,1�1 11=-1 1-1 1=1 I I I I I I 11I I �
<br />I— I III=GE1 I I1 `� COMP. SOIL. (COMPACTED TO _°
<br />=1 li 95% MODIFIED PROCTOR ASTM_
<br />D1557) Il I I I 111 I f117,,;T1Tf Il_TI I I 1
<br />I I I I I IEEI I —I I I I 111 I.1 I I' I I I -�� I I 1=1 I I _III —_=1 I I� III i 11 4"
<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" ��S,3
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"
<br />° 4r GRADE
<br />°
<br />00 — _ _ •
<br />LLI
<br />-(1) #5 REBAR w/ OPT.
<br />i—I I1-1 I I —I I1= I1= I I —I I I— 11=S.QRE.�N 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 />CM _ _LLL�•' _
<br />—III _II-III—'TI� I� •�� � • � •— � .—I I � Jill T,-T
<br />'III I • - , � • �... f I-1 1 f
<br />SEE A/S3 OR J/S6 -- -I I Il l I I 1=III I II I Il
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V-4" (1 STORY)
<br />V-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 />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0"
<br />SLAB INFORMATION.
<br />P.T. 2x 1/2" GYP. BD.
<br />HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />�
<br />0101, ¢ _ CONT. BEAD SEALANT INTERIOR
<br />4. -3 1/2"
<br />a.
<br />N �
<br />CONCRETE NAILS W 1 112'
<br />j EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#) \ CONCRETE SLAB
<br />�= 11
<br />Cl) 6 MIL VAPOR
<br />BARRIER
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=1'-0"
<br />SCALE:3/4"=1'-0" Jill 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 />a BOLTS 6" MAX FROM
<br />o END OF 2" x PLATE
<br />W °
<br />U
<br />CL
<br />a.
<br />�111-1TI =1 I I d p
<br />g _IT_I_III—I I _
<br />W II —I II_I II ° a
<br />LU
<br />U) T—III— TII—I °
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10-4' (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 />e
<br />I I —I I -TTTTnr[—'—I -
<br />I I I ITf—Tr[—.-
<br />(2) #5 CONT. , , 111-TJ [[-TI 1 I I 1-1 I I,
<br />ON 3" CHAIRS
<br />-
<br />101,
<br />(TYP.)
<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 />rG
<br />SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4"=1'-0"
<br />S3
<br />VARIES
<br />SEE PLAN
<br />1 1/2" RECESS FOR
<br />6 x 6 W1.4
<br />x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O.)
<br />WWF OR
<br />FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />co
<br />°
<br />a
<br />AT 24" O.C. MAX. CONNECTION INFO
<br />SEE PLAN FOR
<br />&LAYOUT DESIGN
<br />°
<br />— — —�
<br />TOP OF BEAM
<br />N
<br />(2) HTS20
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />CY
<br />.L;
<br />M
<br />BEAM SIZE &
<br />N
<br />4 I
<br />I
<br />CONNECTION INFO
<br />Cn
<br />d
<br />= 1
<br />8 II
<br />—2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ T
<br />PLATE SEE A/S3/J/S6 T
<br />nfs MIN 7/16" O.S.B. SHEATHING 4'r — 4 8"
<br />"Sd z ATTACHED PER NAILING FOR REINF. INFO.
<br />OPTION #1
<br />w o SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL
<br />coLurnNLocnnoN ¢ w 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 />C!J
<br />SCALE:3/4"=1'-0" S3
<br />----2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE - —
<br />SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS
<br />MASONRY WALL AND"
<br />COLUMN TO PORCH SILL AT 8" O.C.
<br />GARAGE ATTACHMENTS & 18/D1 PAD FOOTING
<br />112" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM — TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS
<br />W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS _ TO FOUNDATION PAD E
<br />INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r '
<br />ON FLOOR PLAN w SIZE VARIES PER PLAN
<br />CONT. BEAD SEALANT a tj w/ MIN. (2) #5 VERTICALS g
<br />00 - GRAD-)
<br />E o w FILLED SOLID (SEE PLAN F� Lij
<br />Z =LU
<br />III I I II 1 'I
<br />6 x 6 W1.4 x W1.4 CAI SIZE AND REINFORCEMENT 0 � •
<br />WWF OR FIBERMESH cWi� w LU wo _ I i'i i z
<br />BRICK PAVERS or SLAB PER 00
<br />v • • • •
<br />COMMUNITY SPECS -
<br />_ — — — — = 0' 0" FIN I=1.R. FOOTING
<br />111=] I 1=1 I 1=1TI =TTT BEYOND
<br />l� r 3" MIN, CLEARANCE
<br />... PAD REINFORCEMENT
<br />•.. `S .j� ;: SF[FODNDATION (SEE SCHEDULE) FOOTING WIDTH
<br />CONIC, PAD INFO, SEE SCHEDULE
<br />..
<br />i_
<br />rK TAPERED COLUMN FRAMING 12 PATIO COLUMN FTG. DETAIL N
<br />S 3 SCALE: 3/4" _ ,•-0•
<br />SCALE: N.T.S. S3
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<br />To the best of the Engineers knowledge, information and belief,
<br />the structural plans and spedfications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 7th Edition. Engineers 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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<br />JOB NO : 22-12351
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
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