|
FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />12
<br />(TYP.) VARIES /
<br />INSU
<br />5/8" OR 1/2" HIGHS
<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 />V (1) ROW 2x BLOCKING @ MID
<br />J 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2)
<br />@16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS
<br />161 TOENAILS T & B FOR WALL HGT. > 8'4'.
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE.
<br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />(1) LAYER TYPE II (#30) (2) #5 CONT. ON 3"
<br />6 x 6 W1.4 x W1.4
<br />UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH
<br />PITCH > 4:12 , p
<br />(2) LAYERS TYPE I OR TYPE II VA LIZ,)
<br />(#15 OR #30) UNDERLAYMENT -) I I -I I 1=1I1=) m ° ° ° =I I —III —I I- 9
<br />FOR ROOF PITCH 4 12 OR LESS 1-1 11=I I
<br />' �I I �I I 11=1 0 •
<br />PRE ENGINEERED WOOD I —I I !�,,E, I I , i I I (_1 ° =�
<br />TRUSS @ 24" O.C. U.N.O. I -I I I
<br />HURRICANE ANCHOR @ EACH =I I I �LJI II=I 1=I I I �I
<br />TRUSS (SEE UPLIFT SCHED.) W/ 8 -
<br />METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER TYPICAL INTERIOR BEARING
<br />SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG
<br />NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0' S3
<br />FOR ADDITIONAL SLAB
<br />ELEV. VARIES INFORMATION.
<br />ALUMINUM DRIP
<br />EDGE
<br />ALUMINUM FASCIA
<br />9N..O. 2x SUB FASCIA
<br />EE SOFFIT
<br />7PF -IV)- 7PF
<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 %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE
<br />.) (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
<br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />STUD BELOW TOP PLATE STUD BELOW
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/
<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 1) ROW 2x BLOCKING @MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" D.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6".
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY"
<br />SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />(ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />_:IF "---M ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL
<br />A.F.F. O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4
<br />J° ° a ° WWF OR FIBERMESH WWF OR FIBERMESH
<br />d ° a ° a ELEV. 4-3 1/2"
<br />Z
<br />31/2" MIN. 31/2"MIN.
<br />A.F.F. p _ _ _ _ °
<br />d d d _
<br />° ° d ° 2x4 CONT. d ° a p p ° II (�I II �3 "(rr►in.)- 4" - D p p . i
<br />_ _ _ 11=1I 31/2' (min.)- 4
<br />c" - - - p -I -I I -I I - -r — - -- 111- '
<br />CD d 3 1/2"(min. - 4" I I -III I I I I Imo' 31/2"(min.) - 4°i-
<br />GARAGE DEPTH VARIES ° _ 14
<br />° - M
<br />4, 4(2) #5 CONT-I I-II11 II4I I I �I I I ,I I=II 1 (2) #5 CONT. 1-8
<br />,
<br />11
<br />4 -4 8
<br />U.N.O. MIN. U.N.O. MIN.
<br />GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEPrc C
<br />SCALE: 3/4"=V-0" S.; "SHEAR WALL" SCALE: 3/4"=V-0" ill
<br />S3 SCALE. 3/4 1 0 S3
<br />S0 SEGU
<br />ecs'
<br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C leooxo\a 5
<br />SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />(1) ROW 2x BLOCKING @ MID HGT,
<br />FOR WALL GT 8' 6" 2
<br />EXTERIOR WALL
<br />8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />r'
<br />NOTE: H ' ` ' ( )
<br />8"&'X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />1"x P.T. STUD
<br />(2) ROWS OF 2x BLOCKING @THIRD POINTS
<br />APPLICATION
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6".
<br />FILLED SOLID W/GROUT
<br />-
<br />#5 VERT. IN FILLED CELL
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />GYP. WB (MIN.)
<br />SEE CC/S3 OR
<br />G/S3 FOR ANCHOR
<br />N
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 318" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL
<br />.GARAGE
<br />SIMPSON SP1 w/ SIDE IF APPLICABLE.
<br />SIDE
<br />�8" C.M.U. TYPICAL
<br />BOLT INFO.
<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 />K.O. BLOCK
<br />10 10d NAILS
<br />( ) 5/8"DIA. EXPANSION BOLT @24 " O.C.
<br />IF NO UP LIFT ON
<br />@ 24" O.C. VERT. OR
<br />PLATE WASHER TYPICAL
<br />2x P.T. PLATE W/ 7"EMBEDMENT (MIN. SHEAR
<br />TYPE "S" MORTAR
<br />WALL SEE GG/S3)
<br />5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD-71
<br />CE ANCHOR 3500#, MIN. TENSION 2600#) .g
<br />SIMPSON SP1
<br />6 1/4"x31/4" TAPCONS
<br />()
<br />SPACED EVENLY
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />2X PT PLATE
<br />20"MIN. LAP [24" MIN. LAP]
<br />#5 REINFORCING
<br />"
<br />BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 E
<br />N
<br />ARCHITECTURAL
<br />w/ (10)10d NAILS
<br />TYP.
<br />-
<br />r
<br />2x P.T. PLATE
<br />FIBERMESH
<br />1
<br />WEEP SCREED INSTALLED
<br />PER MFR INSTRUCTIONS
<br />BAR a
<br />w
<br />w
<br />END OF 2 p PLATE WWF OR FIBERMESH •- v
<br />"
<br />,
<br />FINISH
<br />ASSUMED FINISHED
<br />#3 OR #4 REINFORCING BAR 0
<br />1x2 PT WD FURRING 24" O.C.-/ ' = GRADE �„ �_ ° ' ' z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a m ' ° u. _ _T, o
<br />@ r- L- ° 'D - GRADE 60 MIN. Fy= 60ksi] -I 11=11 I (� I I �I 1- _,
<br />( MONO OR STEMWALL FINISH GRADE c0 2 [ a C
<br />1) #5 VERT. IN FILL C0 — — — 25" MIN. LAP [30" MIN. LAP] ¢ �
<br />1/2" GYPSUM WALLBOARD ° —, i
<br />CELLS (SEE FOOTING MONO SHOWN - LU
<br />w
<br />rn FOUNDATION PLAN FOR CLARITY ° _ _ _ _ _ °" 6 MIL VAPOR BARRIER TI I 1 e. ° I SI
<br />—I R 1 7/8" U'
<br />o FOR LOCATIONS I=) I I=III=III=III=III= I I I T _, N z T #5 REINFORCING BAR
<br />o o P ° _ _ _
<br />1x4 P.T. BASE NAILER ° III=III-III=III-III-III- Z I I I �I I ���II I I i li IT ,- #5 LAP SPLICE (2) #5 CONT.
<br />4"x4" INSPECTION D o° _ ___-__ I I • I I ��
<br />NOTE: I e. I �,I�I .-�I k1
<br />� 3 1/4 BASEBOARD PORT AT EACH g ° III —III —III —III- - N COMP. SOIL. (COMPACTED TO -I I *FOR BEARING WALL —) —I I— I —I I —I I= *-
<br />FILLED CELL TYPICAL _ _ _ _ _ _ 95% MODIFIED PROCTOR ASTM
<br />o MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR W/ UPLIFT ONLY III= I=III=III=1 I—) I— — —III—III—III— —III-1(— I- i I D1557)
<br />0, MIN PSI MAY VARY PER cn =1 -1 -1 IIII-I I I -I 1 I-11 I -I I —ill— 11 I =1 I I=I I I=I I I=1' 4" 1'4"
<br />MUNICIPALITY, 1 TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/6X6 W/—NOTE: EXTEND
<br />W1 4XW1 4 WWF OR FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING
<br />=
<br />m
<br />r;
<br />"FIBERMESH"
<br />FINISH 4" to 6"
<br />BELOW GRADE
<br />„_ ,_ „
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3
<br />`
<br />SLAB INFORMATION.
<br />ER
<br />Cl)
<br />I
<br />00 Z
<br />�Ah
<br />6x6W1.4xW1.4
<br />CD
<br />3 1/2" WWF OR FIBERMESH
<br />0
<br />6 MIBARRIOER
<br />�
<br />' 'r
<br />min.) 4"--,a
<br />o
<br />4
<br />•
<br />c.t
<br />a
<br />°—
<br />-
<br />�t
<br />GRADE
<br />o
<br />COMP. SOIL.
<br />—
<br />00—
<br />— — — —
<br />o •
<br />— — — — —
<br />(COMPACTED TO 95%
<br />—
<br />1
<br />_�-�
<br />—
<br />- - — _ — — —
<br />_ _ —_ =_
<br />r' "' ' '
<br />(1) #5 REBAR w/ OPT.
<br />00
<br />LO
<br />MODIFIED PROCTOR
<br />' =I I T I
<br />I—
<br />__
<br />I I=I I
<br />II-S,Cr�2ER ENCLOSURE
<br />no
<br />-1
<br />ASTM D1557)
<br />3"
<br />MIN. CLR.
<br />,,
<br />- I_ll
<br />l(
<br />i
<br />(2) #5 REBAR CONT.
<br />Ii i
<br />ON 3" CHAIRS TYP.
<br />4"
<br />1'4"
<br />STD. 90 NOOK (SEE
<br />4T
<br />MIN.
<br />U.N.O.
<br />DETAIL)
<br />i
<br />=
<br />TYPICAL WALL SECTION
<br />A
<br />TYPICAL THICKENED SLAB EDGE L
<br />�
<br />SCALE: 3/4" =1'-0"
<br />S3
<br />SCALE:3/4"=T-0"
<br />S3
<br />N
<br />o
<br />OPT: DEPRESS SLAB 5 %"
<br />'—
<br />DEEP AND 6" BEYOND
<br />-T--�,—�-
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />= IPAVERS / DRIVEWAY
<br />CONCRETE SLAB 14"
<br />PAVERS O.H.D. RECESS z
<br />� M
<br />0
<br />4 00
<br />a
<br />II
<br />SEE A/S3 OR J/S6
<br />ao FOR REINF. INFO. 3" MIN. CLEARANCE
<br />CN
<br />1' " (1 STORY) I V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STOR )
<br />GARAGE DOOR SLAB RECESS J.1
<br />W
<br />� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13"
<br />O.H.D. RECESS
<br />CV
<br />M
<br />171)
<br />FiL
<br />r l k r
<br />SEE A/S3 OR J/S6 -I _, i I II I , , , 1, I LIF
<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 />2„ HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0 J CONT. BEAD SEALANT
<br />° . ¢ INTERIOR
<br />° d ° -3 1/2"
<br />d c
<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 />ad
<br />°
<br />60 C
<br />11= rl-1
<br />M 6 MIL VAPOR
<br />BARRIER II LL t'i =III —III
<br />-I 11=1 I -I I -III -I 11=1 I I-
<br />=AllII-11,111 ,1-v II'
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />SCALE:3/4"=1'-0" S3
<br />ON CHAIRS
<br />36" MIN. LAP (36" MIN. LAP]
<br />P3" 8„ 1,4„ 8„
<br />(TY10"
<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"=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 r
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />M
<br />ryN °
<br />AT 24" O.C. MAX. CONNECTION INFO
<br />SEE PLAN FOR
<br />& LAYOUT DESIGN—
<br />TOP OF BEAM
<br />`
<br />I—j—III,
<br />(2) HTS20
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />— = —° a ' °
<br />° --T —
<br />— 111
<br />BEAM SIZE &
<br />— I °i _
<br />I U
<br />CONNECTION INFO
<br />M I
<br />• _ •` IE
<br />i
<br />2x4 #2 SYP P.T. FRAMING w/
<br />I
<br />=III , (� 1,=rI I1(1-1 ,
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE A/S3/J/S6 �tr— 8„
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />w
<br />SCHEDULE
<br />i
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />j
<br />w
<br />6x6 P.T. #2 SYP
<br />SLAB INFORMATION
<br />oUj
<br />J
<br />w
<br />�
<br />ABU66
<br />SLAB STEP & RECESS S.G.D. rM
<br />SCALE: 3/4"=1'-0" S3
<br />2X STUDS @ 24" O.C. U.N.O.
<br />GARAGE
<br />SEE DETAIL 16/D1 FOR
<br />COLUMN TO PORCH SILL
<br />ATTACHMENTS & 18/D1
<br />SECURE 2x4 P.T. BTM. PLATE
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />O.C.
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />1/2 GYPSUM WALLBOARD U.N.O.
<br />W/ DR SCREWS @ 8"O.C.
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />-�
<br />END TO FOUNDATION CELLS PAD _
<br />INSULATION PER CHART
<br />ON FLOOR PLAN
<br />SQUARE CMU BLOCK BASE,
<br />SIZE VARIES PER PLAN
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. `--" '
<br />M
<br />CONT. BEAD SEALANT
<br />6 x 6 W1.4 x W1.4 c�
<br />WWF OR FIBERMESH TCl)
<br />w/ MIN. (2) #5 VERTICALS
<br />FILLED SOLID (SEE PLAN FOR
<br />SIZE AND REINFORCEMENT)
<br />BRICK PAVERS or SLAB PER
<br />00 z
<br />z tom- w o-1
<br />LU
<br />p o `� _
<br />GRADE d
<br />- — — — a a _
<br />= ° AS
<br />I —I == —I I —I v
<br />.I I=1 ! �' • °• — — — — z a
<br />°
<br />0'-0-COMMUNITY SPECS 4 .
<br />-i t-�_FOOTING ill
<br />■■■�■I■s.■■■� • '
<br />PAD REINFORCEMEN 3" MIN. CLEARANCE
<br />SEE FOUNDATION (SEE SCHEDULE)
<br />FOOTING WIDTH
<br />CONC, PAD INFO. SEE SCHEDULE
<br />PATIOTAPERED COLUMN FRAMING /"C'D12
<br />COLUMN
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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 2017 Florida Building Code
<br />Residential 6th Edition, Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
<br />LENAR
<br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607
<br />www.LennarTampa.com
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<br />SCALE : AS NOTED
<br />DATE : 7/31 /2018
<br />TECH: MJAMES
<br />VERSION NO. 10
<br />O
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
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