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<br />5/8"OR 1/2" HIGH STRENGTH T RUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />TRUSS BOTTOMCHORD x4 #2 PF
<br />5/8"OR 1/2" HIGH STRENGTH OR 2 S
<br />1
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />(OR %" GYP. TYPE @
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />.) EACH END (WHEN PARALLEL)
<br />GARAGE
<br />GARAGE W/A HABITABLE ROOM
<br />O
<br />ABOVE SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. PROVIDE
<br />(1) SIMPSON SP1 w/
<br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />TOP PLATE (10)10d NAILS WHEN TRUSS
<br />ALIGNED WITH
<br />S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />STUD BELOW
<br />TOP PLATE STUD BELOW
<br />3/8" MORTAR BETWEEN COURSES
<br />SIMPSON SP2 w/
<br />(12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(1) ROW 2x BLOCKING @ MID
<br />(12)10d NAILS U.N.O.
<br />2x#2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2)
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />— J
<br />@16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS
<br />16d TOENAILS T & B FOR WALL HGT. > 8'-6".
<br />SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS
<br />5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR
<br />WALL HGT. < 8'-611. (2) ROWS 2x BLOCKING
<br />2"x3/16" PLATE WASHER (TJAND
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6".
<br />(ALT: 1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />APPLICABLE.
<br />z
<br />3/8" MORTAR BETWEEN
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />EDGES, AND @ 12" O.C. @ FIELD
<br />O.C. OR 5/8"x10' WEDGE ANINSULATION PER CHART ON FLOOR PLAN
<br />@ 24" O.C.)
<br />"SIMILAR
<br />2x P.T. PLATE 1/4" DIA, X 31/4" TAPCONS @ 24" O/C &
<br />,�
<br />SLAB & BLOCK
<br />SIMPSON SP1 w/ (10)10d NAILS
<br />"J"
<br />AT FOUNDATION
<br />IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />5/8"° x 10" BOLT @ 24" O.C. W/
<br />LAYER TYPE II (#30)
<br />2 #5 CONT. ON 3"
<br />O 6 x 6 W1.4 x W1.4
<br />CHAIRS (TYP.)A
<br />�"
<br />*-
<br />`'
<br />Cn
<br />`'
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />(ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE
<br />STEP, SIZE OF FOUNDATIO
<br />REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE
<br />U
<br />UNDERLAYMENT FOR ROOF
<br />PITCH >4:12
<br />WWF OR FIBERMESH
<br />4
<br />ELEV. 0'-0" OIL
<br />OR 5/8"x10' WEDGE ANCHOR @ 24" x6W1.4xW1.4
<br />INCLUDE THE WALL
<br />6x6W1.4xW1.4
<br />D e
<br />(2) LAYERS TYPE I OR TYPE 11
<br />° ° °
<br />A.
<br />O.C.) 211
<br />WWF OR FIBERMESH
<br />ATTAC MENTS
<br />H WWF OR FIBERMESH
<br />'
<br />FOR UNDERLAYMENT
<br />(#15 OR #30) UNDERLAYMENT
<br />FOR ROOF PITCH 4:12 OR LESS.
<br />I I =I m ° D D' I o
<br />�I i -1 I �I I I -III=IJ=T �-
<br />I I_ -I11'�- I D • —I I (-I I l-1
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<br />` ° ° ° a 4
<br />a ° a ° a d a
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<br />ELEV. 4-31/2 11K 1—
<br />O
<br />31/2" MIN.
<br />> °
<br />31/2"MIN.
<br />REQUIREMENTS SEE R905.
<br />PRE ENGINEERED WOOD
<br />° _
<br />I h-I T
<br />°
<br />a 2x4 CONT.a a .
<br />G
<br />A.F.F. O
<br />b _
<br />A
<br />_ _
<br />@ 24 O.C. U.N.O.
<br />"_
<br />-' _ - =
<br />" -D
<br />I �I I ITRUSS
<br />--_°
<br />_ __
<br />I I ENO
<br />I I —I —I I I �
<br />O ° ° °
<br />° a
<br />I a°
<br />o
<br />° —1 I -I 31/2"(min.)-
<br />---II-
<br />411
<br />- D ° ° I I I i I -'$ /2"(min.)- 4„
<br />_
<br />_
<br />,__ — LLI-1 -12
<br />HURRICANE ANCHOR @ EACH
<br />-)11 I —III=1� I 1=1�1-I I= I I
<br />'
<br />T °
<br />Ia ° °
<br />GARAGE DEPTH VARIES a a
<br />31/2 (min. - 4 I I=1 III )) I I-
<br />„„
<br />3 1/2(min.) - 4
<br />(TYP.) VARIES
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />METAL PL. UNDER EA. TRUSS
<br />I _l- I r-i i t I I
<br />811 �! —
<br />a .
<br />a ° a=III�=I
<br />a °
<br />I I I I
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<br />9,
<br />"„ I i I I r
<br />T I I T r I I
<br />MOISTURE BARRIER
<br />TYPICAL INTERIOR BEARING
<br />(2) #5 CONT.
<br />4 1 4 8
<br />(2) #5 CONT. 4a ,�j 8„
<br />INSULATION LE
<br />SHINGLE ROOF
<br />7/16°o.s.B.MIN. SEE ROOF
<br />WALL W/OUT UPLIFTTYPICAL
<br />rGG�
<br />GARAGE SLAB AT STEP rB
<br />U.N.O.
<br />TYPICAL BEARING WALL STEP SHEARWALL
<br />U.N.O. MIN.
<br />BEARING WALL STEP
<br />@ rCC
<br />NAILING SCHEDULE ON SHT.
<br />SEE TYP. WALL SECTION SCALE: 3/4 -1 0
<br />„ - „ S3
<br />SCALE: 3/4 -1 0
<br />S3
<br />"SHEAR WALL" SCALE: 3/4"=V-0"
<br />S3
<br />SCALE: 3/4"=V-0" S3
<br />ELEV. VARIES
<br />FOR ADDITIONAL SLAB
<br />-
<br />INFORMATION.
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM DRIP
<br />coN��No°J���
<br />STRENGTH CEILING
<br />EDGE
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />ALUMINUM FASCIA
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />e
<br />W/A HABITABLE ROOM 12"
<br />N.O. 2x SUB FASCIA
<br />2x S.P.F. STUDS @ 16" O.C.
<br />NAILED WI 8d COMMON NAILS @ 4" 0/C
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />ABOVE) WIDRYWALL
<br />SCREWS @ 7" O.C.
<br />EE SOFFIT
<br />SHEET
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @SEAMS.
<br />2x STUDS @ 16" O/C
<br />M�N�M�o S
<br />�o N��No
<br />1 ROW 2x BLOCKING MID HGT.
<br />O @
<br />CEILING & 8" O.C. WALLS
<br />LOAD BEARING OR
<br />EXTERIOR WALL
<br />8" C.M.U.
<br />INSULATION PER FBC AND ENERGY
<br />FORM SUBMITTED WITH PERMIT
<br />co
<br />�'
<br />FOR WALL HGT. <_ V-6". (2)
<br />NOTE:
<br />7
<br />INSULATION PER
<br />8"x8"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 />CHART ON FLOOR
<br />PLAN
<br />FILLED SOLID W/GROUT
<br />-
<br />SEE CC/S3 OR c`ta
<br />#5 VERT. IN FILLED CELL
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />ADDITIONAL INFORMATION
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />1x2 P.T. HORIZONTAL
<br />8" C.M.U. TYPICAL
<br />G/S3 FOR ANCHOR
<br />"J"
<br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16"
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />SIMPSON N IL w/ SIDE IF APPLICABLE.
<br />(10)10d NAILS
<br />NAILER
<br />BOLT INFO.
<br />5/8"x6" BOLTS BOLT
<br />@ 24" O.C. VERT. OR
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />5/8"DIA. EXPANSION BOLT 24"O.C.
<br />2x P.T. PLATE @
<br />STD. 90-HOOK (SEE DETAIL)
<br />TYPE 'IS" MORTAR
<br />( IF NO UP LIFT ON
<br />WALL SEE GG/S3)
<br />5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 wl (10)10d NAILS @ EA. STUD
<br />W/ 7"EMBEDMENT (MIN. SHEAR
<br />3500# MIN. TENSION 2600# )
<br />*SIMPSON SP1
<br />(6)1/4"x31/4" TAPCONS
<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 J
<br />SPACE ANCHOR 'E
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 �t
<br />w/ (10)10d NAILS -
<br />'-
<br />2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />BAR �
<br />w
<br />END OF 2" x PLATE WWF OR FIBERMESH
<br />,
<br />ARCHITECTURAL
<br />FINISH
<br />TYP.
<br />ASSUMED FINISHED
<br />.;
<br />c
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />U
<br />D °
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<br />�„ o D
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<br />. o0 g
<br />FINISH GRADE
<br />_ ° _
<br />—_
<br />-Ti, -
<br />-1 I �!�=I I �° - p .. D I (=IIII—I � I— o
<br />,1
<br />1x2 PT WD FURRING @ 24 O.C.
<br />!
<br />GRADE
<br />#3 & #4 LAP SPLICE
<br />- -
<br />— J
<br />GRADE 40 MIN. F 40ksi
<br />y 0-
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />1/2" GYPSUM WALLBOARD
<br />(1) #5 VERT. IN FILL
<br />CELLS (SEE
<br />MONO OR STEMWALL °
<br />°
<br />g
<br />D
<br />- - -x
<br />M -, I I— I-
<br />25" MIN. LAP [30"MIN. LAP]
<br />I (— _ D • I I I=L=1I Lr
<br />III-� I —I
<br />U.N.O.
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />FOOTING MONO SHOWN p p °o P
<br />FOR CLARITY °
<br />r ° o I=I
<br />-
<br />_ _ oO
<br />I IE I =I I I —I I I=III-i
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<br />6 MIL VAPOR BARRIER III D °L�=
<br />i - A.
<br />Ir I I
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<br />. ;-
<br />I —I —I III 1 N z
<br />l I11— I I—III-1_TI-
<br />#5 REINFORCING BAR
<br />R 1 7/8
<br />11=1 I�-1 I —I I f I I —I IT
<br />III I I =L-I I -
<br />=11I—III=ITI,,,
<br />1x4 P.T. BASE NAILER
<br />4"x4" INSPECTION
<br />° III
<br />D° 1=III=1
<br />—I 11=I I I —I I I I I I I- _
<br />I=III=III=III I i
<br />I I •
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<br />= Eli]
<br />#5 LAP SPLICE
<br />2) #5 CONY. I -IT_I„ I
<br />( —
<br />31/4" BASEBOARD
<br />PORT AT EACH
<br />NOTE: g III—III=1
<br />*FOR BEARING WALL =III=III=III=III=III=
<br />I I —I I I —I I I —I I I- N
<br />r
<br />D
<br />COMP. SOIL. (COMPACTED TO _I I
<br />I� I� I I—
<br />36" MIN. LAP [36" MIN. LAP]
<br />ON 3 CHAIRS
<br />HAIR 8" 1'.4" 81,
<br />(TYP.)
<br />MIN. 2500 PSI CONC. SLAB
<br />FILLED CELL TYPICAL
<br />W/ UPLIFT ONLY _ _ _ _
<br />—_ -- — — — --_
<br />_ _ ___
<br />_ _ _
<br />1--
<br />95%MODIFIED PROCTOR ASTM 1�= I =T=I I �- I I- I -�_
<br />I 1=I (I=I�--I�I TI=I I I-
<br />V.
<br />MIN PSI MAY VARY PER
<br />M AT GARAGE CONTRACTOR
<br />can
<br />III III III=1 I I-1 i t-1 I I-1 I-1 I I-1 I=1 I I-1-1 I I-1
<br />=1 I i=1 I I—III=III=III=1 I I=1 1=III=1 I I=1 I I-1 1=III=III—III—'
<br />_ -_
<br />1=III=III l i
<br />D1557) I t I r 1—� . I t
<br />4° 1-4-1
<br />t 1—I I I —
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />MUNICIPALITY.
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE
<br />" I 1=1 I- L=I i I III IIIi i III III
<br />i — I
<br />#s LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CONCRETE SLAB W/6X6
<br />0 NOTE:EXTEND
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />rD
<br />TYPICAL EXTERIOR FRAME WALL FOOTING rE
<br />REBAR DETAILS
<br />rF'��
<br />WALL W/UPLIFT rG
<br />w1.4Xw1.4 WWF OR
<br />'FIBERMESH'
<br />- DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=l'-0" S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SCALE: 3/411=V-0" S3
<br />SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4"=V-0" S3
<br />SLAB INFORMATION,
<br />SLAB INFORMATION.
<br />1
<br />N
<br />�, rr _ �(-�- - ° I
<br />z
<br />sWk
<br />6 x 6 W1.4 x W1.4
<br />SEE PLAN
<br />VARIES -
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 _
<br />_
<br />c0
<br />I
<br />31/2 WWF OR FIBERMESH
<br />FRAME -DOWN FALSE BEAM w/ 3
<br />()
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O.) WWF OR FIBERMESH N
<br />r
<br />6 MIL VAPOR D -
<br />- �r
<br />= = z -
<br />min. 4"
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />co
<br />- A
<br />rN
<br />BARRIER C 4 II
<br />. .
<br />a • _
<br />Q a GRADE
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR
<br />CONNECTION INFO
<br />COMP. SOIL.
<br />1 -
<br />r
<br />- - a •
<br />- - - - -
<br />- - - -�
<br />1Tr1I F; I I ,W •'
<br />TOP OF BEAM
<br />&LAYOUT DESIGN
<br />'e
<br />(COMPACTED TO 95% --�
<br />MODIFIED PROCTOR TTTTTT=I I TTI
<br />ASTM D1557)
<br />_ a -
<br />_ - - (1) #5 REBAR w/ OPT.
<br />=,S�E�V_9NCLOSURE
<br />T -` �gi
<br />(2) HTS20
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />a a
<br />a a A
<br />r �I I TI L-I I I I .rrr
<br />I
<br />3" MIN. CLR.
<br />-11Fr=II II
<br />,;.iI1=-
<br />BEAM SIZE &
<br />d
<br />(2) #5 REBAR CONY.
<br />STD.
<br />4' Tic
<br />CONNECTION INFO
<br />r> _ , ' . d' T�
<br />1—
<br />ON 3" CHAIRS TYP. 4" 1' 4"
<br />U.N.O.
<br />90 NOOK (SEE
<br />DETAIL)
<br />MIN'
<br />2c4P.T.
<br />PLATE
<br />I
<br />I
<br />2x4#2 SYP P.T. FRAMING w/
<br />SEE A/S3/JlS6
<br />TYPICAL WALL SECTION
<br />rT�
<br />TYPICAL THICKENED SLAB EDGE
<br />rL
<br />7r16,
<br />O.S.B.FOR
<br />z
<br />MIN 7/16" O.S.B. SHEATHING
<br />ATTACHED PER NAILING
<br />REINF. INFO.
<br />SCALE: 3/4" =1'-0"
<br />S3
<br />"- '
<br />SCALE: 3/4 -1-0 S3
<br />w
<br />0
<br />¢
<br />SCHEDULE
<br />OPTION #1
<br />1/211 GYP. BD.
<br />P.T. 2x
<br />0:
<br />COLUMN LOCATION Q
<br />>
<br />co
<br />6x6 P.T. #2 SYP
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />„
<br />14 i 2" ROMPSLAB
<br />0� 'C CONT. BEAD SEALANT
<br />o
<br />co
<br />ABU66
<br />SLAB STEP & RECESS S.G.D. rM
<br />OPT: DEPRESS SLAB 5 Y2"
<br />SCALE: 3/4"=1'-0" S3
<br />DEEP AND 6" BEYOND
<br /><
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />° INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br /><
<br />SEE DETAIL 16/D1 FOR
<br />SECURE 2x4 P.T. BTM. PLATE
<br />PAVERS / DRIVEWAY
<br />EXPANSION JOINT
<br />°� ° ° -3 1/2"
<br />COLUMN TO PORCH SILL
<br />w/ 1/4"x3" TAPCONS AT 8"
<br />O.C.
<br />MASONRY WALL AND
<br />CONCRETE SLAB 14"
<br />O.H.D. RECESS z
<br />1311
<br />O.H.D. RECESS d
<br />GARAGE
<br />ATTACHMENTS & 18/D1
<br />PAD FOOTING
<br />PAVERS
<br />_E
<br />CONCRETE NAILS W 1 1/2'
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />."
<br />N • . • ` J
<br />!,
<br />Cl)
<br />:.
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />-
<br />TO FOUNDATION PAD d
<br />MAT REINFORCING.
<br />r
<br />_
<br />r-
<br />_ �'.'• e. ' , -_ •
<br />r
<br />CONY. FOOTING STEEL
<br />M
<br />zwl_ - _
<br />,LEI I I I -I LI=
<br />A. 4
<br />_ _
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<br />00
<br />�' I-_ . '" '''
<br />I i �) • _ 1- I
<br />,
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180#MIN.
<br />TENSION 120#) CONCRETE SLAB
<br />ON FLOOR PLAN
<br />CONY. BEAD SEALANT
<br />E
<br />SIZE VARIES PER PLAN
<br />w/ MIN. (2) #5 VERTICALS
<br />FILLED SOLID PLAN FOR
<br />00 z
<br />GRADE a °
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<br />• •
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<br />ADDITIONAL INFORMATION.
<br />ADDITIONAL INFORMATION.
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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 />LNAR
<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: MJAM ES
<br />VERSION NO' 4n0
<br />SHEET NO.
<br />S3
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