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<br />5/8"OR 1/2" HIGH STRENGTH i TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<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
<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 W/A HABITABLE ROOM
<br />GARAGE O
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />TOP PLATE (10)10d NAILS WHEN TRUSS 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. s T-6". (2)
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />@16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS
<br />SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @MID HGT. FOR WALL
<br />5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @MID HGT. FOR
<br />- -I
<br />16d TOENAILS T & B FOR WALL HGT. > 8'-6".
<br />EXTERIOR OR SHEAR WALLS AS HGT. < T-6". (2) ROWS 2x BLOCKING @ 3rd FITS
<br />INDICATED ON THE PLAN, ATTACH FOR WALL HGT. > 8'-6".
<br />2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />(ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE. 'v
<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 ANCHOR INSULATION PER CHART ON FLOOR PLAN
<br />@ 24 O.C.)
<br />"SIMILAR AT FOUNDATION ONLY"
<br />2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & �
<br />SLAB & BLOCK
<br />IMPSON SP1 w/ (10)10d NAILS
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/
<br />IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS
<br />@ 6" MAX FROM END OF 2 x PLATE _
<br />2 #5 CONT. ON 3"
<br />() �
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />STEP, SIZE OF FOUNDATION AND
<br />(1) LAYER TYPE II (#30)
<br />6 x 6 W1.4 x W1.4
<br />CHAIRS (TYP.) "
<br />co
<br />" ELEV. 0'-0"
<br />(ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE
<br />REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />UNDERLAYMENT FOR ROOF
<br />WWF OR FIBERMESH
<br />OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4
<br />INCLUDE THE WALL
<br />6 x 6 x
<br />PITCH > 4:121.4
<br />(2) LAYERS TYPE I OR TYPE II
<br />0 °
<br />' ..
<br />° a A.F.F.
<br />° °
<br />O.C.) 2"
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<br />ATTACHMENTS 2
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<br />� WWF OR FIBERMESH
<br />OR'
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<br />(#15 OR #30) UNDERLAYMENT
<br />FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS.
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<br />° ° ° ° ° a O
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<br />31/2"MIN.
<br />REQUIREMENTS SEE R905. PRE ENGINEERED WOOD
<br />�I L I=I I ° _ - = r
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<br />12 @
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<br />° ° ° ° ° ° °
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<br />(2)#5CONT.
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<br />(2)#5CONT.
<br />"MIN.
<br />MOISTURE BARRIER
<br />TYPICAL INTERIOR BEARING
<br />4„I"1;�'-"'
<br />U.N.O.
<br />INSULATION LE SHINGLE ROOF
<br />7/16" O.S.B. MIN. SEE ROOF
<br />WALL W/OUT UPLIFT GG
<br />GARAGE SLAB AT STEP B
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL STEP SHEARWALL C
<br />TYPICAL BEARING WALL a@ STEP CC
<br />NAILING SCHEDULE ON SHT.
<br />SN1
<br />_ , „
<br />SEE TYP. WALL SECTION SCALE: 3/4'-1-0 S3
<br />�_
<br />SCALE: 3!4 -1-0 S3
<br />"SHEAR WALL" SCALE: 3/4"=1'-0" 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 ALUMINUM DRIP
<br />STRENGTH CEILING EDGE
<br />BOARD PER CODE OR 5/8"
<br />GYP. TYPE "X" @GARAGE ALUMINUM FASCIA
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />Yc
<br />W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA
<br />NAILED W/ 8d COMMON NAILS @ 4" 0/C
<br />ABOVE) W/DRYWALL EE SOFFIT
<br />2x S.P.F. STUDS @ 16" O.C.
<br />2x STUD
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" O/C
<br />UM
<br />��N�Uo�s
<br />SCREWS @ 7" O.C. HEET
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGYEXTERIOR
<br />(1) ROW 2x BLOCKING @MID HGT.
<br />CEILING & 8" O.C. WALLS
<br />S
<br />WALL 8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />/'
<br />FOR WALL HGT. <_ 8'-6". (2)
<br />NOTE:
<br />"x8"X16" KNOCK -OUT
<br />INSULATION PER BLOCK W/ N CONT. KNOCK-OUT
<br />1"x P.T. STUD
<br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS
<br />APPLICATION
<br />ROWS 2x BLOCKING @ 3rd FITS
<br />SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6".
<br />CHART ON FLOOR FILLED SOLID W/GROUT
<br />- #5 VERT. IN FILLED CELL
<br />7/8 STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />SEE CC/S3 OR N
<br />G/S3 FOR ANCHOR
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />SIMPSON SP1 w/ SIDE IF APPLICABLE.
<br />NAILER 8" C.M.U. TYPICAL
<br />BOLT INFO. 5/8"x6" "J" BOLTS BOLT
<br />5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16"
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />10 1
<br />( ) Od NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C.
<br />STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR
<br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR
<br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />6 1/4"x31/4" TAPCONS
<br />*SIMPSON SP1 ()
<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 />SPACE ANCHOR •�
<br />=E
<br />BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 �t
<br />w! 10 10d NAILS -
<br />( ) i., 2x P.T. PLATE
<br />FIBERMESH
<br />WEEP SCREED INSTALLED
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<br />END OF 2" x PLATE WWF OR FIBERMESH -
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<br />25' MIN. LAP [30" MIN. LAP] a
<br />I- _
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<br />(2) #5 CONT.
<br />4"x4" INSPECTION
<br />31/4" BASEBOARD PORT AT EACH
<br />D ° p� ° p I= = = = 1= I=I
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<br />36"MIN. LAP [36"MIN. LAP]
<br />ON 3"CHAIRS
<br />(TYP.) 8" 1 8'
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC. SLAB
<br />W/ UPLIFT ONLY
<br />95%MODIFIED PROCTOR ASTM 1 ME I
<br />I I, �,I I, i II
<br />I I=1�I=1 I ICI '-
<br />10"
<br />M AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
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<br />"-i I _„Ti„ -1 1= I =1 -
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />CURB DUE TO SLOPE
<br />--
<br />0-
<br />CONCRETE SLABW/6X6 U NOTE:EXTEND
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<br />TYPICAL EXTERIOR FRAME WALL FOOTING
<br />rE
<br />REBAR DETAILS rF
<br />WALL W/UPLIFT rG
<br />W1.4xW1.4 WWF OR DECO FINISH 4" to 6"
<br />"FIBERMESH" BELOW GRADE
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE:
<br />3/4"=V-0" S3
<br />SCALE: N.T.S. S3
<br />SCALE: 3/4"=V-0" S3
<br />r
<br />.E
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />�
<br />00
<br />1I'
<br />r, - - r ° y ° D Ill
<br />6 x 6 W1.4 x W1.4
<br />SEE PLAN
<br />VARIES 6 x 6 W1.4 x W1.4 _
<br />1 1/2" RECESS FOR
<br />_
<br />01 00 9.31/2"
<br />WWF OR FIBERMESH
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE ROOF PLAN
<br />WWF OR FIBERMESH
<br />S.G.D. (U.N.O.)T�
<br />6 MIL VAPOR - I = z
<br />-
<br />min.) 4"
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />_
<br />-IN
<br />M °- b-
<br />ARRIERD 1 C '� 4
<br />RE IDa
<br />.
<br />GRADE
<br />AT 24" O.C. MAX.
<br />INFODESIGN
<br />SOIL. ° '
<br />00 _ _ - _ •
<br />lil III -III -I'
<br />TOP OF BEAM
<br />& LAYOUTCONNECTION
<br />o
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<br />-
<br />I I-J-1 I I-
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<br />_ - - _ _ - a _
<br />(1) #5 REBAR w/ OPT.
<br />SEE ROOF PLAN
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<br />MODIFIED PROCTOR
<br />ASTMD1557)
<br />_ _ _ -
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<br />T'�T-11_�I�;.II'-''
<br />(2) HTS20
<br />FOR STRUCTURAL
<br />BEAM SIZE &
<br />r = f
<br />'' L,=1 � FE
<br />t I
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT.
<br />_
<br />I- I _ '
<br />4�r IT
<br />CONNECTION INFO
<br />ch I. I 8 •� -II
<br />ON 3" CHAIRS TYR 4" 1'4' STD. 90 HOOK (SEE
<br />DETAIL)
<br />MIN.
<br />U.N.O.
<br />PLATEP.T.
<br />PLATE
<br />I 2x4 #2 SYP P.T. FRAMING w/
<br />SEE A/S3/J/S6
<br />7/16'
<br />i MIN 7/16" O.S.B. SHEATHING
<br />TYPICAL WALL SECTIONTYPICAL
<br />rA
<br />C THICKENED SLAB EDGE L
<br />O.S.B.
<br />Z ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />SCALE: 3/4" =1'-01, S3
<br />SCALE: 3/4"=1'-0" S3
<br />°� w
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<br />¢
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<br />1/2" GYP. BD.
<br />P.T. 2x
<br />COLUMN LOCATION Q
<br />>
<br />�
<br />J 6x6 P.T. #2 SYP
<br />SLAB INFORMATION.
<br />„ 1 2" FROM SLAB
<br />LU ABU66
<br />SLAB STEP & RECESS S.G.D. rM
<br />OPT: DEPRESS SLAB 5 %"
<br />0 0 CONT. BEAD SEALANT
<br />SCALE: 3/4"=V-0" S3
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />BLOCK WALL BEYOND
<br />° . e INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />SEE DETAIL 16/D1 FOR
<br />SECURE 2x4 P.T. BTM. PLATE
<br />PAVERS / DRIVEWAY
<br />EXPANSION JOINT _
<br />° ° -3 1/2"
<br />°
<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
<br />13"
<br />O.H.D. RECESS
<br />° GARAGE
<br />ATTACHMENTS & 18/D1
<br />PAD FOOTING
<br />PAVERS z
<br />_�
<br />r
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />CONCRETE NAILS W 1 1/2
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />--
<br />EXTEND FILL CELLS
<br />•_! d ' J .__
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />TO FOUNDATION PAD
<br />MAT REINFORCING. r '
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<br />SIZE VARIES PER PLAN
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<br />COMMUNITY SPECS
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<br />III== I= =1 I III= = FOOTING v
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />-III-III-III-III-III
<br />BARRIER =III= I = = =1 I I-) I I-
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<br />- I=1 I I=11=III ,� I = BEYOND
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<br />1 4 (1 STORY) / 1-8' (1 STORY w/ DEPRESSED SLAB OPT.)
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<br />1-4 (1 STORY)
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<br />PAD REINFORCEMENT =III=1-i =1I 3 MIN. CLEARANCE
<br />(SEE SCHEDULE)
<br />1' 8" 2 STOR
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<br />1'-8" 2 STORY)
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<br />4" 4"
<br />.•4 SEE FOUNDATION
<br />cortc. PAD INFO,
<br />FOOTING WIDTH
<br />SEE SCHEDULE
<br />GARAGE DOOR SLAB RECESS J,1
<br />GARAGE DOOR SLAB RECESS
<br />INTERIOR WALL SLAB STEP NON-BRG. rK
<br />TAPERED
<br />COLUMN FRAMING KCD12
<br />PATIO COLUMN FTG. DETAIL(*"N�
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />SCALE: 3/4"=V-0"
<br />S3
<br />SCALE; 34"= 1'-e"
<br />SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />ADDITIONAL INFORMATION.
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<br />To the best of the Engineers 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. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
<br />L NAR
<br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607
<br />www.LennarTampa.com
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<br />SCALE : AS NOTED
<br />DATE : 3/16/2018
<br />TECH: MJAM ES
<br />VERSION NO. 4nO
<br />SHEET NO.
<br />S3
<br />(MONO)
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