|
V (1) ROW 2x BLOCKING @ MID
<br />2x #2 SPF STUDS -\ HGT. FOR WALL HGT, !� 8'-6". (2)
<br />@ 16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS
<br />16d TOENAILS T & B FOR WALL HGT. > 8'4%
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />APPLICABLE.
<br />2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & lz�
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />(1) LAYER TYPE 11 (#30) (2) #5 CONT - ON T' 6 x 6 W1.4 x WIA
<br />UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH
<br />PITCH > 4:12 L . D. - A. I t> -
<br />(2) LAYERS TYPE I OR TYPE 11 Y A
<br />FOR UNDERLAYMENT FOR ROOF PITCH 4:12
<br />REQUIREMENTS SEE R905.
<br />, I T11j
<br />(#15 OR #30) UNDERLAYMENT .. I f 9
<br />OR LESS. "I ` t
<br />PRE ENGINEERED WOOD =11111D
<br />TRUSS @ 24" O.C. U.N.O. I Ell
<br />12
<br />HURRICANE ANCHOR @ EACH
<br />-I
<br />TYP') VARIES TRUSS (SEE UPLIFT SCHED.) W/
<br />METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER TYPICAL INTERIOR BEARING
<br />TIO LE SHINGLE ROOF
<br />7116" O.S.B. MIN. SEE ROOF MALL VV/UU I Ul-Llf- I ( GG
<br />NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0"
<br />SN1 �n!D AMMITInKIAI 01 AD 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 @ T' O.C.
<br />CEILING & 8" 0,C. WALLS
<br />INSULATION PER
<br />CHART ON FLOOR
<br />PLAN
<br />1x2 P.T. HORIZONTALJ
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />ELEV
<br />INFORMATION.
<br />ALUMINUM DRIP
<br />EDGE
<br />LUMINUM FASCIA
<br />-'�4N.O. 2x SUB FASCIA
<br />EE SOFFIT
<br />SHEET
<br />8"x8"X16" KNOCK -OUT
<br />BLOCK W/ 1 #5 CONT.
<br />FILLED SOLID W/GROUT
<br />C.M.U. TYPICAL
<br />TYPE 'IS" MORTAR
<br />______-ARCHITECTURAL
<br />IKIIQ14
<br />1x2 PT WD FURRING @ 24" O.C.-/
<br />1/2" GYPSUM WALLBOARD
<br />(1) #5 VERT. IN FILL
<br />U.N.O.
<br />CELLS(SEE
<br />FOUNDATION PLAN
<br />C'4
<br />C'4
<br />C)
<br />FOR LOCATIONS)
<br />C)
<br />1x4 P.T. BASE NAILER
<br />C14
<br />r-
<br />4"x4" INSPECTION
<br />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />C'4
<br />to
<br />MIN. 2500 PSI CONC. SLAB
<br />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER U)
<br />TO CUT BLOCK OR POUR
<br />00
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />:1;
<br />CONCRETE SLAB W/ 6X6 /-NOTE:EXTEND
<br />W1.4XW1A WWF OR
<br />"FIBERMESH"
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />E
<br />C14 r
<br />C0
<br />6 MIL VAPOR
<br />BARRIER
<br />COMP. SOIL.
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT.
<br />ON 3" CHAIRS TYP. 4" V-4"
<br />STD. 90 HOOK (SEE
<br />U.N.O.
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" V-0"
<br />1\ �3
<br />E
<br />OPT: DEPRESS SLAB 5 Y2"
<br />1,20
<br />DEEP AND 6" BEYOND
<br />in
<br />(D
<br />E
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />0
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />14"
<br />O.H.D. RECESS
<br />_5
<br />PAVERS�
<br />1 4.
<br />E!
<br />Mil=M -1;1I.
<br />-
<br />l,
<br />A
<br />:4" o?
<br />-IIF
<br />J:
<br />'1� ' ' '' -
<br />SEE A/S3 OR J/S6 �U 1�. I :RUI 5.4 _11:*.�Ul IF'
<br />00111 FOR REINF. INFO. 1 1 13" MIN. CLEARANCE
<br />C>
<br />C14 1 �14�� (1 STORI) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />C14
<br />8� 1 8 2 STOR
<br />GARAGE DOOR SLAB RECESS
<br />co
<br />LU SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />� �3
<br />ADDITIONAL INFORMATION.
<br />8"x8"x1 6" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=V-0"
<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" OIC FIELD.
<br />-r,/Ar
<br />71/1F
<br />no
<br />_T/17
<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 Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />TOP PLATE (10) 1 Od NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 1 Od NAILS WHEN TRUSS ALIGNED WITH
<br />SIMPSON SP2 wl STUD BELOW TOP PLATE STUD BELOW
<br />(12) 10d NAILS "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
<br />SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ ,,11) ROW 2x BLOCKING @ MID HGT, FOR
<br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"0/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"xl 2" TITEN H D @ 24" @ 3rd FITS 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 />3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY"
<br />SLAB & BLOCK 5/8"' x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS
<br />2x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />ELEV. 0'-0" (ALT: 1/2"xl 2" TITEN HD @ 24" O,C. x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />OR 5/8"x10'WEDGE ANCHOR @ 24" INCLUDE THE WALL
<br />A. F. F. O.C.) 21' x 6 W1.4 x W1.4 ATTACHMENTS 211 6 x 6 W1.4 x W1.4
<br />0 3 1/2" MIN. WWF OR FIBERMESH 3 1/2" M IN. WWF OR FIBERMESH
<br />ELEV. 4-3 1/2" 9 �] I I/ �1 . .
<br />0
<br />A
<br />A.F.F. I-) . 1 11 1, ,
<br />U_ V . I -R- I 11-111-11 I.,_
<br />A 1/2' 1 F�j I F= :'3 1/2"(min.)- 4"
<br />_11F
<br />Ci 00 2
<br />CN ..III ... III _''
<br />1/2 (m i n.) - 4 MI "i'lili5i
<br />_FT
<br />MX1 I
<br />(2) #5 CONT. 4 . V-4" 81,
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL ---- STEP @ SHEARWALL
<br />P-)
<br />"SHEAR WALL" SCALE: 3/4"=V-0"
<br />00 ELLF= F
<br />lit
<br />FILI Ill,__j I
<br />(2) #5 CONT. 4" -41,11 1811
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP //"CC
<br />SCALE: 3/4"=1'-0" � S3
<br />LOAD BEARING OR
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" O/C
<br />INSULATION PER FBC AND ENERGY
<br />0%,
<br />EXTERIOR WALL
<br />8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />NOTE:
<br />1"xPT STUD
<br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS
<br />APPLICATION
<br />SEE SECTION C/S3 FOR
<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 />will (110) 1 Old NAILS
<br />TYP.
<br />MONO OR STEMWALL-,,
<br />FOOTING MONO SHOWN
<br />CnO rl A 01-17V
<br />C1`1
<br />�
<br />#5 V ERT. IN FILLED CELL
<br />5/8"x61 BOLTS BOLT
<br />@ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />(6) 1/4"x3 1/4" TAPCONS
<br />SPACED EVENLY
<br />2x P.T. PLATE
<br />ASSUMED FINISHED
<br />�GRADE
<br />00
<br />5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16"
<br />PLATE WASHER TYPICAL
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />FIBERMESH
<br />E
<br />� . D, . ... . . I . 1:1. * - . .
<br />N
<br />. I . A 1>
<br />- 1, .. 0. .
<br />6 MIL VA i'r: r qAN 111 -1 t> t� ., A ,
<br />POR BARRIE
<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 EAC
<br />3RD LAYER 1/8" THICK.
<br />SIMPSON SP1 w/ (10) 1 Old NAILS @ EA. STUD
<br />2X PT PLATE
<br />WEEP S CREED INSTALLED
<br />PER MFR INSTRUCTIONS
<br />2�
<br />FINISH GRADE 60
<br />AL - 0?
<br />1]]� rI P, 1-1 -=I IF-= ff
<br />@ K.O. BLOCK
<br />20" MIN. LAP [24" MIN. LAP] #5 REINFORCING X _j
<br />BAR X uj
<br />"'�-#3 OR #4 REINFORCING BAR A uj
<br />� GRADE 40 MIN. Fy= 40ksi x
<br />#3 & #4 LAP SPLICE ><
<br />- 1 [GRADE 60 MIN. Fy= 60ksi]' x U)
<br />25'1 MIN. LAP [30" MIN. LAP] / a.
<br />x
<br />LU
<br />;777 xx /111 I'll "A' All C0
<br />ADDITIONAL INFORMATION
<br />(10) 10d NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />BOLTS 6" MAX FROM
<br />END OF 2" x PLATE
<br />1>
<br />:i,
<br />t>
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />FORWALLHGT. !� 8'-6".(2)
<br />ROWS 2x BLOCKING @ 3rd FITS
<br />FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />5/8"DIA. EXPANSION BOLT @24 " O.C.
<br />W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />C?
<br />1 r m-1.1
<br />I
<br />F 9
<br />EE' ME'', FI r'E', ME'', 4. R 17/8' 1 ---11 Imma
<br />C14 #5 REINFORCING BAR
<br />i> (2) #5 CONT.
<br />LI r= 1 #5 LAP SPLICE
<br />1>
<br />NOTE: i> I El I 1=1 I FEI I
<br />fl�101 I PNI 17=1 ILI r,
<br />*FOR BEARIN WALL COMP. SOIL. (COMPACTED TO
<br />W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM
<br />D1557)
<br />4" V-4"
<br />FRAME WALL TO C.M.U. WAL i L C I ONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING
<br />CZPI: TVID IAIAII I QP('TIOKI PnD Ar)r)ITInKIAI SCALE: 3/411-70. Qr:r: TVD 1AIA11 I Q1=rTIr)K1 9:r)Q AnnITIMIAl SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />6 x 6 W1.4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4",
<br />GRADE
<br />7__
<br />00
<br />,0-.=l I F_=I I I:EI I rl I r=1 I
<br />#5 REBAR w/ OPT.
<br />KEN 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" 2
<br />O.H.D. RECESS E
<br />ce)
<br />4 d
<br />7
<br />4
<br />2,
<br />00
<br />4"
<br />'LFF-I 117:-
<br />=I I a I
<br />I -
<br />SEE A/S3 OR J/S6--"'"_-MFT-,II1_111,,
<br />FOR REINF. INFO. MIN. CLEARANCE
<br />V-4"(1 STORY)
<br />V-8" (2 STqRY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3
<br />ADDITIONAL INFORMATION.
<br />SLAB INFORMATION.
<br />P.T. 2x 1/2" GYP. BD.
<br />HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />CONT. BEAD SEALAI'I,
<br />4 INTERIOR
<br />4 -3 1/2" j,
<br />CONCRETE NAILS W 11/2"
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#) CONCRETE SLAB�-.
<br />00
<br />6MILVAPOR
<br />BARRIER
<br />36- M I N. LAP [36" M I N. LAP] ON 3" CHAIRS 81, V-4" 8"
<br />1 // , 101, (TYP.)
<br />�,�V\xxx \xx/ x/ 1
<br />----#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />REBAR DETAILS rF WALL W/ UPLIFT rG
<br />SCALE: N.T.S. SCALE: 3/4"=V-0"
<br />VARIES
<br />EE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.)
<br />FOR TRUSS Cl)
<br />AT 24" O.C. MAX 4
<br />CONNECTION INFO CI31
<br />SEE PLAN FOR A - & LAYOUT DESIGN
<br />TOP OF BEAM NV
<br />SEE ROOF PLAN
<br />00 1 A
<br />(2) HTS20 FOR STRUCTURAL
<br />BEAM SIZE & _4
<br />CONNECTION INFO co
<br />,/-2x4 P.T. 2x4 #2 SYP P.T. FRAMING w/
<br />7
<br />PL4"FE SEE A/S3/J/S6
<br />--7116" MIN 7/16" O.S.B. SHEATHING 8"
<br />O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. f"
<br />U) 0 SCHEDULE OPTION #1
<br />VARI-P11 !:� !;j
<br />0-1 SEE TYP. WALL SECTION FOR ADDITIONAL
<br />COLUMN LOCATION >
<br />Uj 6x6 P.T. #2 SYP SLAB INFORMATION.
<br />Uj
<br />Uj
<br />ABU66 SLAB STEP & RECESS (@ S.G.D. rM
<br />SCALE: 3/4"=V-0"
<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 AT 8"
<br />MASONRYWALLAND
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />0. C.
<br />PAD FOOTING
<br />ATTACHMENTS & 18/D1
<br />::z___1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />ATTACHMENTS
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD
<br />INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL-\
<br />MAT REINFORCING. !Z�J
<br />ON FLOOR PLAN
<br />SIZE VARIES PER PLAN
<br />(71)
<br />CONT. BEAD SEALANT
<br />w/ MIN. (2) #5 VERTICALS
<br />00 z
<br />GRADE 4
<br />FILLED SOLID (SEE PLAN FOR
<br />I f I --I I I-- I I IL-_1 I ltl 4
<br />6 x 6 W1.4 x W1.4
<br />SIZE AND REINFORCEMENT)
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<br />�WWF OR FIBERMESH
<br />Z -I-
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<br />BRICK PAVERS or SLAB PER
<br />COMMUNITY SPECS
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<br />14" 14" 1
<br />INTERIOR WALL SLAB STEP NON-BRG. rK
<br />SCALE: 3/4"=V-0" ��S'l
<br />0
<br />I I a :LAI kT� I I jjL
<br />FOOTING
<br />BEYOND
<br />PAD REINFORCEMEN 3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL il""" �N
<br />SCALE: N.T.S. �3
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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, Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal,
<br />LENNAR
<br />ypress I Ul I
<br />www.LeniarTampa.com
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<br />--I
<br />V)
<br />0
<br />SCALE AS NOTED
<br />DATE 10/2/2018
<br />TECH: MJAMES
<br />VERSION NO' 4nO
<br />SHEET NO.
<br />S3
<br />
|