|
I __ I I - __ I - I I I - i - - I
<br />I I - __j I j -i I I ,, , , I il -
<br />2x #2 SPF STUDS -
<br />@16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />2x P.T. PLATE -
<br />(1) ROW 2x BLOCKING @ MID
<br />HGT. FOR WALL HGT. !� 8'-6". (2)
<br />ROWS 2x BLOCKING @ 3rd FITS
<br />FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF
<br />APPLICABLE.
<br />1/4" DIA. X 3 1/4" TAPCONS @ 24" OIC & c�
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />(1) LAYER TYPE 11 (#30) kz) fta I.,Ulml - Uri j 6 x 6 W1.4 x W1.4
<br />UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH
<br />PITCH > 4:12 L__11 . A , , . ,
<br />(2) LAYERS TYPE I OR TYPE 11 1
<br />(#15 OR #30) UNDERLAYMENT
<br />--I
<br />FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS.
<br />t>
<br />I wi�
<br />REQUIREMENTS SEE R905. PRE ENGINEERED WOOD
<br />TRUSS @ 24' O.C. U.N.O.
<br />I_=.I
<br />-
<br />LIE, 4�1 F li
<br />12 HURRICANE ANCHOR @ EACH
<br />ZTYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/
<br />TY P 7
<br />METAL PL. UNDER EA. TRUSS
<br />MOISTURE BARRIER
<br />TYPICAL INTERIOR BEARING
<br />INSULATION LE SHINGLE ROOF
<br />WALL W/OUT UPLIFT
<br />rG G
<br />7/16" O.S.B. MIN. SEE ROOF
<br />NAILING SCHEDULE ON SHT.
<br />SEE TYP. WALL SECTION
<br />SCALE: 3/4"=V-10"
<br />�3
<br />LN2 SN1 ELEV. VARIESAt_�
<br />FOR ADDITIONAL SLAB
<br />% �
<br />INFORMATION.
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM DRIP
<br />STRENGTH CEILING
<br />EDGE
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />W/A HABITABLE ROOM
<br />ALUMINUM FASCIA
<br />12" N.\O 2x SUB FASCIA
<br />ABOVE) W/DRYWALL
<br />'\--SEE SOFFIT
<br />SCREWS @ 7" O.C.
<br />SHEET
<br />CEILING & 8" O.C. WALLS
<br />8"&'X16" KNOCK -OUT
<br />INSULATION PER
<br />BLOCK W/ 1#5 CONT.
<br />CHART ON FLOOR
<br />FILLED SOLID W/GROUT
<br />PLAN
<br />1x2 P.T. HORIZONTA
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />STD. 90-HOOK (SEE DETAIL)
<br />TYPE "S" MORTAR
<br />oo
<br />------ARCHITECTURAL
<br />PIMIQ14
<br />1 x2 PT WD FURRING @ 24"O.C.
<br />(1) #5 VERT. IN FILL
<br />1/2" GYPSUM WALLBOARD'�-
<br />CELLS(SEE
<br />U.N.O. Z
<br />FOUNDATION PLAN
<br />C14
<br />FOR LOCATIONS)
<br />CD
<br />1x4 P.T. BASE NAILER 7FI_=
<br />4"x4" INSPECTION
<br />-41
<br />3 1/4" BASEBOARD::
<br />PORT AT EACH
<br />LO
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC. SLAB
<br />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />a, /--NOTE:EXTEND
<br />WlAXW1.4 WWF OR
<br />DECO FINISH 4" to 6"
<br />LO
<br />r-
<br />"FIBERMESH"
<br />BELOW GRADE
<br />LO
<br />C'4
<br />a
<br />ER
<br />00
<br />go
<br />6 MIL VAPOR
<br />7 9
<br />BARRIER
<br />COMP. SOIL.
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />T' MIN. CLR.
<br />rk�
<br />(2) #5 REBAR CONT.
<br />ON 3"CHAIRS TYP.
<br />V-4" (1 STORY)
<br />STD. 90 HOOK (SEE
<br />U.N.O.
<br />1 4' 1 V-8"(2 STORY)
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = V-13"
<br />�3
<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 GGIS3)
<br />*SIMPSON SP1
<br />w/ (10) 1 Od 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"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. STU S @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />5/8"OR 1/2" HIGH STRENGTH
<br />(U.N.O.) (OR X8" GYP. TYPE "X" @
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE)
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />SIMPSON SP2 w/
<br />(12) 1 Od NAILS
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />SHEATHING REQ'D. FOR ALL
<br />EXTERIOR OR SHEAR WALLS AS
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W/ 8d COMMON NAILS @
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD
<br />SLAB & BLOCK
<br />5/8"' x 10" "J" BOLT @ 24" O.C. Wl -
<br />2x3/16" PLATE WASHER (TYP.)
<br />ELEV. 0'-0" (ALT: 1/2"x`12" TITEN HD @ 24" O.C.
<br />OIL OR 5/8"x10'WEDGE ANCHOR @ 24"
<br />A. F. F, O.C.) 211-
<br />r3 1/2" MIN.
<br />z
<br />ELEV. 4-31/2%d�,
<br />00
<br />7P7
<br />I I
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8"OR 1/2" HIGH STRENGTH -
<br />BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS
<br />(U.N.O.) (OR Y8" GYP. TYPE "X" @
<br />EACH END (WHEN PARALLEL)
<br />GARAGE W/A HABITABLE ROOM
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE)
<br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />(10) 1 Od NAILS WHEN TRUSS ALIGNED WITH
<br />S.P.F. DOUBLE
<br />STUD BELOW
<br />TOP PLATE
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />SIMPSON SP2 w/
<br />(12) 10d NAILS
<br />(1) ROW 2x BLOCKING @ MID HGT. FOR WALL
<br />5/8" x 10" "J" BOLT @ 24" O.C. Wit
<br />HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS
<br />2"x3/16" PLATE WASHER (TYP.)
<br />FOR WALL HGT. > 8'4'.
<br />(ALT: 1/2"xl 2" TITEN H D @ 24"
<br />O.C. OR 5/8"xlO'WEDGE ANCHOR
<br />INSULATION PER CHART ON FLOOR PLAN
<br />@ 24" O.C.)
<br />"SIMILAR AT FOUNDATION ONLY"
<br />SIMPSON SP1 w/ (10) 10d NAILS
<br />IF NOTED, THIS REFERS TO THE
<br />STEP, SIZE OF FOUNDATION AND
<br />2x P.T. BOTTOM PLATE
<br />REINFORCEMENT AND WILL NOT
<br />6 x 6 W1.4 x W1.4
<br />INCLUDE THE WALL
<br />WWF OR FIBERMESH
<br />ATTACHMENTS
<br />L
<br />3 1/2" MIN.
<br />1/2"(min.)- 4"
<br />(2) #5 CONT. --/ j
<br />4`1 "� 1'4' 8"
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL (@ STEP 0 SHEARWALL
<br />"SHEAR WALL"
<br />SCALE: 3/4"=V-13"
<br />-7
<br />7�`r
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS
<br />EACH END (WHEN PARALLEL)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />(10) 10d NAILS WHEN TRUSS ALIGNED WITH
<br />STUD BELOW
<br />-2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />U.N.O.
<br />---(1) ROW 2x BLOCKING @ MID HGT. FOR
<br />WALL.HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />@ 3rd FITS FOR WALL HGT. > 8'-6".
<br />---4NSULATION PER CHART ON FLOOR PLAN
<br />-SIMPSON SP1 w/ (10) 10d NAILS
<br />/2x P.T. BOTTOM PLATE
<br />/6x6Wl.4xWl.4
<br />WWF OR FIBERMESH
<br />T= 00
<br />3 1/2"(min.). - 4
<br />(2)#5CONT.
<br />4
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS@ 16" O/C
<br />'OT,
<br />o �N\�bos
<br />'1�
<br />INSULATION PER FBC AND ENERGY
<br />8" C M U
<br />'
<br />FORM SUBMITTED WITH PERMIT
<br />Pr
<br />1 T'S'
<br />"x P. . TU D
<br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS
<br />APPLICATION
<br />#5 VERT IN FILLED CELL
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />C14
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<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 />5/8"4" BOLTS BOLT
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />@ K.O. BLOCK
<br />@ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />MIN, 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD
<br />(6) 1/4"x3 1/4" TAPCONS
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />N
<br />2X PT PLATE
<br />20" MIN. LAP [24- MIN. LAP]
<br />#5 REINFORCING
<br />C14
<br />SPACED EVENLY
<br />FIBERMESH
<br />I
<br />WEEP SCREED INSTALLED
<br />------
<br />BAR
<br />P.T. PLATE
<br />,,-2x
<br />ASSUMED FINISHED
<br />Ci I
<br />PER MFR INSTRUCTIONS
<br />N"-#3 OR #4 REINFORCING BAR
<br />GRADE
<br />E
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN. F7y=0
<br />4 ksi
<br />j
<br />1:AR
<br />FINISH GRADE
<br />25- MIN. LAP [30' MIN. LAP]
<br />Y_ 60ksj]
<br />[GRADE 60 MIN. Fy- 60ksi]
<br />I>
<br />00
<br />6 MIL VA P 0 R R R 71ETF4�VT
<br />50
<br />R 17/8"
<br />. . . . . . .
<br />----#5
<br />:>
<br />z
<br />REINFORCING BAR
<br />z
<br />C14
<br />#5 LAP SPLICE
<br />C14
<br />I lit
<br />36 MIN. LAP [36" MIN. LAP]
<br />1 11-1-1 -fl, I - Cl Cl I r_U 1 U
<br />Ff=] I I- I I R-1 - I , I
<br />D1557)
<br />95% MODIFIED PROCTOR ASTM
<br />T -1t &IM 1 '1 1
<br />4" V-4"
<br />... Ll r�-F, LIIE,�I I F-
<br />ma I a 11-11
<br />FRAME WALL TO C.M.U. WALL CONNECTION TYPICAL EXTERIOR FRAME WALL FOOTING
<br />QPP -rVD IAIAI I Qf=rTIOM i:op Ann1Tlr)MA1 SCALE: 3/4"=1*4' SEE TYP WALL SECTION FOR ADDITIONAL SCALE: 314"=1'-0"
<br />SLAB INFORMATION. \11ff
<br />6 x 6 W1.4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"-, 4
<br />A 4
<br />A
<br />GRADE
<br />;0
<br />U TU_
<br />F--= I
<br />(1) #5 REBAR w/ OPT.
<br />1�-Wl WM-1 =1 fflg fil 1- F-1 ['Ril 1 -IFSC R EE N E N C LOS U R E
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 3/4"=V-0" � S3
<br />9- OPT: DEPRESS SLAB 5 Y2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND
<br />E EXPANSION JOINT
<br />0
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14" 13"
<br />O.H.D. RECESS O.H.D. R
<br />PA
<br />VERS�
<br />ECESS
<br />A A
<br />L
<br />12
<br />0
<br />4. 0?
<br />- j4T
<br />4"
<br />CL
<br />SEE A/S3 OR JIS6
<br />SEE AJ/S3 OR J/S6 x''fl_Twi
<br />F, FOR REINF. INFO. MIN. CLEARANCE FOR REINF. INFO. MIN. CLEARANCE
<br />C:o
<br />C'4
<br />1'�" (1 STOR") V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STORY)
<br />1 'L8" (2 STOR) V-8" (2 ST RY)
<br />GARAGE DOOR SLAB RECESS GARAGE DOOR SLAB RECESS ri
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��S 3
<br />E5
<br />M ADDITIONAL INFORMATION. ADDITIONAL INFORMATION.
<br />D
<br />SLAB INFORMATION.
<br />P.T. 2x 1/2" GYP. BD.
<br />21 HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />010.. CONT. BEAD SEALM
<br />INTERIOR
<br />4 4 -j -31/2'
<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 />;0
<br />F 7_77
<br />I
<br />6 MIL VAPOR
<br />BARRIER
<br />14"14-1
<br />INTERIOR WALL SLAB STEP NON-BRG . (�K
<br />SCALE: 3/4"=1'-0" ��S 3
<br />10"
<br />#6 REINFORCING BAR #5 STD. 90 HCJO
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 w/
<br />(10) 10d NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />BOLTS 6" MAX FROM
<br />< I AT
<br />END OF 2" x PLATE
<br />UJ
<br />0 1 .
<br />LJ IL
<br />Q_ R-
<br />W
<br />LU
<br />SCALE: 3/4"=V-0"
<br />t1/2 " f(mi n.) - �4" b
<br />CC
<br />S3
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />FOR WALL HGT. :5 8'-6". (2)
<br />ROWS 2x BLOCKING @ 3rd FITS
<br />FOR WALL HGT. > 8'-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8"DIA. EXPANSION BOLT @24 " O.C.
<br />W/ 7 EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#) .-:�
<br />E
<br />6 x 6 W1.4 x W1.4
<br />C%j
<br />WWF OR FIBERMESH
<br />(2) #5 CONT.--f I
<br />ON 3" CHAIRS
<br />(TYP.) 1'.4" 8'
<br />-#6-MF_r_SFME_ I T rIUAL [IN I tKIUK btAhINU
<br />REBAR DETAILS F WALL W/ UPLIFT G
<br />SCALE: N.T.S. SCALE: 3/4"=V-10"
<br />VARIES
<br />SEE PLAN 11/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD x FOR TRUSS
<br />AT 24" O.C. MAX. x CONNECTION INFO 4
<br />SEE PLAN FOR x & LAYOUT DESIGN
<br />TOP OF BEAM
<br />A
<br />SEE ROOF PLAN 4 A
<br />00 PM
<br />(2) HTS20 FOR STRUCTURAL 41
<br />BEAM SIZE & .,d
<br />CONNECTION INFO TU . . A .. *14
<br />/-2x4 P.T.
<br />PLATE
<br />O.S.B.
<br />COLUMN LOCATION,
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE A/S3/J/S6 8"
<br />U)
<br />z
<br />0
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />LU
<br />SCHEDULE
<br />cr
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />6x6 P.T. #2 SYP
<br />SLAB INFORMATION.
<br />LU
<br />LU
<br />LU
<br />ABU66
<br />SLAB STEP & RECESS (@ S.G.D. M
<br />SCALE: 3/4"=V-0" S3
<br />_2X STUDS @ 24" O.C. U.N.O.
<br />SEE DETAIL 16/D1 FOR
<br />SECURE 2x4 P.T. BTM. PLATE
<br />COLUMN TO PORCH SILL
<br />w/ 1/4"x3"TAPCONS
<br />AT 8"O.C.
<br />MASONRY WALL AND
<br />GARAGE
<br />ATTACHMENTS & 18/D1
<br />PAD FOOTING
<br />GYPSUM WALLBOARD U.N.O.
<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 MAT REINFORCING.
<br />ON FLOOR PLAN
<br />SIZE VARIES PER PLAN
<br />CONT. BEAD SEALANT
<br />w/ MIN. (2) #5 VERTICALS
<br />= z
<br />00 GRADE
<br />Ec
<br />FILLED SOLID (SEE PLAN FOR
<br />�T
<br />6 x 6 W1.4 x W1.4
<br />�z
<br />SIZE AND REINFORCEMENT)
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<br />CONC. PAD INFO.
<br />TAPERED COLUMN FRAMING rCD112�
<br />SCALE: 314- V-0* \��
<br />11�11�111911_1_ -1 Uj
<br />I I- I I F-I I I I 1=1 I I El I - I I 1=1 I 1=711 Ir=="�=71=00TING
<br />=1 I I -I I FELF''I --I I 1=1 I I=, BEYOND
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<br />(SEE SCHEDULE) FOOTING WIDTH
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<br />SCALE: N.T.S. �3_
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<br />To the best of the Engineers knowledge, information and belief,
<br />tructural plans and specifications contained within these
<br />drawings comply with the 2017 Florida Building Code -
<br />Residential 6th Edition. Engineei signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
<br />LENNAR
<br />4600 W Cypress St, Suite 200 1 Tampa, FL 33607
<br />www.LennarTampa.com
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<br />SCALE AS NOTED
<br />DATE 4/12/2019
<br />TECH: IBERCHAL
<br />VERSION NO 5ml
<br />SHEEr NO.
<br />S3
<br />
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