|
FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.
<br />12
<br />TYP') VARIES
<br />INSUL ION LE
<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 @ 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 />2x #2 SPF STUDS -
<br />@16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />2x P.T. PLATE
<br />„
<br />(1) ROW 2x BLOCKING @ MID
<br />HGT. FOR WALL HGT. s V-6". (2)
<br />ROWS 2x BLOCKING @ 3rd PTS
<br />FOR WALL HGT. > T-6".
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />APPLICABLE.
<br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ,ci
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />(1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 �'
<br />UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH
<br />PITCH > 4:12 0 . 's v .
<br />(2) LAYERS TYPE I OR TYPE II
<br />A
<br />(#15 OR #30) UNDERLAYMENT -f -f f I -I
<br />FOR ROOF PITCH 4:12 OR LESS. T=1 I I p�_�' '-
<br />'1=1 1I�Ii�I o • I ICI 1= Il i
<br />PRE ENGINEERED WOOD -r =I L-I
<br />TRUSS @ 24" O.C. U.N.O.
<br />-1 I�1 I I III 1� I I lll-LI I
<br />HURRICANE ANCHOR @ EACH
<br />/Z TRUSS (SEE UPLIFT SCHED.) W/
<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 rG G
<br />NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION
<br />SCALE: 3/4"=1'-0"
<br />SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3
<br />- - INFORMATION.
<br />ALUMINUM DRIP
<br />EDGE
<br />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=V-0"
<br />ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />12" .N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />�r
<br />,/r
<br />5/8"ORj (2" HIGH STRENGTH -� \-TRUSS BOTTOM CHORD 0) 2x4 #2 SPF 5 I ' '_� `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O. OR %" GYP. TYPE "X" BLOCKING @ 12" O.C. w/ 2 12d TOE NAILS (U.N.O 1(O HIGH STRENGTH 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 />ABOVE)
<br />S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 wl CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/
<br />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 />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" O.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. > 8'-6". (ALT: 1/2"xl2" 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 INSULATION 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 />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 />ELEV. 0'-0° OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL
<br />A.F.F. O.C.) 2" WWF
<br />6 W1.4 x W1.4 ATTACHMENTS 2„ 6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH \ WWF OR FIBERMESH
<br />31/2" MIN, I 31/2" MIN. j
<br />ELEV. 4-3 1/2"z '
<br />A.F.F. O
<br />o ° I -I-J III=I 11-I 11-11 31b 1/2"(min.)- 4„1/2"(min.)- 4
<br />- o °
<br />N 00
<br />31/2"(min. 4" T IT_I I • =1TI II�III- '
<br />I'-
<br />T
<br />(2) #5 CONT.I;Illn
<br />4 1-4 8
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL STEP @ SHEARWALL
<br />"SHEAR WALL" SCALE: 3/4"=1'-0"
<br />GOB' L�
<br />PGS�\�O SEGJ��
<br />00 / -
<br />31/2"(m n.) - 4'�= 11=1I ° � • I I III-1 I II � 1-
<br />(2) #5 CONT. 4„I I, I I �I �,I �I8"�'
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL a" STEPrc C
<br />SCALE:3/4"=V-0" \ S3
<br />EE SOFFIT
<br />SHEET
<br />8"x8"X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />FILLED SOLID W/GROUT
<br />8" C.M.U. TYPICAL
<br />TYPE "S" MORTAR
<br />ARCHITECTURAL
<br />FINISH
<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 GG/S3)
<br />*SIMPSON SP1
<br />w/ (10)10d NAILS
<br />TYP.
<br />-
<br />N
<br />-
<br />r
<br />2x STUD
<br />8" C.M.U.
<br />1"x P.T. STUD
<br />#5 VERT. IN FILLED CELL
<br />5/8"x6" "J" BOLTS BOLT
<br />@ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />6 1/4"x31/4" TAPCONS
<br />()
<br />SPACED EVENLY
<br />2x P.T. PLATE
<br />ASSUMED FINISHED
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS
<br />5/8'° x 10", 'J„ BOLT @ 24 0/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 />c
<br />2x STUDS @ 16" O/C
<br />INSULATION PER FBC AND ENERGY
<br />FORM SUBMITTED WITH PERMIT
<br />APPLICATION
<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 EACH.
<br />3RD LAYER 1/8" THICK.
<br />SIMPSON SP1 w/ (10)10d NAILS @ EA, STUD
<br />2X PT PLATE
<br />WEEP SCREED INSTALLED
<br />PER MFR INSTRUCTIONS
<br />10 M�N�0a,M
<br />\y GON�`N
<br />/' \
<br />CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL
<br />K.O. BLOCK
<br />20" MIN. LAP [24" MIN. LAP]
<br />#5 REINFORCING
<br />BAR a
<br />LU
<br />#3 OR #4 REINFORCING BAR LU o
<br />GRADE 40 MIN F = 40ksi M
<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 />END OF 2 t. PLATE
<br />"
<br />,
<br />a
<br />1x2 PT WD FURRING @ 24" O.C.-/ GRADE �, e ' . - _Z #3 & #4 LAP SPLICE y °--IIITI111-III
<br />D FINISH GRADE oo (GRADE 60 MIN. Fy= 60ksi] a -] D
<br />1) #5 VERT. IN FILL Z Cl)u 25" MIN. LAP [30" MIN. LAP] I I -III -I
<br />1/2" GYPSUM WALLBOARD ( MONO OR STEMWALL ° - - - g �� I-_ u •
<br />CELLS (SEE FOOTING MONO SHOWN o ' I'_I I I - - - = w
<br />u.N.o. o p - _ � II„III °
<br />FOUNDATION PLAN FOR CLARITY ° _ _ _ °O 6 MIL VAPOR BARRIER -III I I ° I --III-D E I - R 1 7/8" `�
<br />FOR LOCATIONS) P o = I (=III=III=III=III=1 IT I ° I I I �=T-, = z #5 REINFORCING BAR
<br />(1) ROW 2x BLOCKING @ MID HGT.
<br />FOR WALL HGT. s 8'-6". (2)
<br />ROWS 2x BLOCKING @ 3rd PTS
<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 />6x6W1.4xW1.4
<br />WWF OR FIBERMESH
<br />° D
<br />°.[I -I
<br />III -'III'_ o
<br />I I I
<br />1x4 P.T. BASE NAILER ° ° I11=1=1I I=111=111=111= t -II l� ri r #5 LAP SPLICE (2) #5 C =III Ill=III1-
<br />4"x4" INSPECTION D ° p�° p _ I I � • �I II-] CONT:
<br />1=1I1=1I1=1I1=1I1=1I1=11 1=1II-III-
<br />3 1/4" BASEBOARD PORT AT EACH NOTE: g III- I- -III- I= - N COMP. SOIL. (COMPACTED TO -_ ° °
<br />FILLED CELL TYPICAL *FOR BEARING WALL =III=III=III=III= T o _ _ _
<br />W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ _ __ __ - 95 /o MODIFIED PROCTOR ASTM ' �= I I-T �_�= 11= i
<br />MIN. 2500 PSI CONC. SLAB _ _ _ _ _ T II -I I I J=1
<br />M AT GARAGE CONTRACTOR III=1 I I=1 � 1=1 11=III=1 11=III=1 I I=III=1 � 1=1 11=I 11=III=I 11=I I I I ,I I D1557) r r r
<br />MIN PSI MAY VARY PER TO CUT BLOCK OR POUR -I I, �I I Ii II I 1=1 I =1 I 1=1 1= 1=1 11= -III=1 =1 I =1 I = 4" V-4"
<br />MUNICIPALITY. CURB DUE TO SLOPE -I �=III--1-III III ;III I 1=1 hI I I_ IT
<br />CONCRETE SLAB W/6X6 aw NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING
<br />W1 AXW1.4 WWF OR -
<br />"FIBERMESH"
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />SCALE: 3/4"=1'-0"
<br />SEE TYP. WALL SECTION FOR ADDITIONAL S3
<br />SLAB INFORMATION.
<br />N ° °p
<br />II Z
<br />co �*
<br />I sal
<br />6 x 6 W1.4 x W1.4
<br />_=1 _-
<br />II
<br />I� I = = z
<br />31/2" WWF OR FIBERMESH
<br />6 MIL VAPOR o
<br />min.) 4"
<br />BARRIER I D: C 4
<br />N
<br />a ° a GRADE
<br />•
<br />I
<br />v''
<br />-
<br />K, COMP. SOIL. °
<br />o (COMPACTED TO 95% N -
<br />TTT I I I �i-I f[-I TTf
<br />� MODIFIED PROCTOR
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />Q, (2) #5 REBAR CONT.
<br />N ON 3" CHAIRS TYP. 4" 1141 STD. 90 HOOK (SEE
<br />o U.N.O. DETAIL)
<br />TYPICAL WALL SECTION rA
<br />SCALE: 3/4" = V-0" S3
<br />;Y
<br />OPT: DEPRESS SLAB 5 Y"
<br />= DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14"
<br />co PAVERS O.H.D. RECESS Z
<br />ID
<br />,� I I �I I ,- I T
<br />�. �.:��.'. •. .III'
<br />SEE A/S3 OR J/S6I1a r1I -II
<br />o FOR REINF. INFO. 3" MIN. CLEARANCE
<br />N 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />0 V 8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS J.1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL INFORMATION. S3
<br />_ - - _ .1(1) #5 REBAR w/ OPT.
<br />1=1I1=1I = I1- -III- I-SGRE);N 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„ c
<br />O.H.D. RECESS
<br /><V '
<br />co
<br />=, �.a r:. .: .r
<br />..
<br />co
<br />T�j e
<br />-
<br />e. '
<br />:4":
<br />[ o0
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'4" (1 STC RY)
<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"=V-0"
<br />SLAB INFORMATION.
<br />P.T. 2x 1/2" GYP. BD.
<br />210 HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />19K0 CONT. BEAD SEALANT
<br />° . INTERIOR
<br />a a -3 1/2"
<br />L a n
<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 />as a
<br />M 6 MIL VAPOR
<br />BARRIER
<br />_III III III III;II'
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. K.
<br />SCALE:3/4"=1'-0" S3
<br />ON I CHAIRS
<br />36" MIN. LAP [36" MIN. LAP]
<br />10"
<br />P 8" V-4" 8"
<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 />13
<br />SCALE: 3/4"=V-0"
<br />S3
<br />VARIES
<br />°
<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 N
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />-
<br />�, ' '
<br />AT 24" O.C. MAX.
<br />CONNECTION INFO-
<br />SEE PLAN FOR
<br />&LAYOUT DESIGN
<br />4-
<br />a °
<br />e
<br />ITI�I I ICI
<br />TOP OF BEAM
<br />SEE ROOF PLAN
<br />-�� FOR STRUCTURAL
<br />;0_n
<br />r
<br />- a' a
<br />L=1_Ir� rill=ill
<br />°
<br />I
<br />(2) HTS20
<br />_ 41
<br />,
<br />BEAM SIZE &
<br />a I r
<br />_
<br />CONNECTION INFO
<br />Cn I ' �'
<br />11
<br />PLATE 2x4 #2 SYP P.T. FRAMING w/
<br />�i s�E ' MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6T-
<br />o.s.B. z ATTACHED PER NAILING FOR REINF. INFO.
<br />w 0 SCHEDULE OPTION #1
<br />COLUMN LOCATION ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL
<br />> w 6x6 P.T. #2 SYP SLAB INFORMATION.
<br />o w ABU66 SLAB STEP & RECESS S.G.D. rM
<br />SCALE: 3/4"=V-0"
<br />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/ DEXTEND
<br />R SCREWS @ 8"O.C.
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />-�
<br />FILL CELLS
<br />TO FOUNDATION AD _ d
<br />INSULATION PER CHART
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING.
<br />ON FLOOR PLAN
<br />SIZE VARIES PER PLAN
<br />M
<br />CONT. BEAD SEALANT
<br />6 x 6 W1.4 x W1.4
<br />�-
<br />WWF OR FIBERMESH ��,
<br />co
<br />w/ MIN, (2) #5 VERTICALS
<br />FILLED SOLID (SEE PLAN FOR
<br />SIZE AND REINFORCEMENT)
<br />BRICK PAVERS or SLAB PER
<br />COMMUNITY SPECS
<br />-
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<br />c� -,
<br />Z
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<br />-i I III-III=1=1=1 I III=1-1 I I_
<br />II,; I�IIiIl�llil111�� 111 ,ll =III -III=' BEYOND
<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL("N�
<br />SCALE: N.T.S. S3
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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 />Residentlal 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 />L AR
<br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607
<br />www,LennarTampaxom
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<br />SCALE : AS NOTED
<br />DATE : 10/29/2018
<br />TECH: MJAMES
<br />VERSION NO. 4mO
<br />SHEET NO.
<br />S3
<br />
|