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12
<br />INSULATION TYP.) VARIES
<br />BAFFLES
<br />1 /2" HIGH
<br />STRENGTH
<br />CD GYP.
<br />BOARD OR
<br />5/8" WALL
<br />BOARD W/
<br />DRYWALL SCREWS
<br />© 7" O.C. CEILING
<br />& 8" O.C. WALLS
<br />R30 MIN. BATT OR
<br />BLOWN INSULATION
<br />1x2 P.T. HORIZONTAL NAILER
<br />STD. 90° HOOK
<br />(SEE DETAIL)
<br />P
<br />R4.2 MIN.
<br />INSULATION
<br />ON EXT BLOCK WALLS
<br />PRE ENGINEERED WOOD TRUSS CAD 24" O.C. U.N.O.
<br />HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT
<br />SCHED.) W/ METAL PL. UNDER EA. TRUSS
<br />�OOF COVERING
<br />7/16" O.S.B. MIN. SEE ROOF
<br />NAILING SCHEDULE ON SHT. SN2
<br />ELEV. VARIES
<br />ALUMINUM DRIP EDGE
<br />ALUMINUM FASCIA
<br />2x4 SUB FASCIA
<br />17 12" U.N.O. 12" ALUMINUM VENTILATED SOFFIT
<br />8%8"X16" KNOCK -OUT BLOCK
<br />W/ 1#5' CONT. FILLED
<br />TA SOLID W/GROUT
<br />•• C.M.U. TYPICAL
<br />1 x2 PT WD FURRING ® 24" 0. C. TYPE "S" MORTAR
<br />/ I ]
<br />1 2" GYPSUM ARCHITECTURAL
<br />WALLBOARD U.N.O. FINISH
<br />FL
<br />(1) #5 VERT, IN FILL CELLS
<br />(SEE FOUNDATION PLAN FOR LOCATIONS)
<br />1 x4 P.T. BASE NAILE
<br />4"x4" INSPECTION PORT AT
<br />EACH FILLED CELL TYPICAL
<br />3 1 /4" BASEBOARD
<br />6x6 W1.4xW1.4 WWF = STD. 90° HOOK
<br />OR FIBERMESH (SEE DETAIL)
<br />CONCRETE SLAB WITH BROOM MIN. 2500 PSI
<br />FINISH SEE STRUCTURAL NOTES CONC. SLAB
<br />z c Z
<br />00
<br />eD
<br />/,
<br />6 MIL VAPOR
<br />BARRIER D ; D z
<br />M
<br />(2) #5 REBAR CONT. 3 MIN. CLR• CLEAN POISONED AND COMP.
<br />ON 3" CHAIRS TYP. \ SOIL. (COMPACTED TO 95% MODIFIED
<br />U.N.O. 1 _4" PROCTOR ASTM D1557)
<br />HUD COMPLIANT 71'P I C,4L W,4LL. 5E CT I ON
<br />NOTE:
<br />SEE SECTION C/S1
<br />FOR ADDITIONAL INFORMATION
<br />SIMPSON SP1 CONNECTOR
<br />NOT TO SCALE
<br />(1) ROW 2x BLOCKING @ MID HGT. FOR
<br />WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />3rd PTS FOR WALL HGT. > 8'-6".
<br />1/2"Ox8" ANCHOR BOLT ® 24" O.C.
<br />SPACE ANCHOR BOLTS 6" MAX. W/ 2"Ox3/16" PLATE WASHER (TYP.)
<br />FROM END OF 2" x PLATE
<br />6X6 W1.4XW1.4 WWF
<br />OR FIBERMESH
<br />D
<br />p 3 1 /2"- 4" -1
<br />m' \ \\\\/ MIN.
<br />/ NOTE:
<br />(2) #5 CONT. /,�//\��/�jHILTI 1/2"0 KWIK BOLT II
<br />W/ 6" EMBEDMENT MAY BE
<br />" J, V-4" 8" USED IN LIEU OF ANCHOR
<br />BOLTS.
<br />a�
<br />V �
<br />m w T r =IC,4L INTERIOR 5EARING WALL
<br />� o
<br />�a
<br />o
<br />P- o
<br />It-
<br />SC,4LE: 3/4"= P-0"
<br />D . SEE SEC. A/S1 ° FOR ADDITIONAL SLAB INFORMATION
<br />oCID-
<br />��
<br />®CD
<br />3
<br />m
<br />g- •o
<br />$ N N Z
<br />�.j00
<br />J � �
<br />x
<br />:n •o
<br />¢ w
<br />w
<br />y
<br />m
<br />s +-
<br />;mm
<br />AJ
<br />m�
<br />op
<br />r
<br />10
<br />6X6 W1.4XW1.4 WWF
<br />OR FIBERMESH
<br />GRADE
<br />- X�
<br />(1) #5 CONT.
<br />If 4" 8"
<br />21
<br />MIN.
<br />TYPICAL THICKENED 5LA5 EDGE
<br />m
<br />n
<br />SCALE: 3/4"=1'-O"
<br />w SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
<br />-_ ELEV. VARIES
<br />1" x 2" FURRING
<br />" x 6" ROUGH SAWN CEDAR
<br />1
<br />a2x4 SPRUCE SUB FASCIA
<br />" U.N.O. 12" ALUMINUM
<br />VENTILATED SOFFIT
<br />ALTERNATE 1=,45CIA
<br />SCALE: 3/4" =1' -0"
<br />ssg�
<br />CONTINUOUS TO FOOTER BELOW 90° }-TOOK DETAIL
<br />K.O. BLOCK
<br />LOAD BEARING OR ----
<br />EXTERIOR WALL
<br />1/2"0 ANCHOR BOLTS
<br />® 24" O.C. W/ NUT & WASHER
<br />(1) SIMPSON SP1 TYP.---,,
<br />8%8%16" NOMINAL
<br />BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />1 x4 P.T. BASE NAILE
<br />I u u u u
<br />1 5 VERT. IN FILL CELLS
<br />#
<br />i u u u n
<br />L====- __� �I _---JL--- --- _�L-- - __� JL __- - _ —
<br />r -ir -r---- — — — — =�
<br />FIRST. BLOCK TO BE
<br />3/4" BASEBOARD
<br />(SEE FDN. PLAN FOR LOCATION)
<br />I u u u N u
<br />I II u u 11 n
<br />SET IN MORTAR
<br />MIN. 2500 PSI
<br />W
<br />z
<br />i II it II if II
<br />I II II II u n
<br />CONC. SLAB
<br />J » »
<br />a 4 x4 INSPECTION PORT AT
<br />-----JL_----- L=__------JL---------JL--.-------- -___
<br />,---------- ir- -it------ -ir----------,r----
<br />I II tl II II
<br />6X6 W1.4XW1.4 WWF
<br />V) / EACH FILLED CELL TYPICAL
<br />C.I
<br />» » I II II' II �t II
<br />8 x4 x16 NOMINAL I II a II .� 11
<br />3/8" MORTAR BETWEEN
<br />OR FIBERMESH
<br />QBLOCK
<br />HEADER_
<br />BLOCK U.N.O.
<br />�MORTAR
<br />WITH 3/8" I ° _ _ II II .- _
<br />------- -- — — -- _ _—__—_—_—_--_ _ ---_—_ ------
<br />BETWEEN r ii ,r ii ii �►- �I ^
<br />SLAB &BLOCK
<br />d
<br />COURSES I I II u u u
<br />I u u
<br />e -
<br />_ Z
<br />C14
<br />m .
<br />ILL N
<br />u I u
<br />I II II II I u
<br />-- L---------JL-------_ JL — —---_JL----
<br />---- �I = ,r---------�r--
<br />ELEV. 0'-0"
<br />o
<br />GRADE Z
<br />,�, _
<br />, „ I n u n o
<br />ELEV. -0 -5 1 /4 _________�L_ ____�L--------CD
<br />-
<br />° ° °.
<br />4. e
<br />°;•
<br />A.F.F.
<br />Z
<br />\
<br />A.F.F. •
<br />•� a• . ° : ° •� °. �• : ° . . °. ° . ELEV. -0'-4 1 4" �
<br />r
<br />6 MIL VAPOR BARRIER
<br />.
<br />\� \/\\/\\/\\/\
<br />.°.°.:
<br />00 ¢ i- » ° .. ° ' °
<br />z 2 x6 RIPPED TO ACTUAL 4 1 /4 WIDE
<br />A.F.F. o
<br />_
<br />' // // //.
<br />C:)o °.°OR 2y'x4" WITH 3/4" FURRING°°.4
<br />CLEAN POISONED AND COMP. �: a _
<br />\\/\\%\\/ NOTES:
<br />`�
<br />e a v
<br />N
<br />SOIL. (95% MODIFIED PROCTOR
<br />//�//�/ 1. FILL ALL CELLS BELOW GRADE WHEN
<br />a ' ..GARAGE DEPTH °.
<br />PER ASTM D1557)
<br />WHEN STEM WALL IS LESS THAN 40
<br />VARIES ° ` ° ° a
<br />3 MIN. CLR. D. 90° HOOK ABOVE GRADE.
<br />° . °
<br />° ` °' °
<br />(2) #5 REBAR CONT.
<br />(SEE DETAIL) 2• FOR STEMWALLS GREATER THAN
<br />ON 3" CHAIR
<br />1,_4„
<br />40" HIGH CONSULT ENGINEER.
<br />ALTERNATE 5TE1-IUJALL FOOTING �,4
<br />GARAGE 5LA5 AT 5TEP 5
<br />5C,4LE: 3/4'=i'-0" 51
<br />5C4LE:3/4"=1'-0" �J1
<br />SEE SEC. A/S1
<br />FOR ADDITIONAL SLAB INFORMATION
<br />1 /2" MIN. PLYWOOD SHEATHING NAILED
<br />, 20" MIN. LAP
<br />2x S.P.F. STUDS @ 16" O.C.
<br />W/ 8d COMMON NAILS ® 4" O/C BOUNDARIES,
<br />2x STUD
<br />6" O/C EDGES, AND 12" O/C FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING 0 SEAMS.
<br />3 OR #4 REINFORCING BAR
<br />8" C.M.U.
<br />(2) ROWS OF 2x BLOCKIN
<br />2x STUDS 0 16" O/C
<br />'3 4 #4 LAP SPLICE
<br />10,
<br />1,0
<br />=
<br />1"x P.T. STUD
<br />® THIRD POINTS
<br />R11
<br />25" MIN. LAP
<br />#5 VERT. IN FILLED CELL
<br />1/2"0 x 8" "J" BOLT @ 24" O/C
<br />W/ 2"OX 3/16" PLATE WASHER TYPICAL
<br />7/8" STUCCO FINISH PER ASTM C. 926
<br />„ „ „ „
<br />1/2 x 6 J BOLT
<br />NOTE:
<br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8"
<br />OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK
<br />„� nruirnnnuin BAR
<br />#`' REINFORCING BAR
<br />® 24" O.C. VERT.
<br />HILTI 1/2"b KWIK BOLT it
<br />W/ 8" MIN. EMBEDMENT MAY
<br />EACH. 3RD LAYER 1/8" THICK.
<br />#Es LAP SPLICE
<br />BE USED IN LIEU OF ANCHOR
<br />BOLTS.
<br />SIMPSON SP1 ® EA. STUD
<br />36" MIN. LAP
<br />=
<br />2x P.T. PLATE
<br />6x6 W1.4xW1.4 WWF
<br />REINFORCING BAR
<br />OR FIBERMESH 2X P.T. PLATE
<br />orb LAP SPLICE
<br />17
<br />R M / // ° . FINISH RADE
<br />p D• D .\ = z
<br />\ 6 MIL VAPOR BARRIER \ i = _
<br />/ ///\ CLEAN POISONED AND COMP. / D // I / / :2 #5 REINFORCING BAR R 1 7 8
<br />SOIL. (COMPACTED TO 95% MODIFIE \ D
<br />PROCTOR ASTM D1557) / / /\
<br />\ �\\.\�. *5 STD. 'Boo NOOK
<br />FR,41" « UJ,4LL TO C.M.U. UJr4LL CONNECTION D T�VPIC,4L EXTERIOR 1=R,41`1E 1.U,4LL FOOTING rE
<br />SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS
<br />(WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE
<br />2-16d NAILS @ 24" O.C. FROM TOP PLATE TO
<br />\M BOTTOM
<br />CHORD OF TRUSSES OR 2x4 BLOCKING)
<br />S.P.F. DOUBLE TOP PLATE--'
<br />TRUSS BOTTOM CHORD OR
<br />2x4 BLOCKING W/ 2-16d
<br />SIMPSON SP2 CONNECTOR
<br />TOE NAILS @ EACH END
<br />2"x S.P.F. (OR EQUAL)
<br />1/2" CDX PLYWOOD OR 7/16"
<br />STUDS @ 16" O.C. U.N.O.
<br />O.S.B. SHEATHING REQ'D. FOR
<br />ALL EXTERIOR OR SHEAR WALLS
<br />(1) ROW 2x BLOCKING @ MID HGT. FOR
<br />AS INDICATED ON THE PLAN.
<br />ATTACH SHEATHING W/ 8d
<br />WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />COMMON NAILS @ 4" O.C. ® COMMON
<br />PTS FOR WALL HGT. > 8'-6".
<br />BOUNDARIES, 6" O.C. 0 EDGES,
<br />19
<br />AND @ 12" O.C. @ FIELD
<br />SIMPSON SP1 CONNECTOR
<br />1/2"Ox8" ANCHOR BOLT @ 24" O.C.
<br />2x P.T. BOTTOM PLATE
<br />W/ 2"Ox3/16" PLATE WASHER (TYP.)
<br />6X6 W1.4XW1.4 WWF
<br />4" MIN.
<br />OR FIBERMESH
<br />°.
<br />1, 31/42'-
<br />MIN.
<br />MIN. \
<br />/
<br />(2) #5 CON .
<br />4"
<br />1'-4"
<br />"
<br />MIN.
<br />U.N.O.
<br />T�rf=IC4L SEARING WALL w STEP ( C
<br />NOTE: SCALE:
<br />SIMPSON HETA20 @ EACH STUD
<br />WITH 16-10d X 1-1/2' MAY
<br />BE USED IN LIEU OF ANCHOR NOTE:
<br />BOLTS, PROVIDED HETA20 HILTI 1 /2"0 KWIK BOLT II
<br />EXTENDS UP STUD. W 8" MIN. EMBEDMENT MAY
<br />BE USED IN LIEU OF ANCHOR
<br />SIMPSON SP1'S ARE NOT BOLTS.
<br />REQUIRED W/ THIS ALT.
<br />SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS
<br />(WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE
<br />2-16d NAILS ® 24" O.C. FROM TOP PLATE TO
<br />S.P.F. DOUBLE TOP PLATES --TRUSS BOTTOM CHORD OR
<br />2x4 BLOCKING W/ 2-16d
<br />SCALE: 3/4 =1 -� 51 SIMPSON SP2 CONNECTO TOE NAILS @ EACH END
<br />SEE A/S1 FOR MORE SLAB INFORMATION SCALE: /a'=It- 0' S1 RE5AR DETAIL5 1= 211x S.P.F. (OR EQUAL)
<br />STUDS ®16" O.C. U.N.O.
<br />SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION SCALE: N.T.S.jj
<br />(1) ROW 2x BLOCKING ®MID HGT. FOR 19
<br />TYPICAL C.M.U. BLOCK WALL
<br />GALVANIZED METAL STOP SECURED TO WALL
<br />TO RUN CONTINUOUS AND LEVEL AT A MINIMUM
<br />OF 8" ABOVE GRADE.
<br />EST. GRADE
<br />_ ELEVATION 0'-0" °O
<br />\\\ TOP OF SLAB
<br />_
<br />00
<br />1=INI5�4 TEXTURE 5REA<
<br />SCALE: N.T.S.
<br />P.T. 2x4 1 /2" GYP. BD.
<br />SOLE PLATE
<br />HOLD GYP. BD.
<br />1 /2"FROM SLAB
<br />CONT. BEAD
<br />z SEALANT
<br />BLOCK WALL BEYOND �'•." °' <INTERIOR
<br />4.
<br />XPANSION JOINT-\ ftA-
<br />a d
<br />n H.D. RECESS HILTI X-CF NAILS ® 12" O.C.
<br />#5 CONT. STAGGERED, FROM BOTTOM 6X6 W1.4XW1.4 WWF OR FIBERMESH
<br />3 1/2" MIN. PLATE TO CONCRETE OR EQUAL
<br />CONCRETE SLAB
<br />AV
<br />2X STUDS 0 24" O.C. U.N.O.
<br />1 /2" GYPSUM WALLBOARD U.N.O.
<br />W/ DRYWALL SCREWS @ 8-O.C.
<br />GARAGE
<br />BEAD
<br />U N .O. SEAL
<br />U.NANT
<br />6X6 W1.401.4 WWF OR FIBERMESH
<br />I
<br />. � 4
<br />3 MIN. CLEARANCE 6 MIL
<br />(2) 45 CONT. I " VAPOR BARRIER 8" 1'-4" I, 8"
<br />1 -4
<br />ON 3" CHAIRS (TYP.) (2) #5 STEEL (CONT..)
<br />G,4RAGE DOOR 5LA5 RECE55 ON CHAIRS
<br />SCALE: N.T.5_
<br />SEE A/S1 FOR MORE SLAB INFORMATION
<br />3/4" RECESS FOR S.G.D.
<br />6X6 W1.4XW1.4 WWF
<br />OR FIBERMESH
<br />_I
<br />CN
<br />o
<br />A.
<br />V
<br />IN
<br />(2) #5 CONT.
<br />4"
<br />1 V-4" "
<br />OPTION 01
<br />5L,45: STEP 4 RECE55 e
<br />INTERIOR WALL 5LA5 5
<br />SEE A/S1 FOR MORE SLAB INFORMATION
<br />EXPANSION JOINT FORMED USING
<br />1/2" EXPANSION JOINT MATERIAL
<br />THICKEN. SLAB EDGE BETWEEN 3/4" RECESS FOR S.G.D.
<br />DOOR FRAMES AS SHOWN 6X6 OR FIBERMESH WWF
<br />FIBERMESH
<br />FINISHED CONCRETE LANIA TO
<br />RECIEVE BROOM FINISH U.N.O. _
<br />d--a —�0 N Z
<br />°
<br />°° \4.
<br />\\
<br />6X6 W1.4XW1.4 WWF (2) #5 CONT.
<br />OR FIBERMESH
<br />„ n ,_ n „
<br />(1) #5 CONT.
<br />OPTION #2
<br />SCALE: 3/4"= P-ID"
<br />SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
<br />SEE DETAIL L ON SHEET S1
<br />FOR OUTER EDGE OF LANAI
<br />MASONRY WALL AND —
<br />PAD FOOTING
<br />8" MASONRY WALL
<br />CONT. FOOTING STEEL
<br />6" MIN. GRAD
<br />FOOTING DEPTH
<br />SEE SCHEDULE
<br />PAD REINFORCEMENT
<br />(SEE SCHEDULE)
<br />' NON - E3RG. K
<br />6C41-E:3/4"=1'-0" 51
<br />FOOLING WIDTH
<br />SEE SCHEDULE
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />EXTEND FILL CELLS TO FOUNDATION
<br />PAD MAT REINFORCING.
<br />3 1 /2" MIN.
<br />FOOTING BEYOND
<br />3" MIN. CLEARANCE
<br />FATIC COLU1„IN 1=TG. DETAIL
<br />SCALE: 3/4N.T.6.
<br />WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />® 3rd PTS FOR WALL HGT. > 8'-6".
<br />1 /2"Ox8" ANCHOR BOLT O 24" O.C.
<br />W/ 2"Ox3/16" PLATE WASHER (TYP.)
<br />SIMPSON SP1 CONNECTOR
<br />2x P.T. BOTTOM PLATE 6X6 W1.4XW1.4 WWF
<br />4" MIN • OR FIBERMESH
<br />3 1 /2n-03
<br />4n
<br />MIN.
<br />MIN. \ \
<br />(2) #5 CON 4„ ,_ n n
<br />U.N.O. MIN.
<br />ALTERNATE TYPICAL 5EARING
<br />WALL e 5TEP W/O SMEAR WALL CC
<br />NOTE: SCALE:3/4"=1'-0° 51
<br />SIMPSON HETA20 ® EACH STUD
<br />WITH 16-10d X 1-1 2" MAY
<br />BE USED IN LIEU 0 ANCHOR NOTE:
<br />BOLTS, PROVIDED HETA20 HILTI 1/2"o KWIK BOLT II
<br />EXTENDS UP STUD. W/ 8" MIN. EMBEDMENT MAY
<br />SIMPSON SP1'S ARE NOT BE USED IN LIEU OF ANCHOR
<br />REQUIRED W THIS ALT. BOLTS.
<br />❑ SAMUEL A. GFEENBERG, P.F. 034245
<br />❑ THUY H. HUYNH, P.E. 060122
<br />❑ IRUJIN J. SENSON, P.E. -049158
<br />❑ AL I ASBAS HAKIM, P.E. 056186
<br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND 5ELIF-F, THE
<br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE
<br />FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND
<br />GUST, EXPOSURE '8' WIND ZONE (2001 EDITION).
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE
<br />DATE IT IS SIGNED AND SEALED.
<br />AoCREATED 01-02-02 SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS
<br />DRAWING ONLY.
<br />�,QN5C0
<br />ENGINEERING, P.A.
<br />PA. BOX 3400 - APOLLO BEAC14 - FLORIOA - 33512
<br />PHONE - (813) 645 0166 FAX - (813) 645 %W
<br />120 MPH
<br />�4510 OTHESE DRAWINGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND THE
<br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBITED. - 2003
<br />3 SEC. GUST
<br />SEAL LENNAR HOMES
<br />SCALENoTM oRAu1N B.V.
<br />TAMPA DIVISION
<br />DATE 1/2/02 N: /BLOCKS/STD 2001
<br />SECTIONS, DETAILS, NOTES
<br />81
<br />
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