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12 PRE ENGINEERED WOOD TRUSS 0 24" O.C. U.N.O.
<br />INSULATION TYP.) VARIES
<br />BAFFLES
<br />HURRICANE ANCHOR Q EACH TRUSS (SEE UPLIFT
<br />SCHED.) W/ METAL PL. UNDER EA. TRUSS
<br />1/2" HIGH STRENGTH QOF COVERING
<br />CD GYP. 7/1 V CI .8. MIN. SEE ROOF
<br />BOARD OR '. FAILING SCHEDULE ON SHT. SN2
<br />5/8" WALL � "'+ ELEV. VARIES
<br />BOARD W/
<br />DRYWALL SCREWS % ALUMINUM DRIP EDGE
<br />0 7" O.C. CEILING Al-.:UMINUM FASCIA
<br />& 8" O-C_ WALLS
<br />R30 MIN. BATT OR f = \ -2x4- SUB FASCIA
<br />BLOWN INSULATION -..
<br />1x2 P.T. HORIZON`T`A1_ N A!° pE'R __/ 12" U.N.O. 12" ALUMINUM VENTILATED SOFFIT
<br />STD. 90' HOOK 8"x8"X16" KNOCK -OUT BLOCK
<br />{SEE DETAIL) SOLID W/GROUT FILLED
<br />R4.2 MIN,.------"-;`` I1
<br />INSULATION
<br />ON EXT.. BLOCK WALLS
<br />" C.M.U. TYPICAL
<br />1 x2 PT WD FURRING
<br />@ 24" O.C. TYPE "S" MORTAR
<br />Z1 /2" GYPSUM ARCHITECTURAL
<br />FINISH
<br />WALLBOARD U.N.O.
<br />(1) #5 VERT. IN FILL CELLS
<br />(SEE FOUNDATION PLAN FOR LOCATIONS)
<br />1x4 P.T. BASE NAILED,
<br />4"x4" INSPECTION PORT AT
<br />EACH FILLED CELL TYPICAL
<br />3 1/4" BASEBOARD
<br />6x6 W1.4xW1.4 WWF r STD. 90' HOOK
<br />OR FIBERMESH � (SEE DETAIL)
<br />CONCRETE SLAB WITH BROOM MIN. 2500 PSI
<br />FINISH SEE STRUCTURAL NOTES CONC. SLAB
<br />6 MIL VAPOR
<br />BARRIER = z
<br />f.>
<br />(2) #5 REBAR CONT. MIN. cLL/� CLEAN POISONED AND COMP.
<br />ON 3" CHAIRS TYP. \ SOIL. (COMPACTED TO 95% MODIFIED
<br />U.N.Q. V-4n
<br />PROCTOR ASTM D1557)
<br />HUD CC1''IFL I ANT TYF I CAL WALL SECT I CN
<br />�•• NOT TO $C4LE
<br />NOTE:
<br />SEE SECTION C/S1
<br />FOR ADDITIONAL INFORMATION
<br />SIMPSON SP1 CONNECTOR
<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"0x8" ANCHOR BOLT @ 24" O.C.
<br />SPACE ANCHOR BOLTS 6" MAX. W/ 2"0x3/16" PLATE WASHER (TYP.)'
<br />FROM END OF 2" x PLATE
<br />6X6 W1.4XW1.4 WWF
<br />OR FIBERMESH
<br />5 CO
<br />(2 } # CONT.
<br />/ !\\\ \\\// \
<br />/, �ji.! 1 / // /\
<br />8"
<br />\ \
<br />\\� NOTE:
<br />' l�SDEBOLT
<br />NIIy� �?MENaYBE
<br />USED IN LIEU OF ANCHOR
<br />BOLTS.
<br />T't''FICAL INTERIOR S�F,4RINC-i UJ 4LL
<br />SCALE: -'149=1'-0'
<br />Y
<br />SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
<br />6X6 W1.4XW1.4 WWF
<br />OR FIBERMESH
<br />GRADE
<br />�(1) #5 CONT.
<br />MIN.
<br />T"TFICAL. THICKENED 6L,45 EIDC:zE
<br />SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
<br />ELEV. VARIES
<br />1" x 2" FURRING
<br />1" x 6" ROUGH SAWN CEDAR
<br />2x4 SPRUCE SUB FASCIA
<br />In U.N.O. 12" ALUMINUM
<br />VENTILATED SOFFIT
<br />ALTERNATE FA5CIA
<br />SCALE: 3/4° = I' -0"
<br />CONTINUOUS TO FOOTER BELOW c3oo POOK C>E'T'AIL
<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"x8"x16" NOMINAL
<br />BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />1 x4 P.T. BASE NAILS
<br />11
<br />{1) #5 VERT. IN FILL CELLS
<br />I II
<br />L--------- Ji _
<br />r
<br />I tl
<br />It II it
<br />---.JL — -- �-- -JL- = __----IL--- ---
<br />' ------ �- ��---- �� -- -
<br />a tI If tl
<br />FIRST BLOCK TO BE
<br />3 4" BASEBOARD
<br />j
<br />�,
<br />(SEE FDN. PLAN FOR LOCATION}
<br />i II
<br />I tl
<br />II II « II
<br />a It !t II
<br />SET IN MORTAR
<br />MIN. 2500 PSI
<br />�
<br />v
<br />-' 4"x4" INSPECTION PORT AT
<br />I t!
<br />L_ JL------
<br />i--------- -
<br />A it If tf
<br />L ��! ____JL �------JL-= = -_---- _
<br />--- - ii ------ -- ---- - ==
<br />CONC. SLAB
<br />N
<br />CL /�- EACH FILLED CELL TYPICAL
<br />" >, „ I u
<br />8 x4 x16 NOMINAL I u
<br />!I a !t
<br />it tt .� ii
<br />3/8" MORTAR BETWEEN
<br />6X6 W1.4XW1.4 WWF
<br />BLOCK WITH 3/8" t it
<br />ti II
<br />SLAB & BLOCK
<br />OR FIBERMESH
<br />Q HEADER BLOCK U.N.Q.
<br />�_=-_--_— - --- iL =-_ -------- JL_ ------ >�-�_ — __=_
<br />MORTAR BETWEEN a II it mot- t
<br />COURSES t ft
<br />I II
<br />II a at Ii
<br />! n
<br />It II I it
<br />n n i tl
<br />- - a
<br />ELEV. O'-O"
<br />GRADE
<br />_
<br />ELEV. -0 -5 1/4 ------ 1L-
<br />A.F.F.
<br />___ ft--------- d
<br />B' 4
<br />A.F.F.
<br />c�
<br />\�/�
<br />I
<br />I \//\\//\\//\\//\
<br />a
<br />ELEV. -0'-4 1 4" o
<br />6 MIL VAPOR BARRIER
<br />Q`
<br />��`C
<br />2%6" RIPPED TO ACTUAL 4 1/4" WIDE/ a
<br />a a ; a ' :
<br />A.F.F.
<br />-.'OR 2"x4" WITH 3/4" FURRING
<br />4
<br />CLEAN POISONED AND COMP.
<br />�a q` .//�//j
<br />\\ \\%
<br />NOTES:
<br />r
<br />a Q-, L, a. e e as
<br />GARAGE DEPTH a,
<br />4
<br />''
<br />SOIL. (95% MODIFIED PROCTOR
<br />//�//f,
<br />1. FILL ALL CELLS BELOW GRADE WHEN
<br />e a
<br />a
<br />_
<br />PER ASTM D1 557}
<br />WHEN STEM WALL IS LESS THAN 40"
<br />a '
<br />A c
<br />VARIES d -0.a .
<br />; 'Q
<br />MIN. CLR.
<br />STD. 90- HOOK ABOVE GRADE.
<br />4• d
<br />(2) #5 REBAR CONT.
<br />"
<br />(SEE DETAIL) 2. FOR STEMWALLS GREATER THAN
<br />1-4 40" HIGH CONSULT ENGINEER.
<br />ON 3 CHAIR
<br />ALTERNATE 5TE1 IWALL FOOTING /A,4Y
<br />GARAGE SLAIN AT STEM' 5
<br />SCALE: 3/4" = I' -0' S I
<br />SCALE; a/4° = I' -O'
<br />SEE SEC. A/S1 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 />.
<br />6" 0/C EDGES, AND 12" O/C FIELD.
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING 0 SEAMS.
<br />3 OR #4 REINFORCING BAR
<br />8" G.M.U.
<br />(2) ROWS OF 2x BLOCKIN
<br />2x STUDS @ 16" O/C
<br />4 *4 LAB' SPLICE
<br />I
<br />I.
<br />1"x P.T. STUD
<br />0 THIRD POINTS
<br />R11
<br />25" MIN. LAP
<br />#5 VERT. IN FILLED CELL
<br />1/2"o x 8" 7 BOLT 0 244 O/C
<br />W/ 27OX 3/16" PLATE WASHER TYPICAL
<br />7/8" STUCCO FINISH PER ASTM C. 926
<br />li���:REINFOR�CING
<br />" " " "
<br />1 /2 x 6 J BOLT
<br />NOTE: ,
<br />H0 KWIK BOLT
<br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8"
<br />OVER METAL LATH. FIRST 2 LAYERS 3/8' THICK
<br />AR
<br />0 24" O.C. VERT.
<br />WILTI 81 MIN. EMBEDMENTIIMAY
<br />EACH. 3RD LAYER 1 8" THICK.
<br />/
<br />#5LAB�, �L ICE
<br />BE USED IN LIEU OF ANCHOR
<br />BOLTS.
<br />SIMPSON SP1 @ EA. STUD
<br />36" MIN. LAP
<br />2x P.T. PLATE
<br />6x6 W1.4xW1.4 WWF
<br />OR FIBERMESH
<br />2X P.T. PLATE
<br />I
<br />I
<br />REINFORCING BAR
<br />*6 L ,4f"' SPLICE
<br />s \/\\� \\• FINISH AIDE
<br />a.. \\/x\\\\ 6 MIL VAPOR BARRIER
<br />x/ //�\/// CLEAN POISONED AND COMP. - :• /� /%
<br />\j` SOIL_ (COMPACTED TO 95% MODIFIE
<br />PROCTOR ASTM D1557)
<br />n f n
<br />FRAME WALL TO aM.U, WALL CONNECTION D TrFiCAL. EXTERICR FRAME WALL. FOOTING
<br />SCALE:
<br />SEE A/S1 FOR MORE SLAB INFORMATION
<br />SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
<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. GR AIDE
<br />_ El EVAnON 0'-0" F
<br />COP OF SLAB
<br />00
<br />FINI5H TEXTURE 5REAK H
<br />SCALE: N_T_S_ 51
<br />#5 REINFORCING BAR --j
<br />R 1 7/8"
<br />*�) 6TE). sop �4001<
<br />RE5AIR DETAILS F
<br />SCALE- N.T-5. 5I
<br />P.T. 2x4 1 /2" GYP. BD.
<br />SOLE PLATE HOLD GYP. BD,
<br />1 /2" FROM SLAB 2X STUDS 0 24" O.C. U.N.O.
<br />CONT. BEAD 1/2" GYPSUM WALLBOARD U.N.O.
<br />z SEALANT WJ DRYWALL SCREWS 0 8-O.C.
<br />OF ,, �c3
<br />BLOCK WALL BEYOND a ¢ ; "'' Q INTERIOR GARAGE
<br />EXPANSION Jl?INT 4 �u- 4" � 1g CONT. BEAD
<br />-� ° a, �" U.N.O. SEALANT
<br />VARES n n
<br />H.D. RECESS HILTI X-CF NAILS ® 12" O.C.
<br />#5 CQNT. STAGGERED,
<br />CONCRETBE BOTTOM 6X6
<br />6X6 W1.4XW1.4 WWF OR FIBERMESH
<br />3 1 j2" MIN.
<br />CONCRETE SLAB 6X6 W1.401.4 WWF OR FIBERMESH
<br />----------------
<br />\H
<br />3 MIN. CLEARANCE 6 MIL
<br />(2) #5 CONT. -4" VAPOR BARRIER g" 1,-4„ 8"
<br />1' ON 3" CHAIRS (TYP.) (2) #5 STEEL (CONT..) ,
<br />ON CHAIRS
<br />GARAGE DOOR 5LA5 RECE55 :
<br />INTERIOR WALL. 5L,45 STEF NON-5RG. �
<br />SCALE. N.T.5. S1 SEE A/S1 FOR MORE SLAB INFORMATION SCALE:
<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 />t
<br />C`t
<br />a
<br />4"
<br />OFT I ON #I
<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 W1.4XW1.4 WWF
<br />OR FIBERMESH
<br />FINISHED CONCRETE LANIA TO
<br />RECIEVE BROOM FINISH U.N.O.
<br />tr
<br />o —4
<br />—4
<br />Z c — o-
<br />00
<br />6X6 W1.4XW1.4 WWF 2 5 CONT.
<br />8
<br />OR FIBERMESH " n IF
<br />} #
<br />(1) #5 CONT. n
<br />OFT ION 412
<br />5L,45 STEP 4 RECE55 a 5 Cz.D.
<br />SCALE: �'i4"= 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 />MASONRY WALL AND
<br />PAD FOOTING
<br />EXTEND FILL CELLS TO FOUNDATION
<br />PAD MAT REINFORCING.
<br />3 1 j2" MIN.
<br />•��' FOOTING BEYOND
<br />3" MIN. CLEARANCE
<br />FOOTING WIDTH
<br />SEE SCHEDULE
<br />ATIO COLUMN FTG. DETAI
<br />5C4LI=: 3'4N.T.5,
<br />21
<br />0
<br />SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS
<br />(WHERE UPLIFT STRAPS ARE NOT REQUIRED, PROVIDE
<br />2-16d NAILS @ 24" Q.C. FROM TOP PLATE TO
<br />BOTTOM CHORD OF TRUSSES OR 2x4 BLOCKING)
<br />S.P.F. DOUBLE TOP PLATE' ' \--TRUSS BOTTOM CHORD OR
<br />2x4 BLOCKING W/ 2-16d
<br />SIMPSON SP2 CONNECTOR TOE NAILS Q EACH END
<br />1/2" CDX PLYWOOD OR 7/16" 2"x S.P.F. (OR EQUAL)
<br />STUDS @ 16' O.C. U,N.Q,
<br />O.S.B. SHEATHING REQ'D. FOR
<br />ALL EXTERIOR OR SHEAR WALLS (1) ROW 2x BLOCKING @ MID HGT. FOR
<br />AS INDICATED ON THE PLAN, WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />ATTACH SHEATHING W/ 8d
<br />COMMON NAILS 0 4" O.C. ® d PTS FOR WALL HGT. > 8'_6"_
<br />BOUNDARIES, 6" O.C. 0 EDGES, 19
<br />AND @ 12" O.C. @ FIELD
<br />SIMPSON SP1 CONNECTOR
<br />Ox8" ANCHOR BOLT 0 24" O.G. 2x P.T. BOTTOM PLATE
<br />W/ 2"Ox3/16" PLATE WASHER (TYP.) 6X6 W1.4XW1.4 WWF
<br />4" MIN. OR FIBERMESH
<br />--- //\\�j 31j2"-4"
<br />00-
<br />Owl-�
<br />3 1/2"- 4". - A\\ j MIN.
<br />MIN.
<br />(2) #5 CON .
<br />4" V-4" 8"
<br />U-N.O. MIN.
<br />T'rFICAL_ 5EARINe WALL o-) STEMrc�_;�
<br />NOTE;
<br />SIMPSON HETA20 0 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. Wf 8" MIN. EMBEDMENT MAY
<br />BE USED IN LIEU OF ANCHOR
<br />SIMPSON SPVS 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 PLATE-' '--TRUSS BOTTOM CHORD OR
<br />2x4 BLOCKING W/ 2-16d
<br />SIMPSON SP2 CONNECTOR TOE NAILS @ EACH END
<br />2"x S.P.F. (OR EQUAL)
<br />STUDS @ 16" Q.C. U.N.O.
<br />(1) ROW 2x BLOCKING @ MID HGT. FOR 19
<br />WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING
<br />C 3rd PTS FOR WAIL HGT. > 8'-6"
<br />1/2"4x8" ANCHOR BOLT @ 24" O.C.
<br />SIMPSON SP1 CONNECTOR-,,W/ 2"ox3/16" PLATE WASHER (TYP.)
<br />2x P.T. BOTTOM PLATE—",
<br />LATE OR 6X6
<br />WWF
<br />�4" MIN.
<br />0
<br />3 1 /2"-4"
<br />1/2--4 ° ® /� MIN.
<br />MiN. \\ \\ \\
<br />(2) #5 CON 4" " n
<br />U.N.O. MIN.
<br />ALTERNATE T'T-FICAL SEARING
<br />WALL 'a 5TEI =' W/C 5�4EAfR UJ,4LL CC
<br />NOTE: SCALE: '/4' =1' -0"
<br />SIMPSON HETA20 0 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 11
<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. GREENBEFG, F.E. *3424r
<br />❑ TPUY P. PUYNP, 1"•'.E. %0122
<br />IRUJIN J. 5ENS©N, F.E. **B1rpa
<br />❑ AL I A55A6 PAKIM, 1=.E. 05(oi&o
<br />TO THE BEST OF Ti4E ENGINEER'S KNOULEDGE ,AND LEI -, TES
<br />STTZ-CTURAL PLANS AND 5F'ECIFICATION5 COMF',L°Y WITH THE
<br />FLORIDA MIL.DING CODE, SECTION Ir 0& FOR 120 MPH 3 SECC
<br />GUST, EA=05URI` 'B' WIND ZONE (2001 EDITION).
<br />THIS DRAU11NCx ,AND DESIGN 16 VALID F;oR 12 MoNT�4B ,pTER T�1
<br />DATE IT IS SIGNED AND 5EALED_
<br />ACREATED 01-02-02 SIC-sNED AND SEALED FOR THE STRUGTUP-4L P'0%TION OF TH15
<br />DR,AWIWzs ONLY.
<br />__T III � � � _ I '_ I L�� _F P. ' i II 1I I . '_ 1 li! I1; Lj �
<br />
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