|
12 PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O.
<br />INSULATION TYP-) VARIES
<br />BAFFLES
<br />HURRICANE ANCHOR 0 EACH TRUSS (SEE UPLIFT
<br />SCHED.) W/ METAL PL. UNDER EA. TRUSS
<br />1/2" NIGH STRENGTH OOF COVERING
<br />CD GYP. 7/1 " Cj S,.q. MIN. SEE ROOF
<br />BOARD OR NAJLING SCHEDULE ON SHT, SN2
<br />5/8" WALL may; ELEV. VARIES
<br />BOARD W/ _.,....
<br />DRYWALL SCREWS ALUMINUM DRIP EDGE
<br />t 7" O.C. CEILING
<br />&c 8" O.C_ WALLS AI-::UM!NI;M FASCIA
<br />"� -2x4 SUB FASCIA
<br />R30 MIN, BATT OR
<br />\
<br />BLOWN INSULATION - ! 12" U.N.O. "
<br />1 x2 P.T. HORIZONTAL. —I/ 12 ALUMINUM VENTILATED SOFFIT
<br />STD. 90' HO j "
<br />(SEE DETAIL) 8 x8 X16" KNOCK -OUT BLOCK
<br />W/ 1 #5 CONT. FILLED
<br />SOLID W/GROUT
<br />R4.2 MIN, —
<br />INSULATION
<br />ON EXT.. BLOCK WALLS
<br />1 x2 PT WD FURRING ----- -
<br />@ 24" O.C.
<br />1/2" GYPSUM
<br />WALLBOARD U.N.O.
<br />---8 C.M.U. TYPICAL
<br />TYPE "S" MORTAR
<br />_- ---ARCHITECTURAL
<br />FINISH
<br />(1) #5 VERT. IN FILL CELLS
<br />(SEE FOUNDATION PLAN FOR LOCATIONS)
<br />1 x4 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 STD. 90' HOOK
<br />OR FIBERMESH r (SEE DETAIL)
<br />CONCRETE SLAB WITH BROOM MIN. 2500 PSI
<br />FINISH SEE STRUCTURAL NOTES CONC. SLAB
<br />,.- .. .
<br />} BARRIER 6 MIL VAPOR
<br />\\/ \\ / ^ z
<br />\f \�
<br />(2) #6 REBAR CONT. 3 MtN. 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 />ACID COt-IFLIANT TT-FICAL. WALL 5ECTiON
<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/ 20Ox3/16" PLATE WASHER (TYP.)*
<br />FROM END OF 2" x PLATE
<br />6X6 W1.4XW1.4 WWF
<br />OR FIBERMESH
<br />D
<br />j d fl_
<br />3 1/2"-
<br />X' MIN.
<br />(2) #5 CONT. / /\\/��/ /\�\\ NOTE:
<br />/f HILTI 1 /2.0 KWIK BOLT II
<br />w/ 6" EMBEDMENT MAY BE
<br />8" V--4" 8" USED IN LIEU OF ANCHOR
<br />soLTS.
<br />T'T'FIC,AL INTERIOR 5EARING WALL
<br />SCALE:
<br />Y
<br />SEE SEC. A/S1 FOR ADDITIONAL SLAB INFORMATION
<br />6X6 W1.4XW1.4 WWF
<br />OR FIBERMESH
<br />GRADE;
<br />ro
<br />//
<br />11�
<br />(1) #5 CONT.
<br />4" v T
<br />11
<br />MIN.
<br />T��'ICAL T�1CKENED SLAB EDGE
<br />5CALE: 3%"=1'-0"
<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 />U.N.O. 12" ALUMINUM
<br />VENTILATED SOFFIT
<br />ALTERNATE FASCIA
<br />CONTINUOUS TO FOOTER BELOW 9O° HOOK Dt*TAIL
<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 />1 x4 P.T. BASE NAILS
<br />-� (1) #5
<br />VERT. IN FILL CELLS
<br />3%4" BASEBOARD
<br />_I-
<br />(SEE FDN. PLAN FOR LOCATION)
<br />MIN. 2500 PSI
<br />v
<br />4"x4" INSPECTION PORT AT
<br />CONC. SLAB
<br />CL
<br />� / EACH
<br />FILLED CELL TYPICAL
<br />6X6 W1:4XW1.4 WWF
<br />N
<br />CL
<br />OR FIBERMESH
<br />Q HEADER BLOCK U.N.O.
<br /><i-
<br />_
<br />-�—.
<br />\
<br />GRADE
<br />N
<br />6 MIL VAPOR BARRIER
<br />CLEAN POISONED AND COMP.
<br />4'
<br />a
<br />`�
<br />// // //
<br />\�\\\�\\j�
<br />z
<br />NOTES:
<br />(95% MODIFIED PROCTOR
<br />SOIL. '
<br />°
<br />-
<br />i. /� /i.
<br />1. FILL ALL CELLS BELOW GRADE WHEN
<br />PER ASTM D157)
<br />, .
<br />WHEN STEM WALL. IS LESS THAN 40"
<br />3
<br />MIN. CLR.
<br />STD. 90' HOOK
<br />ABOVE GRADE.
<br />(2) #5 REBAR CONT.
<br />"
<br />(SEE DETAIL)
<br />2. FOR STEMWALLS GREATER THAN
<br />ON 3 CHAIR
<br />1 -4
<br />40" HIGH CONSULT ENGINEER.
<br />ALTERNATE STEMWALL FOOTING
<br />AA
<br />8"x8"x16" NOMINAL
<br />BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />I II
<br />I n
<br />L==W-_
<br />II II II
<br />n u iI
<br />_-._ JL__ JL
<br />^_ _Ji _
<br />r -tr
<br />— — _ ==_-iL —__ -----
<br />— --- ---
<br />--^----- —_ _— r Tr -
<br />FIRST BLOCK TO
<br />BE
<br />I 11
<br />i II
<br />I If
<br />U EE II II
<br />II II I! it
<br />!t ff II it
<br />SET IN MORTAR
<br />i i!
<br />n
<br />Il ii II ii
<br />a u !I
<br />'
<br />8"x4'x16 NOMINAL
<br />I
<br />I u
<br />-4- li
<br />Ii II II
<br />3/8" MORTAR BETWEEN
<br />BLOCK WITH 3/8"-__-
<br />__-��
<br />�
<br />___1;� — -----��-__ -_� _ L=== -_
<br />SLAB &BLOCK
<br />MORTAR BETWEEN
<br />_ �r----_
<br />___
<br />_ ,r- ._.._--_ —--,r--- — , —
<br />COURSES
<br />I it
<br />U II I i!
<br />ELEV. 0'-0"
<br />.---__JL------_— ..1L..,.
<br />ELEV. -0 -5 1/4'
<br />I N
<br />_------� _
<br />if n
<br />-----�E---------
<br />Q
<br />o _.
<br />A.F.F.
<br />A.F.F.
<br />d .; a
<br />d, d
<br />_ . a.
<br />a.
<br />: d 4 d ELEV. -0'-4 1/4
<br />I=-
<br />°�a �`�
<br />2"x6" RIPPED
<br />TO ACTUAL 4 1/4" WIDE d
<br />a ' ' a
<br />A.F.F.
<br />r"' o
<br />--'OR 2"x4" WITH 3/4" FURRING
<br />4
<br />4" a.
<br />o
<br />�--� =
<br />a_ 4
<br />1 I a. " e a a
<br />y
<br />CV
<br />GARAGE DEPTH a. 4;,v-
<br />VARIES
<br />GARAGE SLAB AT STEM' 5
<br />SCALE: 3/4' =1' -0" � � I 5C,ALIE- 34 ° =1 `-O, 51
<br />SEE SEC. A/Sl FOR ADDITIONAL SLAB INFORMATION
<br />-
<br />S.P.F. STUDS @ 16" O.G.
<br />2x STUD �
<br />I
<br />1/2" MIN. PLYWOOD SHEATHING NAILED
<br />W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES,
<br />6" 0/C EDGES, AND 12" O/C FIELD,
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />20" MIN. LAP
<br />3 OR #4 REINFORCING BAR
<br />8" G.M.U.
<br />Ffl
<br />(2) ROWS OF 2x BLOCKIN 2x STUDS 16" O/C
<br />*3 4 *4 LAP SPLICE
<br />"X P.T. STUD
<br />@ THIRD POINTS R11
<br />25' MIN. LAP
<br />5 VERT. IN FILLED CELL
<br />" » „ "
<br />1/2" x 6 BOLT
<br />@ 24" O.C. VERT.
<br />1/2.0 x 8" V BOLT @ 24" O/c
<br />W/ 2"OX 3/16" PLATE WASHER TYPICAL 7/8" STUCCO FINISH PER ASTM C. 926
<br />NOTE: APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8°
<br />HILTI 1 /2" 0 KWIK BOLT II EACH. 3RD LAYER 1/8METAL LATH. S THICK. T 2 YEARS 3/8 THICK
<br />W/ 8" MIN. EMBEDMENT MAY
<br />#5 REINFOf2CENG BAR
<br />� L��' S�'L ICE
<br />BE USED IN LIEU OF ANCHOR
<br />BOLTS. SIMPSON SP1 @ EA. STUD
<br />36" MIN. LAP
<br />2x P.T. PLATE
<br />I I
<br />6x6 W1.4xW1.4 WWF
<br />OR FIBERMESH 2X P.T. PLATE
<br />REINFORCING BAR
<br />#6 L,4f SF'L ICE
<br />D Q
<br />° ° FINISH BADE
<br />° . \\ 6 MIL VAPOR BARRIER / AN.77777\F
<br />\ CLEAN POISONED AND COMP.
<br />\� \� \\ \�\ \\\�� SOIL (COMPACTED TO 95% MODIFIE
<br />' �� i• \' /�\�/�\\PROCTOR ASTM D1557) / /
<br />,\\ .\\
<br />n � "
<br />FRAME U1,4LL TO G.M.U. WALL CONNECT1oN D T'1'I•'ICAL E>CTEfRIOR FRAME WALL FOOTING
<br />SEE SEC, A/Sl 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. GRADE
<br />kELEVATION 0'-0" r
<br />TOR OF SLAB
<br />FINI5�4 TEXTURE 51REAK �
<br />SCALE: N_T_5_ SI
<br />3/4" RECESS FOR S.G.D.
<br />(2) #5 CONT:
<br />OFT I ON "I
<br />EXPANSION JOINT-�
<br />I
<br />#5 CONT.
<br />SEE A/S1 FOR MORE SLAB INFORMATION
<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 />#5 REINFORCING BAR
<br />R 1 7/8"
<br />*5 STD. '30* HOOK
<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 />BOTTOM CHORD OF TRUSSES OR 2x4 BLOCKING)
<br />S.P.F. DOUBLE TOP PLATED' \--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 />1/2" CDX PLYWOOD OR 7/16" STUDS @ 16" O.C. U<N.O.
<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. MALL HGT. < 8'-C. (2) ROWS 2x BLOCKING
<br />ATTACH SHEATHING w/ 8d @ 3rd PTS FOR WALL HGT. > W-C-
<br />COMMON NAILS @ 4" O.C. @
<br />BOUNDARIES, 6" O.C. @ EDGES, 19
<br />AND @ 12" O.C. @ FIELD
<br />SIMPSON SP1 CONNECTOR
<br />1/2"Ox8" ANCHOR BOLT @ 24" O.C. 2x P.T. BOTTOM PLATE
<br />W/ 2">�x3/16" PLATE WAS (TYP.) 6X6 W1,4XW1,4 WWF
<br />4" MIN. OR FIBERMESH
<br />31'/2" R.// /� MIN.
<br />MIN. � \\ \
<br />(2) #5 CON .
<br />4" V-4" 8"
<br />U.N.O. MIN.
<br />TrRICAL 5EARI1�,G UJALL � STEPKc;
<br />NOTE: SCALE: 3/4' =1' -O"
<br />SIMPSON HETA20 @ EACH STUD
<br />WITH 16-10d X 1-1/2" MAY
<br />BE USED IN LIEU O 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 PLATE---� \--TRUSS BOTTOM CHORD OR
<br />2x4- BLOCKING W/ 2-16d
<br />SIMPSON SP2 CONNECTOR TOE NAILS @ EACH END
<br />IRE54R DETAILS � 2"x S.P.F. (OR EQUAL)
<br />STUDS @ 16" O.C. U.N.O.
<br />SCALE, NT.S. CJ (1) ROW 2x BLOCKING @ MID HGT_ FOR 19
<br />s s
<br />BLOCK WALL BEYOND e ¢ ANTERIOR GARAGE
<br />4 19
<br />---- U.N.O.
<br />--O.H.D. RECESS HILTI X--CF NAILS @ 12" O.C.
<br />STAGGERED, FROM BOTTOM 6X6 W1.4XW1.4 WWF OR FIBERMESH
<br />3 1/2" MIN. PLATE TO CONCRETE OR EQUAL
<br />CONCRETE SLAB
<br />WALL HGT. < 8 -6'. (2) ROWS 2x BLOCKING
<br />@ 3rd PTS FOR WALL HGT. > 8'-6". 1/2"Ox8" ANCHOR BOLT @ 24" O.C.
<br />2X STUDS @ 24" O.C. U.N.O. SIMPSON SP1 CONNECTOR W/ 2"Ox3/16" PLATE WASHER (TYP.)
<br />2x P.T. BOTTOM PLATE 6X6 W1.4XW1.4 WWF
<br />1/2" GYPSUM WALLBOARD U.N.O. 4" MIN. OR FIBERMESH
<br />W1 DRYWALL SCREWS @ 8"O.C.
<br />CONT. BEAD — — °P ° ��\/� 3 1 /2"-4" J
<br />SEALANT 3 i 2"-4"/, Q ® / /�\ MIN.
<br />6X6 W1.4XW1.4 WWF OR FIBERMESH
<br />' �\ \ \ I /\/ �,
<br />\/\ \ . 4. a 4_
<br />3" MIN. CLEARANCE 6 MIL
<br />(2) #5 CONT. VAPOR BARRIER 8" 1'-4') 8"
<br />ON 3" CHAIRS (TYP.) (2) #5 STEEL (CONT..)
<br />/vf�• /,5} �+�vs, /vf.� ${ ON CHAIRS
<br />GARAGE DOOfi2 5LA5 RECE S • V
<br />INTERIOR; WALL 5L A5 5TEF NON-5RG
<br />5c><aLI=: N.T., ral SEE A S1 FOR MORE SLAB INFORMATION
<br />SEE A/S1 FOR MORE SLAB INFORMATION / SCALE:
<br />6X6 W1.4XW1.4 WWF
<br />OR FIBERMESH
<br />�+
<br />I
<br />�J
<br />EXPANSION JOINT FORMED USING
<br />1/2" EXPANSION JOINT MATERIAL
<br />THICKEN SLAB EDGE BETWEEN 3/4" RECESS FOR S.G.D.
<br />DOORFRAMES AS SHOWN 6X6 W1.4XW1.4 WWF
<br />OR FIBERMESH
<br />FINISHED CONCRETE LANIA TO
<br />RECIEVE BROOM FINISH U.N.Q.
<br />:Z'�r
<br />N
<br />Q
<br />00
<br />6X6 W1.4XW1.4 WWF
<br />OR FIBERMESH " " (2) #5 CONT.
<br />(1) #5 CONT.
<br />OFT ION #2
<br />SL 5TEFREGE-55 e 5_CP_D.
<br />-SCALE: 314'= I'-m"
<br />SEE SEC. A/Sl FOR ADDITIONAL SLAB INFORMATION
<br />SEE DETAIL L ON SHEET S1
<br />FOR OUTER EDGE OF LANAI
<br />iL 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 />K
<br />51
<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 />" MIN.
<br />FOOTING WIDTH
<br />SEE SCHEDULE
<br />ATIO COLI�MN FTG. DETAIL
<br />5CALE: 3/4N.T.5,
<br />MIN. \ \\
<br />(2) #5 CON 4n ,_ " "
<br />U.N.O. MIN.
<br />ALTERNATE T -FIGAL 5EARINCr
<br />WALL 'R 5TEF WIC 5�4,4i;�,) WALL CG
<br />NOTE: SCALE: 3/4"=1'-sue"
<br />SIMPSON HETA20 @ EACH STUD
<br />WITH 16-10d X 1-1/2- MAY
<br />BE USED IN LIEU OFF ANCHOR NOTE:
<br />BOLTS, PROVIDED HETA20 HILTI 1/2"0 KWIK BOLT 11
<br />EXTENDS UP STUD. WZ 8" MIN. EMBEDMENT MAY
<br />SIMPSON SP1'S ARE NOT BE USED IN LIEU OF ANCHOR
<br />REQUIRED W THIS ALT. BOLTS.
<br />❑ 6,4MUEL A GR ENBERG, FE. *34245
<br />THUY 4 I4UYNH, I~ S %0122
<br />❑ IRIUIN J. BEN50N, F.E. *4915a
<br />TO THE 55ST OF THE ENGINEER'S KNOI.ILEOGE AND IELIEr-, T1-i-
<br />5TR�ICCTURAL PLANS AND 51=ECIEICATIONS C;OMf-LY WITH THE
<br />FLORIDA BUILDING CODE, 8EC'TION boor, FOR 12O 1'1r-4I 3 5ECt
<br />G115T, EXF0SURE '15' WIND ZONE (2001 EDITION)_
<br />THIS DRAUIWz AND DESIC*N 16 VALID FOR 12 MONTWS Ar-TER TI-IE
<br />DATE IT 16 SIGNED AND SEALED_
<br />AoCREATED 01-02-02 916NED AND SEALED FOR THIS STf;ZUCTUR.4L PORTfoN or- TWIS
<br />DRAWING ONLY.
<br />ENGINEERING,
<br />P.O. BOX 3400 - APOL LO BEACH - r- IDA © 33512
<br />2 0 PH
<br />3 SAC. GIST � E ® (813) 6�45 0166 PAX m (813) 6 �6
<br />�Ta � �CUENT ON THIS PROJECT, REPROOUCTIOd OR U AUTHORICZ.D USE IS PROHIBITED. - 20 3 RTY 4 OF DAN51CO ENGINEERING P.A. AND "L
<br />SEAL
<br />LE NAR HOMES
<br />SCALEWTM
<br />DATE 1 alo2 T'A DtVt>�t N: /BLOCKS/STD :2001
<br />SECTIO .S. DETAILS, AILS,
<br />
|