|
<br />,,__~~~i--
<br />. 01--
<br />d
<br />w
<br />Cl:
<br />
<br />
<br />
<br />JIla:
<br />
<br />TRUSS SIRAP(SEE
<br />TRUSS lAYOUT)
<br />
<br />3 1/2" MIN CONC, SLAB
<br />
<br />D.ESIGN CRITERIA: I
<br />WIND- 110 MPH
<br />ROOF TYPE- HIP
<br />BUILDING 'MDTH(TRUSS LENGTH) 28'-8"
<br />'MND FORCES- FBC 1606
<br />EXPOSURE CATEGORY- B
<br />BUILDING CATEGORY -II/IMPORTANCE F ACTOR- 1.0
<br />INTERN AL PRESSURE COEFFICIENT - :1:0.18
<br />DESIGN WlND PRESSURE OF EXTERIOR COMPONETS AND
<br />CLADDING(WlNDOWS AND DOORS)SHOWN FROM FBC 1606 OR ASCE 7-98
<br />ALL W1NOOW/OOORS SHALL MEET "WORSE CASE SCENARIO" OF -30 P.S,F.
<br />ALL GARAGE DOORS SHALL MEET "WORSE CASE SENARIO" OF -22.6 P,S.F,
<br />1/2" GYPSUM W/5d WALL HT,- 10'-0"
<br />V COOLERS @ 7" Q,C. DEAD LOAD- 10#
<br />UPliFT - 940#
<br />USP HCDP @ EA S11.JD BOT.. VERTICAL R~INF. IN BLOCK WALLS
<br />2 X P,T, BOT.. PLATE W/ PROVlDE #5 BARS EACH SIDE OF OPENINGS 6' -0" OR GREATER,
<br />1/2" X 8" A.B. OR 1/2" REDHEAD w,;(ND LONG RUNS MAX. _6'-0" O.C. HOOK ENDS MIN 10" AND LAP
<br />MIN 6" EMBEDMENT @ 32" 0 C ------
<br />W/2:~ X 1/8" WASHERS, " AT ALL CORNERS, EACH END OF SHEARWALL SEGMENTS, INTERSECTIONS,
<br />..' '. '. .... I . . ".. BARS MIN. 25". FILL BAR CORES WlTH CONCRETE.
<br />""~'~K" . ".
<br />"..~'..', .
<br />
<br />I " "" I 12" BELL FOOTER
<br />~f W/2-#5 CONT,
<br />
<br />CONC. PAD 12" X 24" X 24"
<br />~ CONC, PAD W/3-#5 E. W.
<br />\J7 SCALE: 1/2"= 1'-0"
<br />
<br />2 X 4 STUD #2 SPF
<br />@ 16" O,C,
<br />
<br />.. .
<br />
<br />=t(/)
<br />4'
<br />.
<br />o
<br />.-
<br />
<br />f 2-#5~ REBAR CONT.
<br />
<br />BLOCKING @ MID SPAN
<br />
<br /><1
<br />.
<br />
<br />EB TYP. STEM FTG.
<br />1 SCALE: 1/2"= 1'- 0"
<br />
<br />-~}
<br />~ 12" TOE FOOTER
<br />\J7 SCALE: 1/2"= 1'-0"
<br />
<br />.,',.,.'=1.,',..
<br />;-;- - ~', '<t
<br />~,' ' , , -
<br />.Y ".. .,
<br />
<br />..'i' 4." , Co
<br />.
<br />
<br />-H 1-#50
<br />EB 8" TOE FOOTER
<br />SCALE: 1/2"= 1'-0"
<br />
<br />'f
<br />
<br />i
<br />
<br />
<br />-{
<br />
<br />20"
<br />
<br />1-#5</J
<br />
<br />2 X 4 STUDS @ 16" O,C.
<br />~
<br />
<br />IFTHIS CONDITION IS AT A POINT
<br />OF BEARING THEN BOTTOM PLATE
<br />IS TO RECEIVE A USP SPT 2,
<br />PLATE/Sl\.JD CONNECTOR AND 5/a" DIA
<br />ANCHOR BOLTS ARE TO BE AT 21" O,C.
<br />
<br /> "
<br />HIP TRUSS MBR. UPLIFT 7' ENDJACK~3 1" ENDJACKS
<br />END & COR, JACKS 94011 X .75== 70511 X .85== 799#
<br /> HIP JACK 94011 X 1 == 940# X 1.1 == 1034#
<br />#1 HIP TRUSS 940# X 2== 1880# X 2,5= 2350#
<br />
<br />
<br />USP SPT 2, ~'
<br />
<br />2 X 4- P,T, BOTTO;P ATE" .
<br />"J- BOlT EVERY 21"_
<br />
<br />
<br />P,T. SOLE PLATE
<br />ANCHORED TO SLAB
<br />W/5/S" DIA. ANCHOR
<br />BOLTS AT 4'-0" O,C,
<br />
<br />~E'"
<br />. .
<br />N
<br />.--
<br />
<br />.'. ., .... . . ...
<br />
<br />~ .~ ...xz' :. ". .
<br />~.~.,." .
<br />~.} 12" BELL FOOTER
<br />12" W/2-#5
<br />~
<br />~ LOAD BEARING
<br />\:::D SCALE: 1/2"= 1'-0" I
<br />
<br />LOAD BEARING WALL
<br />W/STRAPS (TYPICAL)
<br />
<br />muss ANCHOR~
<br />USE SIZEJ:iI~Q_,LENGTH__J..~__,__l1.._ GAUGE,_J~__ 10d NAILS, BY Usp,
<br />OR EQUAL. DOUBLE UP ON #1 HIP TRUSSES, CAPACITY IS _J..~QL___,
<br />~
<br />
<br />-~~
<br />CD LOAD BEARING WALL
<br />SCALE: 1/2"= 1'-0"
<br />
<br />
<br />USE SIZE HTW20 NAIL'G SCH. 20-16d 14 GAUGE BY USP
<br />-------, . --------, ----- , .
<br />
<br />CAPACITY __15]QiL__
<br />
<br />----I
<br />
<br />50'-0"
<br />
<br />
<br />S11JD SPACING W/O BRACE 2x4 L-BRACE (2) 2.4 L-BRACE (2) 2><8 L-BRACE
<br />OR (1) 2><e
<br />1e" 0,0. ~-a" 7'-0" g'-e" '~-2" +
<br />2.' 0.0. ~-J' 8'-2' 8'-4' ,,'-8" t
<br />
<br />STUD SPACING W/O BRACE 2x4- L-BRACE (2) 2.4 L-BRACE (2) 2><8 L -BRACE
<br />OR (1) M
<br />1e" 0,0. ~-e' 7'-0' g'-e' 1~-2" +
<br />24' O.C, J'-J" e'-2' 8'-4' ,,'-e" +
<br />
<br />
<br />13'-0"
<br />
<br />2'-0"
<br />
<br />4'-0"
<br />
<br />2'-0"
<br />
<br />w
<br />
<br />~
<br />
<br />I
<br />I
<br />~ _ - -1- -~
<br />
<br />I
<br />I
<br />4,k
<br />
<br />.
<br />o
<br />I
<br />N
<br />
<br />
<br />o
<br />--.J
<br />(j)
<br />
<br />Office
<br />Copy
<br />
<br />~ 99'-8"
<br />- ELEV,
<br />
<br />.
<br />o
<br />,
<br />N
<br />
<br />
<br />1-
<br />
<br />RElNfORCING/-r- - - J-: -
<br />ONE STORY MASONRY \V'ALL ",8
<br />
<br />6'-8"
<br />
<br />2'-8"
<br />
<br />.
<br />o
<br />I
<br /><0
<br />
<br />
<br />...
<br />
<br />2><4 BLOCKING wi
<br />2-16d NAIlS 0
<br />EA ENO
<br />
<br />.
<br />o
<br />I
<br />b
<br />
<br />MIN. 3 1/2" CONC. SLAB
<br />6X6 #10 W.W. MESH REINF.-
<br />FIBERMESH OPTIONAL
<br />6 MIL. PLASTIC MEMBRANE
<br />WELL COMPACTED EARTH
<br />FILL 95% PROCTOR
<br />TREAT SOIL FOR TERMITES
<br />
<br />/
<br />
<br />GABLE END
<br />TRUSS DETAIL
<br />
<br />.
<br />IlO
<br />I
<br />in
<br />-
<br />
<br />.
<br />N
<br />I
<br />1--
<br />.-
<br />
<br />P
<br />D~
<br />I'
<br />r - 7fN
<br />I~"-/+
<br />1::</"-
<br />lL_.-':J
<br />
<br />0'-0"
<br />-~ ASSUMED ELEV.
<br />
<br />.
<br />o
<br />I
<br /><0
<br />
<br />
<br />J
<br />~ =
<br />
<br />~
<br />
<br />12' 2'
<br />
<br />J
<br />
<br />FII~~L IYU;Jf1t1,\~1
<br />('~k):~ ,-(7-0 ~ ~~o Q
<br />/1' ( /J--LUfi'-.l L - - -
<br />(l n...1 (i. L 2' - "
<br />
<br />.
<br />IlO
<br />I
<br />N
<br />,...,
<br />
<br />.
<br />o
<br />I
<br />"-<t
<br />
<br />.
<br />o
<br />I
<br />co
<br />
<br />
<br />offic.e
<br />Copy
<br />
<br />11-
<br />3 II '..t
<br />1 II ~
<br />
<br />o 11,0'-9"
<br />
<br />.
<br />o
<br />I
<br />;..,
<br />
<br />17-11
<br />I r:lll
<br />lLJJ
<br />
<br />- .
<br />
<br />
<br />BOTTOM OF WALL
<br />& HEADER STlJDS
<br />SEE FLOOR PLAN
<br />FOR BAY 'MNDOW
<br />DIMENS10NS
<br />
<br />
<br />.
<br />o
<br />I
<br /><0
<br />
<br />.
<br />o
<br />"I
<br />N
<br />
<br />.
<br />'<t
<br />I
<br />in
<br />Ii)
<br />
<br />2x4 FRAME WALL
<br />
<br />~
<br />L_J
<br />
<br />.
<br />'<t
<br />I
<br />.,...,
<br />Ii)
<br />
<br />-.
<br />(}l
<br />I
<br />:.-
<br />
<br />- _n _ _ _~ _ __
<br />HEADER
<br />PlAN VIEW
<br />
<br />flAY y.,NDOW FRAMING DETAIL
<br />
<br />.
<br />'<t
<br />I
<br />:.-
<br />
<br />6'-4-"
<br />
<br />
<br />6'-0"
<br />
<br />I
<br /><0
<br />
<br />A
<br />
<br />1"-8"
<br />
<br />VALLEY CONSTRUCTION
<br />A. LAY A 36' W'IDE VALLEY LINER
<br />Of SMOOTH SURfACE ROlL 36' 'NIDE VALLEY LINER
<br />ROOFING DR 26 GA ~IET AL
<br />FLASHING OR OTHER
<br />MA TERIAL RECOMME NDED
<br />BY SHINGLE MANUF AClURER
<br />
<br />B, LAY ALL SHINGLES UN ONE SIDE
<br />OF VALLEY ~ ACROSS CENTER lINE
<br />Of VALLEY A MIN, OF 12', FASTEN
<br />A MIN. OF 6' AW'AY' mOM CENTER
<br />LINE ON EACH SIDE OF' VALLEY,
<br />
<br />C, STRIKE A CHALK LHlE 2' FROM
<br />CENTER LINE Of THE UNSHINGLED
<br />SIDE, APPLY SHINIGl.ES ON THE
<br />UNSHINGLED SIDE IDF THE CHALK
<br />LINE ~ TRIM. TAKING CARE NOT TO
<br />CUT THE UNDERL Y1NG SHINGLES,
<br />CLIP UPPER CORNER [)f THESE
<br />SHINGLES, CEMENT " FASTEN,
<br />
<br />
<br />6'-0"
<br />
<br />.
<br />o
<br />I
<br /><0
<br />
<br />
<br />~ 99'-8"
<br />ELEV,
<br />
<br />
<br />1
<br />1
<br />offic.
<br />Cop'l
<br />
<br />.
<br />o
<br />-
<br />I
<br />;,.
<br />N
<br />
<br />.
<br />N
<br />I
<br />.~.
<br />~.
<br />
<br />.
<br />'<t
<br />I
<br />;..,
<br />N
<br />
<br />S LOP E
<br />0/~1 r'~ Fl.;:.~ft I16-J b))
<br />11;\)~jf\\ \J~\ ') II (V~'{l '-
<br />Cc/b:-\i.~,rJ () \.:- fl0{-) 0
<br />
<br />.
<br />o
<br />I
<br />(0
<br />
<br />.
<br />'<t
<br />I
<br />en
<br />.-
<br />
<br />ALL WORK SHALL CO L1' W1TH ALL
<br />PREVAILING CODES, 1 ORlDA BUILDING
<br />CODE NATIONAL EU TRlC COtE AND
<br />CITY OF ZEPHYRHILL ORDINANCES
<br />
<br />.
<br />IlO
<br />I
<br />b
<br />N
<br />
<br />.
<br />o
<br />I
<br /><0
<br />
<br />
<br />L.nll.-
<br />
<br />ral---~-~~rJe
<br />
<br />~CJIIl:a. ,.f'..~-'.._"'Mt""".......-..
<br />
<br />r---~~ v --
<br />
<br />"X" BRACING
<br />'NHEN GABLE END IS USED, SEE DETAIL.
<br />
<br />GIRDER ANCHORING
<br />USE USP TA SERIES 16 THRU 24 DBLlNG. V\'HEN NECESSARY ACCORDING TO TRUSS
<br />PLANT UPLIFT. (EQUALS MAX. 3040#. ANYTHING OVER USE BELOW)
<br />
<br />PRODUCT CODE FASTENERS CAPACITY
<br /> LINTEL SIDE PLATE PLY \UlllUl. HORZ.
<br /> (4)1/2"DIA X 8" (2)3/4"MB 2 8195 3120
<br />SHA 6T
<br /> HEADED OR J BOLTS THRU-BOL TS
<br />
<br />APPLY ACCORDING TO MANUF. SPECS.
<br />GIRD~R
<br />ONE NO.5 BAR SHALL BE PROVIDED AT ALL LOCATIONS WHERE GIRDERS
<br />OR GIRDER TRUSSES BEAR ON MASONRY WALLS,
<br />ROOFlNG SYSTEM
<br />1. ROOF DECKING NAIL SCHEDULE:
<br />FOR 15/32" CDX PLYWOOD ROOF DECK OR 7/16" OSB(MIN.RA TED 16/24),
<br />USE 8d NAILS SPACED 6" O.C. AT EDGES AND 6" O.C. ON INTERMEDIATE
<br />FRAMING
<br />2. SHINGLES:
<br />SHINGLES 'MLL COMPLY 'MTH ASTMD3161 (MODIFIED TO
<br />110 MPH). FOUR (4) NAILS TO BE USED OR AS REQUIRED
<br />BY MANUFACTURE.
<br />3. FELT: (COMPLY W/ ASTMD226, TYPE 1)
<br />USE #15 FELT OR GREATER W/2" TOP LAP AND
<br />4" ENDLAP. REFER TO MANUFACTURE SPECIFICATIONS.
<br />4, FLASHING: (COMPLY W/ ASTMD224)
<br />THE RECOMMENDED FLASHING MATERIAL IS A 26-GAUGE GALV.
<br />METAL OR AN EQUIVALENT CORROSION RESISTANT,
<br />NONSTAINING MATERIAL. CONSULT THE APPROPRIATE ROOFING
<br />MANUFACTURERS FOR RECOMMENDATIONS ON A PARTICULAR APPLICATION.
<br />
<br />PRE-ENG. v.o TRUSS
<br />
<br />X-BRACING TO BE NAILED TO 2/4 BtOCKING
<br />WI4-'~ NMS ON EA END 0 5' 0,0. MAX,
<br />AlONG GABLE END FlRST 2 FRAMING SP ACES,
<br />
<br />PRE -ENO. v.o TRUSS
<br />
<br />X-BRACING TO BE NAILED TO 2/4 BtOCKING
<br />W/4-'&d NAILS ON EA ENO 05' 0,0. MAX.
<br />AlUNG GABlE END FlRST 2 FRN.lING SPACES.
<br />2X4 OUn.OOKER 0 24' O,c.
<br />HURRICANE ANCHOR A.;4 0 24' 0.0.
<br />
<br />GABLE END TRUSS
<br />
<br />HURRICANE ANCHOR
<br />GABLE: END TRVSS
<br />
<br />"/32" COX PlY'/jIJ,I'/2' 08S1 WOOD SIDING NAILED
<br />Wl8d NAlLS e" 0,0, 0 EOCE 81 II" O,C.
<br />1Nn:RIoIEDlA TE SVPPORT 6r 0 J" 0,0. TOP 6r 9OT,
<br />
<br />2><4 L-8RAClNG NAILED TO GABlE END TRUSS
<br />W/16d NAIlS. J" 0,0,
<br />
<br />HURRICANE ANCHOR TO 9OT, PlATE
<br />W/10d NAlLS ~' 0,0.
<br />
<br />PT 2><e BOTT(),l PlATE
<br />
<br />PLYWOOD NAILING SCHEDULt
<br />
<br />USE 1/2" CDX, 'MTH THE FOLLO'MNG NAILING SCHEDULE
<br />TOP AND BOTTOM 3" VV1TH 8d NAILS
<br />6" ON SIDES AND 12" INTERMEDIATE
<br />
<br />VERTICAL/HORIZONTAL WOOD TO MASONRY WALLS
<br />.. .
<br />
<br />PROVIDE 5/8"X10" J-BOL T @ 24" O.C. EMBED. 8" - VERTICAL
<br />PROVlDE 5/8"X10" J-BOL T @ 21" O.C. EMBED. 8" - HORIZONTAL
<br />5/8 REDHEADS MAY BE USED W/ABOVE HOR. SPACING INTERIOR
<br />LOAD BEARING WALLS.
<br />WES BRACING
<br />
<br />1 X 4 Y.P. CONTINUOUS LATERAL WEB BRACING (CLB), NAILED
<br />W/2-10d, LOCATED FOR EQUAL SEGMENTS, OR 1 X 4 Y.P. "T" BRACE
<br />NAILED FLAT TO EDGE OF WEB W/8d AT 8" O.C., OR A SCAB (SAME
<br />AS WEB) NAILED TO FACE OF WEB W/10d AT 8" O.C. IF 2 ARE REQUIRED,
<br />A TT ACHED "T" TO BOTH EDGES OR SCAB TO BOTH FACES. IF 3 OR MORE
<br />ARE REQUIRED, USE CLB. "T" OR SCAB MUST BE 90% OF WEB LENGTH,
<br />AND 2 X 6 IF WEB IS > 14'-0". USE STRESS-GRADED LUMBER(YELLOW
<br />PINE) AND BOX OR COMMON NAILS. INTERIOR SUPPORT OR TEMPORARY
<br />SHORING MUST BE IN PLACE BEFORE ERECTING THIS TRUSS.
<br />
<br />GARAGE DOOR
<br />
<br />SEE DETAIL.
<br />
<br />.sl:i~
<br />
<br />END WALLS-
<br />SIDEWALLS-
<br />
<br />NQTE: BUILDING VV1DTH USED IS WORSE CASE SCENARIO
<br />
<br />4'-0"
<br />4'-0"
<br />
<br />POURED UNTEL W/1-115~
<br />
<br />
<br />c?~
<br />~J?~
<br />
<br />PRE-CAST HDR.W/l-#5~
<br />
<br />2 X 6
<br />
<br />-
<br />
<br />a" BLOCK. WALL
<br />
<br />"/32" COX Pl YWO'/' 12" 08S1 WOOf) SIOING NAIlEtl
<br />WISd NAlLS e" 0,0. . EDGE 81 &" 0,0.
<br />INTERI.4ED\ATE SUPPORT 81 0 3" 0,0. TOP 81 9OT.
<br />2.4 L -BRACING NAIlEtl TO GABLE END TRUSS
<br />W/1ed NALS 0 J" O,C.
<br />HURRICANE ANCHOR TO BOT, PlATE
<br />W/10d NAILS 4' 0,0.
<br />PT 2><6 9OTT(),l PlATE
<br />
<br />
<br />I~ ~AA!N F:OG;: TRUSSES
<br />
<br />d:~~ .. ---,-----
<br />VALLEY TRUSS ANCHOR f2ETAILS
<br />
<br />'M1ERE VALLEY TRUSS IS PARALLEL TO MAIN TRUSS
<br />
<br />RAFTER 'Mm 8E'F.l
<br />CUT HEEL BUTT TO
<br />HORIZONTAL 2 X 4
<br />
<br />Z. ALUM, DRIP
<br />EDGE
<br />-
<br />15/32" COX PLYWOOD SHEAT11ING OR
<br />7/16" osa SHEATHING "\ -
<br />FASCIA AS SPEC,
<br />
<br />2 X 6 SUB-FASCIA
<br />
<br />GALV. STAINLESS STEEl,
<br />AlUMN, OR COPPER ROOfING
<br />NAILS, MIN. 12 GA, SHANK W'I
<br />A MIN. 3/8' DIA HEAD OF A
<br />lENGTH TO PENETRATE THRU
<br />THE ROOFING MATERIAL & A
<br />MIN, OF 3/4' INTO THE ROOf
<br />SHEA THING. W'HERE SHEA THING
<br />IS LESS THAN 3/4-' TH it.: K,
<br />THE NAILS SHALL PENETRATE
<br />THRU THE SHEATHING
<br />
<br />1/2' STANDARD ANCHOR oo..T 0 32" 0,0,
<br />2/2"'2"" Ie' WASHERS
<br />
<br />2><4 BLOCKING wi
<br />2-\6d NAILS 0
<br />DROP" ENO
<br />GABLE END
<br />TRUSS DETAIL
<br />
<br />ROOF FRAMING 'AEMBERS
<br />
<br />DOUBLE TOP PLATE
<br />15/32" COX PLYWOOD
<br />EXTERIOR SHEATI1ING NAILED
<br />W/l0d GALV, @ }" O.C, EDGES
<br />AND 12" O,C, FIELD,
<br />2x4 P.T, WALL ST1JD W/(3) 1/2"
<br />D!A. ANCHOR BOLTS TO BLOCK.
<br />
<br />2 X 4 STP BLOCKING
<br />AT 4'-0' O,C, W/(3) 16d
<br />EACH END TO TRUSSES
<br />
<br />
<br />1/2" DIA, x 8" ANCHOR BOLTS
<br />EMBED, 6" (MIN,) INTO FOUNDATION
<br />W/2"x2"xl/S" WASHERS, LOCATED
<br />'MmlN 6" OF EACH END AND 21" O.C. MAX. ELSE'M-IERE
<br />
<br />USP RT3
<br />
<br />2 X 8 RIDCE BD, (TY?)
<br />2 X 6 yP RAFTER 0 24-' O,C.
<br />15/32" COX PLYWOOD DECKING OR
<br />7/16" OSB W!NAIUNG PER SCHEDULE
<br />2 X 4 NO, 2 SYP VERllCAL
<br />CONT, 0 4'-0" O,C. MAX,
<br />
<br />2x4 P,T, BOTTOM PLATE
<br />
<br />
<br />2x4 P. T, WAll STlJD
<br />W/(3) 1/2" DIA.
<br />ANCHOR BOLTS TO BLOCK.
<br />
<br />HORIZONTAL 2 X 4-
<br />NO, 2 SFP
<br />
<br />1/2' DIA. X 8" ANCHOR BOLTS
<br />EMBED, 6" MIN. INTO FOUNDATION
<br />
<br />TRUSS TOP CHORDS - J- 1 6d COMMON
<br />NAILS HORlZONTAl 2 X 4 TO
<br />EACH TRVSS
<br />
<br />RIDGE AND HEEL CONNECTIONS
<br />
<br />6' MIN.
<br />
<br />Office
<br />Copy
<br />
<br />ASPHAL T PLASTIC
<br />CEMENT
<br />
<br />
<br />
<br />.
<br />
<br />PLACE FASTENERS 5/8' ABOVE THE TAB
<br />CUT -OUT ~ BELOW' THE ADHESIVE STRIP,
<br />DO NOT DRIVE FASTENERS INTO DR ABOVE
<br />THE ADHESIVE STRIP, USE 4 FASTENERS
<br />PER SHINGLE,
<br />
<br />SHINGLES VALLEY DETAIL
<br />
<br />SHINGLE ATTACHME~T DETAIL
<br />
<br />'-~ \01lC!\l.
<br />L LOCAl!:....OOI "'"l."
<br />
<br />iI':~ fi-.'i'.'.~13c~ : " J: ~['P~
<br />
<br />
<br />
<br />OPENING W/GlRDER O~ Vt1NDOWjOOOR
<br />VERT, REINf. SCIIU , N. T.$.
<br />IN GROUTED
<br />cru. W/1-1S
<br />
<br />Rl:VlEWED
<br />APf~ 1 3 2005
<br />~ i5W1fV~
<br />
<br />
<br />CUANOOT REQ'D,
<br />FOR GROOT un
<br />>5 n, UNLESS
<br />FOOTING DIlL IS
<br />NOT REQ'O.
<br />
<br />~~
<br />
<br />i
<br />~~
<br />~8
<br />I
<br />I
<br />
<br />.
<br />'<t
<br />I
<br />;..,
<br />
<br />~
<br />
<br />n It"P
<br />
<br />.
<br />'<t
<br />I
<br />:.-
<br />
<br />3'-4"
<br />
<br />Copy
<br />
<br />11'-4-"
<br />
<br />21'-4"
<br />
<br />10'-B"
<br />
<br />5'-4"
<br />
<br />12'-8"
<br />
<br />50'-0"
<br />
<br />@(illrrucQ]@ ~O@[fi) [p)~@ [fi)
<br />
<br />
<br />SCALE: 1/4" = l' -0"
<br />
<br />"~.-'--~ ___ - ~- ~~_.- -w-
<br />
<br />17
<br />
<br />jM!i~
<br />
<br />_~"n~..l~ 1."...[- ~ ~~'.~~tm: m_A. -
<br />
<br />w- --=---_.....
<br />
<br />~--- '">:r ......-E1III- -~
<br />
<br />~""IIF -
<br />
<br />- -1__-
<br />
<br />
<br />
<br />OOI'lU lAPPED
<br />'MTH WAlL RElNf,
<br />
<br />WALL BEYOND _I
<br />I
<br />
<br />IS CORNER BAR
<br />ALL LAPS 25' MIN.
<br />
<br />TYPICAL WALL
<br />SECTION
<br />
<br />Bruce B. Bower
<br />3035 Cy?~~~3 Garden Rd.. Winter Haven, FL
<br />Tel: 863,324.4657 Re, 8359
<br />
<br />
<br />CORNER CONllNUllY OF BOND BEAM
<br />AND WALL REINFORCEMENT
<br />
<br />-
<br />
<br />-~
<br />
<br />--
<br />
<br />--""'W"" - - _.._1l-
<br />
<br />~::~<nIf.""'"
<br />
<br />J-BOL T(TYP)
<br />
<br />2 X 6
<br />
<br />...
<br />
<br />USP MTW 12 ANCHOR
<br />AT 4'-0" O,C,(TYP)
<br />
<br />IIU
<br />
<br />
<br />GARAGE DOOR
<br />SIDES-2 X 6 PT GARAGE DR, BUCK W/4-1/2"XS" ANCHOR BOLTS
<br />'N/2" :'< 2" X 1/S" WASHER AND NUT SPACED EVENLY FROM
<br />FLOOR TO GARAGE DR, HDR, IN JOINTS PRIOR TO FILLING,
<br />(SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT)
<br />1-2X6 PT, BLOCK @ CENTER OF DOOR HEADER W/1/2" X 8"
<br />A.B. W/2" X 2" X 1/8" WASHER AND NUT FOR DR,SPRING ATTACH, NT
<br />
<br />WALL CONNECTION DETAIL
<br />@ GARAGE DR.
<br />SCALE: N,T.S.
<br />
<br />PITCH AS INDICATED ON ELEVATIONS
<br />
<br />COMP,SHINGLES OVER #15 FELT
<br />OVER 15/32" COX PLYWOOD DECKING
<br />OR 7/16" OSB(MIN.RATED 16/24)
<br />
<br />PRE-ENGINEERED TRUSSES
<br />@ 24" O.C.
<br />
<br />USP RT3 FRAMING
<br />ANCHOR (TYP)
<br />
<br />
<br />R-30 INSULATION
<br />
<br />'MNDOW AS SPEC, _
<br />
<br />'0
<br />I
<br />Co
<br />
<br />'0
<br />I
<br />o
<br />..-
<br />GROUTED REIN RCED
<br />CElLS: SEE PLA ; TOP TO
<br />EMBED s" MIN, INtO BOND BEAM,
<br />WITH 90' HOOK OYER BOND BEAf.A
<br />REINfOR,
<br />
<br />1/2" DRYWA OVER
<br />R-3 INSULA N OR
<br />GREA TER
<br />
<br />3/4" P. T,fUR ING
<br />
<br />00
<br />~~
<br />~('D
<br />
<br />ANY LAPS BETWEEN VERTiCAL
<br />STEEL AND DOWELS OR BETWEEN
<br />VERTiCAL WALL STEEL > 25"
<br />
<br />
<br />DOI'/ELS 1-#5
<br />WHERE SHOl'lN ON PLAN
<br />EMBED 6" MIN, INTO FTO.
<br />WITH 90' HOOK
<br />
<br />FINISH AS SPEC.
<br />
<br />GRADE
<br />8' MIN,=
<br /><D
<br />,....,
<br />
<br />t.lIN 3 '/2- CONC. SLAB
<br />SXS "0 W,W, MESH REINf,-
<br />flBERMESH OPTIONAL
<br />S MIL PLAS]C MEMBRANE
<br />WELL COMPACTED EARTH
<br />flLL 95" PROCTOR
<br />TREAT SOIL fOR TERf.AITES
<br />
<br />'0
<br />
<br />'...... ,,4,'
<br />I ", 'L
<br />"....0.., ".0'
<br />1--'.:.- '
<br />
<br />..-
<br />
<br />} 20" J W/2-#5 CONT.
<br />
<br />
<br />-rVPICAL WALL SECTION
<br />
<br />SCALE: 1/2"= 1'-0"
<br />
<br />THI (,~T UCTURE HAS BEEN DESIGNED TO THE
<br />Q-r,,!~ODE SECTION 1606.
<br />c-tyMh-
<br />3 - J-;J- -01:>-
<br />
<br />v.,
<br />
<br />........
<br />
<br />.......
<br />
<br />REVlSIONS BY
<br /> I
<br /> !
<br /> I
<br />~ I ~
<br /> I
<br />fI' ""
<br /> . ><to
<br /> (.) CO~
<br /> Z : COo
<br /> - ~II
<br /> 11\ E ,.q.
<br /> 0 L- a .(';1
<br /> 1&1 - :g17
<br /> IL
<br /> t- o,..,
<br /> -c (J G::~
<br /> - c ..!
<br /> (J - C I.
<br /> 0 +' ~Ix
<br /> 'l- > 0
<br /> 0 0 a ILL
<br /> t/) L. II
<br /> 0 I
<br /> C LoI .
<br /> ~I
<br /> oa L. ~I
<br /> 0
<br /> +'
<br /> >- J .1"}
<br /> 10)
<br /> W Q. ~r.-
<br /> CI'-
<br /> ~ E ,3iJ.
<br /> ... 0 iN
<br /> -
<br /> a. 0 0')1"}
<br /> EI
<br /> Z ~ :J I ,..,
<br /> (D'CD
<br /> :z: : ,co
<br /> 0 ('oJ' .
<br /> ., ~.~
<br /> I
<br /> IJ]
<br /> "-
<br /> DO
<br /> @S
<br /> C9 I
<br /> [!!b
<br /> g
<br /> ~
<br /> lli!J] .
<br /> U
<br /> @ Z
<br /> -
<br /> c:=J ..
<br /> 0
<br /> (@J -'
<br /> N
<br /> lli!J]
<br /> @S
<br /> ~
<br /> @
<br /> c::::=:I
<br /> [}=:::2
<br /> ~ <0
<br /> 2) 0>
<br /> 0
<br /> ~ ..-
<br /> [}==2 ..t
<br /> ..-
<br /> (?!JJ) ""
<br /> ~ foI';
<br /> ~
<br /> ~ c.o
<br /> . .
<br /> ~ .-J
<br /> ~
<br /> [}=1 ~
<br /> c:::::!l lL.
<br /> ==:J .
<br /> 2) (f)
<br /> (!)
<br /> raG) z
<br /> a:::
<br /> ~ a.
<br /> l!!!dJ (f)
<br /> ~
<br /> ~ ~
<br /> ~ ~
<br /> lli1D
<br /> (06) a:::
<br /> ()
<br />'-.... , ~
<br />
<br />~
<br />F
<br /><.>
<br />~
<br />f=
<br />(/)
<br />z
<br />o
<br /><.>
<br />~
<br />z
<br />F
<br />Ct:
<br />~
<br />(/)
<br />w
<br />Cl:
<br />o
<br />b
<br />co
<br />(/)
<br />~
<br />VI
<br />(/)
<br />:i
<br />o
<br />Cl:
<br />o
<br />V)
<br />Ct:
<br />o
<br />Ct:
<br />Ct:
<br />W
<br />>-
<br />~
<br />
<br />u..
<br />o
<br />Ct:
<br />w
<br />(5
<br />VI
<br />w
<br />a
<br />
<br />G:
<br />F
<br />o
<br />z
<br />a
<br />~
<br />
<br />(/)
<br />z
<br />~
<br />
<br />w
<br />;;
<br />
<br />z
<br />o
<br />(/)
<br />...J
<br /><(
<br />I-
<br />W
<br />a
<br />Ct:
<br />w
<br />i!:
<br />o
<br />o
<br />z
<br /><(
<br />(/)
<br />z
<br />o
<br />VI
<br />z
<br />w
<br />~
<br />5
<br />
<br />::J
<br /><(
<br />t
<br />~
<br />
<br />I?
<br />w
<br />...J
<br />co
<br />VI
<br />~
<br />~
<br />
<br />>-
<br />-J
<br />~
<br /><(
<br />~
<br />F
<br />...J
<br />~
<br />~
<br />
<br />""
<br />g
<br />(.)
<br /><(
<br />1=
<br />5
<br /><.>
<br />w
<br />i!:
<br />ci
<br />o
<br />Cl:
<br />ffi
<br />
<br />i
<br />a
<br />(7j
<br />(/)
<br />:i
<br />a:
<br />w
<br />a..
<br />I-
<br />:J
<br />a
<br />;;
<br />:e
<br />
<br />z:
<br /><(
<br />;;t
<br />:J
<br />J:
<br />l-
<br />(/)
<br />Z
<br />=<
<br />(.!)
<br /><(
<br />w
<br />~
<br />Z
<br /><:(
<br />~
<br />13
<br />
<br />I-
<br />o
<br />z
<br />z
<br /><(
<br /><.>
<br />f5
<br />z
<br />(.!)
<br />Vi
<br />W
<br />Q
<br />W
<br />i!:
<br />
<br />Cl
<br />w
<br />a:
<br />a
<br />o
<br />Cl:
<br />a
<br />Cl
<br />w
<br />o
<br />:J
<br />o
<br />a
<br />Cl:
<br />[h
<br />Cl:
<br />W
<br />co
<br />o
<br />l-
<br />I-
<br />a
<br />z
<br /><J
<br />~
<br />vi
<br />~
<br /><(
<br />o
<br />o
<br />(/)
<br />(/)
<br /><(
<br />o)j
<br />>-
<br />w
<br />:s
<br />is:
<br />z
<br />6
<br />...,
<br />>-
<br />co
<br />Cl
<br />~
<br />ffi
<br />(/)
<br />w
<br />Cl:
<br />~
<br />J:
<br />(.!)
<br />Ei
<br />j
<br /><(
<br />
<br />vi
<br />w
<br />:.::
<br />~
<br />(/)
<br />:i
<br />Cl
<br />~
<br /><(
<br />I?
<br />(/)
<br />~
<br />0..
<br />W
<br />(/)
<br />W
<br />~
<br />
<br />u..
<br />o
<br />z
<br />o
<br />F
<br /><(
<br />~
<br />fu
<br />Cl:
<br />0..
<br />W
<br />~
<br />
<br />~
<br />w
<br />Cl
<br /><(
<br />;;t
<br />
<br />Q
<br />w
<br />iD
<br />(/)
<br /><(
<br />:I:
<br />I-
<br />0..
<br />:::i
<br />~
<br /><(
<br />>-
<br />Cl:
<br />~
<br />w
<br />::l
<br />~
<br />~
<br />o
<br />z
<br />
<br />". ..~
<br />DRAWN : ,),H.P
<br />CHECKED : J.P.
<br />DATE: 2/28/05
<br />SCALE : $HOVvN
<br />JOB NO.: 205032
<br /> SHE~T
<br /> ~
<br />\.... OF 2 SHEETS j
<br />
<br />Ii)
<br />o
<br />o
<br />(\/
<br />
<br />Q
<br />I-
<br />~
<br />~
<br />Q.
<br />a
<br />u
<br />
|