<br />=
<br />~N
<br />~~ L,.
<br />--,S
<br />LEN6TH L (IN) !
<br /> "'"
<br />
<br />r
<br />
<br />30"
<br />
<br />r
<br />
<br />10 r~ N"Ji'N"2N"~"~"L'Nz llrLZ +
<br />
<br />LAP SPLlGE DETAIL
<br />
<br />t."-..l"lf-X rJ-~ x '1J-:6- X 'C~lf X r~ 2"1'"'
<br />
<br />S TO, ClO DE6 HOOK ':)'
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<br />Q
<br />
<br />....
<br />
<br />I
<br />
<br />
<br />
<br />2~"" ~
<br />
<br />NUMBER S REBAR HOOK AND lAP DETAIlS@-2
<br />SCALE, '=1'-0' 53
<br />F,\500AAD SHEET X-REf\fO.WATION DETAILS\Ji5 LAP AND f'OOK
<br />
<br />I' DEEP WNTROl
<br />-XlINT SIItVJT VlITHIN ;;WNe.. SLAB
<br />
<br />~~ GONe.RETE \ :; 6XbVll.4X1il.4 Y'W" OR FIBERl-ElH
<br />
<br />
<br />~ u,. / .~
<br />~,:.....-._ ~ _ _I!iL;_ _A>
<br />
<br />. . '.~ '.
<br />
<br />~~~~~X~"
<br />,,~/~~/~~~~
<br />
<br />1
<br />
<br />6 MIL VAPOR
<br />BARRIER
<br />
<br />TYPICAL SLAB CONI'ROL JOINT
<br />
<br />",,-o'@--
<br />
<br />SCALE:
<br />
<br />F,\500AAD SHEET X-REf\fO.WATlON DETAILS\506 WN11<Ol.. .1JINT.Dr6
<br />
<br />12' DRYi'W-L EAGH F p.a
<br />
<br />2'x4' MIN. STUD 6RADE OR
<br />"'mR ';W;. I.' OIG ~ t--
<br />
<br />116'x3' T APGONS OR APPROVED
<br />EQUAL lJ 32' OIG t-'M
<br />Z
<br /><{
<br />0:
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<br />W
<br />\fl
<br />
<br />2'x4' MIN. P.T, P\..ATE~~
<br />
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<br />OR FIBE
<br />
<br />J
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<br />'9 '-(/-(' /.(y /.(y ~{Y /.(~, ,,~ ~'----!~4.L..;, '-;:",.....!..'---o' -'- :-7..-,. -;': '-7
<br />=- ~ ~,~~~) ~\~'/": "."" .', A- %~>>>>>>>>/R
<br />'/"~"'~~~"~'~~~,>>~~<<t~~<<t~
<br />CLEA",TREATED FILL //,,/,:: V .(~~~"< ~~ ~0z0(0(~\
<br />WMPACTED TO '15% MODIFIED 1/' " ,
<br />PROCTOR PER ASTM D~151- B" 1'-4" 4"
<br />6-MIL VAPOR BARRIER
<br />(2) #5 WNTIMJOIJ'S ON
<br />3' CHAiRS T'T1'IC
<br />
<br />TYPICAL 1 !ITORY SEe. }J GARAGB lITEP WIO ~'-o' @
<br />
<br />F,\5TANDARV SHEET X-REF\fOJNOATION DETAILS\MONO STEP AT 6ARJ..0E161N NON-BR6
<br />LEN6TH L (IN)
<br />
<br />~~
<br />~~
<br />
<br />em Of P!..1t1I3
<br />Tot..ERAIa5
<br />
<br />!XIN) 01'50 0 (rT)
<br />12' 1/4' I'
<br />24' 112' 2'
<br />36' 3/4' 3'
<br />4el' I' 4'
<br />60' 11/4' 5'
<br />12' 11/2' b'
<br />M' I 3/4' l'
<br />'1b' 2' /)'
<br />I 100' 2' 'I'
<br />,f ~ <100' 2' 10'
<br />
<br />, \..PlUMB LI NE
<br />
<br />~
<br />1
<br />
<br />it!
<br />{.
<br />
<br />LEN6TH L (IN)
<br />
<br />~
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<br />
<br />OJT OF F'V.NE I~TALLATlON T0LERANc.E5
<br />WN) lJ200 L (rT) L(IN) lJ200 L (rr)
<br />50' 1/4' 4.2' 2fX)' I' 16.1'
<br />100' 1/2' /).3' 250' 1-1/4' 201')'
<br />150' 3/4' 125' 300' 1-112' 25.0'
<br />
<br />J
<br />
<br />LESSER OF
<br />DI'5O OR 2'
<br />
<br />our OF PWldB 'fOI..BRANCES
<br />
<br />our OF PIANB 'fOI..BRANCES
<br />
<br />TRUSS INSfAUATION TOLERANCES
<br />
<br />'0"-', "'5,<1'-0' cw
<br />
<br />F,\5TANDAAD 5tffT X-REf\lN5TALLATlON TOl.fRANC.ES
<br />
<br />I
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<br />Z
<br />\fl<{
<br />W-l
<br />[2Q...
<br />~ttJ
<br />\fl
<br />
<br />Pr~H' PREGAST LINTEL ABOVE OPENING>
<br />1== TYPIC,AL
<br />
<br />LJ
<br />
<br />l'
<br />
<br />. ~iNDOIi. WNNECTION PER t-'A."IJFAGTlRERS
<br />SffCIFIC,A TIONS
<br />
<br />DO NOT SPLI C.E
<br />fiiNDOY'1 SILL UNDER
<br />MULLIONS
<br />
<br />ir
<br />II 1611 VlIND OR Ht.RRIC,ANE PRECAST SILL W
<br />F1 ftU l-'ORT AA BED XiINT
<br />W
<br />
<br />
<br />U~, KNOc.KOJT BlOCK FILLED rilTH 1500 PSI
<br />r\J l-'ORTAA rilTH (I) Ji5 WNT. FOR OPENIN6S
<br />6REATER THAN 6'-0' OR VlINDOr6 THAT REQUiRE
<br />VERTIC,AL i'1JLLlON5. NOTE, #5 TO EXTEND b' INTO
<br />ADJAGENT fiLLED CELLS EAGH END TYP,
<br />
<br />, MASONRY T'T1'ICAL
<br />
<br />INTa SCREEN AND A.U HEAD -XlINT
<br />
<br />TYPICAL SECTION TIlRU WINDOW
<br />
<br />~
<br />\is!
<br />
<br />F,\5TANDARD SHEET X-REF\MASONRY r1ALL SEC,TIONS\LINlR SEc.TION
<br />
<br />NOTCH LINTEL V'lHERE
<br />KNOCKOUT COURSE rllTH (I) #5 REQUIRED FOR CONCRETE
<br />GONT, FILLED HITH GONC.RETE\ PLAGEMENT
<br />
<br />
<br />
<br />
<br />~, ~ ~l\d~', ~'lg. ..: : ,[L-1., ~- 'r-;-I,'. . " .... 'J ...., '.~r . i~~;,f' "
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<br />.jl., \STANDARD '10 DEG. HOOK Ii
<br />
<br />r
<br />
<br />I
<br />
<br />.114"
<br />II
<br />.1
<br />
<br />PRECAST LINTEL FILLED, IN
<br />OPENINGS GREATER THAN 6FT
<br />USE (I) #5 OR AS NOTED'
<br />ON PLANS..J
<br />
<br />
<br />L OPENING ')
<br />
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<br />II V~FILLED CELL rllTH (I) #5 VERTICAL
<br />i, SEE FOUNDATION PLAN FOR Loc.ATION
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<br />,"'==
<br />
<br />NOTES,
<br />I. FILL LINTEL AND CEllS ABOVE LINTEL
<br />2. VERIFY l11A T ALL REINFORCEMENT HAS BEEN PROPERLY PLACED
<br />B, SEE PLANS FOR ADDITIONAL INFORMATION
<br />4. DOOR AND rllNDOrl INSTALLATION TO BE PER MANUFAc..WRERS SPECIFICATIONS
<br />
<br />TYPICAL PRECAST LINTEL ASSEMBLY
<br />
<br />~
<br />\is!
<br />
<br />F,\5TANDARV SHEET X-REf\MASONRY HALL SEC,TIONS\LINlR A55EMBLY.Dr6
<br />
<br />f
<br />
<br />2'x6' #2 S.Y.P, P.T, GARA6E
<br />BUc.K F AS TENED TO MASONRY
<br />W 1/2'x/)' 'J' BOLTS W 3/16')(2' DIA.
<br />elATE "'~<R> . 12' OIG VERW;AU.Y~
<br />
<br />
<br />
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<br />I I
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<br />7
<br />
<br />#5 VERTIC,AL IN B' MA50NR1/
<br />FILlED CELL, PROVIDE (I) FILLED
<br />Cal FOR OPENIN65 LESS THAN
<br />10'-0' A."D (2) FOR 0PEN1N6S
<br />lP TO 16'-0' VlIDE
<br />
<br />NOTE:
<br />GARAGE DOOR DESIGN AND
<br />TRACK MOUNTING DETAILS
<br />ARE TO BE PER THE APPROVED
<br />PRODUCT TESTING,
<br />THESE DET AI LS ARE BY THE
<br />GARAGE DOOR DELEGATED
<br />ENGINEER PER THE COMPONENT
<br />AND CLADD I NG PRESURERS
<br />SHOY-iN HERE Y-iITHIN
<br />
<br />1YPICAL GARAGE DOOR BUCK DETAIL
<br />
<br />@-
<br />
<br />F,\5TNlDAAD S/-ftT X-REf\MA5ONR'( i'W-L 5Ec.TlO~\6AAA6E BUc.K DETAIL.Dr6
<br />
<br />PRE-ENG>INEERED rwo T'Rl1SSES
<br />~";2~ON -c.ENITR/
<br />
<br />~L
<br />
<br />
<br />I VERiFY
<br />
<br />TESTED ROOF GOYERIN6
<br />SEE DETAILS FOR 5PEGlflC,
<br />INFORl'A TION)
<br />
<br />24/1b SPA." RATED~' OSB
<br />R B' wx PI.. Y/'tXlD FASTENED
<br />PER ROOF NAILING> SCHED\..lf
<br />
<br />ISlWl: BARRIER
<br />
<br />-
<br />(\(\(\(\(\(\
<br />
<br />
<br />il2' HI6H STREN6TH OR 5/B' 6YP /'8~
<br />W I 3//)' DR'11iALL NAILS OR DRYliALL
<br />SCREl'6 l' Olc' CElLIN6 4 B' Ole i'W-L
<br />
<br />R-I'I MiNl11JM 1i'r'.JU.ATIO
<br />
<br />i
<br />N-><
<br />~
<br />~\, \
<br />
<br />:, "I \ ~ 51"""'" "TAl'""'" on"""" NOTElJ
<br />
<br />~iP ED6E
<br />
<br />I _ FASCIA BOARD T'T1'ICAL
<br />(SEE ARC.H, D~)
<br />
<br />I'x PT, NAILER
<br />S TV. qO DE6, f'OOK
<br />
<br />(SEEDETAI~~ ,I
<br />
<br />. ~'I
<br />" DRYIWL OYER~' P.T. FURRIN6 .' I \
<br />STRIPS 0 16' Ole W R4.1 INS\.tATlON .. u .
<br />#5 VERTICAL IN FILLED CELL FROML~ '
<br />FOOTING> TO BOND BEAM IN FILLED c.ELL
<br />. r I
<br />HEADER BlOCK U.NO~ "
<br />II: ,~
<br />
<br />I'x PT, BASE NAILER Q... "" It ' ,I
<br />6x6 Vl1.4~14 V'W' <{ th- J
<br />f'lAC,ED AT MID-DE = "- '.
<br />OF SlAB T'T1'ICAL () I "- .'
<br />4'x4' IN5PEC.TION PORT
<br />
<br />
<br />:..W lL....., -.,'- ~ - - U -II. _t -- -.--'- ... f ;$
<br />.~ . ". . ,. . ~ / ~
<br />~>>/-V~~~~~H '0'0'0,ORADE ~
<br />"~/>>/):;Y: 1 ~ ~/>y)::Y' ~ ~
<br />CLfANFILLWMPACTEDTO y./.~/ //~/ //" . ~~. . ",/ /;</;''(/ ~L
<br />'15lli MODIFIED PROCTOR PER /,. /,' /, ' , '<..<, V'- '" d:l
<br />ASn-1 DI551, FILL TO BE TREATED, ," ,'" /A~~'" ',"~:"" VA>>> "
<br />//",r/r7~~~
<br />" ~'01' . "--- ~2) Ji5 WNTINlJOUS
<br />';1 3' C.LEAR ON 3' CHAIRS
<br />I' 4"" TYPICAL 115 DOra rilTH
<br />" S TV, '!ODE6 HOOK
<br />
<br />B'xB'xl6' KNOCKOJT BlOCK W
<br />L HEAD .1JINT flUED VllTH
<br />3000 PSI WNe.. AND (I) 115 CONT.
<br />
<br />INTa SCREEN
<br />
<br />EWRATIVE FINISH
<br />TYPE S MORT AA
<br />-e' MASONRY
<br />
<br />TYPICAL I-STORY 8fEM WAIL SECTION
<br />
<br />@-
<br />
<br />SCALE,
<br />
<br />'iHFf'T )(-
<br />
<br />~AII 5Ec.TION<;\I-5TnRT'STEM.Dr6
<br />
<br />46' ON CENTER 12" MAX.
<br />2"X4" TOP CHORD BLOCKING LAP SHEA1111NG ~ ./""2"X4" PLATE FASTENED W 16DX3 ~" @ 4' Ole. MIN.
<br />Y'1ITH (3) 16DX3 1/2" TOENAILS\ (STAGGER SEAMS) V
<br />PER JOINT FOR (4) TRUSS BAYS \ ./ 2"X4' SUB-FASCIA MIN.
<br />
<br />00 ~ / M
<br />
<br />II ~ W 2"X4' OUTLOOKERS @ 24" OIC
<br />2'X4" CROSS BRACI 1
<br />@ RI DGE AND RAT RUNS I
<br />W (3) 16dx 31/2'@EAe.HJOiNT/:6"3-COATSllJC.COOYERFELTPAPERBACKED DiMPLE METAL LATH
<br />@ 4'-0" Ole. (ABOVE BLOCKING) I OVER Ii' 05.5. FASTEN W Bd @ 4" OIC EDGES AND 6" OIC FIELD
<br />
<br />II I
<br />2"X4" STIFFINER >^lITH I ~;PRE-ENGINEERED fiOOD GABLE TRUSS filTH ST\JDS
<br />10d ;< 3 1/2'@ 4" OIC + ;P 1\ I @ 24" Ole. MAX. "L' BRACE PER PRE-ENGINEERED
<br />3) i6d INTO GABLE BOT, CHORD\ TRUSS SPECS,
<br />,,-@48r-I'OICI/:2"XB"P.T.SILLPLATE fiITH~" DIA.x B" "J"
<br />-"'" BOLTS OR 1/2" A301 ATR W 6' MIN, EMBEDMENT
<br />INTO SIMPSON SET EPOXY @ 24" OIC MAX,
<br />
<br />rx1 rx1 + ~M7 rx1 r ~~ ATTACH GABLE TRUSS TO PLATE Y'1ITH 16d@ 4" OIC
<br />
<br />
<br />2"x4" BOTTOM e.HORD BLOC~IN1J ~~~SIMPSON META20@24"0ICFASTENEDTOGABLE
<br />@ 46" OIC FOR (4) TRLJSS BAYS m T VERTIe.ALS ALTERNATE INSIDE AND OUTSIDE FACE
<br />>^lITH (3) 16d x 3 1/2" TOE NAILS EACH END
<br />
<br />FlAT BOTfOM GABLE SCALf, =1'-0' ~ MASONRY OR CAST IN PLACE
<br />
<br />f,\~irWARD 5IftT x-RB'\m..155 ElRAGI~\ftAT GABU: ~
<br />
<br />L..
<br />
<br />AREA:
<br />LIVING: 1211 S,F.
<br />GARAGE: 400 S.F,
<br />PORCH: 128 S,F
<br />TOTAL: 113<:1 S,F,
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