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<br />:;ZX4 PLATE FASTENED W~"<$) ANCHOR <br />601.- T W:;z" FLAT v.lA:;,HER ~IN. <br />EMBEDMENT 4" INTO BOND BEAM @ <br />4'-0" O.C. TYP. <br /> <br />::2X NAILER <br /> <br /> <br /> / / <br /> 2'-0' 2'-0" <br /> 0/ TYP. vI'-4" vI'-4" 0/ TYP. 0/ <br /> " "r II II <br /> ~ k <br /> '" / <br /> ~ / <br /> ~ , / <br /> ~ fv &0 0 \'l \/ / <br /> ~ <br /> \ ~'\\ R~ <br /> I~ \ t<<~ ;)-5 / <br /> .~~ <br /> ~ \~ ,. "J~ ,< .. / <br /> ~\ . ~t. V <br /> ~ ~I \'- ~. <br /> ~ I :;. \1 V <br /> ~~ :( <br /> r;. ~. Q <br /> ~ :vQ <br /> ~ r \....."""': V <br /> N ~ p~ <br /> - <br /> .. <br /> ~ If) / <br /> -- ~ V <br /> ~ V <br /> ~ RI - V <br />. :;:1 ~ '\.. r--" / ~ : 12 ] ~ <br />1 :t <br />~ / '\.. ~ <br /> / ~ <br /> V ~ <br /> Ul' ~IT V ~ ~ ~IT E~ <br /> / ~ <br /> V N ~ <br /> - <br /> / .. ~ <br /> U\ <br /> / ~ <br /> V ~ ,'-0' <br /> / 1\, 5'-0 l..- <br /> V 9 ~" 1'- · <br /> t- <br /> V ,\ ~ ~ I"" <br /> / \ \) '\.. <br /> 71 I \ II) .'f <br /> I I <br /> / II \ , <br /> ~ <br /> / ~'-O' <br /> HETA-lb TRUSS ANCHOR OR EGUIV. C L APPl.Y 5HEATHING TO CENTER TRU55 <br /> EA. TRUSS TO MASONRY CONNECTION TO PROVIDE CONTINUOUS DRAFT STOP <br /> BETv.lEEN UNITS <br /> - " <br /> <br />::2X4 VERTICAL BRACE ADDED TO <br />EVERY VERT. OVER 4' IN I.-EN<$oTH. <br />BRAce TO Be MIN. ~096 LeNGTH <br />OF VERT. TRUSS MEMBER. FASTEN <br />6RACE TO VERT. WI6d COM. <br />NAILS C 1:2" O.C. <br /> <br />TYP. INTERIOR TRUS5ES <br /> <br />6OTTOM CHORD OF TRUSS <br />FASTENED TO PLATE WI6d COM. <br />NAII.-e. c 1:2" a.c. <br /> <br />~"<$) ANCHOR 60L T W::2" FLAT <br />v.lA5HE;R ~IN. EM6EDME;NT <br />4" INTO 60ND BEAM C 4'-0" <br />O.C. TYP. <br /> <br />MIN. IX4 LATERAl... BRACING, CONT. PER <br />TRUSS MANUF, specs. <br /> <br />'0'-0' <br /> <br />~" GYP. CEILING BOARD <br /> <br />TYP. END TRUSS TO MASONRY DETAIL <br />N.T.5. <br /> <br />P~-MANUF. ROOF TRUSSES ~ 24" O.C. <br />R~O (MIN.) BATT INe>UL.ATION IN celLINe, MAINTAIN ~,. <br />CLeARANcE BTI^lN. INe>UL. .. ROOF <br /> <br /> <br />~ <br />~ <br /> <br />~" 4-PL. Y CDX PI... Y~D. NAILED We>D R/S NAILS ~" O.C. ON <br />eDGE5 4 10" O.C. IN FieLD. U5e ~" STeeL PI... YCLIP5, **IS FeLT <br />AND SO YR. ARCH. SHINGLES RATED FOR 110 MPH ~INDZONE. <br />PROVIDE ADEGUATE CONT. RIDeE VENTS, PER CODE. <br /> <br />SIMPSON HETAI~ TRUSS ANCHOr<. OR EGUIV. (l365LB. UPl...IFT <br />RATING) @ ALL TRUSS TO MASONRY ViALL CONNECTIONS <br /> <br />ALUMNINYL FASCIA WCONT. veNTILATED SOFFIT <br /> <br />2Xb SU6FA5CIA WI~" ALUM. EAVE DRIP - <br /> <br />POURED LINTeL WI C.ONT. **s ReBAR <br /> <br />PRE-CAST ~INDO~ TRIM <br /> <br />I" DO~ 6LUEBOAf<.D INSUL. OVER i" P.T. FIRRING <br />STRIPS (POLYFILM OVER FIRRING), FINISHED W~" <br />GYPSUM BOARD <br /> <br />PRE-CAST LINTEL OR STEEL L.INTEL OVER ALL. ~INDOW <br />.. DOOR OPENINGS <br /> <br />ALUMINUM SINGLE-HUNG ~INOOv-.lS RATEO FOR 110 MPH <br />~INDZONE <br /> <br />TYP. MARBLe V'iINDOW 511...1... IN GROUT BeD <br /> <br />~ <br />:t: <br />~ ~ <br />~ - <br />_ -J <br />~ ~ <br />2 b <br />, <br />2~ <br />~ <br />d) <br />-' <br />~ <br /> <br />LIVING AREA <br /> <br /> <br />PRE-CAST ~INDOW SILL <br /> <br />e>" CONCRETE BLOCK V'lALL - TYP. <br /> <br />STUCCO FINISH <br /> <br />**S VERT. REINFORCEMENT IN CONT. FILLED CELL W <br />25" MIN. OVERLAP AND ~" HOOK INTO FOOTING> <br /> <br />~OOD BASE SOARD - TYP. <br /> <br />4" BOOO P51 CONc.ReTe SLAB l^lITH ~"X~" **'0/10 ~M <br />OVER b MIL. POLY VAPOR BARRIER OVER CLEAN <br />COMPACTED, TERMITE TREATED SOIL. <br /> <br />FINISHED eRADE TO BE FIELD DETERMINED <br /> <br />:;,1.-0pe TO DRAIN <br />-- <br />- <br /> <br />#5 STD. HOOKED FOOTINe DOI^lEL <br /> <br />PRE ENG-INEERf:D TRUS5 SYSTEM 0 :24 <br />O.C., IN:;,TALI.-E;D PER MANUFACTlJRER'S <br />SPEClrlCATIONS <br /> <br />TYPICAL ~ALL SECTION <br /> <br />ROOF PLAN <br /> <br />SCALE 1/4"= 1'-0" <br /> <br />These plans were prepared for this buldng os 0 minimum service by the designer. The <br />Contractor and/or Owner must vorIfy all dimensions and actual alt. conditions. The <br />designer doo8 not accept any r08pOnslbUlty for oml88tona or errors contained heroin. The <br />anent understands that the doafgn.er corrlea no lfobatty Insurance ond therefore ogre08 to <br />hold harmless and defend the det~er from 011 claims. 1088&1 and exp<<\S&I (Including <br />reasonable attorney fees) artang ~t of or resulUng from the project. The designer wnt n <br />good faith attempt to pro'tide error free Con8tr\1Ctlon drawings, but In the e~t <<Tora <br />oecur, the designer wll not be liable for cost of repaTra or delay to the constnJctlon. <br /> <br />SCQle 5/4"= 1'-0" <br /> <br />z: <br />:5cn <br />--1~ <br />- a... <br />~w <br />o~ <br />2~ <br />w ~ <br />:z~ <br />- en <br />---I:::> <br />~o <br /> <br /> <br />~ <br />~ <br />U <br />:::E <br />w <br />z <br />~ <br /> <br />w <br />~ <br />z <br />~ <br />~ <br />i <br /> <br />~ <br /> <br />...... <br />~ <br />~ <br />;:: <br />M <br />- <br />co <br /> <br />-J <br />u.. <br />~ <br />-J <br />:f <br />~ <br />~ <br />w <br />N <br /> <br />r-- <br /><0 <br />CO <br />co C> <br />~ '-1-- <br />C') ~W <br />~, N Z <br />. ~ LO ll') u..i <br />()O~(V)J- <br />:JzC"> (9 <br />~oC"')~@ <br />u.J-iiLL.1'- <br />, Cfl~lO~ <br />, ---l J- <0 >- <br />lJ..!-1_CO:C <br />a.~U~a. <br />:r:>w'-W <br />I--mONN <br />-o<(lO <br />~moC".l..:J <br />wm ~<( <br />..~ <br />Ww <br />Z <br />o <br />:I:: <br />(L <br /> <br />~ <br /> <br />. <br />o <br /> <br />CI) <br />Q)>:.c c -0 ..- <br />+oJ .- 0 0 <br />000 <br />.e~.8c-~<'J <br />- "V ~ ...... <br />+J ~ O'~ -g '+- q) <br />o .Q).+J q)'- 0 -u W <br />.e >+J"U ~ 0 (L <br />+J ~.- '- (() 0 .. <br />~-o "U :S .2 g 0' .c <br />..- c .- c....., <br />"t C :J ~ en r- .- 'E <br />Q)OO +oJ -U <br />O ~q)cC:O= CJ') <br />-U OQ)O:J <br />>.Q)"U C E+ial ~ <br />.0 E C 0 ,,~ 0 . ;:> <br />Q)L..O==~voc <br />"'" 0 0..- (I) -U 0 "C <br />Q) ~ C E:J .- .- .- <br />..c:""'o o-,-~~> <br />Q)-OvV_"UO <br />- a. a. 0 '- Q.lJ.. q) C <br /> <br />"L , l;- <br /> <br />C/) <br />W <br />X <br />W <br />--I <br />we.. <br />N=> <br />wO <br />WW <br />O:::::J <br />m z <br /><(w <br />w> <br />C/)<( <br />I <br />I-- <br />0:: <br />o <br />Z <br /> <br />Issue Date: <br />01.03.05 <br /> <br />--I <br />u.. <br /> <br />- <br />en <br />--I <br />---I <br />- <br />:c <br />0::: <br />>- <br />:c <br />a.. <br />w <br />N <br /> <br />Drawn By: <br />'NWM <br /> <br />1204-06 <br /> <br />WALL SECTION <br />ROOF PLAN/DETAIL <br /> <br />