Laserfiche WebLink
<br />12 <br />[7'-'-~ <br />1:""1 <br />b <br /> <br /> <br /> <br />,/~ <br /> <br />:::k <br />. '\.-- <br /> <br />HEEL STUBBED <br />ADDI L 2 1/411 FOR <br />PLYWOOD & RIBBONS <br /> <br />C0 <br />I <br />I <br />tDl <br />I ' ~ A . <br />I -1' - 1 <br />"" 1 ~ J.. -u- <br />~~ <br /> <br />TYPICAL WALL SECTION <br />(FOR HEELS HGT/ S GREATER THEN 2/-0h) <br /> <br /> <br />~ <br />I <br /> <br />"\I <br />i' <br /> <br />6 V <br /> <br />- <br />o <br />\ <br /> <br />CD <br /> <br />-1_/4 <br />I <br />I <br /> <br />3/168 <br /> <br />o <br /> <br />/ <br />10 1/2/1 <br />TYPICAL WALL SECTION <br /> <br />/ <br /> <br />/ <br /> <br />/ <br />7 <br /> <br />10[-0'1 <br /> <br />I <br /> <br />?B'-BII SPA\) <br /> <br />10'-JiI <br /> <br />I?[-III <br /> <br />::fAN <br /> <br />/' MGl <br /> <br />'" <br /> <br />1 <br /> <br />t' <br />I <br />I <br />; <br />I <br /> <br />PGl <br /> <br />'-/ '-/ '-- '-/ <br /> <br />1\ <br />~ <br />1\ <br />1\ <br />~ <br />1\ <br />1\ <br />1\ <br />1\ <br /> <br /> ~ <br /> 1\ <br /> :>L 1\ <br /> ..--< <br /> U ~ 1\ <br /> ~ <br /> C) J\ <br />Q ~ 1\ <br /> \j\ <br />C'.l <br />\'l 1\ <br /> <br /> <br />- <br />o <br />\ <br /> <br />o <br />~\ <br /> <br />---- <br />FLOOR FRAMING <br /> <br />..... <br /> <br />LEFi ELEvATION <br /> <br />C,--3c <br /> <br />- <br />o <br />\ <br /> <br />- <br />U\ <br /> <br />CJ 2 <br />~~ <br />~~ ()I <br />~ ~ <br />) <br />u <br /> <br />a.. <br />:I: <br /> <br /> SIMFSON <br />TRUSo JOINT UFL iFT CONN. FAoTENERSu <br />TYPE LOCATION ( L60) CONNECTION QTY. CAPACITY PER COl'iN. <br />A3G LEFT 1023 H!0 2 110~ 32-!3d X 1V:!' <br /> RIGI-1T le>23 Hl e> 2 11e>~ 32-ecl X lV;z' <br />NOTE: ALL OTHER TRU6S 6RG. CONNECTION6 ARE SIMF60N MET A2e OR EQUAL <br /> FOR MASONRY: SIMPSON Hl~ FOR FRAME: 4 HU62b FOR HUNG TRUSSES <br /> ON GIRDERS UNLESS OTHERW[SE NOTED. <br /> THESE TRUSS UPLIFT VALUES ARE LESS THAN CONNECTION CAPACITY. <br />MA50NRY META2e 1 loe>e> 14-1ed X IV:z' <br />TIMBER H10 1 8~e> 1~-8d X lV2' <br />!-lUNG HU62b I 12~ 2e>-led x 3' <br /> I <br /> <br />I <br />~" <br /> <br />= I <br />11 <br />~~ <br />i <br />I <br />! <br /> <br />CD <br />\ <br /> <br />';0, <br /> <br />;) <br />c: >. <br />:1J::> <br />.:.:: <br />:) <0 <br />~ 4) <br />~-o <br />'.J 0 <br />- <br />- :::I <br />,4; <br /> <br /> <br />- '- <br />.... 0 <br />. - <br />=- <br />~ , <br /> <br /> USF <br />TRUse JOINT UPLIFT CONN. FASTENERS*- <br />TYPE LOCATION (L66) CONNECTION QTY. CAFACITY PER CONN. <br />NOTE: A1-L OTHER TRUSS eRG. CONNECTIONS ARE U5P HTA20-18 OR EQUAL <br />FOR MA50NRY: USF HC10 FOR FRAME: 4 THD2~ FOR HUNG TRUS5ES <br />ON GIRDERS UNLE5S OTHERWISE NOTED. <br />TI--IE5E TRU66 UPLIFT VALUE5 ARE LEes THAN CONNECTION CAPACITY. <br />MASONRY HT A2e>-18 1 1!;:;0e> 14-10d X IV:! U <br />TIMBER HCle> 1 10b1:; l!3-ed X IV:z" <br />HUNG ! THD2~ 1 1~20 18-1~d x 31/2' <br /> <br />,>on <br />'" . <br />"It" <br />- <br />;)- <br />:>~ <br />~ <br />= - <br />- IQ <br />ll) <br />o <br />::II -- <br />II: > <br />~ 4) <br />. "0 <br />U <br /> <br />~~ <br />C-l <br />...~ <br />... . <br />~~ <br />r: <br />. "0 <br />~ .... <br />~ a;J <br />-.:>II: <br />3 ~ <br />'> 0-, <br />, . <br />c- <br />:1..... <br />- 4) <br /> <br />- :. <br />"""' ' <J) ~ <br />..;x: <br /> <br />~ <br />0:<>> <br />C& <br />!:QO <br />r <br />u- <br />.J <D <br />~~ <br />_ c: <br />l> CD <br /> <br />~ Double conneetor~ to be placed diaeona Il~ to each other. <br />u Do not drive nall$ trroueh the trU$$ plate on the oppoelte eTas of' the true$ <br />whIch could toree the plate att the true e.. <br />UI MOlYited vertical1~ <br /> <br />o cD <br />a 4) <br />SO <br />,. Q. . <br />:E~ <br /> <br />\' <br /> <br />Dl <br /> <br />n? <br /> <br />TIr:r; <br /> <br />1+ <br /> <br />... ~ -J- ... <br />'\. <br /> <br />...... <br /> <br />/1 <br /> <br />I <br />i <br /> <br />, +: J5B <br />+ - , <br />~ i :U3B ~ <br />~ E,-- 52 ~ <br />~ ; +1 ~ Q <br />~ ~ ...vq <br />:AI U <br />Co ,+ Ii <br /> <br />~w ~~ <br />-; <br />U <br /> <br />C\.l\ <br /> <br />, <br />=') <br />U <br /> <br />r <br />i 1/ <br />71 <br /> <br />21' II fO ~ rRONCiBKK <br /> <br />~ /t1IM l?t::f\Kll\JCA )()!.-IV <br />V <br /> <br />-:.t <br />7 <br /> <br />1\ <br /> <br />+ <br /> <br />'\. iL <br /> <br />/ 1\ <br /> <br />A4G <br /> <br />1. <br />::..~ <br />...----""- <br /> <br />-------- <br /> <br />5ee A---1\or A,A C\'1 arch <br />4f 4D <br />fer c.jable end deia II. ( tqp, ) <br /> <br /> <br />12"0' <br /> <br />0'-01 <br /> <br />I <br /> <br />V <br />/ <br /> <br />1/ <br />/ <br /> <br />AS <br /> <br />C] <br /> <br />j-' - <br /> <br />T <br /> <br />='- 5 <br /> <br />:'- 3 <br /> <br />C Ul <br /> <br />Jii <br />BiG <br />"R? <br /> <br />/ <br />1/ <br /> <br />6'-101 <br /> <br />5P AN tv <br />/I <br /> <br />8' 0' <br /> <br />!. ill 6'~10 : <br />1/ PAN 1/ <br />'1 / <br /> <br />.--; <br /><[ <br /> <br />117 <br /> <br />/ <br /> <br />Ar <br />IV <br /> <br />l <br /> <br />/1 <br /> <br />2I'~B" <br /> <br />SPA\) <br /> <br />?B'~B' <br /> <br />ROOF [FR~MuN(GJ Pl~N D~ [E~ F <br /> <br />1/4" = 1'-0" <br /> <br />I <br />I <br />1 <br />'" <br /> <br /> <br />LA TEST DATE : :N PROCESS DESCRIPTON : <br />REVISION DATE : <br /> - <br />09/24/03 <br /> 03/27/03 DCO #22-8 <br /> i <br /> I <br /> - <br /> J <br /> <br /> N <br /> '(\) <br /> J!)(fl <br /> ~~ ~ <br /> I 01 0" ,t <br /> q z,o <br />() -<tU) <~ :~~ <br />lL Q~ << <br /> "- <br />it" g~ <br />\) "en <br />\()' OE'} ~~ <br />-1(\) 3"- <br />(j) Z !LV 0':2 <br />lZ I I 8~ <br /> C" => <br />:IX ~:::l <br />Z C;;::';;;i <br />ill u-<t 6g <br />~ lU -<t!L ~ 1=':; <br />Z ill iE ~~ <br />ro 't 0-" <br />(} ~ 0 if.:s <br /> ~ ~,5 <br />Z -l\S) !1l ~<= <br />..J~ w <br /> l1J O- W ~'~ <br /> lL~ ""-'C:: <br /> -<1:lJ) ~~ <br /> " ~ <br /> I '1' ~:i' <br /> V) <br /> ~~ w:-: <br /> ~:...) <br /> ~~ ~~ <br /> << ':Z: <br /> "t- "- <br /> ",(lj GV) <br /> ...... ~g <br /> X I ~5 <br /> Ow r33 <br /> lDZ 0::3 <br /> ,0 g <br /> Q:r <br /> !LlL <br /> <br />~ <br />~ ~~ ~~m:~ <br />@ ~~ ~(!f)~~ <br />CJ <br />[? <br />~ <br />d <br />2) <br />@ <br />d <br />~ <br />@ <br />~ <br />~ <br />g <br />~ <br /> <br />..... <br /> <br />!1-IC'.l <br />\" <br />- <br /> <br />~'<t <br />L() <br /> <br />O~ <br />c .~ <br />QcJ <br />- <br /> <br />IX x.xxx.~ lX.X X X X X X X X X ~J<-J<0 <br /> <br />a&r~Af~ILA /V' <br />7/ 17 ~ <br />/ /~ <br />I // ~7 ~ <br />1/ / /C/' <br />1/ /,7~ <br />~ <br /> <br /> I <br /> I <br /> i <br /> i / <br /> r <br /><nil <br />.--; <br /><XiV <br /> <br />/~ A?A <br />/ ~\?" <br />CJ5 /1 I I". <br />9-'1 '-Yv <br />CJ3 ~y I "'=> <br />7 ~I~.:; EJ! "~~ , <br />~~ J Q J~ I ! \ I\! ~-~ <br />BIG i'. <br /> <br />~ 1)':) <br /> <br /> <br />- <br />--=-1 N <br /> <br />-;:- <br /> <br />- <br />\J'- <br /> <br />~~ <br />" <br />o <br />\ <br /> <br />~ <br />N I" <br />car-- ::_ = ~ <br />o <br />\ <br />G~ <br />-" <br /> <br />..... <br /> <br />""" <br /> <br /> <br />'T <br /> <br /> <br /> <br />""" <br /> <br />- <br />o <br />\ <br /> <br />~ <br /> <br />"- <br />-" <br /> <br />DROPPED FLAT TOPS <br />OF HI?$ FOR FRA~ING <br />(GIRDER NOT DRIJf'PED) <br /> <br />pef), ~nds <br /> <br />- <br />o <br />\ <br /> <br />i'- <br /> <br />-- <br /> <br />" <br />"- <br />o <br />\ <br /> <br />~ <br />"- <br /> <br />~!l::> <br />Gf)<w <br />~(@ <br /> <br /> <br />@@ <br />s~ <br />== <br />~~ <br />== <br />d]d <br />@5@5 <br />@@ <br />@@ <br />do:!! <br />[!l,,~ <br />jp@ <br />i!e)~ <br />';?@'l <br /> <br />BoiJI ~nds <br /> <br />- <br />o <br />\ <br /> <br />o <br /> <br />REFER m HIB-91 <br />TEs:t~;m~1d\ <br /> <br />~ <br /> <br />ROOF FRAMING NOTES: <br />L SEE SJ..IEET 5.3.1 FOR 614INGLE INFORMATION <br />AND IN5TALLATION INSTRUCTIONS <br /> <br />DATE : <br /> <br />, 05-1J6-02 <br /> <br /> <br />w <br />\f~~: ~-:] ~ <br />DE <br />~ <br />~ <br /> <br />~ <br />~~ <br />~ <br /> <br />:-:-:J N <br /> <br />~ <br />~ <br /> <br /><;? <br />tg;oo@ <br />';?~'V~ <br /> <br />'i!1 <br />@ <br />rw <br />@e <br /> <br />[!!J ~ <br />@@ ~ <br />~~ ~ <br />=@S d <br />~~ @ <br />c::!J@ l!!J <br />c::!J@5~@S <br />~ ~~ ~ <br />@ ~@ <br />!?@::J[!!]@ <br /> <br />CD <br />d1 <br />~ <br />Ii=' <br />@ <br />P <br /> <br />SCALE : <br /> <br />DRAWN BY ; <br /> <br />AS lNJOTiElD <br /> <br />18BLIL V Afr\iJCE <br />AUTOCAD FILE NAME <br /> <br />ENGINEER Of RECORD : <br />DANSCO <br />ENGiNEERING, P.A. <br />SHEET DESCRIPllON : <br />ELEV A liONS DpE,F <br />ROOf FRAMING <br />PLAN <br /> <br />o SAMUEL A GREENBERG, Pt. ~424S <br />o T~Y I-t l--IUYNI-I, FE. 1fG~122 <br />o IRWIN J. BENSON, P.E. "4~158 <br />D All A66A& !-jAKIM, 101.:. ~~18~ <br /> <br />JJ7711 <br /> <br />TO TIE EE$T Gf 1t1E OONaR& i<NOJUIX:lE A\lD mlE:f, 11-E <br />o~ FI.A'l$ AN) SffCF1CATIa-15 W1PL y 1~Tl4 M <br />R.ORJOA OOLDm CODE, 6tCTICN ~~ FOR \20 M.PJ.!. 3 oeccw <br />GU$T, ~ '61 00 Z~ <2001 EDl1'IOO <br /> <br />11115 ~ AI() DE&!GN IS VALID FOR \2 ~ t.FTER lllE <br />DA1E IS ~ AND efIiED. <br /> <br />$/GNED AND OEALEP fOR Tij: &T~ PORrICN Cf M5 <br />~ a-lY. <br /> <br />