Loading...
HomeMy WebLinkAbout0007118-Building co I 1~ .... , .... '" 01 Z o Z :g Q) - ctl Cl :!::: E ... Q) 0.. -0 "J..-- 01 c: :Q 00 ~ \lj ~.,~;::.';.~":';'"'>:~,.,"-;~:?-:~ Q) C/) ::> ::r::: tn o ~r ::r::: tn o U. o > !:: (,) o ,I ~ II ~ II ~ I a> '! c: c: 'i 0 ~ il'oo oil'S: 0 i-- (g c: l::l ,!:2l 00 00 ..... o o a: " Z C ...I ::) m ni ... Q) c: Q) C!:l Q a: a ~,,~ a:l~ Q Z e:( z Q l- e:( g ...J 0. 0. <( I !:: :E a: w 0. o 01 c: .0 E ::l a: 'E ctl ~ 0 01 c: - ctl Q) I o ni u '':: - u .9:! :~ w ~() :10 ;1 iii 'I II I ~ II ~ :1 <{!I ~ II :: ,I 0 10 ~ 1'...1 l- i i o ~ ~ ..... o Q) ... ::l (U Z c: ,2 - u ::l ... - C/) c: o () ..... o Q) 0. >. I- c:~ ~, ,2 - ctl "0 5 Q) o ,!:::! u. 00 Q) "0 ctl ... ctl Q) ... ctl 1D, ~~ Q) ... ctl ::l c- oo o Z 01 c: .2 - c: Q) E Q) C/) ctl m -g ctl ...... C/) Q) '':: o - 00 .- - Q) ~ >< Q) :Q ~, - Q) ~ ~ "0 ...J '-< o ,s "0 i - .s:::; ,!:2l Q) I C/) Q) tf .0.0 ... ... ::l ::l ()() o 0 - - ... Q) ~ Q) 00 c: c: ctl 'Cij :2::2: - u Q) :!::: .s:::; U ~ c: ,2 (U "0 c: ::l o U. III c: ,Q - u Q) 0. III c: 01 c: - o o u. ....: Q) u '> ... Q) 00 -c~ ' ~.~:~~ :t::o~~" 1ti= ~ ~ ..t: <<1._ :;; :;:-'~ OJ ..... <<I ~.~ E .... ' g>~~ ;~~~ ~ g u, '" <<I ~\ ~ --~ L:-g~ t o g'~ -OJ Q) 0 E (U ,~E~, Cl 08:;: ~'.~ ~ ..... ..x:: 'i: oo~ OJ:;:.o "'0 c"cr. 8.Q g ni <ii~(J) J: 0\ :~ ~ :8 0\ 5~~\ . ,c: :::E ~ ~ ~" :S~..t: ~ o~g..... <t:)~ ~ >-"'0 "0 I'-- C 'Cij g ~ 0 0..:;:;.8~>< C/) al OJ = Q) (J) E <<I u.Q) -5'';:: -g c5 .- >. - ..... :;:~alal ~cuQ;g- ~ ~2:lE "E~~g> o ..t:'- 8 g ",;g CO_+-":::S cO~[l) -:-: -g '0.; OJ ~.;::..t:-5 I- 8..~ >- o ......0 UJ~*"O 55.8';gi Z"O.::: e - Q.) - 0- C/) C)::JCo.. o ~:s,g ~ ()gg-;;;= "0 5~~~ .8 [l):O..... 0 ctl ill w g g E :r:.ow..... - 1-= u:= C/) o,g Cc lJ.J I- '" ~ ::J ../QS'/ ~ ~ C/) Q) tf ni - o C/) I- ... o - U ::l "0 c: o () c: 2 C/) C/) ctl ctl ~ m E~ nic:.s:::;::lOO c:oo.Bo..~ ... ctl ::>u)()u)m ::l ::l mm o 0 - - .0.0 ... ... ::l ::l a::()() o I- o <C a:: I- z o o " z iii == ::) ...I a.. ... Q) ... ~ Q) Q) ~ 00 Q) c:OO ctl ..; 0000 ::l ::l mm Q) u '> ... Q) .0 00 ::l ... I- .8.s:::; !ll - ~~ ... Q) - ctl ~ a: III U '> ... III 00 U '':: - U III lJ.J ... III ~ III 00 lOl JO 'lld<>o \ .~ ci C/) ... c: ,- III 'Cij Cl .s:::; ... III ~ Cl g' ~ o.o..c o ro ,!!2 U::C!:lCl I I .s:::; u ctl . :2:~ ~ J5 ... "0 ... .9:! c: III .0 ::l - .0 ctl ctl ::l ...J~m - c: ~ '00 .2 ~() .s:::; ... 00,2 <<l ctl ~~ C/) ... .s:::; III III _ III - ctl U. ~~mOl c:I"'C: ... III .0 OOlll~E ..;(U~.= S2~ooo.. o E ctl c75o~ ~ III (U -g E a: o ::l ::> ()ml- ... c: m 4: 0 E () III - C/) >. 00 c;,o ... - ctl c: - III ~ > E - .9:! ~ 0. ,~ g.Cl 00 o o 0: >.~ - . '> ctl ... C/) C!:lo~ ...J <t: - ctl III I "0 >'2 E ~ ~ 2 E ~ ~ :.c ni OO()() ... 4: a:: "0 Oo~ I- 0 o ,- u. <co a:: I- z o 0 01 o C/) c: CJ ctl c: Z C!:l ,Q :!::: ~ ,. "0 W ~ g ::J:u.() ... III c: ~ o - c: III 01 <{ ctl o - - c: ctl ::l en ... ::l 0. ~ , :.0... o ~ o "0 "0 c: ctl >. ' .oc: 1ll.Q "0- ,_ u .o::l ctl.;:; o C/) _c: C/) 0 III U lll"O ... III g':e ... "Ou lllC/) c: lllj 01"0 C/) III ....s:::; lll- "001 5.C: Q) ... .s:::;lll -> ~o "'01 OC/) ~ III C/)'3 :.c'" -"0 -c: Octl III U c: ctl E ... 000 't:lll lllU o.c: "0 III ~ ~ :S ~.!? .so~ " :; 10 c OJ U) -0 i!l .~ .c '5 ::os C/) C/) III ... "0 "0 <{ en en III ... "0 "0 <{ >. m C/) 0. E <{ C/) U ... ci () E III I- C/) C/) :!:= -a. o III > U (j) a: C/) III .s:::; U :!::: s: 00 a:: o I- o ~ <C III a::z I- III Z III 0. o U >. o '~ ~ g ~ ,Q ~ a::uQ.C/)g I- '':: '':: ~ ctl frlu~.ao.. ...I .9:! III .~ 0. wwClu.<{ C/) c: ,!:2l 00 ~ t \. . S1 '</ rr' 1f/6~ 'Z."if/ 1.-b f' ...... " ,q , ~/.... ...:; -; /" '1--z:' 16 If' f/'::' " ~ /.;J< () /\ .. ,. <"'\~ y.... ~ Cpv : 0<} .. Q,.O ' r . .(-.\~ O~') Zt{ \l" .ot f! lc)O , ,-(\ ~. ~'1 ~, \ ,.....~'\.. . ~,.~,.,/ l"'"\ -,/' ~ T ~,~v....\' \'{".,'.o' ~.c".J \,<;>-' : y. . ,~.."" ,'\" ,,:~ c,\ ~c.:,\' :&_ .. ~CO' ~\ Cj")\ S,<\. -l \ '\21 ~~~) O"b /7\0 /~ I ~> SaL?l~k"-ct2l.!.;jd!'C'L~____J)aJr wool R.~__~C6?q__5CJ!(,,-f:E:'Ji_ , / ~'3 c.? 5'. (?A'c~.o J12J .------.r---- "- r'f1: i' .,0 ,.~~ I ~ -' -. -- --- - - - -. ~ - - . I > . A 4-- n, . DATE~Ad. :2~ NfE ~~ . ~ ADDRESS f.~O';; . .. ,Q~ Ld~. C. 7 Y BLOCK -:- WARD ( 5 S~DI V .lJV- ~, W~ ZONE S~IREET NO. / P 30 S. ()o.-kto6(iJ~ LOT D 1 MENS IONS g ~ (X' l ~--n ' SJIIDEWALK EXISTING ~otYES D NO~ f"J""'I B~I LO I NG GRADE ELEVAT IONS STAKES SET AT SITE S -3D FE: $2.00 .. ,195 t BY~~ o-<-/C S C-~ I. . DEPARTMENT OF PUBLIC WORKS ie. g I, the undersigned, owner or agent of the a ove described property agree to have the · g~ade establ ished before excavation has commenced. '. I I 279:1 '31%~..q ~4 ~4-<dv .,-' AODREsslt{?;b~. (J;.~ ~ USE, ~{L- WO-:k consists of ~OCJO !NSPECTIONS REHARKS g1' fIII )~<~~ ~- ....~~~~~ " N' ~ 0' I Is' tt tv 'k ~~~- MJULING AODRSSS II . y -~:. , , .".' ,. Design Information 5 TCtO+r..)= 40.0 "SF TPI 8C(0+1.). lO.O PSf' NO. R79-4010-TP2P- 7G4 TLtD+r..). 50.0 psr .l'I. MAX-SPANS(fT-IN) HYDRO-NAIL LOCATION tIN) NO. 10 DATt; 11 9179 STRESS IhC . 1.15 NO. SYP Ot"lHF PI.. AtE SIZE --x-. ._y-- ( Maximum Chord Spans (Ft.-ln.) .J 1 ~5- 2 2~- 6 2 1/2 X 6 PT ;30- ~ ~\,)- 7 ~ X 6 PT It-UMBER GRADE j3- 7 34- 0 ~ 112 X 8 PT ,. tOP CHORD BOTTOM CHURl> 40- .. 441-10 3 X 8 PT f=SUUTHERN PINE= 2X4 2X6 2X4 2Xo '*1- 'i 41- 9 J 1/2 X 8 PT 1 NO 2 KD 2&- 0 38- 0 29- 2 38- 7 47- U 47- 0 3 X 1(1 PT I NO 2 KD DENSE 21:1- 4 4~- 1 32- 3 43- EI ...11- U Itli- 0 3 1/2 X 10 PT ! NO 1 KD 29- 3 42-10 32- 'i 47- 4 II NO 1 KD DEriSE 3u-l0 45- 6 36-3 itS- 1.1 J 2 48- 0 41f- 0 1 X 4 PT ! SEX. S'IRU KD 30- 7 4~- 1 3&- l 47- 4 i D~N SEL STRU KD 32- 1 47- 5 39- 3 48- 0 S.J ~ 4&- 1.1 411- 0 4 1/2 X .. PT ,. 1 1/4 I="SR-AI.L SPECIES= I l650F-l.5E ~SR 27- 5 42- 6* 31- 2- 48- o. J 3 :n- If 38- 2 3 X 4 PT 4 1 1/2 I lijOOF-l.&E KSR 2ij-l0 44- 7- 33- b- 48- o. 45- 1:1 4&- 4 3 X 5 PT 5 1 1,/2 19S0F-l.7~ MSR 30- 2- 46-111 3b- 3- 46- O' 48- 0 411- 0 4 1/2 X 4 PT " 2'1/4 I 2100F-l.8E KSR 31- 4- 48- 01 3&- 7. 48- O. i 2250F-l.9E MSR ~2- 4* 48- 011 4U-U- 48-.0. J 7 39- 2 39- 2 2 1/2 X 4 PT 2 112 i 2400F~2.0E MSR 33- 2* 48- O. 42- y. 48- O. 47- 0 47- 0 3 X 4 PT 3 ~*REQUIRES 2Xb BEARING .REQUIRES 2XS BEARING 48- 0 .h- 0 4 1/2 X " PT 4 1/2 'I Web Requirements (Ft.-ln.) Sol 7 30- a 31- 1 4 1/2 X 4 PI 4 1 1/4 38- " :!1f-l0 4 1/2 X 5 PT 5 i 1/4 40- 0 40- 0 4 1/2 X 6 PI & 1 1/'* I UN8RACED BRACI::O 4fl- 0 4fl- 8 5 1/2 X 6 PI I:l 2 1/'* I 4X4 WEBS '111 tr/2 ill '112 4a- 0 411- 0 5 112 X 7 PT 7 2 1/4 ',3i<-D-SYP 48- 0 48- 0 48- 0 48- 0 '2KO-SYP 41:1- 0 ..b- 0 48- 0 ..lit- o CliORO SPLICE OPTIONS 'STD-HF 4li- 0 4lj- 0 48- 0 1t8- u !CON-HF 411- 0 48- 0 48- 0 4l:i- 0 C 2 48- 0 48- 0 3 X 4 PT ~Xfl WESS ,2KD-SYP 48- 0 '*8- 0 4B- 0 4il- 0 C I:l 39- 2 351- 2 j X .. PT !N02-HF 4a- 0 46- 0 4B- 0 4&- 0 45- !I 4~- 9 3 1/2 X b PT I 48- 0 .i:l- 0 4 112 X b P'l 4 Force Information L=Span ( Ft.) PL.A'I'ES MARKl:;O + REQUIRE 2Xfl CHORDS /' GROSS PLAT!:: RATING(PS.1) FOR PT=222(SYP),22StDf/Hf) "C) 'I CHORD FORCES wEaFORCES JOINT !JOAOS C 1= -113.91. '/I 1= -20.61" J 1= 14.01. . ,--~-,.,,-",, '.' . / C 2= -99,31. w 2= 30.31. J 2= 20.01. C 6- 73. flL. J 3= ~9.0X. C 7= 108.11.. REACT= -50.0J.. J 7= 6.61. lbO~ CESIGNEi:) IN ACCORDAi~CE wITH TPI-78 AND NOS-77 Y.,9t'P"" '\ ~()~\ < \',!,P.' ') ." ~...)" \,\. ,J. . ~ 1, Cut all rnembera to bear, 2, Center all pla_ on both ~ of joint unleA X or Y locations are specified, 3, The 1ruse fabricalOl' is responsible to prcMde plating for handling as required. See Usage Guide, <l, See Table 3 for web lateral bracing requirements. P2'L.:;P TRUSS IS ~ SYMTlI CAl. . A800T t P1.~ ...S SPAN: L .Ipe'~ t ~ HYDRD-AIR- ENBINEERINGJNC. BOX 735!1, Sf, lOUIS, MO. 63177 . TYPE 700 2x'I BEARIII6 UIClfSS ItlTED IN TABLE 2 P7'~ +S TPI CODE 2'- 0" O.C. ! , 'J Design valid ClIlIy lllr use willIllyIlro-Air comeclQlS. This tIIlSS is des9led as iIII mivilllaIlIuilding aJllWlllIll . is to be R:llIllOOIIelI into a buiIdi1g desiIJI at tile Sl)eCilicatilrl of me !lesijner It saicl tluillirQ. Braci1Q sgecified is lllr lateral SllIJPOlt of ildivilIIJaJ tIIlSS IIIeIIIIlelS CIIIiy. AlldilitnaJ Inci10 oIlhe oweraIl SllllClUr8 may be IlIQUinld. For genem alJillanee see IlradDg WIlad T_". For SlllICifo:: II1lSS tracirlG reQUi'_ ClIIlaCl 11u~ lleSiIIlel. For iIIOlI11aIi:Il ~ ~. QUiIlily aJ1lIllI. SlOl3Qe. oelA-ery. ereclDl al tracirlG 01 lnlSSeS, CCIlSUllIlle 0lIaI1ly CllIItI1IIlIanaI" _ tile flr. J lied C. III ~ PracIice', 'Availallle IllIlII Truss Plate t!SIlOlll!, 741t RilIGS !load. Hyalls<ilIe, Maryland, 20783. 4/12 SLOPE PI PLATES SO PINE _ MSR-A~L SPECIES 30/10/0/10= 50 ~SF ~ 1.15 CHycIrOoAir En;ineering, Ine. '979 STATE OF WISCONSIN of Industry, Labor and Human Relations Buildings Division, Madison, Wisconsin [EELA, - 7 Et'lTNEh ~OC '()N ST. 53701: Wts, l.:D 2~,.. " If.Rey WORKSII.8T JOB NAME: LOCATION:' Ii ~/" ~ f OSi-h<oS /.i l WI '5't'l/) \ -. --~'---- DESIGNER: ZONE:_ DATE~&o . INSTRUCTIONS: This worksheet is recommended for determining conform- ance with the Uniform Dwelling Coders Energy Conservation Standards,' Dwellings may be evaluated by the System Design Method or the Accept- able Practice Method. Heat loss thru basement walls and floors where insulation is not required by code may be included in furnace sizing calculations at the option of the designer. System Design heat losses not exceeding the losses determined thru the code requirements by more than 1 % are considered acceptable. area calculations GROSS WALL AREA: ';)'7'/~ ~OUNDATION WALL ABOVE GRADE: ,qil ~x 1;)'5'~j4':;;ll;)'S u' ;J,7'!;). '''' ....;,J I~.?.x~ / 'J~)G'+ i 0 _ ~o ,,35 {O.~ v . -'___~____~.E~ 9-'1' . + /74 3$ l'(fk,G.7 I,;):J.~:I sq. ft. WINDOW (.AREA:Oglass size 0 unit size i>tl:5'~/1 ~ = 41,,8 ? ,~, . f/oh~~" 3!;.t. ,~ . ~1P,J,::-f;h&L{');/'I,;). , "r!' '''r'' .'- .... 0{ -iI <5;181$1'1:;; 3';, ;;.., I - II G <I/~ c,.. ." :::. SJ' S';'O, sq.ft. FOUNDATION WALL BELOW GRADE: 1-'3{1-' :; /~5x3 = 37.r:.; L/-atf:: /O)'Sxl ..: 1~5' )3CJ,Ce sq. ft. $00 _ sq. l't. FLOORS OVER UNHEATED AREAS: ) c;) I j od~'-!I OJ.. 7 /S DOOR AREA: ~/.?/I)(310!l;:;;. )1/35 ~ I e /I )( ;;LJ? J I .:;:. I'/,. '7;:;;;' P,\-iroPo "(C ..:; ~1',1 77, (" sq. ft. I CEILING AREA: NET (OPAQUE)WALL AREA: OTHER: a~r:s : q~:: ~7'b- sq. ft. . OTHER: o:.l:l.s sq. ft. /603.tfsqo ft. sq. ft, sq. ft. Forr No, SBD-5518 page 1 'V" VALVES INSTRUCTIONS: Calculate Rand U values using TABLE A-4 in Dwelling ~ Code Book. Separate calculations for systems having the same insul- . ationbut different interior or exterior finisqesis.not necessary provided the system with the lowest R value is used.in the'System Design or Accepted Practice calculation. jyc.'cJv ,all type 1 type 2 cav sol cav sol ~xterior film ,.17 .17 .17 r~--"--7-"-" . --.--.,.-.-- - Sllng sheathing insulation .__.'~._-_._~-- framing ___'.M______,_._.~ into finish interior film TOTAL R " U" = l/R d65' .057 101.;). , fdtn above 2:rade walls cav sol cav sol exterior film .17 .17 .17 .17 ext. finish ~- ....,:;.;.J\.'~l'i ~ - -- :nasonry gg !zs< SJ~ wood 'X /f3<-; ~ into finish ;/:J , ttc;.' ~.,,~- intl;)rior film .68 .68 .68 .68 ._-- -. . 1---- Insulation J I, t11) )() - TOTAL R j::J.lg C,;J.:3 ),73 11 U" = l/R .07& I I '$,,3 ,5713 ! raal type 1 type 2 cav sol cav sol exterior film .17 .17 .17 .17 --.--,------- ~- -_. ext. finish """'~~. -' insulation 3 W,01:,) 3~,32? framing xxxx 4.Z/;;' xxxx insulation '-==' )<.. into finish ,.1/5/ 4Ic: interior film .61 .61 .61 .61 TOTAL R ~fjf3t1 '3(", I IIU!! = l/R .63 d\3 atbe cav sol exterior film ext. finish /7 1_7 /......0. I ,'.;) ! .~ .:j~ ffMJ ''yIIC: I I. g'-) 02 f~g ~ into finish interior film I - _...---~ ~ .72 .~8 TOTAL R !!U' = l/R ,()5 I basement* 1st thru 3rd foot 4th foot below grade below grade to basement floor no insulation .288 .094 walls R 5 rigid board .d[J .063 R 11 fiberglass .07 . .048 w/ 2 x 4 framing floors no insulation .025 .025 , ,*. includes air film, wall, insulation & soil page 2 :S VS 'rEM CONSTRUCTION HEAT LOSS DESIO. heat loss in " AREA tf U" TD BTU per hour tyne ca v .J. ",!l!2~X J6J6) J;;'i!,~ , ~ .o5~ 5<5 ~~"3"&.S -- ----~-- walls 1 sol. ( . 9~6/1 x 15 %) tAli. ~ , () Ef1 &5 I Cooc:',a. type ~av~ 92.?' . x~) 8~,o 057 gs 359,2 2 sol ~ ( 97,.7. x IS %) 11.7 107.;1. SS /1;;).,5 type c a v . ( ) iI<< t;( ,'5 x C).3 %) 150.9 0"';11:;, - gt.; ~L/~~2 roof 1 sol.( l()~;;, 5 x -L.fo) 7/. & ~~ . 16:" J ;~, &, type cav. ( x %) 2 sol. ( x %) 1 above grade i'" A~5 ,,-;5 7$ 3'5 Go l<f 1.3 Fdt walls ,s' 11, below grade(3 feet) 375 ir 50* 2 A.o7.;). 13$0.00 3 Blass 1 windows 13c;,~ .5 SZ~ ~q33.c 2 patio doors 3Q,Q , S .;>. gS J 1?,3 ~ 3 daars 1 37.7 ,j <~q , )?f)' ~o/ $, 'I 2 . a~~4 !er l i;j'~ ...1 kA 'Cdu~ ~7,5 .6~ S'<~ III.... q 2 .. TOTAL &5')77/. ~. CODE COMPARISON ADJUSTMENT FACTORS COMPONENT AREA CODE I TD BTUH LOSS FOR WOOD FRAMING !1 Utf cc studs joists walls above fdtn ../:l;LJ. / ,/3 ' 2S J 9 /'J J 7,t'O ...-----"---.--.----.-.- 1211 ._ 20~ 14% walls above grade I~' g;l5 <' -------.------ .~ ,:;;.;; L.; ',/. 16" 15% 10% fdtn above grade J ;::; t:; .25 ge. ~ t;56..3L :.;; ~._- -. ----- 24tf 10% 7% fdtn above grade ~-~"""'~'-="'--' ~._----~-"-' -'~ ; fdtn below grade(3' 375 .20 :;-6 1: ? ,<S' c ,0 -------..---.-.. ---- roof/ceiling .it) d:t.~ .029' ~5 'Jr~o, I./t,.. --.,.-~---..~-~-',----_.._- ----_..--"_._---- ~. e'/'-'O,,- ~'^ jM~~ a,,''?h ~ l,e; I r::s t6S "'5 0.3 'i:' A 0--.... t:;, -\:;<::- ALLOWABLE ~,g'j~tf7, 7 HEAT LOSS c . ... .. . base COMPONENT AREA II U" ** TD * . BTUH LOSS . walls more than 3 feet .~ 50 10 !DeDt below grade , floors V *TD = inside temp. minus 20 degrees HEAT LOSS /{J page a **From table on page 2 .. ACCEPTED PRACTICB .. INSTRUCTIONS: for completion of acceptable practicre method, please refer to Uniform Dwelling Code, Chapter Ind 22, Energy Conservation Standards, Appendix Tables A-I,2,& 3. '4 WALLS ABOVE FOUNDATION \\TALL WINDOW GLAZING:[]Single w/storffi DOORs:Bnsulated SIDING'SWOOd(R .77) tJInsulated glass Solid wood alum(RI.82) [JTriple pane ninsu1 w/storm INSULATION TYPE: WINDOW AND DOOR AREA PEID1ITTED % ,,; GROSS WALL AREA(from worksheet, page 1) = ___________~--square feet. GLASS/DOOR AREA(from worksheet. page 1) = square feet. PERCENT WINDOH/DOOR AREA = glass/door area PERCENT WINDOW/DOOR AREA = glass/door area + gross wall area = % . .. - -' INSULATION TYPE: R VALUE (per inch) CEILING ~EQUIRED THICla~ESS(per table A-3): II in cavity _!lover framing FOUNDATION WALL wnmow GLAZING: Osingle Osingle w/ storm Dinsu1ated(doub1e) INSULATION TYPE: R VALUE EXPOSED FOUNDATION AP~A(from worksheet, page 1) = ~-;, (walls must TOTAL FOm~DATION AREA(inc1ud~s~bove & below grade)= be insulated PERCENT EXPOSED = Exposed foundcition~-~~~tofar"ratn' = to be in con- PERCENT WINDOW AREA PERMITTED(see Table A-2) = formance.) PERCENT WINDOW AREA(window area + exposed area) = - square feet. square feet. square feet. percent (~O per.cen t (%) -"c --c:-..c.."_____ _ _" IXI'lL TRATIOX VOLU}ffi CALCULATIONS: LEVEL VOLUME CON. TD A/C'" BTUH'HEAT LOSS I D C).~'ltA',C. 1$ Basement ~/~O .018 8-5' .60 (".;)57,7 1---' 91~() f.. ::<./1, g Level I .018 85 t~O - Level 2 .018 35 . coo ---'-"--- Level 3 .018 *AIR CHANGES. Recommended changes between .25 and 1.00 INFILTRATION (:< )16 9 j;)-- depending type construction, number of openings, HEAT LOSS on 10.. ALLOWABLE HEAT LOSS(from page 3) ---""'-_.__.__._..__._-----'....~~-----_......------ INFILTRATION LOSS(from above) ~~~9'7, 7 L~)<fG~~ TEELA - ZENTNER S I. 19 E pOO OREGON ST. ~ OSHI<OSH~ WfS. TOTAL DHELLING LOSS . J/6 .7/7. a. .. x 1. 15 weatherstripping, caulking etc. ,I'URXACE BASEMENT HEAT LOSS (from page 3) --------,~~_.~-_._-_._-----------.-- _. TOTAL DWELLING HEAT LOSS: ~O * Furnace output MAXH1Ul'-f FURNACE SIZE .tJi, ed.t./, 2 * Wt\\\~IIV\...~6v....,.) * FURNACE SPECIFIED III 4-r. 7 is,,,,, ThTl.4 I Vv\'P\.A..i 4-