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PLASTER CooLE.DGE 012.E 4 wDDEAl QVALITy ARE, ; THE.. STAN OArtd o12._ TN1_S OR. GiQs1AL. r.v)4 rtt -''.M '')1 t.. i rrtt - .o55 • PA I N T S o t3 TIL E. W R 1L Lt.' 13A TU S Ave TOP SrtzIP W ITN Q j N O D i -P o Ft-00m (f Z ` (2 J ' 6 EGTI oN ream PLASte12-.) SwARe INSID5. �oTt1l6ltas Room OZO C 1" ST rat PS)Oulito CGILLlt1Z9 STAN or. R ) GOM M RILc,AL 6RA OE. GoLo as To SE 5 Ef..E.c.TEo It/ ovoNg.r. SIAMOARO ACCESSo21 PLASTER STUCCO 'TNIS ZeM ?t2AC.T CALLS For 7E410 gel) PLASTER IN ALL StAcE.$ P..tc € 1 kITCNEN E'IATN(Yo µave. SMOo,a FINISH STRUCTUR AT4 r RI 412 Qoo tz. TO AT ARE MA R IC E.t> M •�'� $ Palm G licaouZ. E Smart$ 3" BIZONtE YNILESIkoLl) ER /4\11 . CONTRO 28 <AA`ToNC AN 57 RIP AL . AttouNf> , AT 11.7 tLt PLAT "5 °Vag NAME) ALL jell Mil, S Tfte.AT S ILLS 44. ENDS OF _ FLoon. JotSys WtT % % Ct.L Cora - SO C AS L1414TIN4 FW.TORF=5• :tN /SN NA2V WA RE- GARLAG►E. U oota% ARDWAI2%. TaRM: 5HU N\Qc01c11 CA13114 STS CI) ) Vaelk.TIAN g1.11 S ALL. 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Ctt2ou s gACN SIDE 7-4" PLANTED SToh ICT a, o R- r 1LA M E 9 A R +E 2aal# TYEo S o G p.�f1K Tti Pt cAL BASE - 11420 -0vY I S G(P 234 X3/4" MouLOe.D BoArzo 14e.yco Yoe E.06€ WITH STocfti 3/ c.v. S aotc . curTt. - tom AT1rz ( ERE . HowN . 214 ti,P rzA 'h.'. PLAMTV.0 ST09 I Govse OF t/a "x " Gy PRgs BUILT IN I1ZoN. J 15oAreD or." _ 'o Rc II IS 'S TO cAL IF Imo _ 'RoJ t tt ISYo q .� FINANCED ey A F H A N 5o1aEO L . N oA ll ALL ` 5Iat.ibNtAs Erto, of TN(S - AO MO 'Jr A LL 1)24 D e s- - To Qo ovum GLLaAN /Nd up •AT emo opt 500 Gv.N-r oAc WIMDO v S PV"! draw"l4 aart vtot. vst1e mks, th. have t:1�e stag secs C, rc cic., - ;�c rz... Pa t { .. . t Syr . 4 ls. , I F ' cp..s -a , The ..w Air +.;' T .'.. ±;,.:.Y..«�- .«.2'...- ,w•... ..;xnom:y.»nrw, ' x -3(23 s.0I ) 14 - -. S�t t2 G.4 '6,14 - .:li si :' S�QK G_z Z 'JL i24 e)'0, tF1y. r 1 b tt'j`` 4 t l. L J/ "� �±. rte '" i �. U 6J1 1.,14 . ' '� `. tom t; . cJ 1 ;%ta r Y. y. Rots' Y�A1tixCe:' may { :- t ; . `^[* j t f.:- - C . 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Ith r., M T4S1f k'1.011IDA = 54 / /3 "-■ -;‹ rj N T7 T - T -4. - t) — ' _1 -;) 7_ ' '/ '— o" — --/ 7/ OA1 ey / 1' _ o E NS et ASO Cf4ttf3 , I(C. E N'; i N r.,A. N w. 11.11 '..if,‘:=11, (..0 8111t 2c..31%.6 =)/ 3/ ) f-/ 3 5%) • J. 1 r ///}r.5 A WA///V a C 72 45 Ai, ,-- 7;L,/)/) „ ' 1-4 5 . _ 100 Z'O" G -3.5 Fitt 13'- C4 t btu 64.5 /PO.c 0 1 ibxl ,2'o 5-3.5 x 0_4 titre G. 6.5 ,iw.M1 I_ 4.0" Col. I -10 6063 -76 Panel G -3 5 C-4 Ihru G-6.5 B x ntm �� Span ExLFp. CASE I (Semple Span) Span Span Mr.Fig. .140" Cc 1Jmn- 5pan t. Fig, CASE 11 (Double Span) -Panel Ext. Re-" CASE HI (Three or.nore Spans) ■ !. H F- 6 060 "Av. 4.0" f ,..I /2 5'• t 125" I-8 6063-76 3'- 0" 4'- 0" 5'- O" 6'-o" 7' o" 8' - 0" 9 = 0" / O =0" 11' - - 2 =0" 9'- 0" /0 =0" O" /2' - -O" ,070" 4 0" OV BE M NEL LOAD ON BEAM 6 4'/0" 4 3 � `3 ' 6=9" 6 -0" 7'- 0" 8= 0" 5 =b" 6 =2" 1 Do" 3.0" 1. 125" 30" j I- 7 5'-6' 6 =9" Tye 6063 -76 8 - 4- ("063-T .066" "ANEL LOA ON BEAM 6 /0 =0' 4 ' 1 " 4 -8" 5=8" 4= -6" 5 G -3.7• C4 0 -6 I-4 r-6 1 -7 3= 0" 5=Z 9 =5" 11 =8" /3 14 17'1/" 4=0" 4'-.5" 8 =1' /0 =0 "// =4" 12 /5 5' -O" 4' -0" 7,5" 4 6 =0" 4 =9" 5'10" 6 8 =0" 6 =2. 77„ 5 6=5" 5 -0" 6 =2" 6 =6' 7 8'- /" 7' -0' 7=9 m 1 - P 6063 76 BEAM SPANS (C /ear Span in Feet) 300" 1- 4 6063-75 �. 5.0" t 094" ,094" /25" T { 3.0" I -6 6065 -76 .066" BEAM 0-4 G I-4 II- 6 I -7 I-8 8=/1" /0 = //" 12 15'4 " =4 "23'-4 7' - -7" 9 =5" /0-5' =7' 14'- 0'/6' -7" 21 =2" 6 =11" 6=7" 3 1 10 =9" 12=1/ 19 =5" 6 7 = 0 8 9 =/0 12"O'14=7'18=4" 5 -/0" 7'2" 8 = / " 9=1" /1=0 "/3'6 ":6' -1/" 5 6" 6' -9" 7=8" 8 =5" 10= 4" t2 =7" /5 =9" 5 6 7'-2" 7 9' 8" 1(' 10" 14. 4'/0" 6 6 -'/0" 7 =7" 9 = 4 "/I' - - 4" 14=2" /0' 4'-7" 1/'6' 14'0 /7 5 =8' /0" 6063-76 - M I 7' 2" 8' 9" /0 8 " ;,5 5" 4=4' " 6 =l /" 6 x'2=1 / "F4, 2" 8£.4M I -8 1- 1010 6.5 5 9=1' /0= 4 /1=4" 13-' k7" /6 -f0 ' 21=2" 8 =3" 9 =5" 10 -5 +} 12 =815 -6 19 - -5 7 5 9 = 7 " 4'�I7 - -'1/" 5 =9" " ' 7' -2" 8=1" 8 = //" /oil' /3 -4 5 =5" 6 7 =7" 8 " /2 -6" 5 =2" 6'4" 7.13" 8=/" 9- 2=0" 6'10" 7 3=4" 6' -7" 7' -4" 8 3 EA M 1 - 4 1-6 I-7�1-8 1-10 /4' -J" /5' -6" 18 29=0" 9'3" i 3 /0 = 7112'-0 "�/3' 6" /6=5 "' r, 0 "25'2" 9=0" t3'7' 7 - /0" 9- 8' "l /0 =!I 2 =0' /4= Y 22' 7'2" /t' 1' 7 =/" 8 - 9" 9//" /// =0 "13 =5 "i6 -5 "; 6' 6" 9=/ "1/0 =2" 12.,4"1115, 1„I}/8 =11„ -/" 5 =7" 9 5 =8" 7 8=/ "' 8!//' 10=10'13=3' I:6'8 5 -4 7 =8" /0 =6 "le=,9" /5 =i/" .5' 1" 9.10# /2 115' - -e 4'- /0" 9'-5" I //= 6' "5'" 4' 8 " /23 " C- 4 6063 -76 /55 2,!/0 27 8 -9' /4 - 161 i8 =k0 "23'9" 7 1 7" /t.. io" 6=9" //, G .. 6 , 2 " /0 _ 6 -" /1' / /0' 3" 1 3' 1" r' 2 7' /0 ro j4 _ I 1" /2G10' Coverage TWIN-VEE PANEL 14 " ALUM /NUM (3003- H16) -, Pone/ 1. 027' Panel STEEL (YS' 40 ksi) 56: 1375' 200' "2001 200' Pone/ 1 -1= 24go. 20 °or 30° PI ojeclion 45tor 7i bolt - for Wboil �239� .049" /8ga.st/ ./34 sl /. 3" SQ. COLB CONNECTOR COMPONENT MEMBERS amew STRUCTURAL PANEL SPA NS (C /ear spar? in Feef) Pone! Ve - Sp o o Beam CASE I (S,mp/• Span) Ponel�)� �x S - P" -- 177 53 Span Spon Leto,* CA ..JE if } (Doubts Span + span Span. Span Spa CASE (Three or mo, a Span/ !�F span + cant , eam Spa Con'. CA SE .1.1Z PO40/ ..„ ,, � p soon + cao " Pone / "1 Cont. Span Cant f 1 "1 CASE:I 2'O" 9" -7 11' 4" 2' " IO 0" )e_ 9 3 =0" ,0-7' /2 - 2" 4:o" 11=10" 13" 4" Indicates panel load on beam, 4 6" V� t__„ 1.3 =11" HANGER SUPPORT SCHEDULE Hanger Pipe A1um.HOnger Pipe t31� *{ /+ 0D. 1 4 " /8 o • jI .036 A/, 1 .134" H 4 tt /Oga. sN, /.B SO.COL.8 CONNECTOR FASC /A CORNER" CONNECTO/7 .027" 027" I ;040" 9=9' •0272 44 0'" "T =O° e ?o" 10 =8" l=6" 9 . 0 " tO r VO a- 2 "0" 9' 2" (1 0" 2 =6" 9" 4" 3'-0"j9-8" ( 5" 3 =6" 1 0 = 0" {/, 8 " 4=-0" 4!6" B 027 _ " --_ 8 =l /" /- 6" 10 =5' 7 - 1 0" 12 5„ 0 4o" tor o . 9'2" 11=0' PROJECTION 20° Un,verso/ Eye End Unrversol Wall Brockel- 1 ROUN0 COL. A CONNECTORS ou /s'de C•ner- STEEL 24 go. /1=8" 30° HANGER SPA. PIPE SIZE NANGERSPA. Strut Mount 4' -O" /0 =0" L /" 10 =0' 5' o" AY- o" 1" 10' - -O" 6' O" /0' -O" /" 10 7' - - 0" lo' -O" ,!/4- lo' o" 8' O" I0' -O" /4' /0=O" /0'- 0" / %" /0 o" /0' - -0 " -- /0'- I %" /O' -O" All peesho9 a stee wifrnn I 3a7ee except o /unworn hanger pipe maybe used for the 1' case . T Mete BM k __9 1 . 5 • CAMEL BACK 10 20 40 60 80 100 /20 /40 /60 m 8'- O /.8" /.8" 1.8` 9'- O" 1.8" /.8" 1.8" /0'- 0" 1.8" 1. 8" 1.8' Poor / N6 02 wills '/2 "sod ccver. FOOTING 0/ without so,/ Cover. ea. way center 4.5" I '�' .10" ADJUSTABLE HANGING RAIL /96" /O '�f` o- /=9 "x /'- -9" 2=6 "x 2' - 3!6'x 3'- 6" 4=4 "x 4 - 4" 4=4" 4'-1/" 5 =6"x 5 =6' 6=0'x 6'O• 6 -7 "x 6 =7" 7'O "x 7 -0" / 80 7'5 "x 7 =5' 9' - 0" ! 2.5" !2. 5' 2.5" 2.5" I 3" / 8" 3" 1.8" 3" 3' 3" 3' NOTE: See Component Members for column shapes above. Heavy duty flat scroll col may be used for 3 '"col Provide concrete corer when col is a pcsed to sod - Typ. column (See Schell) � F -6.5 2 4z /2`Dowe /s /SOLATED FOOT /NG DETAIL 1.8" Sq. Co/ 036'4/ 050 - 3003 -H /6 100" r7 5' /" I- /0 G -63 e- 4 /Z'. 7" 6 -5" /p' -10 5 =10' 9'-//" 5 =5" 9 e'- Z" 7=5' 7' *' 6 -9" 5=4" 2• 15=9" 5=1" e` -/" 4 -10" 13=9" 4=7" 7 ' 9" 0 4=4" 7'5 Pone/ Sean A L UM /NUM .027" 8' -e" 0 - 8" 13= 4" 24Q 7. 2 4" 1P: 8" 13=2" 13'7" 14=2 1/4'-9 PIPE SIZE /" /74" / 7'" / /SOLATED FOOTING SCHEDULE ?AREA OF ROOF. FOOTING # / FOOTING #2 ON FOOTIN6(410) (w /o so// cover) (with /2 '$01/ cover) !Area of 'colon Ngs.•Pane( toad on beam X Beam span (For lnter,or Footings ) ran Pone/ 1 /ad on team X Ye Seam span (For £s /error Foo/mgs 8' -O" !2.5 "12.5" 2.5" 2.5'12.5" 3" 3" 3" /' -8 "x /'-8" I = - / / "x 1' -1 /' 2'-9 "x 2= 9' 3 =4 "x 3' 4" 3 =/0'x 3 =10" 4'-3'N 4'- 3' 4-8 "x 4'- 8" 5 =1 "x 5= /" 5 =5 "■ 5 =5" 5 =9'x 5= 9' FREESTANDING COLUMN SCHEDULE ( 5004.4£ coLUMN) , deem co. 1 �8. 0 "� /0'-O'/2'.0' ,'4= 0 " /6= 0 "18' -01 X0 "- 0122' -0" 24 =0' .h'tgh' 3" 3.5' 3.5" 3.5" /0' 0" 12.5" I2.5" 2.5" 3" I 3" .VOT All columns hate o ,nm.thickness of s /a'• A COLUA4N SCHEDULE ( soApreenR STAND. RoUNO COL.) it ea Col. -- --QV. ) /0 20 40 60 80 /00 /20 /40 /60 180 Height G -3.75 ,Pev. //5066 6. 0" L8'Sq. Col. HEAVY DUTY FLAT SCROLL COL. OE5161/ CR /TER /A: The.NAVACO Canopy wos designed and tested in acco, dance with the Metropo/ lon Dade Ccmnty eu /idmg 0e/4 Po/rcy for plan/ produced pie fabricated Algid Awnings, Canopy Shutters and Canopies doled Oct 10,/950, Dosed on the Sru/A Florida Bur /ding Code. L/ve Loud. .. . -. JOpsf Wad Lood (Up/rf/) .}3p s f4ind Lood(hbryon Sofety Factor (S /n•clur / d mom. /- 18 2 6psf DEFLECT /0N L/M /TS: HOWMET C ORPORATION 3061 Y.W. 7 th St. Cate: 7 -26 -66 Mon Members %80 Secondary Members LBO NOTES: / /4d Alum. sheet shall be 3003-H/4 and all ex trus,ons 6063 -75 unless otherwise noted, 2)Pfost /c Roo/ Panels o, a e/fruded,r,gid polyvinyl ch /ortc's, monulcclured by Navoco D1 e. with se /Lex/mgu,sh,ng lers res Every 41h Structural pone/ maybe vinyl. 3 /A11 screws and bolts shall be stow /e$s steel, hot d'pped got sleet or A/um. o/,'oy 2024-74. 4 )Conc , ete shot/develop a men. compressive strength o/2,500 psi otter 28 drays, 51A 4" concrete slab reinforced with 6.5 -to /,O mesh and 8 r 8 " tuft ea' down loo / /ng writ 105 may be used ,o plot* o/ /salo/ed Flgs. Provide /8 cube conc.°, ee. column. T WIN VEE -PANEL CANOPY 0 MARQUEE SCHEDULES NAVACO 601 Hall Street DIVISION Dallos,Texos.75226 STAN WEEKS do ASSOCIATES, INC. ENGINEERS Sheaf I of 2 Mtomt�tort Job no. 6665 -3 C4 1Hu 563 3 0' max. G -3.5 2 =0 max. C-4 !H 3 -0" max. max G35 x0" .11 May be attached or freestanding Vor es (See Schedule) TYP /CAL PLAN (CANOPY N CO /umn Boom Spon (See Schedule) Beam 1 SINGLE SPAN / Co rums _� Be0,I Spon (See Schedule) Beam/ Do. 4 DOUBLE SPAN L Beam Span (Ste Schedule) ' Beam D0. J,. 7_Co/umn� D0. Hamner dr. nail .n conc. r /4'x or Log screw m wood spaced /6 "c -c m0V1mum THREE OR MORE SPANS ` TYP /CAL ELEVATIONS (CANOPY rAdjustable hongrog rod '8 bo /I and nut ro7 6" c -C I6 Sh'S _ Panel 1 1'8x5? Bo / and nut 6'c -c. 66 orG r S .. /5OIOled foolmg (5re 6,n ,d.4) TYPICAL CONN. TO E.X /ST STRUCTURE 7 G6 4..4 bo //s 0 1(W /2'c c v/06 S.M.S. i ( -Pone/ . -- " e /2x /e'S.M.Aor %' R,vel16'Ce CI p / @ /2'ac wf SM5 Panel- #12x% "SMS O11 1 vela o 6'C-C°' 1 G 2.4' bolls Pone/. / 4'0o /1[3 18; #-/2. t 5.M 1 or ,Yl /lel((6 c-c 2-s/a'tots eo. side-/ ' Column.., IO ga.sU. LI Conn. 2- %" Bolts I.B"or 3'5q. Steel Column ( Novoco Coll LB or3' Sq. Sleet Co /. (Novoco 1. h Cnp.t /rc1,l2'cc w/ A' 6 S.M,S.. , Pone/ ,I21 S'S.MS or Ye' meta 6'c -c G6 3 /4'Srl strop 2 -re' bolts -1 2' . 2% Y 9 " L ) 3"/g. w/3 - rd' bolts �to team nod 4 Star Tamp,' • / 4025 or equal to conc. TYP. BEAD / CONN. TO WALL dram G-63 I.8' or 3'Sq. Steel Co /umn (Novato Col.) 6.5 /. B'or 3' 5q. Steel Col. (Novoco Col.) C/,p eel ;a7 /2 c -c w /el6SMS f Ch0 0/f /2'c -c w /A6 . S.M S or - 3'n , N 4d 6'O r t - 4=0' e12s 5<'S. MS 01 *rive, 66'c c 474' Bolts 2 - 7? Bolls 1!e" -c ..a 5-6.34 1 Brom 4- s/6"bol s Column. TYP /CAL SECTIONS THRU BEAMS 8 COLUMNS Varies F/osh,ng - Pone/ ( See E /evonon r i- r -V4 by /t s PLAN ELEVATION a 'tom - r /vtl(&6 "c -c s/a g oreo or rd, set ddbn� 50/ -1 opu - _l Connec tor} lB's 3' So. Steel Col. (Novoco Co/) 1.8' or 3'54. $Ice/ (0/. - (Novoc CO /.) C / `,//( /2c -c ' l w/.# B S.M. S. 12=0' for G-65 , 4=0" 14' - -0' for G- 6 1 -C4 5-6.5 t Beam 4 -3'e' bolls 74" steel plate-- - Column *, %'p /ote 4. " 3'Novoco Col. 3'S /L Co/. (Novoco Co/) 4 4- 4'bolls Connector 2-Who's 2 -)(? boils Connector 1 Y4'bo// - rtYt /� stoppered. or � "se/ % pr, /din 5cre ws, .75'x .75' x.125 "L w #r0 5MS 6 -6 2- WboIts- 3'Sq. Steel Column (Novoco Col ,75'x J5'r )25' w/ #/O S MS C4� 12'c -0. G- 6.5-- - - Novoco Co/ -- 4 -tea 8 Anchorbo/ I s 1 40% o/ Hanger Spoc np ? - s's'i 1Ye'SW romp,' / 4025 for roof aril pa cokup to 803.E aft /e%B'Wlf ak /n co�f t ar /80 SF /.8 "S//. Col. (Novoco Col 2 'bolts wry SMS 4-7/bolts /0 g4 sl/, (1 cone. (bp # (a] 12"C-0 w / #6 5MS Pane/ TYP /CAL PLAN ' (MARQUEE) CORNER CONNECT IONS Panel 4/,4%s"5M 0/ %rive/snq 6 go plat % Or %B' rivets nor 6"c-c. 4 -' bons 1- ,4 "bolts V0cre5 4 De 40% of -_- - Hanger Spa. 6' 6. or 6 - 125's %8 ong. w/ 4 Ar /0 5 M.S. eo. 140 ( - - 3'Novoco Col. 2- 4 it 12'Oowe/s LJ 2 8" 5q J . FOOT /NG DETAIL Universal Eye End or 6 6.5 Projection (See Poor, Schedule SIDE- V /EW Hanger Pipe Strut Brothel s /a boll Strut Pipe Strut Mount 5 G-6.5. Ad/ hanging rod or /eoder. TYPICAL SECT /ON (ALUMINUM) Un'verso/ Woe Bracher_ __ 2-4 bolls Universal (s End , bo /l Comeback- Hanger Pipe 6 5-6.5_ h on mg roll o TYP /CAL SECT /r 50 0600, ON (STEEL) 6-6 or 66.5 2-Ws 1 /4"Star/ rompers 4c sfo, ' pro S( ',ens u0 to 2 4 /s /01, prove. 6 to /0 - Come/bock f'4'1 Ir' bommerdr nod(8 /6 oc TW/N-VEE PANEL CANOPY 8 MARQUEE DETAILS 11 OW M E T CORPORATgR . N AVA CO DIVISION 601 /4011 Streit Dallos Teros 75226 STAN WEEKS k ASSOCIATES, 1NC. ENGINEERS 3061 N.W. 7U. St. Gale: 1 -26.66 N,am, • Florida Sheet 20(2 Job No 6663 -3 • 2-4 Dolls S1,u/ Mount 2•% ' bolls 56 sob cylinder w/2 cap screws Came /bock Cats I Drucker • mser/ re'x4' sfl. gussets we /de to docket. 4 -l ie • Dols to foxto,- /s'b0/I lO p'pe- r 1 N rj I5° L ° \ 10 qa ° 01I LO 150' Pa G ►:� ass } 1/ �vN u 77acLo 7 77/6 k 13.00 4'47 - / 4 4 / k_ ;Q2/ 4c 7 ,off C-?Cc 5'x,57- Lci7 3 1 ; ; 4 1 T N &r A, Ier e lah,A % -: �� N.. A - `\ : -.. , fi rj I5° L ° \ 10 qa ° 01I LO 150' Pa G ►:� ass } 1/ �vN u 77acLo 7 77/6 k 13.00 4'47 - / 4 4 / k_ ;Q2/ 4c 7 ,off C-?Cc 5'x,57- Lci7 3 1 ; ; 4 1 T N &r A, Ier 1 Lennox Objective Guide to Installation Comparison ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** AFFORDABLE AIR & HEAT, INC. 515 N.E. 190TH STREET MIAMI, FL 33179 (305) 940 -0777 ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 07/22/99 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 1 1 TOTTEN RESIDENCE PREPARED FOR: MIAMI SHORES BLDG. DEPT. PREPARED BY: AFFORDABLE AIR & HEAT, INC. FILE TITLE: TOTTEN DESIGN TEMPERATURES (DEGREES F) WINTER INSIDE 72 WINTER OUTSIDE 47 SUMMER INSIDE 75 SUMMER OUTSIDE 95 DAILY TEMPERATURE RANGE INDICATOR L DESIGN GRAINS RELATIVE HUMIDITY 103 DEGREES NORTH LATITUDE 25 SUMMER AIR CHANGES PER HOUR 0.4 WINTER AIR CHANGES PER HOUR 0.4 ROOM - 1 WHOLEHOUSE IN ZONE 1 57 X 36 AREA BTUH BTUH SQ FT LOSS GAIN WALL 14A 8 INCH BLOCK NO INSUL UNFINISHED 333 4,246 3,448 OVERHANG = 1.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING -N 9 260 198 TINT -PLAIN SHADING - DRAPES OR BLINDS SHADING COEFFICIENT = 1 REVEAL = 1.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING -N 20 578 440 TINT -PLAIN SHADING - DRAPES OR BLINDS SHADING COEFFICIENT = 1 REVEAL = 1.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING -N 25 722 550 TINT -PLAIN SHADING - DRAPES OR BLINDS SHADING COEFFICIENT = 1 REVEAL = 1.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING -N 48 1,386 1,056 TINT -PLAIN SHADING - DRAPES OR BLINDS SHADING COEFFICIENT = 1 REVEAL = 1.0 DOOR 10D SOLID CORE 21 242 196 WALL 14A 8 INCH BLOCK NO INSUL UNFINISHED 210 2,678 2,174 OVERHANG = 1.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING -E 9 260 521 TINT -PLAIN SHADING - DRAPES OR BLINDS SHADING COEFFICIENT = 1 REVEAL = 1.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING -E 48 1,386 2,757 TINT -PLAIN SHADING - DRAPES OR BLINDS 1 TOTTEN RESIDENCE 07/22/99 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 2 AREA BTUH BTUH SQ FT LOSS GAIN SHADING COEFFICIENT = 1 REVEAL = 1.0 DOOR 10D SOLID CORE 21 242 196 WALL 14A 8 INCH BLOCK NO INSUL UNFINISHED 268 3,417 2,775 OVERHANG = 1.0 WINDOW 10 SNGLE PN CLR GLASS METAL FRM FACING -S 128 3,696 2,816 TINT -PLAIN SHADING - DRAPES OR BLINDS SHADING COEFFICIENT = 1 REVEAL = 1.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING -S 48 1,386 1,056 TINT -PLAIN SHADING - DRAPES OR BLINDS SHADING COEFFICIENT = 1 REVEAL = 1.0 WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING -S 12 347 264 TINT -PLAIN SHADING - DRAPES OR BLINDS SHADING COEFFICIENT = 1 REVEAL = 1.0 WALL 14A 8 INCH BLOCK NO INSUL UNFINISHED 267 3,404 2,764 OVERHANG = 1.0 DOOR 10D SOLID CORE 21 242 196 CEILING 16D LIGHT R -19 INSULATION 2,052 2,719 4,350 FLOOR 22A NO EDGE INSULATION 57 1,154 0 WINTER INFILTRATION 110 CFM 3,016 SUMMER INFILTRATION 110 CFM SENSIBLE GAIN 2,412 LATENT GAIN 7,681 L PEOPLE 4 SENSIBLE GAIN 1200 LATENT GAIN 920 L TOTAL FOR ROOM 1 STRUCTURE TOTALS 16,416 CU FT 2,052 SENSIBLE 31,377 29,370 LATENT 8,601 L 16,416 CU FT 2,052 SENSIBLE 31,377 29,370 LATENT 8,601 L MINIMUM Cooling Capacity needed is 37,971 btu at 95 degrees outside and 75 degrees inside Maximum Desired Cooling Capacity is 43,666 btu (115% of Total Load) 1 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Version 92.12 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * This Heating and Cooling Load Computation was produced using the procedures * and tables of the Air Conditioning Contractors of America's Manual J, * Seventh Edition. The accuracy of the calculated loads depends upon the * accuracy of the data used and the accuracy of the Manual J load calculation * * procedures for the given conditions. No warranty, either expressed or * implied, is given by Lennox Industries Inc. with respect to the accuracy * * and /or sufficiency of the information provided by this report. * ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **