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1989-019 (2) TOWN RE a�VEDSBURY FEB 2 8 1989 I13LDG.&CODE DEPT. 1F1BM GLASS 3HNGLE;�) - _ . 9 as =- a FRONT El FVAT10N SCALE:i4=1--p wthm Builders, Inc. I*#Z' EW Y0RI: STATE ENERGY CONSERVATIM441 CONSTRUCTION CODE PART 6 11 ORi;SHEET THERMAL RATING MiETHOD ONVE- AND TWO FAMILY BUILDINGS BUILDING GROSS FLOOR AREA 1,248 .5 _r~ ADDRESS NUMBER OF STORIES _ � - DEGREE DAYS 9000 COMPdTRACTO? . ARCHITECT OR ENGINEER 0 001 0911.UR.5111uC' - 394 ,, �NfN�C7Ap.Y1 N Y 12-� TELEPHONE �a - 1dS6 If the. building &%es not meet the follo�A; ir:g -pre-qualifying conditions . Part 6 of the Energy Code may not be used . YES 1410 Building is one- or two-family residential . f Building is detached . Building is less than 5 . 000 gross square feet . 1 Building is three stories or less in height . Entrance doors have a storm door or certified U value of . 40 or less . Glazing area/gross wall area is equal to or less thanz 24% if 5. 000 degree days 23% if 6 . 000 degree days 20% if 7 . 000 degree days 18% if 8 . 000 degree days 16'% if 9 . 000 degree days If all of the above conditions are not met . either PART 3 . PART 4 or PART 5 of the Energy Code must be used . DIRECTIONS: For each component of the proposed building design enter the design information requested such as Areas . "U" or "R" Values . Additional lines are provided for designs with more than one •component construction type . Obtain thermal ratings for each item by consulting the appropriate Tables . A. ROOF/ CEILING Obtain Thermal Ratings from Table 6--1 , 6-2 , 6-lE or 6-2E depending upon degree days and heating type . Area: 2 U-Value: qua-re Ft. 7Eermal Rating Area : U-Value : Square Ft. Thermal Rating Be NET WALLS Obtain Thermal Ratings from Table 6- 1 or 6- 1E depending upon heating type . Area : U-Value : . Q4 S1 -75 Square Ft . Thermal Rating urea : U-Value : Square Ft . Thermal Rating Note: Net Wall Area Gross Wall Area minus Basement/Cellar Wells . Glazing ' Areas and Door Areas . C. GLAZING Obtain Thermal Ratings from Table 6-3 or 6-3E depending upon heating type . WINDOWS Q Area of Glazing : f U-Value : +� Square Ft. Thermal Rating Area of Glazing : U-Value : qu�are 'fit, Thermal Rating SKYLIGHTS Area of Glaring : U-Value: Square �Ft. Thermal Rating Dl . FLOORS Obtain Thermal Ratings from Table 6-1 . 6-1E or 6-4E. depending upon degree days and heating type . Floor Area :_ U-Value•. NA Sq . Ft. thermal Rating D2 . BASEMENT/CELLAR WALLS Obtain Thermal - Ratings from Table 6-4 . 6-5 . 6-6 or 6- 5E depending upon degree days and heating type . O1•:all Perimeter. H Linear Feet Exposure Above Grade: `T Feet U-Value of Wall ! Depth of _ 4:all U-Value Below Gracie ! Inches Thermal Rating 1Kote: Use the above grade U-Value of the wall . The Thermal Rating Tables have been designed to take into account the insulating effect of the earth . D3 . SLAB 114SULATION Obtain Thermal Ratings from Table 6-7 or 6-6E depending upon heating type . Slab Perimeter: Linear eet Insulation R-Value: hermal Rating E . INFILTRATION CONTROL Obtain Thermal Ratings from Table 6-8 or 6-7E depending upon heating type . If the building does not meet the following conditions. enter NA (Not Applicable ) for Thermal Rating . YES NO All windows have an air leakage rate of 0 . 35 cfm or less per linear foot of operable sash crack ; All net wall areas have an infiltration barrier; and A heat recovery ventilator. which transfers heat between the outgoing airstream and the airstream entering from the outside * is installed . Conditioned Floor Area : _ �� _ ( Shall not include square Ft . hT erma3 Rating basement/cellar floor area ) F . SOUTH FACING GLAZING Obtain Thermal Ratings from Table 6-9 or 6-8E depending upon heating type . If the building does not meet the follo%wing conditions . enter NA ( Not Applicable ) for Thermal Rating . YES EJO The building is no less than 1 . 250 square feet in conditioned floor area ; At least 45 percent of all glazing faces within 30 degrees of true south; All glazed areas in buildings are no more than U(glazing ) *K 0 . 580 South facing glazed areas are free of any site . obstructions during the heating season ; and An area of four-inch thick concrete or masonry is exposed to direct sunlight from south facing glazing . The area of this concrete or masonry shall be no less than three times the area of south facing glazing . Conditioned South Glass/Total Glass . 'X Floor Area : Square Ft. ( See Above ) Glass Area/Gross Wall Area: Thermal Rating SUMMARY OF TOTAL THERMAL RATING If the - Total Thermal Rating is �zero (0) or greater; `.theLL ' oposed design for the building envelope complies with the Energy Cade. THER14AL TABLE AREA U—VALUE RATING USED A . ROOF/ CEILING Type 1 Type 2 B , 14ET WALLS Type• 1 16 - 1 = Type 2 .�. ^. C. GLAZING Window Type l Window Type 2 Skylights . Dle FLOORS D2 . BASEMENT/CELLAR WALLS Wall Perimeter 140 Feet Exposure Above Grade d Feet Wall U- Value Depth of Wail U—Value _ ram Belaiw Grader Inches _ u . 1)3 . SLAB INSULATION Slab 'Perimeter Feet ° k r� Insulation R—Value #y E . INFILTRATION CONTROL Conditioned Floor Area OWNS Sq . Ft. NA ' F . SOUTH FACING GLAZING South Glass/Total Glass Percent G1 . Area/Gross Wall Area Percent Conditioned F1oor 'Area Sqe Ft. TOTAL THERMAL RATING �` 1 Town of Queensbury Building & Zoning, Department Bav and Haviland Road R © # i Box 98 Queensburv, NY 12801 To Whom It Mav Concern: The new horne to be constructed on Lot li ,�+�./-!'©+f�SF / •F� � +Q will be constructed with a side load garage. No structual changes will take place. to achieve this. The attached plot plan shows this situation . if you have any questions feel free to contact this office. Sincerely , � e m"j1r Steven M . Masullo 5MM1ta Bpi MD r Builders, Inc. 3049 Broadway, Schenectady, New Yorx 12306, ( 518) 370- 1058 Town of Queensbury Buiiding and Zoning Department F3av and Naviland Road, R . D. # 1 Box 98 Queensbury , New York 12801 To Whom it May Concern: The new home to be constructed on lot No. 676 1Mj1J&_V44/f1 F' LW will be constructed as a reversed plan . If you have any questions feel free to contact this office. Thank you. Sincerely , Carmine L. Masullo CLMIkt all, ar ullt ► ,qIV, Builders, Inc. 3049 Broadway. Schenectady, New York 12306, (518) 370- 1058 4v1j=1S"SMASULLO #16745I3-WiNGSITI 09 - I9- 19a �3 _ , ~^•. B-0i DES . BY ; RPF CIIK , BY :'bF TP1 -$5 ANALYSE; a �� "pfC�lrr" iniii r# t �' r0 ^ rr 4 •17tr 1�'t 'VF i,,,r,.. Ji,+'Lrl4�Y#F t �+ ?:s•. OA t" fy (1 A rink w+ f4 TOP CHORD LIVE LOAD 50 , 00 PSF LM PLATE SERIES : LDVM= 1 ,t4�'t � ~Tsw �`'�� f°"""' , *' yor z.' *: i11 S em 3 N111 TOP CHORD DEAD LOAD 10 , 00 PSF T 20GA 219 PSI GROSS " ' '9'' i�°� � • BOT CHORD DEAD LOAD 5 , 00 PSF K 1 $GA 200 PSI GROSS f' t'P .P u�r v a`:•� fNyta,:w� '!ant1�` •� jf115'•�;ry TOTAL UNIFORM LOAD $5 . 00 PSF 'Rrr` * . rr ..,...:�tr libr;llfsf rbraLti LOAD DURATION FACTOR I57`. TRUSS SPACING: 2 , 00 FT , CENT Ell'; fuzo" TI 2X4 SOU PINE #2 ON KO 15 REACTIONS : VERT . HOR , MIN , BRU . Bi 2X4 SOU PINE 42 ON KO 15 1 1411 0 3 , 50 Ill, FLAIL SIZES AND GAGES SHOWN ARE CONTROLLED BY W1 2X4 SOU PINE #3/STUD KO 15 5 1411 0 3 + 50 IN * TRUnS FABRICATOR PLATE INVENTORY + TOP AXIAL BOT AXIAL WEB AXIAL WEB AXIAL MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR 1 - 2 -3151 TI 5- 6 2m B , 6- 3 800 W1 $- 2 -966 W , �ELEVl1E BUILDERS SUPPLY,2- 3 -2199 TI $-. 1 2985 81 $= 4 -966 W1 -219 9 TI 500 DUANESBURG ROAD 4- 5 -3151 Ti i SCHENECTADY, NEW YgRK 12U II ' -0 " 5 ' - 10"- 14 50 - 1 "-2 5 ' - 1 "-2 5 ' -10'- i4 �G1 ' per QJ eX jeD pC �. 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T/l r, t MI _ CA in rirrf _r�T n ms[s LUS Cn rr I�S'ltwlM" �..� LUMBEF •E CUM1 NY a1}y is 1+Ir,Lr rt. lor rtn . src{tr�s RII +� pleats ryl ..Ly_� 1r.a�r wn �� rn.tta nllnueY l..i1T loin .itry T�LLfl llf f; Itr:l#;1 ,It#+1{At[y *lltl&oo r•T JF`A lI •:E1 rI! 801 -MO890208-023 MASULLO 031260 WARREN HIP WHHG6 02-08- I989 .,, "'FCOH�a, "•" 31260 DES , BY : OTR CHK , BY : TPI -65 ANALYSIS RKN o TOP CHORD LIVE LOAD 100 , 00 PLF LM PLATE SERIES , LDVM= I sa.fl#at a ro t«'• TOP CHORD DEAD LOAD 29 , 00 PLF T 20GA 219 PS1 GRASS ¢{� k *°YNMI 0 * I BOT CHORD DEAD LOAD 29 . 90 PLF K t6GA 290 PSI GROSS * "• �„�# � =oi '' 'r= 16 TOTAL UNIFORM LOAD 00 PLF TRUSS SPACING: 1 , 00 FT . CENTERS ft4 w� ���o It LOAD DURATION FACTOR 15% „w�� t ADD 'L VERTICAL DISTRIBUTED LOADS ( PLF ) VERTICAL CONC, LOADS ( LBS) a-4-5-6-7 120 3 , 7 500 THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY Ti 2"2X4 SOU PINE 02 ON KD 15 REACTIONS : VERT . HOR , MIN , SRG . FOR THIS DESIGN ONLY , OTHER DOCUMENTS WHICH T2 2=2X4 SPF MSR 2100E-1 . 8E 1 3400 -0 3150 IN , MAY BE INCLUDED WITH THIS DESIGN THAT 00 NOT oi B1 2-2X6 SOU PINE #2 ON KD 15 9 3400 0 3 , 50 IN , BEAR MY SEAL , HAVE NEITHER BEEN PREPARED BY W1 2-2X4 SOU PINE W STUD KO 15 ME NOR UNDER MY DIRECT SUPERVISION , PLATE SIZES AND GAGES SHOWN ARE CONTROLLED BY TOP AXIAL. BOT AXIAL WEB AXIAL WEB AXIAL TRUSS FABRICATOR PLATE INVENTORY . MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR 1 - 2 -9838 T1 9- 10 9116 B1 14- 2 -460 W1 14- 3 308 W1 BIRDER CONSISTS OF 2 UNITS FASTENED TOGETHER HIT(I 10d NAILSI 2- 3 -9205 T1 10- 1 1 8709 81 13- 3 3444 W1 13- 4 = 1490 WI TOP CHORD DOTTan CHARD 1EDS 3- 4 -11712 T2 11 - 12- 11772 81 12- 4 1196 W1 12- 5 -977 W1 ! A atCr ( I RUNS) �qr a.C, txRD11S) !z' a.C. ( ! RaNSI 4- 5 " 12644 TZ 12- t3 11772 81 12- 6 1196 WI i1 - 8 -I489 W1 S- 6' -12644 T2 13- t4 8706 81 I1 - 7 3444 W1 10- 7 308 WI 611& T -11772 72 14- 1 9115 81 10- 8 -460 W1 8-tit 9 -9638 Ti SELLEVUI+ BUILDERS SUPPLY, Nt 5W DUANESBURG ROAD SPLICE : 13-t2aK4 x 8, 7 SCHENECTADY, NEW YORK 12396 PLATES 16 ' -0" 4 ' -0"-i4 . - -9 "- 14� 3' - 11 "-2 Z8 , 1 » r 35 -7"- 14 12 12 a � ' � 4 4x7= 4x3 , 5fh 1 , SX34614 4x3 , Soi 41 ?s '\ 3 � 4 � $ � 7 j1 . 5xa , s: 4x8 , 8 _ l g! 4x6 , 8s 2 ' -3" - t5 3"- 15 Im 14 4x5 . 3� 13 dx5 , 3, 12 ax6 , 8= 11 4x5 , 3% 10 dx5 . 3= 11 3 , 5 IN 3 . 5 EN 2' -0" BRG SRG 2 ' -0 » 28 ' -0 " WHHG6 SCALE: ; I t 6 ' "0" 1 FT=. 2697" 481408 r V6 , 188 C aAlw NDTO, tXMiSf 911tpf1t/C Wfm AfIXIC. t�t?t tiCQy1t1f7 T'tM 4t4 IgMm 0*:Rvs 1trLuDit1: rAM wont n"scs swe" ft t#tttFAmMom m rot 5y�CIFltarib K Tfl RftttlW A 6W cr 1113 CR1011 70 rAC NtILDINC Micri t AM #SCGf#CWL oil FftWI". Try M4C ''FdRf11Y.Uf 1AM"L SUPW#T CU" ITV sufak#6 rm tlTiL FLATC ':CttlrcD wXv - �NN xf A Stt�TttttC, tfmum {R wakritC. Ipms rlATS�, WDITATI4N t5 41r3,ti s'+ rLAi[ S{,yyT Qtpv'rt•li r'#7TIMCTr11 lido �}1�I# All#i/,11L a uSAQ. 1X.31 i7f #fa1C7SCN Airs >MdeJ FrWC3 AMLL fC T}Ar�/yOfl� TO n+C AE7p1 TC• Vt S7At1'?1#LBR FrA AIA tL rRA+�C'tt 51G:tr1�A t;,74. �Al,W4ATIQi +!Q 7�f Mpn lTK1"t 7YSC (fM) 1I114i{ATtiti fU1 LClNC 17t1V.'T1/K�. 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MOR « MIN . BRG. 91 2X4 SOU PINE 02 ON KD 15 1 1801 4b0 3 , 50 111 . PLATE SIZES AND GAGES SHOWN ARE CONTROLLED BY +:• W1 2X4 SOU PINE 031STUD KD 15 7 1801 0 3150 IN , TRUSS FABRICATOR PLATE INVENTORY , i' TOE AXIAL SOT AXIAL WEB AXIAL WEB AXIAL .`: MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBT1 1100 2 -4533 T1 7- 8 4295 BI 9- 2 1111838 W1 9- 3 • 10528 WI 3 11113709 TI 8- 9 2647 B1 lr 5 -527 W1 8- 6 -838 WI 3- 4' -3709 TI 9111 1 4295 81 9- 4 1256 W1 8— 4 1266 W1 ; SUPPLY, ING. 4— 5 103709 T1 It L UU1tIdESBU1IG ROAD 4 6- T -4533 Tt SCOECTADYI NEW YORK lE`1G8 SPLICE . - 0- 8g3 x 5 . 3 PLATES _ _ 14 two" 14 ' -0 " 5 ' -2"- d 4 ' -4 "- 12 4 ' -4"- 12 4 ' - 4 '- 1 t__ 4 4=- 12 5 + -2"-8 12 12 4 � � 4 wilit �F 4 ' 1 . 5x3 . 514 1 . 5x3 , 5 ilt 5x7 �1 5x71y wit" 2 8/1 304 . 5 3x14 . 5 = eewit Lu 3x8.8= . 3x8 . 4= lit 3 . 5 IN ' 3 . 5 IN L2t • BRG BRG Is 2 / _0 . • � so[-[»oasis-aQs SCALE: 9 '•7"-4 8 '-9"- d 9 ' -•7"-4 142414 } I FTa. 2050" Y6 , id8 } mal•4 romI, u•,ns tinplW e[ ram AsmxE W thou[ TOP AtA sonCtt crlmrs Itl'LVtHlt 71t,St. 11! 111 nAlSrts sa•t1. et rarurng�msi To ttic sg%tc*rj3g Cr "fit ♦•[1lINtW a W" W Tale talar TO TIC WI D[rC C010 R Aw ��� �i"l4 To muc cp+ttis" 11JIM"4 sufA+vnt nUnuIV T•rGlao Eta tCTA4 MATC CctrtCT[CrITT Q �i�aCa � 7{1C11 Asa �1� �Ti�[711{tC R1RL314 •Y1 tMCIrE._ tall5s Rn IC t�IE71r•tlot '+� 511C411 DY rK/1 s�,Qt �� fl i? �A f1TC[l��fi 1LR•{TM I�TYp.[CATTCTi tICACT�GV itM JtX 1w444 !F. TRW SMITID TO tl+�r rlrl[A TO �� SfAPOLLf t'M K•T� R�IC�tr f �� RKff �U "r tC 1rMli If tl si<m sonM *w•nt. a+:nn sr�l .if StnlL tC ICCA Ii • r t'a0L TI .•- A ,�y rk11 L W�1'l/1Cir Q1TS +t drtl iMtriErt f' •U ' . flit! rlt rheii C11CtfC SCa>�11 10s t'. u YU04T 1 0M is • MIt01 1! A R. (T lWlt t�r� I, 11K r11142 « (tY•TI�1•i CS' UIrJM11. rwt rats C'cmlIr: tiPts M1, a�Clti{M•N 1Q10! •:j 1t TtC� r.0 CEfJ01« 0i to •r0 MMICttE+. at1tt1111 TQ f�T N1C1RitV A1M[ II+Mtn lrl+ trr irMr'Titrtl �rU[ 1.: alp ti}tntrr.t ILIA r4 •Ilr AUN(Y1 :-ply c NNII D NC 0f7► ilifl0+ fiyltt e0+ Alf tr. 1r/ rpi MnISIIt:C .r t'rr.xuF . ryl ��(q� ?; St{ t R+Sl4A 7N #ap[aT - Ipt ! p11f1Y1 C1i4M11rt1A W !1 trta7, t+r tll IC i!'� '111a•:ir.: u�41 nK!'1 �3' t�1t 1{rsr •!6 C • * L t1s ��yy�� !rQ f4a irr IAI�11fi1 ` lftJll rnV'!If.1tt 11Sam rl4 C lstlf 4 1 +j X A T1XVIATM . M rYt- 1 "!fuss PtaTt�1 As $"mi lCs Aro 111Er• Al:IT/UD sr ry11M1111t.. M1Ar A111 •t10r.D. Afq rt� As CCii a a to 01 roa LIVE an SWA-lotto cCcs LUMBERMATF .^OMPANY T11rs Is + T 1rtr 0tslat Era A t,�Trlc situ":+ elrvler01 ��`l�Eae �51T srs. tr �ro Tawsrs 5T. LOUIS. MD PYRIGHT T9d8 i i• i1T.Lant1T MCI iraitilres s %1C49" At1 [ Iar Ir. [� %f 1 risen aM [unrn fotstuac saa+ osx Ar T t>E a ilai crt. 8014M0890208=022 MASULLO #31260 WARREN HIP WHHS 02-08- I989 ,w""„""" 31264 DES . BY : DTR CHK , BY : 06N TPI -SS ANALYSIS tidy 4 fi � ;t u�vf�'• �r6 'AA tr �ti �Jti �� TOP CHORD LIVE LOAD 50 . 00 PSF LM PLATE SERIES : LDVM= i TOP CHORD DEAD LOAD 10 , 00 PSF T 20GA 219 PSI GROSS erti ¢ '.• - +*w 3 *'� :+� BOT CHORD DEAD LOAD 5 . 00 PSF K iSGA 200 PSI GROSS �a dot ataustt r*f ~r0r ' axl ip; TOTAL UN I FORM LOAD 65 . 00 PSF TOAD DURATION FACTOR 15% TRUSS SPACING: 2 , 00 FT , CENTERS ;, tir i T1 2X4 SOU PINE #2 DN KD 15 REACTIONS : VERT , HCR. MIN. BRG . 81 2X4 SOU PINE 02 DN KO 15 1 1801 0 3 , 50 IN , THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE 1 2X4 SOU PINE #3/STUD KD 15 8 1801 0 3 , 50 IN , OF PROFESSIONAL ENGINEERING RESPONSIBILITY FOR THIS DESIGN ONLY . OTHER DOCUMENTS WHICH TOP AXIAL BOT AXIAL WEB AXIAL WEB AXIAL MAY BE INCLUDED WITH THIS DESIGN THAT 00 NOT MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR BEAR MY SEAL , HAVE NEITHER BEEN PREPARED BY I - 2 -4519 T1 8- 9 4277 Bi t.1 - 2 -578 W1 11m, 3 883 W1 ME NOR UNDER MY DIRECT SUPERVISION, 2- 3 -4000 T1 9- i0 4548 81 S1 - 4 -917 W1 tp- 4 37 Wt PLATE SIZES. AND GAGES SHOWN ARE CONTROLLED BY 3- 4 -3786 T1 10-11 4548 Bi 10- 5 37 W1 9- 5 -917 WI TRUSS FABRICATOR PLATE INVENTORY . 4- 5 -4570 T1 11 " 1 4277 81 9- 6 883 W1 9- 7 -578 W1 5- 8 -3786 TI 6- 7 -4000 T1 7- 8 -4519 T1 BELLME BUILDERS SUPPLY, INC . SPLICE : 11 -1o=K3 x. 6 . t 500 DUANESBURG ROAD PLATES I Min J SCHENECTADY, NEW YORK 12306 12 ' -0 " 5 '-Z"-8 2' -9"we d '-0" d ' -0 " 4 ' -0" 2' -9 "-8 5 " -2"-8 12 q 12 4 4 M1 5x5 . 3 , tx3 .5l+r 40 , 51tt 4x5 . 3_ � 2t T/ no 300 . 5 s 3x10 . 5= 2 ` -11 "-trnmn t1, "- t5 3"• 15 . 2 3*- 15 win 10 4x3 . 51e 9- 3 . 5 IN t 3 . 5 IN 2 ' -0" BRG BRG 28 " -0" WHH8 SCALE : S ' -o" 6' -0" Simon 8 ' -o" 031908 i FT-. 2607" V6 . f88 a aroma rnTn, wrss mTKrtlase roTm +nuE tsstat RE7ttt TOP *PC 801rOM OOMEs ItCLU011G relm wtnr ? 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GRryp1 B01 -MO890208-021 - MASULLO #31250 WARREN HIP WHHIO 02 -08- 1989 dead 31260 DES, BY : OTR CHK, BY : p,4 TPI - 85 ANALYSIS �0FNF1Yp , q S R4% �tlaF+uk �'*tr °FVFA4f 11 � O'RS aA 'i, 4 s ��s dta sQbtTL rr TOP CHORD LIVE LOAF} 50400 PSF LM PLATE SERIES : LDVM= 1 � � r # xAr� � = a9 �• TOP CHORD DEAD LOAD 10 . 00 PSF T 20GA 219 PSI GROSS pTa T'es1 BOT CHORD DEAD LOAD 5 . 00 PSF K ISGA 200 PSI GROSS �` � =ors is ter: TOTAL UN I FORM LOAD 05 , 00 PSF .O rtMT w� '���tatted*�,'� r y LOAD DURATION FACTOR 15% TRUSS SPACING: 2 , 00 FT , CENTERS ss ` °xiitr AL •IA TI 2X4 SOU PINE #2 ON KD 15 REACTIONS : VERT • HOR, MIN . BRG . T2 2X4 SPF MSR ZIODF-1 , 8E 1 1801 -0 3 . 50 INt THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE 81 2X4 SOU PINE #2 ON KD 15 7 1801 0 3 . 50 IN , OF PROFESSIONAL ENGINEERING RESPONSIBILITY W1 2X4 SOU PINE #3/STUD KD 15 FOR THIS DESIGN ONLY, OTHER DOCUMENTS WHICH is MAY BE INCLUDED WITH THIS DESIGN THAT DO NOT TOP AXIAL BOT AXIAL WEB AXIAL WEB AXIAL BEAR MY SEAL, HAVE NEITHER BEEN PREPARED BY MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR ME NOR UNDER MY DIRECT SUPERVISION . 1 — 2 -4507 T2 T— 8 4268 B1 9- 2 —900 W1 9- 3 533 Wl PLATE SIZES AND GAGES SHOWN ARE CONTROLLED BY 2- 3 -3612 T2 8- 9 3708 BI 9- 4 -374 W1 8- 4 -314 WI TRUSS FABRICATOR PLATE INVENTORY . 3- 4 -3420 T1 9— . t 4268 Bt 8- 5 533 W1 8— 8 -900 Wl 4— 5 "342D Tt 5- 6 -3612 T2 ' 8— T -4507 TZ BBLME P. SPLICE: 9- 8=K . T 3 x 8 500 DUANESB RG ROAD PLATES $CHENECTADY, NEW YORK 12306 11i ' 'dn &' -{I " 10 ' -Qw 5 ' '2-"-$ 4-' -9"-8 4 ' -0" 40 -0- 4 ' -9"-8 5 ` -2"-$ 12 1z 4 � 4 s 5x5 . 3 4x3 . 514 4x5 .3_ mat Waded z . 3 '-7"-153x10 . 5 3x10 . 5sr—l"—f5 3'_1 1 7 3"— IS M, 0 >! ML 3x8 . 8; 3 . 5 IN 3 , 5 IN 28 0 F WHH10 SCALE : 10 ' — ' 8 '0 -0" t0 ' -0" 110208 1 FT=1607" I V6 , 188 %IDCML N=w W= Onrt7 M I&= AMC 71 MWIM2 TM KND lrOYr7rt Qk'ROs IKLllottrG THOM wl TH miscs swL L K murom m Tn TK sME+:incAricNt 7 TMt MIlItRlR A MR OF THi! =TQr M M tUiUX?Q C0194t Aro ►1 Q:Ig4 01 Fft"tr TO IM4C MCI"Am 1A7E]M` IYEM•)17 GUALL ry STUCARD MR MMI, RAT! Cat Mt:Tm t." 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B01 -MO89020$-020 MASULLO #31260 WARREN HIP WHH12 02-08-1989 � "`CON. w 31260 DES , BY: DTR CHK, BY : cKq TPI -85 ANALYSIS ��6FIIE1pr r�ti .»r+ hF� Aug �tEorvxA ; 4ONs TOP CHORD LIVE LOAD 50 , 00 PSF LM PLATE SERIES : LDVM= I •`'� ° " • ' �clp"p 'c1ti i; I TOP CHARD DEAD LOAD 10 , 00 PSF T 20GA 219 PSI GRASS ow too* BOT CHORD DEAD LOAD 5 , 00 PSF K 18GA 200 PSI GROSS i�t _•I r4 TOTAL UN I FORM LOAD 65 ,00 PSF it w 'F��tkYiw�o'�w�ac 'syst �w LOAD DURATION FACTOR 15% TRUSS SPACING: 2 , 00 FT , CENTERS ' T1 2X4 SOU PINE #2 DN KO 15 REACTIONS : VERT. HOR, MIN , BRG , 1 2X4 SOU PINE 02 DN KD 15 1 1801 0 3 , 50 IN , THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE 12X4 SOU PINE #3(STUD KD 15 a 1801 0 3 , 50 IN , OF PROFESSIONAL ENGINEERING RESPONSIBILITY a FOR THIS DESIGN ONLY , OTHER DOCUMENTS WHICH TOP AXIAL BOT AXIAL WEB AXIAL WEB AXIAL MAY BE INCLUDED WITH THIS DESIGN THAT DO NOT MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR BEAR MY SEAL , HAVE NEITHER BEEN PREPARED BY 1- 2 -4525 TI 8" 9 4288 51 11 - 2" -837 WI 11 - 3 - 408 W1 ME NOR UNDER MY DIRECT SUPERVISION, 2- 3 -3702 T1 9- 10 3040 51 11 - 4 909 WI 10- 4 25 WI PLATE SIZES AND GAGES SHOWN ARE CONTROLLED BY 13 4 -3702 TI 10- 11 3040 51 10" 5 25 WI 9- 5 909 W1 TRUSS FABRICATOR PLATE INVENTORY " 4- 5 -3051 Ti 11- 1 4288 81 9- 8 -408 W1 9- 7 -837 W1 'S- B -3702 T1 ., 8- 7 -3702 71 7- 8 -4525 TI SPLICE : 11 - 10-3 x SA PLATES .� . : .�; . 5' -2"-8 4 ' -4"- 12 tali 28 , 70 4 ' -4"-12 5 ' -2"-8 . 12 12 4x5 , 3= 4x5 , 32, 1 . 5x3 . 5 ++1 4 1 . 5x3 . 5 14 4-' -3"-153xi0 . 5 Y 10 4x3 , 514 g 3x8 , 8, 3 , 5 IN 3 , 5 ! 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Ally AU�itI Wt4t.0 AIlM7H t wGRRiC�l ttlyt6TSllrTC cT►1� Nitii`JFTSG9 BUILDIFG +y �y1� Tull! ul Tll s4"�'CL M}T'F!'tt C OPM i/Ltcm 'iMA IC 4�Y.d YF3� Mr[L LOY'.1ti Sir SCE$ (��#µ1 Aar �s,V,�l.);CT Mr(S�1tgDJ!fRAL r3f►UtICy�Q1'e4r *1t0.•%v TwarT4,�p i' -O' . li4n[Lf trl +:li tiM:R_D sE*9D IMVC C04ML 6FYLlOIT 1Nlftat:l3t rOwltH ev1M A�1.Ik14TE 1 IT CMR T `tTtGUi# r wAl Fr ¢I nt'j� `I id F571 kA11rt4T,PC AK �MS4 1eD _N C TRIP w4:PC IIRiCr RIT tI'CRI II: &PC A1��plmitsIt, i' lif[XJM {y ON �Q[fi :p11E, flb t/}T T •:A 1fNGso 3N T ,NS coRW vat WWI 1rj OEL^St�� tt7r IM t147ftC5'JMOti1K mm "M All spcc:rtcD "a P"FAiracrk ig /Y f71MIOtT{I•LRlltta�+0 A Q#�+` at* soul;r@ Ai IST&=lQcD. ut UOrTiCAI �l �1! uuc VA stow LOAD Dc[s Tits i# A TTtCtY dE5t77 T'r!1 A src:trt: w LD[rG. DtlR741 tt TM �i"uA�s o yi '�'# �,a`aO F TRW LUMBERMATE COPYRIGHT i9$9 �(/��� p�ryycti,lrr, t1cma uorcft �& sl,TIMM" Zr »n foal. tcslxl ++ '�.EtUt wea i# �llxL f0 4 K FfJ1 DiV+#ttY+ {fi AL1GC Ortr� T'RORICT#. ITIC, tYUV ai di UJI'KII rolsTtvc WAI IT" Y+T TIM "F rAIRMATICN, ACRWL W O WM1D. B01 -MO890208`010 MASULLO 31260 WARREN HIP WHHG7 02.08- 1989 FCDp"`� 31280 DES , BY: DTR CHK, BY: r{, TPI -85 ANALYSIS ����OrP TOP CHORD LIVE LOAD l00 . 00 PLF LM PLATE SERIES : LDVM= 1 TOP CHORD DEAD LOAD 20 . 00 PLF T 20GA 219 PSI GROSS BOT CHORD DEAD LOAD 25, 00 PLF K 16GA 200 PSI GROSS TOTAL UN I FORM LOAD 14 5 , 00 PLF �y snLr ti tv,� ar ' 4+� 1. LOAD DURATION FACTOR 15% TRUSS SPACING: 1 . 00 FT. CENTERS s:�` - �+YAL EEC'� AWL VERTICAL DISTRIBUTED LOADS 1PLFI VERTICAL CONC. LOADS ( LBS ) 3-4`5 150 3 , 5 720 THE SEAL AFFIXED HERETO INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY 71 2`2X4 SOU PINE #2 DN KD 15 REACTIONS : VERT , HOR, MIN . BRG , FOR THIS DESIGN ONLY , OTHER DOCUMENTS WHICH B1' 2-2XB SOU PINE #2 DN KD t5 1 2894 `0 3 , 50 IN, MAY BE INCLUDED WITH THIS DESIGN THAT DO NOT i 2-2X4 SOU PINE #31STUD KD 15 7 2894 0 3 , 50 IN, BEAR MY SEAL, HAVE NEITHER BEEN PREPARED BY ME NOR UNDER MY DIRECT SUPERVISION . TOP AXIAL BOT AXIAL WEBS AXIAL WEB AXIAL PLATE SIZES AND GAGES SHOWN ARE CONTROLLED BY , MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR TRUSS FABRICATOR PLATE INVENTORY- ?' : 1- 2 -7937 T1 17 8 7510 B1 10- 2 -554 W1 10- 3 378 W1 s. , 2- 3 -7400 T1 8- 9 7011 B1 0` 3 1187 W1 9- 4 — 1080 WI GIRDER CONSISTS OF 2 UNIIS FASTERED-TOGETHER PITH 10d RAIM 3- 4 —8018 T1 9-10 7011 81 9` 5 1167 W1 8- 5 378 WI TOP CHORD 1101101 CHORD AERS R 4- 5 -8018 TI 10- 1 7510 B1 8- 8 -554 W1 - '3- 8 -7409 TI 141 OtCttl RORSI 740 O.C.IzRONS} ILI O.C. IIROWS) 9- 7 -7937 T1 '. 4 ' `1 '-14 2' ` 10"-2 4 ` -0" 4 ' -0" 2' - 10 "-2 4 ' -1 "-14 } 12 ! 2 Mi • . .. 4 4 Pti.. 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BY : DTR CHK . 9Y: r�w, TPI -85 ANALYSIS O�i+�49 Njp ,.� ,,•q :.riSfo.FVFR '•: TOP CHORD LIVE LOAD 50 , 00 PSF LM PLATE SERIES : LDVM= 1 i ;� {3yr Rio=' : t ',�� TOP CHORD DEAD LOAD 10 , 00 PSF T 200A 219 PSI GROSS ' e aRL a *:'" lit* SOT CHORD DEAD LOAD •5 , D0 PSF K 16GA 200 PSI GROSS 3� TOTAL UNIFORM LOAD 85 , 00 PSF '' `q'paµ' ��� + I'{fLYR1LO, �W~ :d �`+t� ,t° 'ww; LOAD DURATION FACTOR 15% TRUSS SPACING : 2 , 00 FT , CENTERS �E H/a4At'Ed61;r �'�r�"� °` Js',S4f". ®r 5 illlllooll ANAL T1 2X4 SOU PINE #2 DN KO 15 REACTIONS : VERT . NOR - MIN , BRG . 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