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Home My WebLink AboutMiscellaneous Plans 2005-7-12 '!r'v"" . .. '- ,/ ' CITY OF SPRINGFIELD 'Development Services Department Building Safety Division rJ\~~ ,,' JOB ADDRESS: 3~e,~ \ 0 ~^M~ OWNER: ~j)ic-wn t'~~~ , CONTRACTOR: Residential Plan ~eview CITY JOB#: C ~. 6~ PHONE: PHONE: Items listed below (if any) and those marked in red directly on the "r'r'.v.ed permit ; docilmentsare incorporated into this project in addition to any requirelll~f1~ <lppearing.oo , the construction plans and the City standard document entitled "Single t~~ and,DuplWc Construction Most Commonly Missed Items". A cvu"~r'onding num~..is marked on your plans for any items listed ,below where applicable. -:...:. .. , . .. ... . All references are to the 2000 Oregon State One and Two Family Dwelli.Ai ~cia1tY Coo"e, (1998 International One and Two Family Dwelling Code as amended.j;,yothe State of . ' . ... ' Oregon unless noted otherwise. A copy of this code may be obtained.tiVIf1:the BijijOittg Tech Bookstore, Inc., 8020 S.W. Cirrus Dr. Beaverton, Oregon 974008-551800 , . ..0 . .. , .. .~ .. , Your signature on the Building Permit is an agreement that all items will be installed or corrected, and that all work on this ' project will comply with applicable codes. ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL OF PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR APPROVAL OF, ANY VIOLATION OF ANY OF THE BUILDING SAFETY CODES OR OF ANY ,OTHER ORDINANCE OF THE CITY OF , SPRINGFIELD. ~ ,.',' , cl ---' ,.,J PLANS REVIEWED BY: -t' &tl\ll.'ltt-PHONE, :' " 'r ! .. ... . .' ..... ...... . . .., ...... . . .. ...... . . ..' .. .... o o . .... ...... . . ..... . ~- .. .~ .i'~. . ,to ~ " ." ., -'; t'}:~' " ' " ,r . -~- (,' -' '.t DEVELOPMENT SERVICES DEPARTMENT 225 FIFTH STREET SPRINOFIELD, OR 97477 , (541) 726-3753 , FAX (541) 726-3689 www.ci.springlleld.or.us July 23, 2005 Mr. Tim Peterson 27011 Jeans Road Veneta, OR 97487 Re: 3348 Raleighwood Avenue, C0M2005-00858 .... . . ,. . ...... ... .. . . .. .".. .. . . ..... ...... . . .. . ...... The location of the structure as shown on the plot plan of your proposed:...:. . .. . pro~ect appears to meet the minimum setbacks requirement~ t!H .. .s .~~p'".f S ~L.: Spnngfield Development Code. --1kJ.. pr/rJ-- ~n tj..1R.t' . ~y;;--( ~i(;m'h(nt.J~ " " '-.7. ")'?'S' (lor- (YIU t ~ e. tlt/A-L.. R"(,J.... '. GXcc ...... . . .... Since the setbacks noted are the minimum, and there is little ol~e.foom {de:. :....: error in the placement of your structure to meet the minimum distances:yetnf .... property will need to be surveyed by a licensed surveyor to verify the location of the property lines in relation to the proposed siting of your project. A copy of this survey will need to be submitted to the Community Services Division, Building'Safety Section or to the Building Inspector at ' the time of your Site Inspection. All property and structure pins shall remain on the property for verification by the building inspector at the time of your footing inspection. If you have any questions regarding the above, please feel free to phone me at 726-2301. Sincerely, " jJ , (J\L'~ tbt~ , Liz Miller ,Planner I (AlC) E, ;~ .. ...,.~ THE SHANIKO STRUCTURAL CALCUAL TIONS o 07 April 2003 . ,. "~,r ARBOR SOUTH ARCHITECTURE. PC 4765 Village Plaza loop, Suite 200 Eugene, Oregon 97401 344~3332 ... .. . . .... ..... . . ... .. ..... . . . . . .. . . .. ...... ...... . ,. . . . ,...... .. . .. .... . . . . . . . . .. .. .. . . . . .. . .. .... ...... . . . . .. .... . . . .... ...... . . .... ...... .. .. . ... . . . . . .... .. . ; .+. . .!' '~, " '.... " ~ ;.it : ~~IIt,!"'/,.L (oz.) c. .,U'.... (":7) ~L.Vj... A , ,___. b Co" D ~ __ /~ - ~::~:~ __ ,_ _"'= ~l:r~~ ~'='7._,J.~:J:: 2. - =-d I ~~ it: ~ "lr 4' I"" 1'//;>.'0 I ; , ,~- ~ ! i,~ , .\i; (~)+W _ ! '. , ~1~ 0 ~ ) J ~ r=.i -~ ~10"'" . '----' ..----, = --' ..----, i , II u ~:Jl--r -! -,,~,J... - - (:; \~> I"Z \- e,\.'lZ- rn: (:> . ... . .-- ...... \ \ / Ii ~,..:/ IL ... ...-. - ,~............."""'"",~~ ...,.,'. o o o o o .. .. o .. .. t =-c~~~i~ ,..y. trt ' c... ('2. 'ZI-I OT~t..1~'t- ~'C> = /\ / \ / \ / ! / ~~ I ~! \ ~ / _II \ <;{j ~-i"'I' -. .~, j .{. t'\ \ l'tJlq-I..Vl- "l"z.r''''~ 1.1' ~-"-te,. f'-7L ~----- -- ----t[ to 'Ii \ . . . I. .. . . .. ~,: ...:. . .. . .. . . .. .... o . .... . ... o .. .. . - I 1 ..... . . ..... ...... . . .. ...... . . .. ...... . . .. .. .... . . . .... ...... . . .... ",j ARBOR SOUTH ARCHITECTURE, PC Project Name; SHANIKO Member location: Porch Beam I LL Type (FL SL WL, EQ) ; SL = Simple Span Length (L); il.OO ft STRUCTURAL CALCULATIONS Job No, Page of ISIMPLY SUPPORTED I CANTI LEVERED DEAD LOAD; LIVE LOAD ; TOTAL LOAD; ROOF I FLOOR (R or F) P I EXTENT OF LOAD X a X b (#) (ft) (ft) PANEL WIDTH atXa atXb (ft) (ft) LOAD TYPE M X (# ft) (ft) = lEND MOMENT (a) lEND MOMENT (b) POINT LOADS PI P2 P3 P4 DISTRIB, LOADS WI R W2 F W3 W4 lEND REACTIONS I SHEAR VALUES <.~-~~-~-x--------> (point Loads) ~ P 11111111111111111111111111 t Xb t Xa = Ra (Distributed Loads, W) Rb < <~--------~--~-----------~---l ~----~-----~-~~-~-~-----~~~~> '" LOAD DIAGRAM Min Depth ReQ.d (in) Max Shear 8,250 # ReQ.uired A = 37,1 in' , , Actual A = 41.6 In Max Moment = 272,300 # in ReQuired S = 815 in' , , Actual S = 82,3,n Allow Dellectlon 055 in , , ReQUired = 449.7 In I\ctual I 488.4 in1 10,60 11.82 11.55 ...... 11.00 11.00 . 25,00 7.50 25,00 . 7..0 . .. .. . ...... . . .. .... . . .. .. X ROOF FLOOR (psO (psO 20,0 10,0 25,0 40,0 45,0 50,0 Va Vb (= Ra) (= -Rb) (#) (#) ... .. . . .. ..... . . ..... .....4 . . .. :..~~8 . .. 2~06J .. . . .. .....l . ' -6,~ ._~:t1~ .. .. . .. . . . .. S,)iO -8~~' . ... Proposed Member Nominal Widlh and ~il~e : ....... . . .... 3,50" Parallam PSL Fv Allowable Shear; Fb Allowable Bending; E Modulus of Ebslicity ; ~ Denection limit: Cd load Duration Factor : Size of Member: 12 in, max, depth 290 psi 2,900 psi 2,0 m-psi 1.1240 1.15 3.5 x 11,875 Parallam t' ".../...6 DARREll. L CARMAN. P,E PrOject Name: THE SHNKO Member Location: ~ Room'MnlavHe3lbs t.. LL TJPf (FL SL WL. EQ) : SL ~ Stmf-le Sfl3I1 Length (L) : 3,00 ft LOAD rIPE ROOF I FLOOR (R or F) (#) M x (#ft) (ft) ~ lEND MOMENT (a) END MOMENT (b) POINf LOADS PI R P2 P3 P4 Dl5TRlB, LOADS WI W2 W3 W4 END REACTIONS I SHEAR VALUES 2,00 < -------- X ------- > (POlnt toads) ~ P 11111111111111111111111111 t Xa Xb t Rb Ra (Distributed Loads, W) e < -------------------------- l > ''of LOAD DIAGRAM Mln Depth Re<p (In) Max Shear = ReQuired A = Actual A = 260 # 3,6 In' 53 In' 2.38 Max Moment = ReQuired S = Actual S = 3.000 # In 2,61rt 3,IIrt 3,21 Allow Deflection = ReQuired I = Actual I = 0,15 In I.3lrt 5,4111' 2,21 STRl.lCl1JRAL CALClllATIONS lob No, 04-04 Page of ISIMPlY SUrruKI tD lcAt'ffiLEVERED DEAD LOAD : 1M LOAD : TOTAL LOAD : P I EXfENf OF LOAD ' Xa Xb (1I) (1I) PANEL WIDTH atXa atXb (ft) (ft) &t~Wl'Z1.ffl4~ I:I;t!iltt 41\Jnilf] 11I.ILt%ltm*1@~. ~_fu .~ 389 . . . . .. .. . ...... . . .. ...... . . .. .. X ROOF FLOOR (psI) (psI) 20,0 10,0 25,0 40,0 45,0 50,0 Va Vb (=Ra) (=-Rb) (#) (#) 130 -260 ..... . ' ..... ... .. . . .. .... .' . .. . . ...... . ..... . .. ..... . .. .. .. . .. . . .. ... . . . .... .. ...r.Jo -'i6<i ' .............' . . .... . ... . .. PrqxJSed Member Nomlml Width and ~e ~ 2 In DF-L #2 8 In, max, depth Fv A1lo.vab1e St.= : Fb A11o.vable BendIng : E Modulus of Elastidty : n Deflection limit: Cd Load DuratJon Factoc : Size of Member : \.l'?1Z.. (z) 7Y&- 95 psi 875 psi 1.6 I&psl L/24O 1.15 2 x 4 DF-L #2 " 'vu ARBOR SOUTH ARCHITECTURE, PC Projecl Name; SHANIKO Member location: LL Type (FL. SL. WL. EO) ; , Simple Span Length I L ) ; LOAD TYPE ROOF I FLOOR (R or F) , END MOMENT (al END MOMENT (b) POINT LOADS PI P2 P3 P4 DISTRlB, LOADS WI R W2 F W3 W4 END REACTIONS I SHEAR VALUES <-------- X --------> (Point Loads) ~ P 11111111111111111111111111 t Xa Ra (Dislributed Loads, W) 0:' <___~__~~__~_________________ L ~~___~___________~_~_~_~~___> STRUCTURAL CALCUlATIONS Job No, Page of Window Header 3 SL ISIMPLY SUPPORTED ICANTILEVERED DEAD LOAD: LIVE LOAD ; TOTAL LOAD; 6.50 ft M x P EXTENT OF LOAD X a X b (ftl (ft) PANEL WIDTH atXa alXb (fl) (ft) (# ft) (ft) (#) . -0.75 -0.75 7,25 7,25 25,00 7.50 25,00 .. .,~O .. . ...... . . .. .. .... " . .. -. X ROOF FLOOR (psO (psO 20,0 10,0 25,0 40,0 45,0 50,0 Va Vb (= Ra) (= -Rb) (#) (#) ... .. . . .. ..... . . ..... ...... . . .. . . :..'1~O .. 1,600 .. . . .. .....1 . ' -4,>'t1lJ ..... ..I~ . .. . . . ~- ..AOl'lo -6,MQL . ... . .. Proposed Member Nominal Widlh and CUde ~ . . .... Xb t Rb 1.75" Mlcrollam LVL ... LOAD DIAGRAM Max Shear = ReQuired A = Aclual A = Min Deplh ReQd (In) Fv Allowable Shear; Fb Allowable Bending; E Modulus of Elasticity : !!. Defleclion Limit; Cd Load Duration Factor: 6,000 # 27.5 in' 38,1 in' 5,23 Max Moment := ReQui red S = Actual 5 = 95,100 # in 28,8 in' 46,0 in' Allow Deflection ReQuired J = Actual I = 5.73 No. of Members: Size of Member: 0.33 in 97.7 in~ 166.7 in' 6,07 8 in, max, deplh 285 psi 2,600 psi 1.9 m-psi L/240 1.15 3 1.75 x 7,]5 Microllam '..,; J DARREll. L CARMAN. P.E PrC1ect Name : SHANlKD SlllIJCI1JRAl CALCUlATIONS lob No, Page of . ... . .. r."l'~u..l MmIIJer Nomlml Width and 0IaIe '!' Member LocaUon : DIu m.b4 (R.emuI) U Type (FL SL WI... EQ) : ISIMPL Y SlJI'tuK, t.O ICANrlLEVERED DEAD LOAD : lNE LQI\D : TOTAL LOAD : SL Sbn~e Span Length (L): 650ft , ROOF I FLOOR (R (]' F) END MOMENT (a) Kqw?fBilil~ END MOMElIIT (b) .~~$i'li POINf LOADS PI R P2 R P3 R P4 DlSTRIB, LOADS WI W2 W3 W4 . END REACTIONS I SHEAR VALUES I EXTENT OF LOAD . Xa Xb (Il) (Il) PANEL WIDTH atXa alXb (Il) (Il) LOAD TYPE M x P (#It) (Il) (#) . . . . .. .. . ..:..~ .. .... . .. ... = X-> (Pdnl Loads) ~ P 11111111111111111111111111 t Xa Xb t Ra (DlstrllUed Loads. WI Rb L > l.7l . M1aollam LV\. ~ LOAD DIAGRAM M1n Depth Re<p (In) Fv AllON3ble Shear : Fb AllON3ble ~: E MolhJJU'i of EIasUdty : to. Delledlon UmI1 : Cd Load DuralIoo Fadcr : Max Shear = ReQ!Jlred A = Actual A = 5.496# 25,2 In' 38.1 In' 4.79 Max Moment = ReQuired S = Actual S = 128.600 # In 39,1\ lIT 46,0 lIt 6.74 No, d Membefs : SIZe of Member : ( 3 1.7S x 7:15 AllC1N Defledlon = ReQ!Jlred I = Actual I = 0,33 In 123,0111' 166.7111' 655 MIadIam X ROOF Fl.ooR (psI) (psi) 20,0 10,0 25,0 40,0 45,0 50,0 Va Vb (=Ra) (=-Rb) (#) (#) 2.9S'9 l.1l32 -7ll'l .!CM2 ..... .-.z.'!i~ . .. ... .;105 . . .. . . ...... . ..... ' . .. .. ... . . , .. .. .. . .. . . .. ... . . . . -5 '\96' . ... . . .... -:~;~ 8 In, mIX. dqth 28SpsI 2.600 psi 1,9 m-psl 1.1240 1.15 .J ARBOR SOUTH ARCHITECTURE, PC Project Name; SHANIKO STRUCTURAL CALCUlATIONS lob No, Page of . ... . .. Proposed Member Nominal Width and CJt!de ~ 2 in DF-L #2 12 in, max, depth 2 2 X 8 Use (2) 2 x 12 DF-L #2 Member Location; S~ighl Header 5 LL Type IFL. SL. WL. EQ) ; ISIMPL Y SUPPORTED ICANTILEVERED DEAD LOAD; LIVE LOAD ; TOTAL LOAD; SL Simple Span Length (L); 6,00 n LOAD TYPE ROOF / M X FLOOR (R or F) (# n) (n) , lEND MOMENT (al lEND MOMENT (bl POINT LOADS PI P2 P3 P4 DISTRIB, LOADS WI R W2 W3 W4 END REACTIONS / SHEAR VAL <-------- X ----~-~-> ~ P 11111111111111111111111111 t Xa Xb t Ra IDistributed Loads. W) Rb I EXTENT OF LOAD" PANEL WIDTH Xa X~ ayKa at Xb (ftl /J~) \; (ft) 1ft) :=:; i%iilitltl, P (#) . 6,00 9,17 9,17 . . . .. .. . .....4 . . .. ..:..~ .. .. , <-----------~-~--------------l------------~~---~-~---------> '" LOAD DIAGRAM Min Depth ReQ.d (in) Fv Allowable Shear; Fb Allowable Bending: E Modulus of Elasticity; .6. Oenection Limit: Cd Load Duration Factor: Max Shear ; 1.238# ReQuired A ; 17,0 in' Actual A ; 33,8 in' Max Moment ; 22,300 # in ReQuired S ; 20.7 in' , , Actual S ; 63.3 In Allow Deflection 0.30 in , . ReQ.uired ; 25,1 In Actual I ; 356,0 in' 5,66 6.43 No, of Members; Size of Member; 4,65 IX ROOF FLOOR (psO (psO 20,0 10,0 25,0 40,0 45,0 50,0 Va Vb (; Ral (; -Rb) (#) (#) ... .. . . .. ..... . ' ..... ....., . .. . . :..'~8 ..... . -l.tJ~ ..... ' . .. .. .. . .. . . .. ... , . . . --LU . . .. ~.J8 .-!,?~L . . .... 95 psi 875 psi 1.6m-psi L/240 1.15 -- \-. ARBOR SOUTH ARCHITECTURE, PC Project Name: SHANIKO Member Location: LL Type (FL, SL, Wl. EQ) ; Simple Span Length (L); LOAD TYPE <-------- X -----~--> STRUCTURAL CALCUlATIONS Job No, Page of Roof Beam 6 SIMPLY SUPPORTED SL CANTILEVERED DEAD LOAD; LIVE LOAD ; //'} TOTALLOAD// / (..... / EXTENT OF LOAo-- pANEL WIDTH X a )(,0 f at ,x a at X b (ft) 1#) (ft) ,(lft)/j(ft) (ft) ~<<,t\,*Th\r$ 2WM:W::M:%:; *@::<<<:<<a.;;":,,,,,,, Z.Ml-X,/;;~X4 ~'"W~W,;~;<:::N~: {'W;t,~':f~;wl :i.%~"*V~<\~* M'>1m::{,;~~~~< @:t=A'1~)i~ im\'q~'*7.! ;;w,*=.ffi.%@.% ~*"0.$.t}~,*t'%;~, "':;"'''\~t*W:;;:.1:m '1>>.~w~m ~ --'--:-, -" "':>i>:,:;:;""ll"V:<<": """:<<<:-"';::"~"'""t' "';>>'''Y::;;"''w~~ml @;:-aW$L~ *t~Th'ft:t~ttt;j '$#4"#1/"- f"N%*i~'JH'tw:at'$lilit itltttth1nf lEND MOMENT (a) lEND MOMENT (b) POINT LOADS PI P2 P3 P4 DISTRIB, LOADS WI W2 W3 W4 END REACTIONS I SHEAR VA 6,00 ft ROOF / FLOOR (R or F) '""4~;.''''m;'.'~~ti$ ~tm&VAzt~@..\i ""':~~$.%:.t'~h';'&M __wJt':k:{ M X P (# ft) / ,<, . R 6,00 14,67 14,67 . . ::;::~ .. ..... . .. .. X ROOF FLOOR (psf) (psf) 20,0 10,0 25,0 40,0 45,0 50,0 Va Vb (= Ra) (= -Rbi (#) (#) ... .. . . .. ..... . ..... .. ... , . ' .. . . :..','80 ..... . . . -1.9M ...... . . .. .. .. . .. . . .. ... . . . . :1,~1[<!.: . . .. .. .:~~ ~ P 11111111111111111111111111 . ... . .. Proposed Member Nominal Width and Gutle ;. 2 in DF-L #2 12 in, max, depth t Xa (Distributed Loads, W) Rb Ra , Xb t <--~~~-~~--~----------------~ L ---------------------~~-----> '. L O.A D D I A G RAM Max Shear = ReQ.uired A = Actual A = Max Moment ;; ReQ.ui red S = Actual S = Allow Deflection ReQ.uired = Actual I = Min Depth ReQ.d (in) Fv Allowable Shear; Fb Allowable Bending; E Modulus of Elasticity ; .1 Denection Limit: Cd Load Duration Factor : 1.980 # 27,2 in' 33,8 in' 9,06 35,600 # in 33,9 in' 63.3 in' 8,24 No, of Members ; 2 2 x 10 Use (2) 2 x 12 OF-L #2 Size or Member: 0.30 in 40.1 in4 356,0 in' 5.43 95 psi 875 psi 1.6 m-psi L/240 1.15 .., ". ARBOR SOUTH ARCHITECTURE, PC Project Name; SHANIKO Member Location; LL Type (FL. SL. WL. EQ) ; Simple Span Length (L); LOAD TYPE , STRUCTURAL CALCUlATIONS lob No, Page of I X I ROOF FLOOR (psI) (psI) 20,0 10,0 25,0 40,0 45,0 50,0 Va Vb (= Ra) 1= -Rb) (#) (#) Window Header 7 Sl ISIMPLY SUPPORTED I CANTI LEVERED DEAD LOAD; LIVE LOAD ; TOTAL LOAD: 5,50 ft ROOF / FLOOR (R or F) I EXTENT OF LOAD X a X b (ft) (ft) PANEL WIDTH atXa atXb (ft) (ft) M x P (# ft) (ft) 1#) END MOMENT (a) lEND MOMENT (b) POINT LOADS PI R P2 R P3 R P4 DISTRIB, LOADS WI. F W2. F W3. F W4 lEND REACTIONS / jHEAR VALUES <--.----- X ----~-~-> 1.25 3,25 5,25 1,080 1.080 1.080 . 1.25 3,25 5,25 1.25 ####### ####### 3,25 ####### #1IJ/lIMlt.. .. 5,25 ####### ##.#llff . .. ..... . .. ..' ... .49 . . .. . . :...484 .. i:4S .. . . . .27 .:~dz . ... . .. Proposed Member Nominal Width and GMlJe ;. (Point loads) ! P 11111111111111111111111111 t Xa (Distributed loads, W) 1.75" Microllam LVL Ra . Xb t Rb <------~-.----------~-_:-~--~- L ~~-~.------------~---~---~--> " LOAD DIAGRAM Max Shear = ReQ.uired A = Actual A = Max Moment = ReQUired S = Actual S = Allow Deflection = ReQUired I = Actual I = ( 2 ) 1.75 X 5,5 Use (2) I.7S x 7,25 Mlcrollam Min Depth ReQd (in) Fv Allowable Shear; Fb Allowable Bending; E Modulus of Elasticity ; I\. Deflection Limit; Cd Load Duration Factor; 2,978 # 13,6 in' 25.4 in' 3,89 42,800 # in 12,6 in' 30.7 In' 4,64 No, of Members ; Size of Member: 0,28 in 33.2 in4 111.1 in' 4,85 8 in, max, depth 285 psi 2,600 psi 1.9 m-psi L/240 1.15 835 442 -245 ..~~, ..... -I n3' ...".. , . . .. ...... . . -I~~ ...... ..~~~ . -iij. . . . -}"o/.:8.: . . .... I~ W .... DARREll L CARMAN. P,E, Project Name : lEND MOMENf (a) END MOMENf (b) ;gl~ POINT LOADS PI P2 P3 P4 D1STR1B, LOADS WI W2 W3 W4 lEND REAGIONS / .;HEAR VALL ES Member LocaUon : LL Type (FL SL Wl. EQ): Simple Span Length (L) : 'LOAD TYPE <-------- X ---.---> IX ROOF FLOOR (p->l) (po;O 20,0 10,0 25,0 40,0 45,0 50,0 Va Vb (=R3) (=-Rb) (#) (#) THE SHAIKO smJcruRAL CAlanAllOIllS Job No, 04-04 Page of Enby Door He3der 8 SL ISIMPlY SUPPORTED CANf(LEVEREO DEAD LOAD : IN[ LOAD : TOTAL LOAD : 3.50 ft ROOF / FLOOR (R cr F) 'W'1i""''''''''WIt; &;,?I/,if,'f.'@i."tibWfi% M X P EXfENT OF LOAD PANEL WIDTH Xa Xb alXa alXb (lI) (#) (lI) (lI) (lI) (lI) W!lfll"fIM!Ii.' ":'IIII,'kWlt;WW ."'''.f!!lili w=";,,,WIt;", 'fii""f'Nllm. .''''''''''w,w<t., llit~#.~ wmlkfmr:AWAW&,w,. ." :: [f, }!ikWl}{!!J!,'&/; t~?m{!!YffMt;i,~ Wfm,,~1fi"tf!&~Vi ~~* "!tN!7mWWf&."fffi ~k"%'n.t[(f.ff';jt{tTtj \%"-.<ftP}.<'.,"'""w}'i :Wl"&W""-'@:(kl) >;l'""<~."$"{'~!% ?,~.\':;"''i'~~~~ ~. ~~~i%n !Wt'e&\t~%~.t>j ~'('.~'%~h.f;t ~~'t~ (#lI) R R F 0,25 2,25 0,25 7,650 765 3.700 7.104 273 .. -.3,..:t6 .. . . . ...... . . . . . ' .. , .. . .. . . .. ..... . . . .. .... . .W08I3 .....t . . (Pant lo3:Is) . ... . .. Proposed Member Nom1na1 Width and Grtl/le : . ~ P IlIllillllllllllllllllllll f Xa (OISlrlbuted Loads, WI Xb f Rb R3 -546 "-l~~ . ..... ....M. . . .. ..... . . . .' ..... . . . .. .' ..' . . . . . -JJPJ ,.' . . .... , L ---------------------------> 5,25 . Parallam PSL dq:ili <---------------- 161n max, '. LOA 0 DIAGRAM Mln Depth Reql (In) Fv A1IONab1e Sl'o2r : 290 pst Max Sl'ear = 10,813 # Fb A110Nable Berdlng : 2,900 pst ReQuired A = 48,6 Irr E Modulus of Elastldty : 2,0 m-ps1 Actual A = 49,91rr 9,26 /). OeDOCUon Um11 : L/24O Cd Load 0 UTaUon Factcr : LIS Max Moment = 22.700 # In ReQuired S = 5.7 lIT Actual S = 79,0 lIT 2.56 Size of Member : 5.15 x 9.5 Allow DenOCUon = 0,\8 In ReQuired I = 13.7 tr1' Paralbm Actual I = 375,\ tr1' 3.15 .~ ~. ... ARBOR SOUTH ARCHITECTURE, PC Project Name; SHANIKO STRUCTURAL CALCUlATIONS Job No, Page of Member Location: Porch Beam 9 LL Type (FL. SL. WL. EQ) ; !SIMPL Y SUPPORTED CANTILEVERED DEAD LOAD; LIVE LOAD ; TOTAL LOAD: SL Simple Span Length (L); 5.s0 ft LOAD TYPE ROOF I FLOOR (R or F) M x P EXTENT OF LOAD X a X b (ft) (ft) PANEL WIDTH atXa atXb (ft) (ft) (# ft) (ft) (#) lEND MOMENT (a) IENO MOMENT (b) POINT LOADS PI R P2 R P3 R P4 IDISTRIB, LOADS WI W2 W3 W4 END REACTIONS I SHEAR VALUES 1.00 3,00 S,OO 484 484 484 . . . . . ' .. ' ..... I . . .. ..:..c .. .. Xl ROOF FLOOR (psI) Ipsl) 20,0 10,0 25,0 40,0 45,0 50,0 Va Vb (= Ra) (= -Rb) 1#) (#) 396 220 ... -+t . . .. . . ...... . .. . .. . . .. .... ..e~l) <-~------x --------> (Point Loads) . ... . .. Proposed Member Nominal Width and G~~e : . 4 in DF-L #2 12 in, max, ! P 11111111111111111111111111 t Xa Xb t Ra (Distributed Loads, W) Rb < ----~-~~~----------- --- ----~ L ------------------~------~-- > . LOAD DIAGRAM Min Depth ReQ.d (in) Fv Ailowable Shear; Fb Ailowable Bending; E Modulus of Elastici~ ; ll. Deflection Umil ; Cd Load Duration Factor; Max Shear = 792 # ReQ.uired A = to,9 in' Actual A = 3904 in' Max Moment = t2,800 # in ReQ..uired S = lIAin' Actual S = 73.8 in' Ailow Deflection = 0,28 in , . ReQ.uired I = 11.7 In Actual I = 4tS.3 in' 3,iI 4042 Size of Member: 3042 95 psi 875 psi L6m-psi L/240 l.I5 4 X 6 Use 4 X 12 DF-l #2 -88 ..~U. ..... . .-iilJ. . . .. ....f. . . ., .. .el . . . .. .1 ..' . . . . -- . .-.7J].,. . . .... '- ~' .. DARRELL L CARMAN. P,E, Project Name: TIlE SHAlJ(O Member locaUon : G3I3ge Door HeaM 10 II T;pe (FL SL WL EQ) : Sl Sbnple Span length (l): 16.50 ft . STI<<JCTURAL O\lClllA nONS lob No, 04-04 Page of \SIMPlY SlIrlVI\' <D I CANTIlEVERED DEAD lOAD : UVE lOAD : TOTAllOAD: ROOF I FLOOR (R or F) lEND OMnrr () ""'WW!i!!P"""-'" M em a !&.'ibiJ!i!!idt/i&>>l END MOMENf (b) BTh@lnr4.~ POINT LOADS PI R P2 F P3 P4 DISfRlB, LOADS WI R W2 R W3 W4 lEND REACTIONS I SHEAR VAll ES LOAD TYPE M x (#ft) (ft) 7.650 3.700 ' 6,25 16.50 9.53 25,00 6,25 IX ROOF FlOOR (",0 (",0 20,0 10,0 25,0 40,0 45,0 50,0 Va Vb (=Ra) (=-Rb) (#) (#) . 9.53 .ri,g(j , .. ' ...... . . .. ..... . . . .. .. 4,752 2.29~ ... .. o . .. . . :."t.~ :. }5~1 . .. .....t. .U~ <------- X -------> (Point loa:1s) . ... . .. PrqxJSed Member Nominal Wldlh and GfMe: . P I EXrENT OF lOAD PANEL WIDTH J Xa Xb atXa alXb (#) (ft) (ft) (ft) (ft) """"'''''''~%71iii!!A'1f!P''';''\ W&lliWl/!ilf!i _iI&'IIi ,W;Wt!i!!'liXIJ ~W;t!t~'~t<)'h~t1tW~ ~r1n~t1fWr~ ~?W WWtw;1JWffM mY(\B,MfW1j\iWb",,'Mil_iJI Wi1liiIiIMM~1J ~?iiiJi%.' -.<<w.<<'V.'&if!lil ;'(~~m ~~ fi.<<'fJi!fJjhJ%..t,y mM~.:<'iW.m~ J P llillilll/IIIIIIIIIIIIIIII t Xa Xb t Ra (DIstrlWted loads. WI <----------. l- Rb > 5,25 . ParaJlam PSl 18 In max, dq:th -2,898 !r. -SOl . ...., ..... . . . ., ....' . . . -5~ .... . -l.'l5() . .. . . . . - . -121';1; i:i.J.l..1. . . .... . lOAD DIAGRAM Mln Depth Re~ (In) Fv All<>N3ble Shear : 290 psi Max 5rear = 12,805 # Fb Allo.v.Ible Berd1ng : 2,900 psi ReQuired A = 57,6 IIf E Modulus of ElasUdty : 2.0 m-psl Actual A = 94.5 IIf 10,97 t;. DeIIOCUon Umlt : II 240 Cd load Duration Factor: 1.15 Max Moment = 902,100 # In cr SIze Factor: 0,98 ReQuired S = 282,91rt Actual S = 283.5 Irt 17,98 Size of Member : ),25 x 18 Allow DellecUon = 0,83 In ReQuired I = 1.918,9111' ParaII3m Actual I = 2551.5111' 16.37 P EXfENI' OF LOAD PANEL WIDTH Xa Xb atXa atXb (It) (It) (It) (It) (It) fS'1;;@%'iiJ51/;,Wi'fJJ&1,. ~. Wk.'-W/h _ tW'iiWilli%M iF9WPJi>1viii@Wi."wA '-lfIr%%Wllmjji&J, =.<<.,..<<<<<'*w,<<<<.< <<<<"'Jf~tw.~ "@"..~mw.W<1 ~W{ . - 'fN~iM 'l.- .. ..... OARRElll. O\RMAN. P,E. ProJect Name : THE SHAIKO Member LocaUon : SlEd IJonna' Wlnlb.v HeadeIs U Type (FL SL WL EQ) : SL Sbnple Span Length (L): 3,00 It LOAD TYPE ROOF / FLOOR (R or F) M x (It It) (It) """'*'''1El^'''Jii~ #,(::::'~"';~">>~, >i>">,*,-\~">~~, -..,Ifi,r>>'''',1...,,,>>,,,_,;m %W"'\~"<+,%. _$;'t~W$"'''''''''m END MOMENr (a) END MOMENr (b) POINI' LOADS PI P2 P3 P4 DIsrR.lB, LOADS WI W2 W3 W4 > END REAcrJONS / SHEAR VALLES R l.SO <----- X -----> (P~nt Loads) ~ P 11illl11111111111111111111 t Xa Xb t Rb Ra (Dlslrlluted Loads. W) < ------------------------ L ----------------------- > . LOAD DIAGRAM Mln Depth Re~ (In) Max Shear = ReQuired A = Actual A = 394 It S,41n' In' 3,60 Max Moment = ReQuired S = Actual S = 7.100 # In 6.4lrt Irt 5,06 Allow Denect10n = ReQuired I = Actual I = 0,15 In 3,2111' 111' 1,94 SlRl.ICfURAL CALClIlA llONS Job No, 04-04 Page of SIMPLY SUrru", ~O CANTIlEVERED DEAD LOAD : 1M LOAD : TOTAL LOAD: IX ROOF FLOOR (psO (psO 20,0 10,0 25,0 40,0 45,0 50,0 Va Vb (= R.a) (=-Rb) (It) (It) 788 ..... . . . .. 394 -394 ..... . . ..... t.. .. . . .. ...... . ...... . . .. . . ...... . . . . .. .. . ..... . . . .. .. .. . .. . . .. ...... . . .... . ....394 .. ... -..-m .... . . .. .. I'rqxlsed Member Nomlnal Width angt~ : .. . 1 In OF-L 1t1 8 In, max, d~ ...... . . .... Fv A1ICM\lb1e Shear : Fb A1ICM\lb1e Bemlng : E MOOJIus of ElasUdty : t, Denect10n Umlt : Cd load D urauoo Factor : 9Spsl 875psl l.6 m-psl l/14O I.IS Size of Member : 1 x 6 OF-L Itl II" ..,; ~.... ARBOR sourn ARCHITECTURE, PC Project Name; SHANIKO Member Location; Shed Donner Beam LL Type (FL, SL WL. EQ) : SL Simple Span Length (L); 16,00 ft LOAD TYPE ROOF I FLOOR (R or F) M x (#ft) (ft) lEND MOMENT (a) lEND MOMENT (b) POINT LOADS PI P2 P3 P4 DI5TRlB, LOADS WI R W2 W3 W4 lEND REACTIONS.! ~HEAR VALUES, " (8,(]()) (8.640) <------- X -------> (Point Loads) ~ P 11111111111111111111111111 t Xa Xb t Ra (Distributed Loads. W) Rb <---------------------------- L--------------'--------------> LOAD DIAGRAM . Mln Depth ReQd (In) Max Shear = ReQlJlred A = Actual A = 4,320 # 19,8 In' 59,1 In' 3]7 Max Moment = ReQJJlred S = Actual S = 207,400 # In 66.4 In' 110] In' 8]1 Allow Deflection = ReQJJlred 1 = Actual I = 0,80 In 524.4 In' 622,9 In' 10,62 STRUcnJRAL CALCUlATIONS lob No, ':/'1 -c-i Page of ISIMPLY SUPPORTED ICANTILEVERED DEAD LOAD : LIVE LOAD ; TOTAL LOAD ; I xl ROOF (psI) 20,0 25,0 45,0 P EXTENT ,)F LOAD Xa Xb (ft) (ft) PANEL WIDTH atXa atXb (ft) (ft) Va (= Ra) (#) (#) .... . . . FLOOR (psI) 10,0 40,0 50,0 Vb (= -Rb) (#) ..... . . ..... 16,(]() ...... 12,(]() . 12,00 .. .. .. ...... .. .. .. 4.320 ..04.V-Jl . .. ..... .. . . . .. .. . '. . . . .. , 4,320, . "'4.320 . . . . -'L- ..... . . . .. .. .... . ...... . . .... Proposed Member Nolill11'al ""dlh an,rG~a"de ; ...... . ... . . . .. .... .. . 1.75" Mlcrollam LVI. 12 In, max, depth Fv Allowable Shear: Fb Allowable Bending; E Modulus of Elaslicll}' : o Deflection Limit; Cd Load Duralion Factor: 285 psi 2,6(]() psi 1.9 m-psl 1.1240 1.15 No, of Members; ( 3 ) Size of Member: 1.75 x 11.875 USE (3) I 314" X II V4" LVI Mlaollam '.~ l.l ....... DARREll. L CARMAN. P,E, ProJect Name: THE SlWKO Member locatlon : Shed Donner RaIlers II Tjpe (FL SL WL EQ) : Sl Slmpe Span length (l): 1750 fI LOAD TYPE ROOF I FLOOR (R cr F) %"""'i\1P\'Wi! <,t~fiA'i&!f}P>'1,'f.~,'$; \\Wf:Niili1JIi!\'iil1 ;t~illi~"M M x (#fI) (fI) (#) P STRLICfURAL O\lOlJATION5 lob No, 04-04 Page of SIMPLY Slkrul\l tD CANfllEVERED DEAD lOAD : UVE lOAD : TOfAllOAD : EXTENT OF lOAD Xa Xb (fI) (fI) PANEL WIDTH atXa atXb (It) (It) IX ROOF FLOOR (psI) (psI) 20,0 10,0 25,0 40,0 45,0 50,0 Va Vb (=Ra) (=-Rb) (#) (#) Wf!i!IiiJW!iffil%' 2fo\Wi'ii'Ii,\t'Jil",*'i(.~YifWflii f!ffj/ffffll"W!bYi W''''*$W!?j}f '/ff#;,'IIffA'ffi5'&. 'id'iAffi"':,'W..f!!i%!i: ;:Wgmffi~!'!i m1A\1lK??:'9!M>_,< 'lC,_~$~'t, ~7il&;'i,m'"{;'J,.,;: ,____,__~.._'---...W!?; WI&1Wiiiiilflj %\".\\IlJ 'if.!ili.lt.!iljWf!. \%illfWili.l$ W"%\"'''''.M'ifl ,;;;;1~4*,\\\11il ~%~w %ffii -. .,." "w.:J:<wt~~ iJffftilWJ;i5,'>."W.-.w ~~<<*~ ~'>1.W<<<>~ END MOMENf (a) END MOMENf (b) POINT lOADS PI P2 P3 P4 Dl5fRlB, LOADS WI W2 W3 W4 END RfACnONS I SHEAR VAlUEs R <------ X --------> (Point loo:ls) ~ P 1/111111111111111111111111 t Xb t Rb Xa Ra (DISlrt!lJted loo:ls. W) < ---------------------------- l --- -----> .. lOAD DIAGRAM M1n Depth Re~ (tnl Max Shear = ReQuired A = Actual A = 788 # 10,8 In' In' 7,21 Max Moment = ReQuired S = Actual S = 41.300 II In 31.0 In' In' \1.13 Allow Deflectlon = ReQuired 1 = Actual I = Q,88ln 127,8111' lIT 10,07 ..... . 1750 2,00. 2,00 . . . .. .. . ...... ..... . . ..... ... .. . . .. ...... . . .. . .7U ...... . ..:.m .. .. . ., . . .. ..... . . . .. .. .... .. . . . -788 ~ ....788 .. .... .. .. Proposed Member Nominal WIdth ancj~: .. . 2 In DF-l #1 Fv A1lo.vable Sl>ear : Fb Allowable Beriling: E Mcxh.tlus of ElasUd\y : t; Dellectlon limit: Cd load DUI'3UOIl Facta' : Cr RepeUUve Member Factor : SIze of Member : ...... . . .... 12111. max. derth 9SpsI 1.000 psi 1.7 m-psl l/24O U5 1.15 2 x 12 DF-l #1 '.~ . .- DARREll L CARMAN. P,[, ProJect Name: THE SHAIKO Member LocaUon : SIm Dooner Roor Idsts LL Twe (FL. SL. WI.. EQ): SL Simple Span Length (L): 16,00 ft 'LOAD TYPE ROOF I FLOOR (R or F) M x P (#ft) (ft) (#) STRIJCI1lRAl CALClIIA TlONS lob No, 04-04 Page of ISIMPLY St.h-.u", to ICANTlLEVERED DEAD LOAD : UVE LOAD : TurAL LOAD: EXTENf OF LOAD Xa Xb (ft) (ft) PANEL WIDTH atXa atXb (ft) (ft) :~t~%,,*%YJft$\~@ %>~~.w>t!)HW,t,}j, '''\\fuWMi!%t\% 91**4,<%%':<W1 '1Nff&lWNffW '!!i!i/"W/i,lWAW 'IIi/"'''WIlII\'S'fN tNNY$\i;WI'1)l\\1i\\W"""W """"~WIIi1II1<." ,'ifN,~"-.<;>'~'~';'<;<;: ..;;;;:l~"fk;ff?-;w,..w; _{ffu%li'-!1k~;;f,::", ,,~~','ib,^%?A\<<>'1?l,'{,~>w~w,w@;"w tff1,V;&,"'W,\"t,*'W ",",,"",'@,r,.,,,.m"!iJ'I!."l@'I'M",;,'W"M""'@'j'.'\ ...... _.' ~R\'llitt'1:;;:-.-;.:t\~ :<lm':"(<\,*'..'t -, ,"<<. ~"~''i:';, ,""{,,~,.'.,",,,,-,(0.;~P'ti x ~ ,_ '. _ _ '.i~<<<:;;.ill'.;,$.;;:;~ lli*:l;:::m<.J.<< '^ - w;<<':;'&,,,,, ,B~:~:R~",':;':;':;'l'}'<"f t" m;;.. <<.~..... END MOMENf (a) END MOMENf (b) POINf LOADS PI P2 P3 P4 OI5TRIB, LOADS WI Wl W3 W4 END REAcnONS I jHEAR VALLES F <---- X ..,---> (Pant Loads) ~ P 11111111111111111111111111 t t Rb Xa Xb Ra (Distributed Loads. W) < .----. ------------ L --- ----> LOAD DIAGRAM Mln Depth Re.p (In) Max Shear = ReQulred A = Actual A = 800# II.Olrl 16,9 IrI 732 Max Moment = ReQulred S = Actual S = 38.400 # In 28]lrt 31.61rt 10,71 Allow LL Dell = ReQuired I = Actual I = 053 In 130,2 In' 178,0 In' 10,14 ...... 16,00 2,00. 2,00 . . . .. .. . ...... . . IX ROOF FLOOR (P>!) (J1i1) 20,0 10,0 25,0 40,0 45,0 50,0 Va Vb (=Ra) (=-Rb) (#) (#) ..... . . ..... ... .. . . .. ...... . . .. . .800 ...... . ..~o .. .. . ., . . .. ...... . . .. .. .... . ....800 ~, - .. .... .. .. Proposed Member NomIrol Width an\l~: .. . 2 In DF-L #I Fv A1IONab1e She3r : Fb A1IONab1e IJenjjng: E ModuILIS of ElasUdty : '" Deflecnon limit: Cd Load 0 uraUon Factor : Cr RepellUve Member Factor : Size of Member : ._~ ...... . . .... 12 In max. dq1h 9Spsl 1.000 pst I] m-psl L/360 1.15 1.15 2 x 12 OF-L #1 .. .. ....... DARREll L. CARMAN. P,E, PrO\ect Name: THE SHANlKO DESIGN VALUES Sdl Brg: 1.000 pst F'c: 2.500 psi ROOF LOADING 20 pst LL: DL: FLOOR LOADING Dl: LL: 10 pst MK SfRI P lOAD FOOTINGS SIZE WIDTH DEPTH RElNFORaMENT 114 lIS #6 RfMARKS COLUMN LOADS ROOF FLOOR TOTAL (Ibs,) (Ibs,) (lbs,) (pi!) (tn) (tn) A B.250 B.250 40 B 3 I B B.250 8,250 40 B 3 C 4.904 4,904 32 B 2 D 6.047 6.047 32 B 2 I E 6,000 6.000 32 B 2 I F 6,000 6.000 32 B 2 IG 6.578 6,578 36 8 2 IH 17.697 17.697 56 10 5 I I 12.524 12.524 48 B 4 I J 1;, o.jOj (,:> 1;,4"1(,> ';2- t. 1- K 17.880 5,900 23.780 64 10 7 L 9,630 5.900 15.530 52 10 4 M 7,650 3.700 11.350 44 8 3 N 10.507 2,2.98 12,805 4B B 4 0 11.354 1.402 12,756 48 B 4 P .,; IQ R S T U V w Ix I y Iz 25 pst 40 pst STRl..I01JRAL CALCUlATION5 lob No, 04-04 Fy: 60,000 psi Page o! I RESIDENrIAL I X I I NON-RESlDENIlAL 2 2 Ortglnal Fod1ng Ortglnal Foct1ng Original FootIng (Eliminated) Or1gtnal f~ (E1tntlnated) ..:.. . Ortglnal toctT~ C~~~Fcoungt..: - - -- Orlgt~Fodlng I I ...... ...... .. Ortglnal focqng (E11lll!nated) . . .. . . . ... ... Ortglnal "'dJ~ :. .. . ...... Original F~ 3 3 .. .. 2 2 . . ,.. ~...~.('). . '~otl""<-,o u;,. \'n-t.".~ \2. , - .... ..lli'~ . . .... 5 . ... RevIsed Foottng B . ... : 3 3 2 New Foct1ng. CcmIIne v.lth Foollng E 2 New Fading 3 2 RevIsed Foottng H 3 2 Revised Fooung I '.t_ -- ~... DARRElll. CARMAN. P,E. Project Name: THE SHANlICO COMBINED FOOTlNGS FfGS FOOTING I 2 X load Size (in) (#) (in) Il E 24 15.530 52 I- I r I I I I I I I I I I- I . FOOTING 2 load (#) 6,000 Size (in) STRlJCTURAl CALaJlAll0NS lob No, 04-04 Page 01 (In) Depth Wldth length (in) 32 (in) 10 REMARKS COMBINED FOOTING X' 52 (in) 72 Re. nford~ Bars 7 long Sheri 4 6 #4 Size ..... .... ..... . . ... .. ~ . . . ...... . . ...... .. . ...... . ....1. .. . . . ...... 0 : . . .. -.. ~ .. . . .' ...... .... . .. . ..., . . ..... . . .... 0 ...... o. .. . .' . . . . . . .... I.l..,. "';> or I 'I STREET TREES 6.00 DFc,STGN STANDARDS 6.01 PURPOSE ' " The purpose of creating design standards for street trees is to ensure that CitY streets are lined with healthy, vigorous trees ,chosen for their aesthetics accordlrigto type and species, and planted in appropriate locations suitable to vision clearance and overhead obstructions, while minimizing root damage to utilities, curbs, and'sidewalks, 'A well-designed street tree layout will promote ,a pleasing image of the City and "r'l-',,,~iate the value of a neighborhood. 6.02 GF,~"EB}'.L DESIGN CONSIDERo\TIONS When considering a street tree design, existing trees,desirable tree species,' tree locations, planting procedures, and plant establishment shall be taken into account. The goal is to have street trees that are planted approximately 30 feet apart, but not planted in sites that will cause the trees to be a nuisance or interi'ere with neighboring utilities or existing vegetation. Design plans for proj ects requiring street trees shall show the street tree loc"iti~1\S in a.s~af~d format on the street lighting plan to ensure street tree locations do not conflW.~th street li~ts. Trees shall be at least 20 feet from street lights, . ' .. ...... ,. , A Tree Felling Peimit shall be applied for and obtained before removing mcn-;.tIiiln fiv;'ttee~ of five-inch D.B.H. on private projects, City of Springfield Developmen.~8~ces 'Staff are 'available to evaluate trees located on private property. '... ... ...... ... .. .... .. .. 6.02.1 'EXisting.Trees .. :.: Existing trees that meet standard tree requirements shall be evaluated for retention to meet ihe ' Springfield Development Code: Look for trees thai are healthy, free of disease, ,and of befitting species. The trees saved should be an asset to the neighborhood before an~ after street construction. If the trees are in sound condition and Best Management Practices (BMP) are, ' employed in the field to minimize the stress of construction, the trees may be, saved, Trees, without adequate protection will become a liability and will die after aJew years. BMP's to save existing trees shall include, but not be limited to, the following methods: ,', ' A. During initial planning phases of street design, determine which trees should be saved. 'If 2/3 of the root system can be protected from construction, the tree shall be considered for saving. ' B. Surround the trees with a fence along the drip line (edge of the tree canopy). ,As a minimum effort, this area shall be considered off limits to all construction activity. , C. Apply a four-inch thick layer of chips 'or mulch around the tree roots to prevent compaction of the soil where construction machinery would cross the roots, D. Prune all roots encountered during construction using sharp tools. ' , E. Trim low tree branches to prevent breakage, F. Design sidewalks of variable width, elevation, and direction to help save an existing tree. ' , ,'G. Tunnel or pore for utility installations rather than trenching around the trees. , I ' :;ectlon 1 - lJJ;:;:;JUN STMlJAlUJS 0-1 ,W:;!-' Luul ., ..... . . ..... .... .. . . .. ...... . . .. ...... . . .. .. ... .. . . . '.... ...... . . .... ,., I 6.02.2 ' New Street Trees, New street trees shall be selected from the approved, species list or as approved by the Public Works Maintenance Division. Select healthy trees' free of disease that have good form with a , dominant ~Fntral leader~ Look for large root balls free of girding roots. 'A v~id trees ~th, , cankers, scars, and dead or broken branches, Acceptable trees for planter stnps of varymg widths are 'btalogued below. Street trees are not recommended ip planter strips less than four feet wide. il When trees are planted in strips smaller than that,' significant sidewalk damage, occurs. When planter strips are less than four feet wide, trees' shall be planted behind the sidewalks Ji adjacent yards. Where curbside sidewalks exist or. are proposed, street trees can be . ' selected from any approved category and shall be planted at least five feet back of sidewalk but not more ilib ten feet.' When planting trees in large planting strips, plant in the back half of the planter stripl closest to the sidewalk. ' ,I , ' 6.02.2.A Ust of A,~~~r~~,ble Str~et Trees The followmg list of street trees shall be used to determine acceptable species for: II . . . ..:.OPlanter Strips - 4 to 6 Feet Wide (No Overhead Power Lines) , ..... .... . . ..... . . ...... .. .. .... Hed~.MapJe. ....... :..:. ~ 'Quee!1 EIi~~beth' Hedge Maple .. ColisMM ~ple ......p .4.. l,.'-A .. . '. ape,war,....'aple. '. . .. ..R d ~1 ,.i,1 ... . e He.' ' ..... :1 ...... .. 'Autumn FI,\,me' I"{~c-Maple ... ~ " 'BolWl"a'I. Fled Map/II... . ..... "KafP.ick'~ed MaPla . ..' ..... . 'OCI~b~.Gt6rY Red Maple 'Red Sunset' Red Maple 'Autumn" Bla,ze' Maple 'Autumn Fantasy' Maple 'Celebration! Maple 'Scarlet Sentinel' Maple 'Briotti' Red Horsechestnut 'Ft. McNair" Red Horsechestnut Serviceberry European Hornbeam 'Fastigiate' European Hornbeam American Hornbeam Sugar Hackberry 'All Seasons' Sugar Hackberry Hackberry 'Chlcagoiand' Hackberry 'Prairie Pride' Hackberry Katsura Redbud Fringe Tree' Chitalpa Flowering Dogwood Korean Dogwood Dove Tree White Ash 'Autumn Applause' White Ash 'Autumn Purpie' White Ash 'Champaign Country' White Ash 'Rosehiil' White Ash' 'Globe-Headed' European Ash ' Flowering Ash 'Raywood' Ash 'Bergson' Green Ash 'Marshall Seedless' Grelln Ash Goidenrain Tree Blackgum American Hop Hornbeam :-Persian Parrotla Chinese Pistache Sargent Cherry Red Bark Cherry 'Dancer' OrnamElntal Pear , Callery Pear : 'Aristocrat' Callery Pear : 'Autumn Blaze' Callery Pear , 'Bradford' Callery Pear , 'Chanticleer' Callery Pear , 'Red spire' Callery Pear , Pea Pear ' , Japanese Stewartia Japanese Snowball , , Japanese .Tree Lilac 'Ivory Silk' Japanese Tree Lilac , Japanese Zelkova . ' 'Green Vase' Japanese Zelkova I 'Halka' Japanese Zelkova , Village Green' Japanese Zelkova '- Planter Strips - 6 to 8 Feet Wide (No Overhead Power Lines) 'Autumn Flame' Red Mapie 'Bowhall' Re:d Maple 'Karpick' Red Maple' ,', " 'October G19ry' Red Maple 'Red Sunset' Red Maple l' , Sugar Maple, ' 'Legacy' Sugar Maple ' 'Bonfire' Sugar Maple ~ectlOn ! - DJ:;~!UN STANDARJ)~ 'Rosehill' White Ash European Ash 'Globe-Headed' European Ash Oregon Ash Flowering Ash - 'Raywood' Ash Green Ash 'Bergson' Green Ash o-;L Callery Pear 'Aristocrat' Callery Pear . 'Autumn Blaze' Callerypear 'Bradford' Callery Pear , 'Chanticleer' Callery Pear 'Redspire' Callery Pear Pea Pear English Oak ~.t.J~t' ;Luul . ;, 'Commemoration' Sugar Maple 'Green Mounta,in' Sugar Maple 'Seneca Chief Sugar Maple, , 'Norwegian Sunset' Maple 'Pacific Sunset' Maple 'Autumn Blaze' Maple 'Autumn Fantasy' Maple "Cel,ebration' Maple 'Scarlet Sentinel' Mapie Common Horsechestnut 'Bauman' Horsechestnut 'Brlotti' Red H'orsechestnut 'Ft. McNair' Red Horsechestnut Serviceberry European Hombeam 'Fastigiate' European Hombeam Amerlcan Hombeam Sugar Hackberry 'All Seasons' Sugar Hackberry Hackberry , . , , "Cimmaron' Green Ash , 'Marshall Seedless' Green Ash 'Patmore' Greem Ash, " , 'Summit' Green Ash 'Urbani~e' Green Ash . Ginkgo 'Autumn Gold' Ginkgo 'Lakeview' Gin kgo 'Magyar' Ginkgo 'Princeton Sentry' Ginkgo 'Imperiai' Honeylocust 'Moraine' Honeylocust 'Shademaster' H9neylocust 'Skyline' Honeylocust Carolina SlIverbell Mountain Silverbell Goldenrain Tree' Sweet ,Gum 'Burgundy" Sweet Gum 'Moraine' Sweet Gum 'Skymaster' English Oak Scholartree 'Princeton Upright' Scholartree 'Regent' Scholartree , Japanese Stewartia Japanese Snowball Japanese Tree Lilac 'Ivory Silk' Japanese Tree Lilac American Linden 'Redmond' American Linden .'Legend' American Linden L1ttJeleaf Linden 'Glenleven' LittJeleaf Linden ' "Greenspire' UttJeleaf Linden Silver Linden , Crimean Linden Oregon Myrtle Japanese Zelkova 'Green Vase' ~s~lInese Zelkov" . . ...... 'Halka' Japan4se ~elkova '..: , 'Village Green. :J~~~nese Zelkova .. .. . . ...... . Planter Strips - 8 to 12 ~et Wide (No Overhead Power Lines) Black Maple 'Green Column' Black Maple NorWay Maple' 'Cleveland' Norway Maple , 'Crimson King' Norway Maple , 'Deborah' Norway Maple ' 'Emerald Lustre' Norway Maple 'Emerald Queen' Norway Maple 'Schwedler' Norway Maple ' 'Summershade' Norway, Maple, Sycamore Maple 'Lustre' Sycamore Maple 'Spaethii' Sycamore, Maple Sugar Maple ' 'Legacy' Sugar Maple 'Bonfire' Sugar Maple 'Commemoration' Sugar Maple 'Green Mountain' Sugar Maple 'Seneca Chief Sugar Maple 'Norwegian Sunset' Maple 'Pacific Sunset' Maple Common Horsechestnut 'Bauman' Horsechestnut :, Yellowwood , I Hardy Rubber Tree: European Ash ' Oregon Ash ~ectlon ! -lJJ;:;::iKiN ::iTANlJA.RlJ::i Green Ash 'Cimmaron' Green Ash 'Patmore"Green Ash , 'Summit' Green Ash 'Urbanite' Green Ash Ginkgo ' 'Autumn Gold' Ginkgo 'Lakeview' Ginkgo 'Magyar' Ginkgo 'Princeton Sentry' Ginkgo " , 'Imperial' Honeylocust , 'Moraine' Honeylocust ' 'Shademaster' Honeylocust 'Skyline' Honeylocust Kentucky Coffeetree 'Expresso' Kentucky Coffeetree Caroliria Silverbell ' .. Mountain Silverbell Sweet Gum 'Burgundy" Sweet Gum 'Moraine' Sweet Gum 'Tanbark Oak Southern Magnolia Saucer Magnolia Sourwood Amur Corktree 'Macho' Amur Corktree 0-3 . .,' .. . '. .. . .. . .. . . .. . Flowering Cheny. .: , .. 'Kwanzan' FI"~&\fiP,g CheW.. . . .. ..... Hlgan Cherry.. .. ' . ... 'Rosy Cloud' Flowering CtoliltIY : Yoshino Flowering Cherry, Swamp White Oak Scarlet Oak 'Forest Green' Hungarian Oak B'ur Oak Pin Oak Willow Oak, English Oak 'Skymaster' English Oak Northem Red Oak Shumard Oak ' " Scholartree ' 'Princeton Upright' Scholartree 'Regent'Scholartree , , American Linden , 'Redmond' American Linden .. 'Legend' American Linden L1ttJeleaf Linden 'Glenleven' LittJeleaf Linden , 'Greenspire' LittJeleaf Linden Silver Linden, Crimean Linden Oregon Myrtle w::;.t' :wul' ..... , . . ..... .... .. . . .. ...... . . .. ...... . . .. .. .... . . . . ..... ...... . . .... . ' Any PlanterStripWith Overhead Power Lines Trident Maple Amur Maple Paperbark Maple 'Globe' Norway Maple Tartarian Maple Shantung Maple Shadbush , Serviceberry 'Autumn Brilliance' Serviceberry 'Robin HIII' Servicebeh)" , Redbud Texas Redbud Fringe Tree' Chitalpa Glorybower Tree Flowering Dogwood Korean Dogwood ' Franklin Tree 'Globe-Headed' EurOPean Ash' 'Golden Desert' Ash, 'Shirofugen' Flowering Cherry Sargent Cherry Red :Bark Cherry Japanese Snowball , Japanese Tree Lilac 'Ivory Silk' Japanese Tree Lilac 'Summer Snow' Japanese Tree Lilac 'Cumulus' Serviceberry In 'hillside developments with curbside sidewalks, use of native, trees as street' trees is' encouraged. Note that native trees shall not be planted in the City right-of-way and shall be planted in adjacent yards, Trees shall be planted from five toten feet back of the sidewalk, and . ..: . foot retainers shall be used. " ' ..... .... .. ... . . . ...... .. .. . , ..~. Refer.to Sectio~.;'.QQ.}llTI,~IDE DEVELOPMENT; and Section 7.07 COMPLIANCE WITH :..:. GOVE.RNMENT AGfNCIES, and related sub-sections of this manual, for guidelines to native' .. ...... . ......trees. . .. . . . .... ~ . .... .... ... ...; . Native "Trees i~.foijHside Development . ..' . .... .... . . ...... ..... facific-8M\1er Fir ...... ... ..'Whitet FD- ~. I Grand FiI~' Alpine Fir Red Fir Noble Fir Vine Maple Rocky Mt. Maple , Bigleaf Maple Red Alder Madrone Incense Cedar Nootka Cypress Pacific Dogwood Oregon Ash , Tamarack Tanbark Oak Brewer's Weeping Spruce , Engelman Spruce Sitka Spruce Knobcone Pine Shore Pine Lodgepole Pine Sugar Pine Westem White Pine Ponderosa Pine Douglas Fir , Oregon Oak California Black Oak' Cascara Buckthorn Coast Redwood , ' Western Yew Western Red Cedar Western Hemlock Mountain Hemlock Oregon Myrtle 6.02.3 Street Tree Size , ,Street trees shall be two inch minimum caliper." Caliper is the stem diameter of the tree measured six inches above the root collar, which is the flare of tree bark at the base of the tree where the tree meets the dirt. 6.02.4' Street Tree Location , ' , Street trees shall be planted at 30-foot intervals except where the planting interferes with traffic vision, street lighting, signs, or public utilities. When planting large canopy trees, tree spacing . 'may be modified if approved by City. Trees locations shall be: ' ' A. 35 feet from the perpendicular curb line of street intersections B., ,Five feet from alley intersection, driveway, water meter or other utility fixture ::;ecuon 1 - l).!::::;lUN ST ANDA.RD::; 0-4 J:,lJSI' lUU2 . .' C. '20 feet from a street light (columnar tree species allowed from ten to 20 feet of a street light), " . D, Ten feet from any utility pole. " 6.02.5 Tree Plantio!~ Procedures and Establishment Street trees shall be properly planted and watered to establish healthy trees, (See standard planting specification, Standard Drawing 2-2). The following methOds shall apply: A. A planting ,pit shall be excavated large enough ,to accommodate the tree root retainers which shall be uSed whenever the tree(s) are planted within, eight feet of a concrete surface, The retainer shall be placed against the concrete to prevent root evasion. Typically a retainer is placed on two sides of the tree. One retainer shall be set against the curb, the other against the sidewalk. The root retainer shall typically bel2 to 18, inches deep and two to four feet in length along,the concrete structure.' The root barriers shall be of a design similar to Tree Root Barriers by DeepRoot or equivalent. Never encircle the root ball with a root barrier. ' B. , Remove tree from burlap or container and place on solidly packed soil so that the root collar is slightly above the sUrrounding or anticipated grade, . .... . ..... C. InSert an aeration tube on two sides of the tree. The tubes shall extend frt>m the gr6dd surface to the base of the root ball. This will allow evaporation of e~cess 'molstUre and provide for efficient sunimer watering. The tube shall be filled with pea gravsI.. .the ' ,. rni~um.aeration tube speci~cation isa three-inch perforated ~S~fminf~~e.?r equIvalent. . : '..'.~... ~.. D, The tree shall be supported with two stakes on either side of the tree.' ... . . . . .0... E. On a typical four foot planter strip, plant trees at least I Y, feet from tm ;~alk 1ijlJ:l, 2"/' feet from the curb, On larger planter strips, loc,ate the trees in thebac~lla!f ofthe.pl<ptfr ' strip glosest the sidewalk. ' '... F, " Place'loose friable native backfill around the tree. If the excavation material is heavy clay, planter mix shall be used as backfill. ' G. Spread a two- to three-inch layer of mulch around the tree but keep mulch six inches from the trunk. ' , H. ' Black plastic shall not be used as 'a weed barrier around trees as it promotes surface roots, 1. 'Water the trees with ten to 20 gallons per week during the Summer months of the first and second years. Use a hose at low trickle for several hours to provide' deep root watering. This will encourage roots to' grow deep rather than on the surface. Home irrigation systems are designed'to water turf and shrubs, but not tree roots, Trees should be augmented with additional waterings, J. , Fertilizers shall not be used !lie first year of planting, A B 1 vitamin shall be used to , promote root growth. K. Street trees planted in ROW shall be subject to a two-year warranty period. Trees shall be alive and in vigorous growing condition after two growing seasons. See City of Springfield Standard Construction Specifications for further information" Secnon 1 -D.cSH.iN SlANDAkDS fl-' , .cDS!' ;wu"2 ..... . . ..... ...... . . .. ...... . . .. ...... . . .. .. .... . .... . . .... ...... . . .... )0 ./><} ~+ 1-- LOT 22 .,0 '10 "'"l> "'0 +'1 "'<- +0 '10 / LOT 1 ~ r., Q '11-- 00 1>-~ 0./ L 40.75' . . . . . . . R - 30' . . . . . . . . .. .. . . . 6 . . . . . . . 77049'09' . . . . . . . . .. .. .. . . IA 436,20 . . ... . .. . I B I 436,39 . . . . . . . . . . . . . Ie I 436,59 .. . . . . . . . . . . .. . . ... . . . ... I D I 436.78 ..................................................... I ........-..................................................... ! I I j .. . .. . ...... . . .. . .. .. ... ..... .-.........................................................................JI....tt.........!!....!!....!!....!!...!': mmm , SEE CUUDE -SAC' : .. . ,_ : II" CURB,I)ATA ,I, . . . . . . .. ... . . . . . . . . ....................................................................................,...........-.............................................................................. , : ' , , , , 'CURB! GRADE LT ~'RT' 'S' - '0., 9 ~<:) cP ~~ 8 ~ ~.... ,.<:) LOCA TE PER STD DRAWING "5-22 POLE WILL FALL WITHIN PUE "\ = ~ 7' PUE ,: S 2l LOCA TE TREES BEHIND PUE k 7' PUE 'I~ 20' 40'. ~/W 20' 0.5' ~.. 5.5' .. 14' PAVING .. . . :1: ... 14' PAVING 1/' ~~~~' " 12" C R s>: .': :. ~I" :': 2" CLASS 'C" AC ON I (FUTURE) .. .... . . 12" CLASS "B" OR 'C' . 2% . . ... . .. 2% ," ...- . .' ...'.,.'."..:, wr7, 10' MAX ,.~;',~ .,,'.;;'.:;' .;....'.;.;;...:.,..., ,'....,'.,'.,'.;,',:.-,;;;'.'..".'....;;'.;.;'..;';'..;;'.;;'.,.'. J!! -:b{ \ . -. ~. '''', ,; , '" ~. 0..- ; I , 5,5' ~ ~),5' > . -, CONC, WALK IIFUTURE) i TYPICAL 28":SECTioN:.fBReANNE DRIVEl NOT TO SCALE .. . . . . . . . . . . . . . . . . . . . . . .. .. .. ... . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. .. .. . LOCATE PER STD DRAWING "2-1 -,. LOCATE PER STD DRAWING '05-22 "\ c. n s -~ . .~ t:, ". ~f ~,~'" . ...,>' , rJ.~ 'k J' it '~ :.- 'r '" ; rr~. ,It f 1>0': : 'I~' ~ : . .. ~ ;'1 'i. <,:' . " , ~. 'r .'ff . "'. ~ - .""--- ~ - ~ .---- 'I , ~, ~ .. '" 1'" ~ t. >0.( 1'<> LOCA TE TREES BEHIND PUE L " r., ~ "'.", <>0 .,,~ ~ 10 .. .. .. 1j . . . . . . . . . . ~<:) .t: .. . 9 8 . . . . . . . ,p ~ Co~ ~... ~<:) LOCATE PER STD DRAWING #5-22 POLE WILL FALL WITHIN PUE '\. J;;:. ~ 7' PUE )j ~ I : I I I I I I 7' PUE :/:.' 20' ,- + o'S'i'( S,5' . _ 14' PAVING .,_ 14' PAVING :: 5,5' :,'~' CONC, 2' CLASS 'C' AC ON CONC, i WA, LK 12' C.R, "\ I (2' CLASS 'B' OR 'C' WALK : (FUTUREI 2% , \ _ 2% (FUTURE) 10'MAX '~~~~:"~,' ,.,.,.::,.::..:~,..~.:./,.?':,..::,.;:,.;.;;.,...,'~,.'f::~; ., '<,' )~~~t_~~~~~ 40' R/W 20' TYPICAL 28' SECTION (BREANNE DRIVEl NOT fO SCALE rY LOCA TE PER STD DRAWINGoS-22 '\. = n LOCATE PER STD DRAWING #2-1 " ,~ <.. o I <0 N o I N N N ~ I ~ I II) 29-0 11-0 I I I - -_I 9-' I I I , , ,i_=l i :7)10' i = 1--- I 1'-- as!--- I I _:5)~ , , I , ~ ~\\0 DO ~ -\YV9 ~ ~w9.~ (~~ ~ ~ . ~.1A1A ~ ~ ~{\~VN,-~t, , W\~ ~~ €t\d crD ffili\ \l u-S5 See ~ on t~~\<<\ ~~ N C yf ~t ftter ~ ~OY\~ II) o I <Xl ... :c , _ (5) B; iil \. r " / I '\ / ===1- j I \ \. i ' I ~ i / \ :3) C' .j, , ' I -- (~Yl' \ I . / \ I :::. .,\ _ :=_1 -' /::~ :': l ~:. h ~ -r--.F=-- / 1--.'. ..' _ 7 ~-'---- ~ -" \ ~. _. .....:"01 -~ I . ... ...'-1 . - ~. .. . J .,~ . \ I' . - .,.~. I .... . .' '.... . ~2 . ,. .Ii , \,... . I , 1 9-6-8 I .. . ::..::... .J . .: : .. .: ..: ... ... ..... ... :...::... .. .. ... 20-5-8 ... .. <Job Name: I?ETERSOI\~ BRC X-lOC REKT SIZE REO'O 1 1.10.0 913 5.50. 1. SO. 2 19~ 8- 0 913 5.50. 1. SO. BRG REQUIREMENTS sho.n ue bued ONLY on thE' truss IILIteri..l .at e.ach be..dnQ MAX DEFLECTION (sp",n> : L/999 IN MEM 11-12 (lIVE) l.. -0.05" ().o ~O.O]" y. -0.08- MX DEFLECTION (cant) : L/999 IN MOl 12.13 (lIVE) l.. 0.00" 0.. 0_00" T.. ~O.Ol.. ~1ICAl~I~~FOtI(~~at!rMI ~Ji ]_4 _44011.15 I 2511.60 0.11 4-S .6111.1S I H41.60 C.B 5-6 -1211.60 I 1111.15 0.15 8C ([M'.'~.I T[J6.WIl.- 131 '~I -lOSl.60/ 1171.60 0.24 1_9 _SOl 1.601 41( 1.H 0.27 9-1O ~:\(l! 1.60 I 4)( 1.15 0.15 10-11 ~H9 1.60 I +411.15 0.24 11-12 ~504 1.601 'U1 l.iS 0.21 12~U -1001 1.60 I UlI.60 0.24 'oil COOP. IU.. I TE/6. 'CUlt. OI 2-1 -1811.15/ n.1.60 0.)) 2.10 -252 1.601 211 1.60 0.14 J-I0 -6E1.lIOt 1741.lS 0.01 J.ll ~2611.601 2611.60 O.ll ..11 -2)1.601 1171.25 0.01 S-11 _2511.601 2171.60 0.1" S-12 ~&ll2~1.U I 319\1.(0) O.B Truss 10: PTN-A1 Te 20:4 OFL II Be 2w;4 OFl 11 WEB 2114 OFL STAHOAAO PlATE VAlUES PER ICBO RESEARCH REPORT 11607. Loaded for 10 PSF non-concurrent BClL. PlATING BASED ON GREEN LUMBER VAlUES. J;II Wl!b br.uinQ rl!quirl!d U euh locuion shOlm. rt Sf!f! uandollrd deUi 100 (TXOI01l7001.001 r~l). ;~i~iDlsif;c I~ ~Ir~:.osIi~9~ESUL T OF 'WLTJPlE LOAD CASES. OniuQe IllUst bf! providf!d to ilvoid pending. Qty: 1 4-5-4 4-5-4 4_1-6 8-6-10 4..4-12 12.11-6 4..4.1' 4.1-6 17-0-12 4-5-4 21-6'() UPLIR REACTION(S) : Support 1 -215 lb Support 2 .225 lb This truss is designed usin; the UBC Code. Sldg Enclosed.. Yes. IlIlpOrt.nce F.ctor .1.00 Truss Lout ion. Not End Zone Hurriune/OCun Line.. No bp Cueqory . e Sld; Lenqth.. 50.00 ft. Sidq Width. 20.00 ft Me.n roof height. 11.76 ft. lIlph.. 110 use Stollndud Occupollncy. Dud Lo.d.. 10.2 psf 7~' 5 SHIP ~, f\J~1 Iem5Pla, 1e5.ilre 2O~. unles, ss/lownby.16'(16ga J. ...../16oal,Qf.MX-/TWMX20Q<l). ~honed per JQlnl DelallsRE!OQfl __ __ ere/eo les _and false rrame~les are~lOI1ed" aSc sti2W'1 alStM'l. "Shirt ~b1e Slud OIales 10 avOl(l OIfCflaD with.struc1tJral ~'es (or'staplel _ 1 NJU1MGRead all notes on this sheet and 9"'" a oopy of.."., lIr,of:reclin. Contractor. ~ TM<>>SlgftISIor...nll'o'dual_"'lI~nol~~ "fIM_"~Of\~~~lhI!~"""'Xl\nf .. ....,don!'.,ac:alItlanc:ewChhOlOTetlll_ofTPI...,...fP...""'SIO"SlanclWs No~ar,....&Igo'~~. o-er-.w' __ ... .. _lObeoedtedbylhl!componenI.........adlftfardb'_r.odnlO"'''priotlDl~.n-.~...._~11'''~~. . 'utikleCIOIllhisdesiQnrreelOfe.ceecllMlcal"'lllrnpoMclbylhl!lo(:aI_"'lIcodeancllhl! ,. ..", Thotdlrsl\ll___INIl""'~ MOSHOFSKY ...."""bfxedbylhl! rooIOfI'loOf_.,,;ng arcl\l'eboTlomd'onllSl.all!f#'ftlllOedby''''lIll"~mllel'1ll11Il'ectly~. ....11_- noted, O<K1f1gsl'vown.s!\)fl;M1l1suPP01lolt;llmp)nl!rU"""_~O"""lOreclutI!tIucI<lil'IgliHlglll T"MCOfTIIlO,,",nl_.""'beolxed"~ ~j TRUSS erM\'l)flo:l'lenlllgl_CArSeII'leIl'lOlStlnWfUnldlhe-oocltle.a!t!<Il9%...s!o'.........CI:>f1nIdofIll'*COffOSIOf1 F~."""le.onNlI 4445 North ark Dr. andtllxethistruu.on;l<;W<llanc:ewChlhl!\oIooW!g.u.I1CI;anlS .Joof'd"'OCIlll"'ll~Re~........"OloCPaIfomT,......"...a<e.. ... Cola 5prin~s CO 80907 "A.NSVTPII'.WTCA.l'_WOOllT'unCOunalol.menu~rtlo..s'll"f'l~s.8Ull.D.-a(JllIollPOttEN.SA.FE"'I"ORM'"TeN'.. . . . , IBCsll-QJlal1Cl"BCSISUM.......RYSHEETS.byWTCAanoTPI.TI'leT'ussPlillelnsliflM(TPllrsttllJat...!'O~~~I\IfI~. .. ... TRUSPLUS 6.0 VER: T6.4.~~ISC:O'tSIfI!>.1119 TI'llI..."""~foontamPal'l!f...~(...rp...)lSlocaIeI'lllll"119\hS~.~.S'lIOOW~".~4?15: : : : : ... .. .'"'----.~.-. 84:'0 5 -10,001 I, A-A-10 2 no:oo '4 61 13 5-7 4-5 2,5-6 7-.'-5 3-4 ~ I 0-4-13 f 1-7-4 f7 6 1-10.0 I 1-10.0 $=3.5-4 2,5-4 2,5-6 3-4 I 1 0-4-13 2- 1_7-4 ?1-li..(J 121360 9 10 11 6-8~'0 4..4_12 6.8_10 , f~ 8-6.10 12-11-6 19-8.0 . 'N . . . . . ':. . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . .. .. .. . . Cust: PETERSON WQ: Drive_'-Ptn1-L00006_JOOOOl Osgnr; 'Le - 31 WT: TC live 25.00 psf OurFacs l_1.15 TC Dead 7.00 psf Rep Mbr Bnd BC live 0.00 psf ~:~ ~~~ ~~~~ Be Dead 10.00 psf Q.C.Spacing Design Spec DEFl RJ\TIO: TOTAL 42.00 psf 1631 P_1.15 1.15 l.00 1.00 2. 0- 0 UBe Ll2~QJ(: L/24 t~s:11J.r~~~,1(:~~Ba~J5l~~~~~oW;~~~~~llf'oh&~'~~1o~~l~8"W1e:h~~Ptt\~ tnOle\ WAfRlNJU/NI@Rea7:a1l ";';~-~;'li.'s sheet an4~j&opy""Zt tf,~lIe ,,';;;'q,nil Co';tr~ct;,; iCu;t~ PETERSO"---- ----- TI'oS~"b'..rclIwdualbultlF9~tolll'USSlySIem ~,..e-n""'on"""""__t>J .... .........-.. lwo: Drive_CptnLL00006_JOOOO7 _"""'"act:DId.anC:II!_IIW~_dTP'_MP"'oleS'I)Il~.No~"""""~K\'.o.re......... : _l;Ibe.....medt>yIhe~......_~llI,oIdft;l~prO'l;Irb1r:.1bcln T~&s.;nernh~ltelod . :05g",.: tlle- ldzeIIlonu.sdesogn"-Of".~INIID*'-"OWI'ClO!Iedll\'lI>ebglbultllnO(I)de_IIOe.~~ n.&s.;ndnesNlJt$&ora TC live 25.00 psf DurFacs .......,.blXedt>y\heouolOl"IIoofIhe-..g...,."._C;I'On:I.~to'xedbyanuol_lItqrn.lllen3lo.edly~. .......S$~ Rep Hbr _, Btaongsr-o-n'5I1)r1*r"'$I.qlOI'Illf(DtnpOl'elQmemtleA~l;I..cUC2tlU1:U11gleflQlll TI'lIs~sh;IIIrolbe~onany TC Dead 7.00 psf ReD Mor ~ TRUSS .~NI:"'c.-lI'elT'O<Stln__glll'lll_ICI".Cftlllll'1l,...:lIOIcauw___plilea:lnUSO'l F~.'-dle.~ Be llve 0.00 psf 4445 Nor[i/";i"rk Dr. . '_brxelhlslrlmon~_IheIl)llooonlgA-'.td1; 'JoOI'lI...,c..a.-.g~R~.t.~i'~rJT+alscrr.fte. ... Colo Sp"in~5. CO 80907 !'ANSl/TPll'.WTCA"'WooOTl1,I$$Co\J'lOIQlNnenQSI~~~RnpJI'ISbl...'Bl.if.DlwcCPO~EJTs1FI~lNFqr""T~-: :.: Be Dead 10.00 psf . (9CS11-43I_tJCSlSU"'IoIARYSHf.ETS'l>yWJCA...,TPt H""f\IU"'-InslJI"(TPltorS~58JO'inol..o..e.,...,.,.. . . . TRUSPLUS 6.0 VER: T6.4.1w___!l3719 Ttle"'_F__P_Ass<>oaIoonIAfP"'IIS_"11111~.rM,Sle~~.':NIlJ6. . . . .=.=-o~.~,,_.'.=--"'.=:r~ . Job ~a1me: PIETERSO~ aRC X~lOC REACT SIZE REO'O 1 1.10. 0 913 S.SO. 1.50. 2 19. 8. 0 913 S.50. 1.50. BRC:; REQUIREMENTS shown ne bued OHl Y on the truss _ter;.a1 ..t e.ICh be..ring ~ DEFLECTION (s~..n) : t!9~g.~;. "'EM0-1~O~06~1lr:) .0.14. ~ DEFLECTION (c..nt) : L/999 IN "'EM 12.11 (LIV!) L- .0.01. 0- 0.00. T. -0.01- ~~ICAl~!~~!rH~;!~i! o~l 2.) -6J11.UI 264 1.60 O.H J~. '.111.151 2621.60 0.01 ..5 .61S 1.1S 1 2621.60 D.ll )-6 .U21.H 1 1') 1.U D.'. 8C t;I:M'.-OOII.1 TENS.WlI.' CSI 1-8 .1101.601 III 1.60 D.H 8., -SOl 1.601 .11 1. IS D.31 '-10 .SOll.l5Ol .'1 1. IS D.)6 1O~l1 .)00 1.601 .og I.IS D.39 11.11 .SOot1.601 fiSS1.60 D.39 12.1] -1.091.601 1]21.60 D.JS WB (!MI. 00II. 1 TO,'S. 0Ull. CSt 2-1 .1Ui(l1.1SI ll11.6O D..J 2-10 .Kll1.601 2111.60 D.n ).10 .1101.60 1 III 1.60 0.)) ).11 .H'11.601 ))11.60 D.J9 "'.Il -951.601 1111.25 D.11 5.U ~l031.601 21101.60 D.2] 5.12 .151.1.151 ]]D,1.6O D..] ~, MOSHOFSKY Truss 10: PT~.A2 Ie h4 OFL '1 BC h4 OFL '1 WEB h4 on STAHDAAO PlATE VALUES PER ICBO RESEARCH REPQJlT '1601. Lo.ded for 10 PSF non.concurrent BClL PlATING BASED ON GREEH LUMBER VALUES. g "Web br.dn9 required u e..ch 1oution shown. ~ Sel!' sU.ndud c!el.11s cn:OlOIl1001.001 rn"l). f~1~iDlsi~cl~ ~lr~:.osri:9~ESULT OF I4UlTIPlE l(W) CASES. Or.in.;", lIIIJSt be provided to .void pondin9. 5-1-11 5-1.11 4.9.12 9.11.7 Fm ,'* , ~-9-12 16-4.5 :\..7.,. 3 '4 .1 5--1.11 21.6.0 Q_1j.7 5 -'0,001 !:I.11.7 " 2 110,00 .-4 51 e ;-5 6.. .5 SHIP 3.5--5 . 3-4 3-4 I 1 0-4.13 2- 1.7-4 , I 1).4.13 f 5=3,,5.-4 2,54 2,58 1-7-4 ., 1.10.0 '.10.0 9 8~1.7 9.11.7 2j:6..o. ,'0 F-1-'~ , - , - 8-1-7 19-8-0 '213f" ~ I ' - N . < . . . . .. . . . . .. . . .. . . . . .. . . . . . . .. . . . . . . . . . . . . . . . --------=-=-=- Q\lv: 1 UPl 1FT REACTION(~} : Support 1 ~225 lb Support 2 -22'i lb Hip.Drop : 0-2-1 This truss is desiqned uS1n9 the UBC Code. B1d9 Enclosed"' Yes. IlIlporunc", F.~ctor _ 1.00 Truss loc,uion .. Not End lone Hurriune/OCun line. No ElIp C..tegDry . C 81d9 l",nlth. SO.OO ft, Bid; ~idth. 20.00 ft Ke.n roo height.. 12.]5 ft, Illph.. 110 UBe Sund,ud Occupancy, De.d LD.J.d. 10.2 pst TOTAL 42.00 psf 174' P_l.lS LIS 1.00 1.00 2~ 0- 0 UBe ~/~9_J~ 31 WT: L_1.1S Bnd Camp Rep Mbr Tens D.C-Spacing Design Spec D~F~ RATIO,_ Job Name: PETERSON "'---- ---~-~---~- Truss 110: I?T~-A3 BRG X-lOC REACT SIZE REQ'O 1 l~lO. 0 913 S.50~ 1.50~ 2 19~ 8~ 0 913 S.SO~ 1.50. BRG REQUIREMENTS shOWl'l ..rl! b.ud ONLY on the truss m.ateri.l u euh beoaring MAX DEFLEaION (span) : L/999 IN "'EM 7-8 (LIV!) l_ ~O.10- 0- -0.01- T. _O.16R MAX DEFLEaION (u.nt) : L/999 IN HEM 6-7 (LIVE) l. -0.01- 0- 0.00. T. ~O.Ol- ~gICAl~!~~I~CE~~!~il o~U 2-) -6201.15/ 2651-60 o.n )_. -620 I.IS I 2651.60 o.n "_s ~Ul 1.)) I 20) 1.1$ 0.)1 ~~~~i~~5~~(IS ~~I~:.osJ:9~E5UlT OF I'IULTIPlE l(w) CASES. PLAn VALUES PER ICBO RESEARCH REPORT '1601. PlATH.(; BASED ON GREEN LUMBER VA.lUES. TC BC WEB lo.ded 2x4 OFt '1 2x4 OFt '1 2Jf4 OFt STAHDARD for 10 PSF non~(on(u,.rent Bell. " 6-' '-B ,-, 9-10 10-11 .. ,-, ,-, T-' .-, ..,D """'!...' I ""'!...'l m -11.1.601 1411.60 O,H -5091.60/ 71"1.60 0.40 ~S091.601 7141.60 D.st. -5091.601 7141.60 0.56 .1141.60/ 1411.60 O.H """'1...'1' T'-"'!...'l m -Bi21.151 3141.60 D.H .)411.1501 3321.60 0.19 .V) 1.50 { )441.15 0.25 .1471.50{ B21.60 0.29 -152 1.IS { ]2.1.60 O.H 5-8.7 5-6-7 5-2.9 10-9.0 5-2.9 15-11.9 5-6.7 2T-6-0 'T 1n_~..n 2 rw:oo 10.~ 4 -TO,ool 51 '3 3,5-4 9- .5 3.5-5 ... ... I 24 ~-13 , 1-7-4 I ()..4-13 f $=3.5-4 2,'" 1.7-4 '. 7 1.10-0 1.10-0 71..fi-O . 9 I'D'p 0 8-11-0 6.11.() <9 10-9.0 19..B:a N . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . .. .. .. . . 9~ -5 SHIP Truswal SVSlcms Plalesjlre 20 (1), unless shown by .18"(18 ga l. ~.fI6 aa l. or "MX"(1WMX 20 Q3 ). pos.honed per Jomt Details ReoorI C'rt:led ~IM and false Trame pQlM are (.lOSIbonea as shQwl1"alX>ve, 'Stull otJbIe stud tl/ales 10 avOId O\tertaD with structural DIales fo(staOlel - ---- IWiAIkINlUIM~~d all ~t~;o; this sh~t enr igfy~;-~~py.~;:;th:tte' i~';:~g-C~~t~~t~-; ~ ,Tl>lsllieslgnlSlorP'llfllJN'ClualtutiSlngc:ornponenlllllllruSSSystenI n"'lleefIbaedon~p(vOedby~~____acto.o'et.. __..IiCCOI'II.-.ot_lI'e~_olTPI_AFPAdn.ognllt:nUrCls No~s..-fDWl~W>M'acy ~ .. , _1ICIbe~byll'e~",manufaclUfef_-..o""",,ne<ptClt1lCl1~~"ClKQne<......~"""'-thelD4.. 'tltNedontlllSdnQn_Of.'ceedll'e~~by""'lgcaItlo-.gCllde_""'~~ Tr.ClKQnauurnnth3lhlOlld'lOtll MOSHOFSKY i$~ratvbraaldby""'lDolorf'loorlhe.ctrq_""'bOllDmdlOn:llSlale1atvbratl!Clby'''Ilrl*.ctrqm.llll!fl,alClQ(:!ly;Jllld'le(l. lri!'ss_ noted.B':tOnlIsI'ownl5l1:lf...."lUllPJfld~~...ontylllredua!tu;llIlngll!nglIlTrws~nlSl\MlllllltJelOlatl!Cl....., ~ TRUSS ~"'~....eausell'elml$tlnamlenlol""'woodlllr.ceedl"""lf'rl/Dfcause~~~ F"~.~ll!~ . . . 4445 Northpark Dr _brK1ltl'llllfUU"Kalf'd~_IheIolbw>ngQnlla",S ..ioIrIl_Culbngo..u.lRep<d.....Iable..~In;dT'".,al~. ... Colo 5pnngs, CO 80901 'ANSVTP'I'.WTCA"-WOOdT","Cocn:iIolA""",,uSIMd..aOft"'OnR~.lIl1h.~G~PONEflITSA~~INF~no"" :.: (BCSI 1.(13)."<1 'ocs, SUIolIolARV SMEETS' by WTCA _ TPI Tr. Trvw ~ Inslft..... (TP~" ~....:" ~J o~t +. i!,.,,fn.: : TRUSPLUS 6.0 VER: T6.4.1fFwlKUnsm~31'9 lr.AmencIfIF__P_'AUOCI3l....IAFP..10l_M'1"'9UI5f"..""t'.Slel!lOQtw.,.,..,n.~ .. ... ........JTOTAl Qttv: 2 UPLIFT REACTION(S) : Support 1 .2251b Support 2 ~125 lb This truss 15 dnignrd using thr UBC (od@. Bldg Enclond _ Yes, IlIIporunte Factor .. 1.00 Truss lot"tion .. Hot End lon@ Hurritane/Ocean line.. No I Exp (at@gory .. C 81dg lenlth.. 50.00 ft, B dg Width.. 20.00 ft Mean roo hright.. 12.68 ft, lIIph ,- 80 use Sund.a.rd Ouupanty, Dud load.. 10.2 psf 25.00 .,f 7.00 .,f 0,00 .,f 10.00 .'f 42.00 .,f 1501 P...1.15 1.15 1.00 1.00 2- 0- 0 UBC _ll?~9 TC: ~~ Job U\!!21me: PIETIERSOU\!! SRG X-LOC REACT SIZE REQ'D 1 l~ 2-12 2201 5.50. 1.9r 2 23. 2-12 1761 5.50. 1.50. 3 "S. 9~" 2315 5.50. 2.09- BRG REQUIREMENTS shown U~ b,ned OHl Y on the truss JlUIteri.l U each bearing MAX DEFlEOION (span) : L/l95 IN "'EM 17-18 (LIVE) l- ~O.77- 0.. ~O.5r T. ~1.30. CJ;fTICAl.~"U FORCES: TC CIM'JDJ.. I TEmJOOIL at 1~2 -31411.1 I 741.60 0.61 2~J -3061 1.1./ ,~ 1.60 0.44 3~. -2IJI1.1 I 241.60 0.73 4-' -lDiS 1.1 I 1175 1.60 0.72 ,-, -244' 1.1 I 51 1.60 0.61 6~1 -244<;1.1.' 511.60 0.57 1_B _l1n I_I -I H loB 0.&0 1-' -2911 l.ll' U 1.60 0.98 '-10 -J699 l.U/ lJ 1.60 0.69 10-11 -ll" I.U I 57 1.60_ 0.&.4 UO\C1]~I\':".;!' 13.14 .681.60 14-U ~115 1.60 U-16 -1151.60 ".. 16_17 17-11 11_19 ,'-", 20-21 .. '-1] 2-14 )-14 )-16 4_16 1-17 9_17 9-19 10-19 10-20 " 4-22 22-. ~ '-22 22-6 22-1 """'1""'1' -6101.15 I -U51.U/ -11621.601 -11161.151 , , -UU!1.Ul' -111.151 -711.B I -UII.nl """'!""'l' -l92S loU/ -14161.U/ CIJIWl'.(DUlt.)/ , :illH:~H , ! T~~~ M-l o~~ 262'!1 1.1 lO.92 25....1.1)0.91 25....1.1)0.63 24111.130.91 20'111.1)0.97 nos 1.) )0.61 nos LJ) 0.92 276111.1)0.19 27S1 LL) 0.S6 TM. ot.Il.' CSt 49S .60 o.n 2U .n 0.21 946 .n 0.79 UU .60 0.60 6SC .n 0.27 8S1 .n o.n HI .60 0.66 997 .n O.H HZ l.U 0.24 27 1.n 0.19 TENs'!""'l m 61.60 1.00 971.60 0.60 T~:i~~i~ o~~ 1~H:fs~ 8:~ 1. ).5 Te '" OFl " ". OFl " ,-, 2,. OFl " 1-9 Be 2d2 OFl " 2d2 OFl " IS-I8 FIll OlD 2" OFl STANDARD WEB '" OFl STANDARD TIE BEAM 2" OFl (ONSTR ATTIC W8 ... OFl STANDARD ... OFl CONSTR 5-22 Lumber shelor a.llowa.b1u are per NDS. f f f t t tf ff t f. t. tf. ff". Unrestrained horiz. II derlection . 0.40 in. f f.............. ...... Attic collar tie r~quire.s bten1 bracing ..hown plu.. br.llcin9 .lit the p.llne1 po;nu of the colla.r tie (unlen noted otherwise), or rigid shuthlng is requireG. 74l-7 7-<l-2 5...8 17-10-4 Truss ID: PTN-B1 Qty: 1 5-1_10 12.1-12 1R_1.1? 2 m;o- 3 g Webbr.llcing required lot eloch 10c.IItion shOM'l. ~ See st.nd.rd deuih (TXOI087oo1-0CIl revl). .'[f"I).Pl..ATE J<<lNITOR USED-See loint Report" Ph.t;ng spec: ANSI/TPI - 1995 Attic rOOla lo.ad. 4S pst. plus .ny.dded 10lods indicated. RoOlll II 0I!f1. is l136O. THIS DESIGN IS THE (()ilPOSITE RESULT OF ,",UL TIPLE lOAD CASES. PLATE VAlUES PER ICBO RESEAACH REPORT 11607. Loaded for 10 PSF non-concurrent BeLL. Moirk.ll interior be.rinl10cations. Insull interior support s) before erection. Or.inage llIUSt be provide to .void ponding. One row of cron bridging (X.bracing) ru.y be required .at cenurhne of rOOlll per NOS. PlATING RAMO ON CAEEN LUMBER. VALUES. -(J.P PLIES JlCUST MATCH THE BOTT()ol TRUSS. ATTACH THE CAP TRUSS WITH A lX6 (FULL LENGTH) ON EACH FACE \liITH 8d NAILS AT 6~ O.c. IN EACH CHORD. THE ltJM8ER USED MUST BE STRESS RATED AM) CENTERED ON EACH 001:0. THIS (OHNEaION IS F{JI: VERTICAl lOADS AHD 24~ OF TA.IBlITA,HY ..INO lOADS BASED ON THE N SPECIFICATJ()rIS NOTED. cL.l'TERAllY BRACE THE F:;: FLAT TOP 0t0RD AT 1 !.c. U.N.O. PER TPI. , i10-4 !i.10-.4 J ,~ 5-1-10 25-0-0 30-10-4 37-1~ 42.11-14 11-o.A iq_1.1? 4 -5 6 "7 9 SEE NEW JOINT REPORT 1,5-4 This design bued on chord bruing ~pp1ied per the fol1ewing schrdule: III.U o.c. froa to TC 24.00~ 19. 1~12 30.10- 4 UPliFT REACTlON{S) : Support 1 -76 lb Support 2 -216 1b Support 3 ~63 lb This truss is designed using the UBC Code. _ Bldg Enclosed. Yes. Importance Futor . 1.00 Truss Loution. Not End Zone Hurricane/Oce.n line. No i hp (ategor~ . ( ~~~ ~::7t~ei h~0:OOI~~76Bf~~ =~~th.- ag.OO ft ~!~_~~~~~~[gJrnEn~r' o~~t.l~<ks _~~: ~ _~~! ___ ____ Dir l.Plf l.loc R.Plf R.Loc lL/Tl T( Vert 64.00 0- 0- 0 64.00 17~lD~ 4 0.78 TC Vert 84.00 17-1O~ 4 84.00 18- 0- 0 0.60 TC Vert 64.00 18- 0- 0 64.00 32- 0- 0 0.78 TC Vert 84.00 12~ O~ 0 84.00 32- 1-12 0.60 TC Vert 64.00 32- 1~12 64.00 50- O~ 0 0.78 BC Vert 20.00 o~ O~ 0 20.00 17~10- 4 0.00 BC Vert 110.00 17-10- 4 110.00 ]2. 1-12 0.73 Be Vert 20.00 32- 1-12 20.00 50- 0- 0 0.00 4.1 V 20.00 18- 0- 0 20.00 32~ 0- 0 0.00 .Type... lbs X.Loc LL/TL Be Vert 160.0 17~10- 4 0.00 BC Vert 160.0 32- 1-12 0.00 ". 1-0-1 50-0" >0 -7,001 11. :;-5 SHIP "..." 10-10 10-10 S=12-12 % 0-4-5 ,.... 1()...10 III '- S=12-12 I 12-12 2~ 160#1 3,5-8 ,60#1 ~.(j..('t 14.3-8 32-1-12 17 18 5-'.8 37.10-4 7-0-2 SO.... r 3,5-8 12 13 .7-0.2 5-1-10 7-0.2 12.1.12 TYPICAL PLATE: 1.5-4 14 15 16 5-8.8 17-10-4 19 20 5-1-10 - 42-11-14 21 . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . .. .. .. . . t~'J],l'oms i1.ii'~,i'je 2O.,I!,'l """,,, ~ '\B'{~Jo 'H'\lI(!f',]1l:; '~'b\.WMX 20 ~ 'g:r.:il1,""'.Jl'!,"' p"~,,, R~ ircl _ lesand alseme lesar8POS1 assh a ~ 5 les 10 a d D_WI S f'alJ'l'J'esrS_laple) ~____ 1 W AlRNffNGRead all no'es on this sheet anfif1lv~ :t:opy .0.';' '-';';'e Erec~~ c;;,nt~-ci~r.1 eust: PETERSON ~ !TlISdeSQnlSfor,"~~~""INS5IY*tn_ RhnbeentNl3e<lon~~r.y.u "_. $....v.a.nr.. \<<): Or'ive_LPt:nl_l00006_J00007 "'donein~_Il'e~_oITP1"'AFPAdeSlQn~..NcI~..,...-.ed-. ._.,.IICY_~ ' __ __ _ _ , _1lltll!____bylNc:omoorerl.......xUer~~"""'""'lW'CII'lOl~..~~_~Il'e~.. OS9nl": IlC. 65 WT: 6021 AAOSHOFSKY ldreclon...Orsoon.....or...""""'hlrlZonOlfIIClDIBClr.yIl'eIoC:ll~a>de...h~~ Tlll!oesvn_lhall'elllp~ TC Live 25.00 psf OurFacs L-l.15 P-l.15 I"" "~"lnaIdbyll'efOdOlIloOl_WIn:In.......,...tI'Cllll....altybrlCedD'/.rigdsheWlo'1l~do'earo,-.-..cr.d. 1,nInS~ R Mb Bnd 1 15 .- Bt--.g_.Ior......,lUOClOOoI~~orIyllllPduc:e~~ n.~~r'OIbI'JU;ecI..._ TC Dead 7.00 pst ep r . ~ TRUSS ~__c:MIWv.____oIl1'e~llle.aoecI19'l1,_~.. .. ~ r__~."-'Ie____ . . . B( Live 0.00 pst Rep Mbr Comp 1.00 4445 North ark. Dr nbr~...tn.GI",a((IlRlanc:l!_troIIoIDvmgSllrdWs:'JoroI"'~ONiIRelIOIA''''~f)out.uI~I''''''''~e.. . . Rep Mbr Tens 1.00 Colo 5prin~s CO 80907 "ANSlITJ>II..WTCAI..WoodTIVS$COunoIoIA/l'II!IlCI~Cles9l~.~~"'~TS!'tlt.~lNT~T10*. ... Be Dead 10.00 pst O.C.5pac'ing ]- 0- 0 TRUSPLUS 6.~ VER: T6.4.1..~~~~'~~::;=~'P~v.;r~I~'::I:s=~~:.a~NW~S:=!~"~:.: :.: TOTAL 42.00 pst ~~;~g~~~~~ l~~~O TC: Ll24 - .Dob lNIame: I?IETIERSON ... ,-u 1.14 ]-14 ]~16 "~115 I-II '-11 "'" 10_19 >0-20 " 4-22 22-1 ~ 5~12 22-6 22-1 "'""!""' 'I' ~610 1.a I ~325 1.151 _11621.60 I ~W61.lJl , , -1]15!1.151' ~l11.UI -17 1.HI -lSa 1.1$1 "'""!"""j' -29B l.1S I _14)6 l.B I ctJoIP.(OUl.)/ , :~H:~~~ TENS. CUll CSI 262'1.1)0.4' 262'1.110.92 151'l1.1 0.91 25&41.1 0.61 24111.1 0.91 24111.1 0.97 n011.1 0.61 11011.1 0.92 276l11.1 0.89 27S1~1.1. 0.56 TENS.IM!. ar "911.60 D.n 21) 1.U 0.21 946 l.B 0.19 U151.60 0.60 ISSO 1.15 0.17 1,71.n 0.11 Ullo60 0.66 9971.U 0.4] 5521.15 0.24 27 Ion D.lt TENS'!"""j '" 61.60 1.00 971.60 0.50 '[P6'!"""1 '" 111011.15 0.12 ll~ l:~ g:Vi1- ;.5 T( ". DFl ". DFl '" OFl BC 2d2 OFl 2d2 DFl FIll (HD '" DFl WE' ". DFl TIE BEAM ". OFl AnlC'tI'Il ", OFl ". DFl lumber shear .11owables 11 5S J-~ II 1-9 " II B~18 STANDARD STANDARD CONSTR 5TAHDAAD (ONSTR S-22 are per HOS. ............................. ......... Unrt!strained hariz. II deflection. 0.40 in. ........ .......... ..... .oO....... Attic c:olhr tie rf'quires haul bruing ~h...... plus bt";llcino ~t thl! p~n.1 poinn of the c:ollar tie ~unlen noted otherwhe). or rigid sh.~thlng is required. _ 5-1-10 12-1-12 19_1~1' 2 ~ 7-0-2 7-6-2 5-6-8 17-10-4 Truss 010: PT~-tB2u a 'Web bntim;J required U e~c:h 10c:nion shown. ~ See su,ndud deu.ils (TX010111001-001 revI). U[PM)_Pl.ATE OITCIt USED-See Joint Report" Plat in; spec: : AASIfTPI - 1995 Attic: rOOlll lo..d _ 45 psf, plus .ny ..dded lo.ads indiuted. RoOlll II Defl. is ll360. THIS Dt:SIGN IS THE C()IPOSITE RESULT OF MULTIPLE lOAD OOES. PLATE VAlUES PER ICBO R[SEAIlCH REPORT 11601. lo.ded for 10 PSF non-c:onc:urrent Bell. ....r...ll interior btarin11oc.tions. Inst.all interior support s) before erec:tion. Dnin.lge lIlUst be provided to .void ponding. One ro. of c:ron brid9ing (X-bruing> lIlolIy be Pl~r1~r~:8 ~ni.:~:~n~U::E~O:lCES.HDS. ..{.Af PlIES MUST ""'leH THE BOTH'" TRUSS. ATTACH THE CAP TRUSS 'WITH A lX6 (FUll lEHCTH) ON EACH FACE 'WTIH Id NAILS AT 6~ 0.(. IN EACH CIKlRO. THE lUNIlER USEO MUST BE STRESS RATED AND CENTERED ON EACH CHORD. THIS COHNEOION IS FOR VERTICAL lOADS ~o 24~ OF TRIBUTARY 'WIND lOADS BASED ON THE N SPECIFICATIONS NOTED. cL.'TERAllY BRACE THE F ~ FLAT TOP CHORD A.T 1 !.c. U.H.O. PER TP!. '!.10-4 1 5-10-4 1 'ita..a 5-1_10 25-0-0 30-10-4 37.10-4 42-11-14 11-I}-A 1~_1_1? 4 5 6 1 8 9 SEE NEW JOINT REPORT -7001 ~ 6-8' ~\ ), ~/ 5-16 Qw: 5 7-0-1 5O-<l-O This design b.ased on c:hord bruing ~ppHed per the following sc:hedule: IllaltO.c:. frOlll to IC. 24.00. 19- 1-12 )0~1O- 4 UPlIFT REACTION(S) : Support 1 -16 1b Support 2 -2161b Support] -63 lb This trun is designed using the U8C Code. Bld9 Enclosed _ Yes, IllIPort~nce F~(tor _ 1.00 Trun loc:~tion _ Hot End Zone Hurric:.ane/Ocun line. No i bp Cnegor~ - C ~~~~ ~:1t~ei h~0~OOI~~16Bf~~ :;'~th.- IIg.00 ft ~~~_~~~~~~[gJ~tn~r 'D~~~ l~~~ _~~:~_~~~_~~~~~~ Dir l.Plf l.loe R.P1f R.loc ll/Tl Te Vert 64.00 0.0- 0 64.00 17~10- 4 0.111 TC Vert 84.00 11-10- 4 114.00 18- O~ 0 0.60 TC Vert 64.00 18- 0- 0 64.00 32. 0- 0 0.111 T( Vert 84.00 32- O~ 0 14.00 32~ 1~12 0.60 T( Vert 64.00 ]2- 1~12 64.00 50- o~ 0 0.18 BC Vert 20.00 0- 0- 0 20.00 11~10~ 4 0.00 BC Vert 110.00 11-10- 4 110.00 32- 1-12. 0.13 BC Vert 20.00 32- 1-12 20.00 50- 0- 0 0.00 4~1 V 20.00 lB. O~ 0 20.00 32- O~ 0 0.00 Type... lbs X.loe ll/Tl BC Vert 160.0 17-10- 4 0.00 Be Vert 160.0 32- 1-12 0.00 ,,' BAG X-loe REACT SIZE REO'O 1 1- 2-12 2201 S.50~ 1.91- 2 23~ 2.12 1161 5.50. 1.50- 3 411- 9- 4 2315 5.S0~ 2.09- BRG REOUIRE.~ENTS shown .re bUf'd ONLY on the truss IUteri.al ;It e.c:h be;lrln; MAX OEFLECTION (sp~n) : l/J9S IN ~E~ 11-18 (lIVE) l- ~O.17N 0.. -0.53- T. ~1.30~ anlCALI'lEMlIElFOlltU: TC CD'lP.0UlI I 100S.DIII:. CST 1-2 .]14) 1.1 I 74 1.60 0.61 2~] ~]06I1.1 I 161.60 0.44 ]_4 -21111.1 I H 1.50 0.13 4-S -lOSS 1.1 I 11S1.5O 0.72 S-6 ~2.4<;1.1 I S21.60 0.67 6-7 -244<;1.1 I S21.60 O.H 7~. ~17n 1.1 I ,. 1.11 0.... I~' -29121.1 I 161.60 0.91 '.10 _]6991.lSl 1)1.60 0.69 1O~1l ~)29'i1.lSl S11.6O 0.64 u!'u ~i!~60I! 1].14 _611.601 14-IS _12S1.6OI IS~16 -12S1.6O ,,-<> 16~11 17-U Ul->9 >9-20 2'O~21 3 6. -0 14.0.0 23-2~121 10-10 10-10 S=12~12 160#1 10 -7,001 11~ ;-5 SHIP 3,'" % 0-4~5 16001 o;,n.n.n 14_3-8 32-1.12 17 18 5-8-8 37-10-4 19 20 5-1-10 42-11-14 21 ' 7-0.2 50-0-0 TI'USWaI SYStems Plale5ilre 20ga, unless s/1oWT1 bv"l8"I1B Q3 I. -H"llBoa,l.or'MX-/TWMX 2OQa), ~lioned ~ JOint p,letarts Reoor1. Cirt:led~lesandlalserramel')lllt~IltOOSltionedassfiowtraOOYeShltfqablestudblall!Stoavoooovertapwithstructura P1atesl~I~_ __ . ______ ____ -W A.1R1Mffl11~Re"d ,,/I notes~'; Ihls-sh;"t "".fIllll9 "'~-"py'4~t '''/he E"';;anll Confractor,'IC';-;,-:--PETERSON ~ :Thosdesqll!ltorilfl~buiIIcl-.gaJmlllJ"efllllJtlnlSsS'f*m 'nas_lIrnIlllon~~Cy ........-. . WO: Drive_C_ptn1-L00006_JOOOO7 anddonl!..~_ll'oecune<'ll_oITJ>1andMPAdnQn~ Nornc&MIS.&urned""d~aey. ~ . __ '_lllbe-'e:lCylhe~""""'__~boalI!ng~ll'''Ill'~.i~~.ftu;L:e.ta~1I!.lhe-.!Ps . ;Osgnr: IlC - 6S WT: :utAzedonllws~_o'eneeclll"elOa!roGirnpoIed~lI"eloc.albullllnil(nde_Il'oepartQ.Qr~_ T""Gn9"___dto.d'onl TC live 25.00 pst DurFacs l..1.15 MOSHOFSKY is.....brK:eClCytrlll!rooforlborsf'oe~an<:ltrlll!_ttoorlIlS......,braclld~.ngcI""'aIl'W'IO.......~~.~o;JItIe- Rep Mbr Bnd 1"IOItd_lhc:-'lIshMnl!lbr...ar~gf~~onIylll~UC%tIucUI"9lef'V11l TMc:ompVlI!..pglrQlOepUe:eclonany TC Dead 7.00 pst Rep Mbr COIllP ~~ TRUSS e__..1Nt"'~lI'Iel'!lOl!lllntonte"oI'lIIelOOClllllle'c::ew'",_cauw~~c..r:"_ Fr-a:.Iurdlr.~ . . . BC live 0.00 pst Rep Mbr Tens 4445 N th k D _brilO!lMlnISS..ac;cortlana!!_ltelobwrq~ .'-andCuMg~~Rep,.ayUblrl'~Ir&iT"fWal~. ... t CoJo 5~~in~~r COril0901 'ANSIITPII'.WlCA".WOOClTf'USSCourotol'A~Slan:lMOes9nR~,ll.....~~uPONr.n~'(INFi~TlCW. ... BC Dead 10.00 ps O.C.Spacing , '(8CSll-(IJI_-ecSISU"''''ARYSHEErs.byWTCAnTPll''''T''''''s~_UleI~.~a\~J~~..~.. . . . Design Spec :rRUSPLUS 6_0 VER_: '!"6.4.1w...,.,..,SJ119 Tne~'oc.JnFo'esu""p_rAssOC:>al_IAFP"')",1OCaIed_1I111!llil!'s:fu1',S*eao:1:w~.~~.. ~ . . ~TOTAL 42.00 psf D~Fl RATIO: 4-6 4'" If""" r 3.5-8 5=12-12 12-12 10-10 1-0_0 12 13 7-0-2 5-1.10 7-0.2 12-1-12 TYPiCAl PLATE: 1.5-4 14 15 16 5.... 17-10-4 . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . .. .. .. . . 6021 P-1.lS 1.15 1.00 1.00 2- 0- 0 U6( l/24Q Te: l/24 To transfer the point load to each ply equally, install an adequate face mount hanger with 3" min. 1009 nails per hanger specs. In add1tion. install Simpson 50S 1/4" )l screws (or equivalent) from the non load face as specified. Allow a 3.S sq. in/screw and distribute them within 12" of the hanger perimeter. Do not install the screws closer than 1" from the chord edges. OR Use an adequate through bolted hanger (des; gned by others). Tr:usw<sl SVSl, ems Pla'~;Ire 20 unless shown by"l6"IIB aa I. .H"(16~k9! "MX"fTWMX 20 QaJ. DO$lllOned pl;!f JOInt DlllallS Reoort Cirded oI<fles and raIse h'amo les are poSIllonel1as $f1ow1f anove "Stlll'l~U1~ stud blale5 to avOId overtao with structural plales (ot'slaplel ~fR!IMUfi'i!lG- Read all notes on thi~ -sheet amJigi;;''''O:;ODy"~~tJre -',;..&1Ifl Cont;actor,I(.;'to PETER50N ~ ThosdeSQft..Ior~nnl!Vll:lualbul*f1nV~l'CIllrus$sysle1Tl nhHbeenttaS8llon~"'.vedtr,~""""'adutef . wo: Drive_Lptnl.-L00006_J00007 /1N~ :::==~o;e"~:.:::::;::,:=:-~~:o~it~r:~: Dsgnr: 'LC - 65 wr: I ul*ledontrll!l~..-tOtII~lI>eloading~tr,lhIloQltuldl"gc:odll""lhIpart1cu1.~. Tl'I!dniQn-..reslhallhl!1Dllctofd TC Live 2~.OO psf OurFacs l=l.15 "'OSHOFSKY : 1S~-'bra<2clt>ylt-.roal...lbof'shealwlg.-.cltl'll!ocmomCl"Olll""f~btacedt>yI"9dst>e<lllw>gm3ll!~IlIfKl!y~. --- Rep Mbr Bnc '''''1 'nOtIIId Bf~""","".fOI"fallUllllO'ldcomp'>flet'Un'II1I'eInontytllllduOllluCklnCllenqIh T!"os~f'IIs/'laInolbrll'atl!ll......,. TC Dead 7.00 psf I~ ~ /~ b TRUSS .. . _ Rep Mb, Como &~ _o/,r_~J ~..~ =-ltoIff'OI$tIII'e~ 1tlI!_1Il1..-..IV'llo~QuM~~~ F~.~""-' . . . BC Live 0.00 psf 4445 North <Irk Dr. . IIRdbral;l!lI'"OSm.ss"acg;wtI~_lI'oefOllowlng_"'" 'Joonl'ndc.-.oOeUolA~.'.liIllOPes~IIo.T__"soft9te. ... Rep Mbr Tens CoJo Sprjn~sf CO 80907 'ANSVTPl".WTc,..".W_TI\ISSCouncId~~Oeso;nIl ... . ."tJ8~G~PON~SAQYINFeIalATlO"'. ... I BC Dead 10.00 psf Q.C.Spacing i.fBCSI1-Q)1_-BCSISU"W.RYSHEETS't>yWICAlndTl'l_Tl'I!TtuPPlaIl!InslrWIo:I~"H"S83dbrcltoc've....a:lI,,".. . . . I Design Spec TRUSPLUS _6._0 ~ER: T6_.4.~j,y~9 T~~~fOfnl_P_~C"'f~"~lIll1lll\lll~~~~W:.w..!x;.p..: . . ~TOTAl 42.00 psf__.QEFl_~J}O: , Job i\IIalme: PlEtiEfRSOil! Truss 10: PTiII-83 BRG X.L(X: REACT SIZE REQ'O 1 1. 2-12 7489 'i.50~ 1.62- 2 23- 2~12 8636 5.50. 1.9]- 3 4!1~ 9. 4 12619 5.50- ].01~ B( BRG REQUIREMOOS shown ue b.ased ONLY on the truss _teri~l ~t e~e:h be~rinlil MAX OEFlECTION (sp~n) : llS10 IN "EM 22-23 (LIVE) l. .0.60- 0- .0.41- T. -1.01- (JlITIC.ll~JeER Fnlas: 1( CDU'. CUI. I H./tS.{[IJll.) CSt l.l .101U LB I O.ll l-J -lu.a I.BI O.JO l.. .UlOI l.B I 0.]1 .~S -12IH 1.00 I 0.11 S-6 -19" l.B I nOl0.B) 0.19 6_1 _601l1.H o.n 1_1 -1IlIOll1.00 0.11 1-9 -1IlIOlll.00 0.11 9_1O~10991l.H 0.11 J.O.U ~l0ol111.U 9JO.ll) 0.16 U.U -129111.00 00.19 12.U _11119 1.00 C.S! U.14 ~19S9a 1.00 00.69 1.-" -16614_1.00 0.11 Be CDU'.(CUI.)I TEItS"""'j cst 16.11 I 9UJ .lS 00..' ~:t: ~ Itm :H g::~ 19.20 I UHO .150.63 ~~:~l ~ tAn~ :M g:~; n:~i ~ ~n: :~ g:~; 2)-2. 1155111.00 0.19 i;:i: ~ :~~~ l:~ g:U l6.21 I IHHl.oo 0.81 2~' ?:::o~~u~~ TUtS.(M.) o~J 2-11 I 22111.00 O.lI J-11 .U.l!"'l' 191\ LlS 0.01 t~ -irJ ::H ~ tm U~ gJ~ .-21 -24'S 1.U I ),..2 l.lS 00..2 li:H ~ ;~ l:il g:~ u-n -9146(1.1S)/ O.H U-24 I 11SI0.lS) 0.8) lJ.2. -201)(1.00)/ 0.09 H:n ~ m~~t:~a g:U1' ;.5 14.2(; -}4U(1.00)/ 0.12 " w. !"'" II TEH5.(~.) OJ 2~:i: -~~~~ U~ ~ gJt ~:~ :m~ t:H ~ 2~t}H:m g:~~ ,... CDIP.(Ol.R.)/ 6-lI I 2t~ .~Jg!i: Hl~ 29-1 .16l9l.001 29-' -1112 I.U I 9-l0 .IUIl.lS I lO-1O _UH l.ill Pluingspu :MSIfTPI- 1995 At~~id~O:d~~:~ed. :~s[L ~n.an l~~~. THIS DESIGN IS THE COMPOSITE RESULT Of ......l TIPlE L(W) CASES. PlATE VAlUES PER leBO RESEARCH REPOfH 11601. loaded for 10 PSf non.cone:urrent BelL. JlQ,rltall interiorbearinv loutions. Insull interior supp.ort(s) before eree:tion. . .... ......... ...... ... Nail pattern shown is for PlF 10~ds only. Concentrated lo~ds I'lUST be distributed to nch ~ly ~~u~l~y, Qn muhi.p1y _!th ha~ers. ~:~ ~r~~~h:n .2"pl~~t~s~h:d~t~i~~~~ t:st:~: en.llS indie:Jlted frOl' the buk plys. or use any other ~ppro\fed deni1 (by others). ....... .......... ...... PlATING BASED OH GREEN lUMBER VAlUES. -O.P PlIES MUST MATCH THE BOTH)! TRUSS_ ATTACH THE CAP TRUSS WITH A 1X6 (FUll lEJ<<:iTH) ON EACH fACE WITH 8d NAILS AT 6M 0.(, IN E.A01 (HORD. THE lUJ18ER USED I'lUST N ~ STRESS RA~ MO~ERED ON EACH OKlRO. ~ ~ F' ~~~!ijfi' ""'~~. ~~~;~~T'T ~ - FtA cYP ( A 2 . PER T ."" 37.10--4 11~ 1.9.1-12 5 6 1 8 9 1011 12 13 rr.oo- 3-SDS 19oo~ J.-SDS -7.001 -7.001 3-4 3.:-.: '~4~ 3.5-4 8-8 10-10 i~10 I I~ 14 -7,001 TC 1-3,1]-15 4-6. 10-12 20-23 FIll om WE' TIE BEAM ATTIC W8 ~i 4.Pl YS REQUIRED 1 2 f'7.O() 3,5-0 3-10 3,5-4 ~ - "!" I" 7-8 /12-12 6-$D5 l 8--5D55=12_12 23-2.12 160# Il 5700# 8-j-.{) 14.0..(1 4,6 4-6 ..Jill -' - ~ 12-12 / \3,5-0 . /12-12 6-5D5 6-SDS 570011 1 '""'!""'l m 9l111.U 0.59 2051.1S 0.01 S1101.1S 0.65 0,06 2H9!1.lSj 0.26 64.4 l.1S 0.01 42st l.1S 0..' % Q.4-5 3.5-8 12-12 5=12.12 1-0-0 7-1l 160# 1 ,N 50.0.0 17 f' 20 21 'l'.-Il , 17-10-4 14.3-8 32.1-12 22 23 5.8-8 37-10--4 24 f* ~:; r"' f'; .- t~ 1,5-4 16 5-0-5 "",,5 TYPiCAl PLATE: . . . . .. . . . . .. . . . . . . . . . . .. . . . . .. . . . . . . .. . . . . . . . '''"'''''' Q1y: ~ This design basrd on e:hord bradng applied per the followinI;J schedule: lDa.llO.C. frOlll to TC 24.oo~ 19- 1.12 30.10. 4 UPlln REACTION(S) : Support 1 ~1280 lb Support 2 -1412 lb Support J .21661b This truss is desiI;Jned using the UB( (ode. BldO Enclosed . Yes. Imporunce factor .. 1.00 Truss location. Not End lone Hurriune/Oce~n Line. No I ElIp (ateI;Jory . C B1dg lenjth. SO.OO h, B dg Width. 20.00 h ~an roo hei~t. 13.76 h, mph. 80 ~~~.~~~~~~[~ ill:n~i'~1~l~~s ~~~:~_~~!...~~~_ Oir L.P1f L.loe: R.Plf R.loe: ll{Tl T( Vert 64.00 D~ O. 0 64.00 11-10.4 0.78 TC Vert 84.00 11-10- 4 84.00 IB- O. 0 0.60 TC Vert 64.00 1!I. O~ 0 64.00 J2~ 0- 0 0.78 TC Vert !l4.00 32~ 0- 0 84.00 32- 1.12 0.60 TC Vert 64.00 32. 1.12 64.00 SO. D~ 0 0.18 BC Vert 20.00 o. o. 0 20.00 17~10~ 4 0.00 B~crt 110.00 17~10~ 4 110.00 18~ 6- 0 0.13 8 Dt 510.00 18. 6. 0 510.00 ]2. 1.12 0.62 B a-t 420.00 32~ 1.12 420.00 42. D~ 0 0.51 B I!h 20.00 42- 0- 0 20.00 50- O. 0 0.00 -11 V 20.00 18- O. 0 20.00]2. O~ 0 0.00 ...Type... 1bs X.loe: ll/Tl ~ Vert 1900.0 IS. o. 0 0.60 1'C Vert 160.0 11.10. 4 0.00 BC Vert Sloo.0 1!I. 6. 0 0.60 BC Vert 160.0]2. 1~12 0.00 BC Vert Sloo.0 42. O. 0 0.60 11. i-5 SHIP 4... ....4... .....A % 'I 0-4.5 1.0.0 27'.n d r~ 686' p.l.15 1.15 1.00 1.00 2- 0- 0 UBC ~O IC: l/l4~ BRC X-lOC REACT SIZE REQ'O 1 1- 2-12 120]7 S.SOP 2.sr 2 48- 9~" 16671 5. SOP ].11- BRC REQUIRDIIEHTS shown OIre b.ued MY Be on the truss _ted..l n eoilch beoilring MAX DEFLECTION (SPoil") : t~9~g. ~~_KEMo- 2~O~~5Sllt:) ~o. 61- CRITICAl I'V8O ~CB: TC aJICP......./ rENS.(OlJI.) aI 1~2 -ISMl .001 0_" 2~) -tUn .001 0.46 )~.. ~l89111 .001 0.43 4.S -lO981 .001 0.12 S~6 -66Ot .UI 0.11 6-7 -944J .001 0.16 1-1 -11671 .001 0.11 1~9 -1167) .00 I 0.11 9-1O-1011S .001 0.15 10-11 .76251.15 / 0.2S 11_12_211191.001 0.10 12-13 -lU64 1-00 I 0.59 13-14 -16247 1.00 I 0_71 14-U _221411.001 0.$4 Be CIM'.(IU..)! TEJ<tS.Wll. CSl 16.11 1132911.00 0.65 17~18 I lJJlll.OO 0.65 18~19 I 1610) 1.00 0.11 19-20 11661111.00 0.71 2O~11 1166871.00 0.11 2l~22 I 180lS1.oo 0.71 n-n 1206511.00 0.44 2)-24 1206591.00 0.68 24.25 1226411.00 0.&0 25-26 1119111.00 0.91 26-27 I 11l86ll1.00 0.91 2~ ~i~~06~ TOl'S.(llJIL) o~J l.a 1842!LOOj 0.19 )-11 -S51(1.15) 1061.60 0.01 )-19 4991.00 0.05 4-19 -)20Hl.OO) 0.11 .-21 1812p.15~ 0.1" J:H ~ :t~~~U:8~ 8::J 12-22 -4n)(1.15)1 0.22 12-24 , 3269(1.00) O.B 1]-2" -516S(1.OO)/ 0.10 ttn ~ HjUt:~~ 8:;1 1"-26 -461S(1.OO)1 0.1J11_...5 " "'"'!"""!' TEHS.(OOlI.) cn S-28~U3101.00' 0.31 211_29 -11991.001 0.11 29-30 -76361.001 0.11 3O~1l~llI961.ool o.n 6~1 CD'iP.(00Il.)~ T~~7~~OO~ o~~ 21~1 ~U26(1.1S)1 0.0) 7-29 , 25S9(1.1S)0.2J 29-1 ~U4S1LOOl' 0.04 29_9 ~lI1.60' 1931!1.15j O,V 9~30 -931 1.15 1 J.6 1.60 0.02 30-10 1 522S1.1.5 0."6 Job Name: PIETERSON ~ MOSHOFSKY ~ TRUSS 4415 Nort;hp.ark Dr. Co 0 Sprlngs. CO 80907 TRUSPLUS 6.0 VER: T6.4.1. TruSwql $ystems P1atesjJre 20 ga, unless ShOWn tly -18-(18 ga,l. -H"lJ6 oator 'M>;"lTWMX,20 00,,1. POSillOl'l, '" "",''', J.',' P,lqtailS Reoort, Cln:led pales and false frame plales are DOSI\lonet:1as shOwrf atxrve. stun Q:lble slud Qll!les 10 a~ ovel1ap~th'slruclura~l~ lor"slaPlel . WAlRfNJ/fINJ~Read~li~otes on this sheet ans'1Nv~6 ~~~~'bfZII1>)1le Erecftnll Conl;~~t;;;: C;st: PETERSON :ThoI;delJlClnlSloranoncl......uaIt1uddonoc:on'lpCJNnlnolIruASyS1I!m "_bee1I_on~~byl .... .........aauo.<. :WO: Drive_Cptnl_lOOOOb_JOOO07 l~donl!"acamlana!wCPIlhea.nenl_oITPI""'AFPAdeS'lln~s. NO~"""""1oel .. __ KY. ow.nsons !_"beftfa'iedbyl/'le~""""'_ar4'oobull4ongCleIJlCl"",pr"""I~ T"'bIA\rsI8l.s.Q"",rtlIsa..,.,rU~""1od . .Osgnr: 'LC - IUlJiudonlhi5desogn~ore.(:M(IlIleballorog.-nposedlryll'o!lDal_"'lICOdUrdll'e.~~ Ttoe~""""lMllhfll!pth::HG I TC Live 25.00 psf OurFacs ls....;d'ybr;Ja!dtJylf1l!rooIorlloorshe~..alhebollomcl'otdlS'-'allybl'KIIldby..rigodlll.uthjnll_....ldQdlv~. 1.WIIIu001'efWlSol!! Rep Mbr naIed. Bra::lngshown!Sro,,-,,...&uppOr'lol~mo!'mtlersontyloreclucelluddlng~ Tl'oIIc:omr:orenIS/'IilInatbllplilC8d.....y TC Dead 7.00 psf Rep Mbr 'e.............ntll'lill_(.illl!lemernoistlntorWe1ltollhewoodloe.CftCI'~il"dIortil\.llle~CIIilIeCDl''tIson r~......,..,.1nstaI BC live 0.00 psf ilrIlbl'ilCl!lhosllllSS"'''Cl:Otd''~wCPIlI'le~IIlilrdiltdS..Jo''''''rdCurbngOetildR''''''''V''.I''''bIf!v!'''prtlnlt!T+''llIlltdre. ... 'ANSvrPll'.WTC,o\l'_WOOClTruuColA:llolAmeric.:I~~DeS'll"ResponsblltJes.'elilOljG~uP()l:jF"Ts'-~tvINFwt"'TIOIt-: :.: . Be Dead 10.00 psf (8CS11-(13)~"6CSISUMIoIARYSHEETS'l7yWTC,o\~TPI TtoeT'.....PIilt<!lnstJIulI!(TP."~~JD'61~D...,.liP"...",. . . . l WISCORSA"I5J719 TtoeA'""..,.."ForestandP_ASSOCIaI....,(AFPAI...IOc.ilIed.,"'II9II'EIrea.,.,..SlellldW~n.1C2~. . . . TOTAL 4'2.00 psf ...-.-.-.--.-...-. -- h6 OFl 12 21:4 OFt II hl0 OFt 12 h12 OFt 12 2x12 OFl SS FIll 010 2lr4 OFt ST~D VEB 1x4 DFl STANDARD TIE BEAM 2x4 DFl STANDMD ATTIC WB 21:4 OFt STANtWlD lUlllb~r she.r .1lowabhs .re per NOS. Dr.in.q~ muSt be provid~ to .void pondinq. On~ row of cross brid9inq IX-bradnq) ..y b~ r~ui red at (enterhne 0 rOOll per NOS. Atti( (oll.r t;~ r~uir~s lateral bradn9 :~~o~~~~ ~i:c~~~l:~s t~t~n:~h:~~~:) ~f ~ ~y~~ ~~~t:u.~~i;H~~:'TIlUSS. AnACH THE CAP TRUSS WITH A 1)(6 (RJll lENGTH) ON [A(H FACE WITH 8d NAILS AT 6M O.c. IN EACH CHORD. THE lUMBER USED ~ST BE STRESS RATED AHD CEHTEIlEO ON EACH CHORD. THIS CQNNEalON' IS FOR VERTICAl lOMS AND 24. OF TIlIBUTAAY WIHD lOADS BASE~~ THE SPEQFlCATIOHS HOTEO. 'llAAlt~E THE flAT TOP (HORD AT 24- .~ U. ,:PER TPI. 4~_5 ~' s:a-a ~ 4-0-5 .16-10-4 ' ~_ 1P_1_1? 5-.plYS 1 2 3 4 REQUIRED ~ ~ TC 1-], 13-15 4~6. 10-12 10-1] 17:f'~ 8-8 .-8 ,0-13-5 3.5-8 7-8 7-8 ',M STUB 16 17 ...., 4-0,5 I'i';' 4.().5 r":' TYPiCAl PLATE: 1.5-4 N ~., 20 21 P~~-4 Truss 10: PTN-B4 Pbtill9 spec: AHSI/TPl - 1995 Atti( roOlll lo.d. 45 psf, plus ~ny ~dded lo~ds indicated. ROOIl\ Ll OIofl. is If]60. THIS DESIGN IS THE Co-tPlnlTE RESULT OF MULTIPlE lOAD CASES. PlATE VAlUES PER I(BO RESEARCH REPOA.T 11607. lo~dl1l for 10 PSF non-concurrent BClL. ............. ..... .... N.il p.1ittern shown ;s for PlF 104llds only. Con(entrat~ loads MUST be distributed to each ely ~~ual~y. gn multi-ply ~th =ers. ~~~ ~r:'~h:n";"pl;7t:s~h:d~1~i~~:Y fut:~: ers as indicated frOOll the bl,k plys. or use .ny other .pproved det.il (by others). PtATii BASED OH. rREEH 'lUMBER VAlUES: . s.~~! ~~~12./~~ ~~S~S}'IIW~~~~(~T~~) ~iP :~r~~~l~s':tei~~ ~~L i:..:~t:~~dbe insull~d in .ddition to n.il1n9 (only tn (hords .ith tie~in trunu or fr&IJI;n9.) ~~ F;! ~o~"! F~~ , '<I '<I ,-, , . ~ . ~ . ~ i" ~G.4 1t..8.:,8 / 5 -6 7 8 9 to 11 1900# 1 10:1000 I 2,~ ~~ ~~ t~M_1{: 12 13 -7,001 3,~ 14..0.0 .Jill 12-12 7-8 \35-8 5=12-12 12-12 g.SDS 160,,1 5700# 1 4Q.o.o ;: 22 23 24 f~ fj 14.3-8 5.8-8 31-1-12 36-10-4 . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . .. .. .. . . , , Ol~: 5 .4 ,7,001 This desiqn bned on (hord br~cin9 applied per the followin9 schedule: mall 0.(. frOlll to T( 24.00. 19. 1~12 ]0-10- 4 UPlIFT REACTIOH(S) : Support 1 ~2081lb Support 2 ~21191 lb This trun is desi9nedusin9 the use Code. Bld9 En(losed . Yes. Import.n(e Factor . l.00 Trun location. Hot End Zone Hurricanl!/Ocun line. No 1 E_p Cate901 . C ~~~ ~:~t~ei h~0~001~~76Bf~~ =~~th.. lI&'OO ft ~~~~ ~~~~~~rgJm~n~I' D~1~ l~~S _~~: ~~ ~~~ __ ~n _ ~ Dir l.Plt l.Lo( R.Plf Il.Loc UrTL T( Vert 64.00 1- 0- 0 64.00 17-10. 4 0.78 TC Vert lI4.oo 17-10- 4 84.00 IlI- O~ 0 0.60 TC Vert 64.00 18~ O~ 0 64.00 32- 0- 0 0.71! TC Vert 84.00 ]2- O~ 0 84.00 32- 1~12 0.60 TC Vert 64.00 32. 1.12 64.00 50- 0- 0 0.711 BC Vert 20.00 1- O~ 0 20.00 17-10- 4 0.00 BC Vert 110.00 Il~10- 4 110.00 18- 6- 0 0.13 ~Vlrt 510.00 lS- 6- 0 510.00 ]2- 1-12 0.62 .rt 420.00 32- 1~1l 420.00 42- 0- 0 0.57 .rt 20.00 42- 0- 0 20.00 SO- 0- 0 0.00 H V 20.00 lS- 0- 0 20.00 32- 0- 0 0.00 ..Type... lbs X.lo( lL(TL TC Vert 1900.0 2S- 0- 0 0.60 1C Vert 160.0 17-10- 4 0.00 15BC Vert 5700.0 11- 6- 0 0.60 BC Vert 160.0 32. 1~1l 0.00 BC Vert 5700.0 42- 0- 0 0.60 11, SHIP 4-8 ~43:z: 1 0-4-5 1_0.0 27'4 0 p~ i ~ 43 Wi: L-l.lS B,d Comp Rep Mbr Tens O.C.Spacing Design Spec DEFl RATIO: 677' P.1.1S 1.H 1.00 1.00 2- 0- 0 U8C l/240 "lC: i , l/24~ , Job "-lame: PIETIERSO"-l aRG X.lOC REACT SIZE II:EO'O 1 9- 2-12 3661 5.50. LB- 1 .!I~ 9~" 2'6] 5.50. 2.6]- BRG REQUIREMENTS ~hown ue bued ONLY 8e on the truu m.Hl!rhl u e.ch be.ring MAX DEFLECTION (spoln) : L/744 IN HEM 17-18 ~LIVE) l- -0.64- 0.. ~O.43 T. -1.01" MAX DEFLECTION ('oint) : t~4~~.~~..HEMo.l~O~~91lIf~) -0.46" CIlITlCAL l'IUefll: FMas: TC (DIIP. 0UlI., lE~'!""1 CS1 1~2 -36'9' 1.)) I '1) l.n D.ll 2-) -no 1.)" I 1111.U 0.'. ,~. -954 I.) I ..oll.1S 0.76 4_5 _1'" 1.1 I 9071.U 0.80 )-6 -BU 1.1 I 0.66 6-7 -BU 1.1 I D.n '_8 -2U71.1 I 32(1.60)0.12 1-' ~]2J71.1 I 0.19 '-10 -)177 1. IS I 0.47 10-11 -)4)Cll.U I 0.52 O\C ""'!"'j/UH':i.-llUR- CSI u-u _J..... 1.15' )021.) 0.11 U-14 -HO 1.601 914 1.3 0.61 t;:U ~ ng~ U 8:;: tt~ ~ UU U g::~ U-19 I n171.1 0.51 g:~ ~ rJ; U g::~ ... ,-u .-u )-14 4_14 4~15 a-17 .-v .-to 10-19 w-", " 4-22 22-. ~ S-ll 22-6 21-7 """1...'j' -355 I.U I -lOl)( I.U I , _4120(1.1J)/ I , -U"I""j' -215 1.601 ~)l.601 -1361.15/ """1...'1' -)'461.15 I -3631.601 (DIIP.(WR.)/ , -i~~~H:U~~ T~il~6liloC:SJ 151.60 0.110 14J.4 1.15 0.62 mt!l:ulg:: 271 1.60 0.61 ~7S Ion 0.23 4941.1\ 0.19 l!i01.l!iO 0.11 t[~.(DJI..) CSI 0.91 lOl9(l.IS) 0.42 T~~~r~l gJ! 1 1 ;-5 214f1.6O 0.93 TC 2~j, 9~10 l-i,7-9 . h4 OFl 11 2x6 OFl 12 hiD OFl SS 2xll OFl 12 21112 Ofl SS 2x4 OFl STANIWl.O h4 OFl STAHIWl.D h6 OFl 12 h4 Dfl 11 h4 OR STANDARD 2x4 OFl COHSTR lulllber ~hUr .allow.ible~ ue pf!r NOS. Onin.age lIIlJ~t be providf!d to avoid ponding. Attic collar tie require, l.atenl bracin9 ~~~o~~~~ ~i:c~~~l:~s t~:t::n::h:~i~:)~f or rigid ~he.athing i~ requirf!d. 12-IS FIll (HO WEB 14-4 TIE BEAM ATTI( WB S-22 '-~----- Truss iD: PTINI-B5 Qftw: 5 ..{).{) 6-1-12 5-8-8 6-0'{) 12-1-12 17-1().4 1Q..1.17 , 2 3 4 f'fiiO" f'fiiO" f'fiiO" z 0-4-5 " III I g ~eb br.acing required .t euh 10c.,tion shown. ~ Sf!e ~und.rd det.ails (TXOIOIl1001-001 revl). "{P!4J..PUTE Il()HITOR USED-See J01nt Report" Pbting spec: ANSI/TPI ~ 1995 Attic roOlll 10olld. 4S p~f, plu~ ..ny .added 100llds indiuted. Roolll Ll Den. is lO6O. THIS DESIGN IS lHE COMPOSITE RESULT OF ~lTlPlE lOAD CASES. PlATE VAlUES PER lCBO RESEARCH REPORT 11601. lOollded for 10 P'SF non-concurrent BClL. Thh dlUign bued on chord br..dng ..pplied per the followin9 schedule: au: D.C. frDIII to TC 24.00. 19- 1.12 ]0-10. 4 This truss i~ desiqnf!d using the USC Code. Bldg Enc1o~ed . Ye~, Imporunce F.ctor __ 1.00 Truss lOColltion . Not End lone llurriune/Oceolln Line. No I Exp ColItegory . C 81dg lenjth. SO.OO ft, B dg Width. 20.00 ft ,",un roo height. 13:76 ft, mph. 80 UBC SUndollrd Occupoincy. Dud lOoid. 10.2 psf --~----~--lOo\D CASE II DESIGN lOo\DS -------------... Oir L.PH L.loc R.Plf R.loc LlfTl TC Vert 64.00 0- 0- 0 64.00 17-10- 4 0.78 TC Vert 84.00 17-10- 4 84.00 18- 0- 0 0.60 Te Vert 64.00 1ll. 0- 0 64.00 32~ O~ 0 0.78 T( Vert 84.00 ]2.0- 0 84.00 ]2- 1.12 0.60 TC Vert 64.00 ]2- 1~12 64.00 49- 0- 0 0.78 8C Vert 20.00 0- O~ 0 20.00 17-10- 4 0.00 8C Vert 110.00 17.10~ 4 110.00 ]2- 1-12 0.73 BC Vert 20.00 ]2~ 1-12 20.00 49- O. 0 0.00 4~1I V 20.00 111- 0- 0 20.00 ]2~ O~ 0 0.00 ... Type... lbs X.loc llITl BC Vert 160.0 17-10- 4 0.00 BC Vert 160.0 32- 1-12 0.00 7f 5=12-12 7.8 4.12 "..00'''' .... ........... Unrestnined horiz. II deflection. 0.31 in. .... ...... .... 0.. ............. Droe row of cross brid9;n9 (X-brollcing) NY be Pl~;1~ rB~SE~ ~n~E~~ n~U:E~o~:lC:~. NIlS. ...Q.p PlIES I1UST MTCH THE BOTTOI'I TRUSS. AnA(H THE CAP TRUSS WITH A LX6 (fUll lOCH) ON EACH FACE W'lTH 8d NAILS AT 6~ 0.(, IN EACH CHORD. THE lUMBER USED MUST BE STRESS RATED AND CENTERED OH EACH CHORD. THIS CONNECTION IS FOR VERTICAl lOADS ,llr,HO 24w OF TRIBUTARY WINO l(),tJ)S WED ON THE N SPf:CIFICATIONS HOlED. WEIlAlLY BRACE THE ~ "7 FLAT TOP CHORD AT 2)00;C. U.N.O. PER TPI. .t10-4 5-10-4 :~ 6-1~12 25-0-0 30-1().4 37.10-4 44-0-0 11-11-8 1R-1_17 5 6 7 8 9 SEE NEW JOINT REPORT -7,001 -T,OOI 10-10 5-<l-O 4~ 10 11) -7,001 9'{)'{) ,60#1 12 13 ,.4', 15 16 F~~~-4 11 ;.5 SHIP 1A.tl.n 10-10 7-8 3,5-8 5=12-12 160# 1 .49_0..{l .1-0-0 17 18 '9 20 2' STUB 14.3-8 5-8-8 6-1-1' ,5-0'{) 32'1.12 37.10-4 ...{).{) 49-0-0 . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . .. .. .. . . ",'" c>- '" ~f. ~ l\~~~~~~ ... <r,~ ~.,..\. I EXPI~T!9!'! DAT_E:_ 1Z1J111l5 t -~/~~L~@@5J_ 9-2.12 9-2.12 TYPiCAl PlATE: 1.5-4 _________.___ ~=~~~lg~Ca~~~~~~ti?';i~~~,~Jtre~.~o~~I~~~~~~~~~I~__ 'III! /Jl1RF!!1J1NJ{;'~ad ~II notes on this sheet a"J ~ "'~pi &l:it '~fhe EteC~1Jf1 Contractor, i Cu," PETERSON ~ Tl'lISdt'$IgtI..Io<..._lIuoIcl.-.gcomoorentrolIn.USySIeIJI. .na_ba..:lon~~trr _.., __. WQ: Drive_CptnLLOO006_JOOOO7 rddone"~_htumlnl_dTPI_,.sPAdetq'I_. No~..&um.dll#dlfne""",,,,~, ~ I _llIl:evertil!dtlJh~~rdo'oItuIllng~P"IQIIll.~.i~'-one<.&.t~&tItO!*.: ,Dsgnr: ILC. 43 WT: 70}I tdnlOonlllts""'O"meelOte.C8MlIhII~oft'ClOtelIDot.,.bQl;IluolllIngCZll~..ndltO!~~. T!tedK9"-...res1hMhIllpCl'OlO TC live 25.00 psf DurFac5 L..1.15 P..1.15 "'OSHOFSKY ,..l3IeI3IIytncl!lltlJhIllClfOtlbol...-garcllhebOllOmCl'Ofll.....-,bI.-ltlJ.ngol""'--'O...-naIlSftCl1y_......lllhefWISIe Rep Mbr Bnd 115 1"/' _,9<KlflOll'ooonl5twlael3llUQP:lO'ld~memtlerI(lIlIylll<eCuc:ellud<qlenglll TlIISc:omponetIstI;IIroIl:e~"at"I TC Dead 7.00 psf . ~ TRUSS ~__c:lWeh_CC<WenIdl'.UOOcllO~.Cftd19'1'+.-4/oIc:IWe~~c:or- r~~'e.....uI . . . Be live 0.00 psf ::~ ~~~ ~~~~ 1.00 4445 Norr;h .ark Dr ~_bl_lIltstlUSS"';ICCOIIj;lnCe_IheIollown;-.dald' Joonland~DeIaIIRetIClp...rable~OIfPUlInI"nr;ll~ ... 1.00 CoJo spnngs. CO 80907 .AN$VTPll.WTCA1'-WoollTrussCoullololAmerc.aSlMolMlOesvnRuponsotlillon ~~ljpMPQPoIlito'T5AiEii"lNFiIttlATICW. ... Be Dead 10.00 psf Q.C.Spacing 2- 0-'0 IBCSll-DJl..:lllCSISUIolIAARYSHEETS tlJWTCA.nllTP, T""TruuPlllo!lIMl_(rPll..~1l~3~~ _lIll_. . . . Design Spec UBC TRUSPLUS 6.0 VER: T6.4. _53111 T""_~rre<canr~_p~ASSOQ;IIon_IAJP~~"locadll'1I1 ,ds/t 1'" Slernzw~~ .;-=... JITOT~~ 42.00 psf DEFL RATIO:"",kf240 rc: _L~ Job Name: PETtERSON BRC l(~lOC REACT SIZE REQ'O 1 9- 2-12 366) LSO. 3.n" Z ..a- 9-" 2463 LSO. 2.6r BRG REQUIRO'lENTS ~hown .reo b.sed ONLY Be on thl!! truss _teri.l n each beilrin9 !'WI OEFlECTIClH (sp.n) : LOU IN litEM 17-111 (LIVE) l. ~O.64" 0.. -0.4]" 1- -1.07. MAX DEFlECTION (unt) : t!.~~J~- MEMO- 1~O~~9~LI~) ~O."6. (UTlCAL I'ILI'IIEI FDI((~: TC CIM'. CULl TlNS.!...,! '" 1-2 -Jfi'1I.HI 4U l.U lI.n 2-) -)lOL}} I 1)1 1.15 0.34 J-4 -9S4 1.n I ..oll.IS 0.76 4-S -).... I.U I 9011.U 0.10 5-6 ~Bn1.a I 0.66 6-7 -nu 1.U I lI.H '-I .11)7 l.iS / U(l.60) 0.12 '-9 -]Hl1.B I 0.'9 9-10 .)1711.1) I 0.4' 1O~1l -)4JC.1.U)! 0.52 OC """'!...'l' TE...s. 00Il. 131 U-lJ -)441.15/ JDll.H 0.11 13-14 _BlIl.60 I 914 loB 0.62 14-n I 1~21.n o.n n-16 I 25021.)) 0.9<1 16-11 I 2$111.lS 0.91 11-11 I HIll.n 0.46 11-19 I HI'I.B 0.51 1\1-10 I 2924 1.15 0.61 10-21 / Z1921.U 0.63 l~ ~iS~i~~ Hroi~'r:"'6lij o~J J-13 -lOO4h.uSI 7S~1.60 0.110 tt: -mO(l.U)~ lU4 1.1$ g::J 4_16 I 21761.1310'" 8-11 1 13U 1.13 0.66 9~11 -UU!"'jl 211 1.60 0.61 9-19 -2U 1:601 HS 1.15 0.2] 10-19 .J 1.60 1 ..,.. 1.15 0.19 10-20 -1)6 I.B 1 60 1.60 O.U " """l"'l' Tlm.(OlJl.) ar "-22 -31'" 1. IS 1 0.91 22-1 .JU 1.601 1019(1.U) 0.42 S~2 (IM>.(CUll.)~ T~~6f~si o~Jll....s ~~:~ .i~;U::m~ }~B::gi g:~ 2x4 OFl II 2x6 OR 12 2..-10 OFL SS 2x12 OR 12 2xl20Fl SS 2x4 Ofl STo\HOAAO 2x4 Ofl STA.HDAAO 2x6 OFl 12 2x4 OFL II 2x4 OFL STAHOARO 2x 4 OFl CONS TR Lud:ter shear "llowoibles ue per NOS. Orilinilge IllUst be provided to avoid IXlndin9. Attic co1hr tie re-qu;res loJteril1 bracing ~~~o~~~~ ~~:c~~~l:~S t~:t::n::h:~i~:) ~f or rigid shuthino is required. TC 2-3, 9-10 ).S, 1-9 12.15 FILL 010 WEB 14~4 TIE BEAM ATTIC. WB S~22 6-<l'{) 8-1_17 5-8-8 6.{).{) 12.1.12 17-10.4 1A_1_t? 1 2 3 4 ITOil ITOil rroo- ~ Truss ID: PTN-BS ~ Web bracing r~uired at e.uh location shown. ~ See SUndud details (TXOIOI7oo1~001 r~l). "[!lMJ_PlATE IOrfITOR USED.See Joint Report" Ph.tino spec: ANSI/TPI . 1995 Attit r~ 10.ad _ 4S pd. plus ilny .added 10.ad5 indiuted. ROOIII II Defl. is l136O. THIS OESIGN IS THE CCMPOSITE RESULT OF IWl TIPLE L(W) OOES. PlATE VAlUES PER ICBO RESEARCH REP(lRT 11607. Loaded tor 10 PSF non.concurrent Bal. .......... ............ ................. Unrestr.ined horiz. lL deflection _ 0.31 in. . ...... ...... .............. One row of cross bridv;n9 ~l(-brl.Cinq) lU.y be Pl~~~::;/:~S~~ ~n~~~~ n~U~BE~o:..C~~. NOS. ..Q.P PlIES IWST "'-'TCH THE BOTT()IIl TRUSS. ATTACH THE CAP TRUSS WITH A 1X6 (FUll LENGTH) OH EACH FACE WITH &d NAILS AT 6~ O.c. IN EACH CHMO. THE lUMllER USED MUST BE STRESS RATED AND CEHTERED ~ EACH CHORD. THIS CONNEaIQN IS FOR VERTICAL LOADS AND 24~ Of TRIBlJTARY WIND LOADS BASED ON THE N SPECIfICATIONS NOTED. !.NERALLY BRACE THE P ~ FLAT TOP CHORO AT 2r~' U.N.O. PER TPI. , t10.4 5-10-4.' ~ 6-1.12 2~ 30-10-4' 37-10.4 44-0-0 11-e:1l :l8-1-1? 5 6 7 6 9 SEE NEW JOINT REPORT --:r.ool ~.5-4 10-10 / "8-8 .7,001 8-12 " Qty: 1 This design b.ued on c.hord bncing "Pplied per the following schedule: lu.xo.c. frOl:l to TC 24.oo~ 19- 1.12 10-10- This lruss is designed using the UBC Code. Bldg Endosed . Yes, IlllpOrt.ance hc.tor 1.00 Truss loudon _ Not End Zone HurriunejOceiln Une _ Me) Exp C.augory _ C Bldq lenlth _ SD.OO ft, Bidg Width. 20.00 ft lW.In roo height. 13.76 ft, IIIph - 80 UBC Sundud Occup.Incy, Dud load _ 10.2 pst ____~___uLOAD OOf II OESICIf lOADS ______~uu_n__ Oir l.Plf L.Loc. R.Plt R.Loc. UflL TC Vert 64.00 0- D~ 0 64.00 17-10- 4 0.78 TC Vert 84.00 17~ID- 4 84.00 IB~ O~ 0 0.60 TC Vert 64.00 11- 0- 0 64.00)2- O. 0 0.18 TC Vert 84.00 )2~ 0- 0 14.00 )2~ 1-12 0.60 TC Vert 64.00 )2- 1~12 64.00 49- O~ 0 O.7B BC Vert 20.00 0- 0- 0 20.00 17~10~ 4 0.00 BC Vert 110.00 17-10- 4 110.00 )2- 1-12 0.73 BC Vert 20.00 32~ 1-12 20.00 49~ O~ 0 0.00 4-1 V 20.00 18~ O~ 0 20.00 ]2~ 0- 0 0.00 ...Type... lbs X.Loc ufn BC Vert 160.0 17-10- 4 0.00 BC Vert 160.0 32- 1~12 0.00 5.{).{) 49.{).Q 10 11' .7,001 10-12 T z- 14.0.0 % 0-4-5 7-8 r 5=12.12 9'{)'{) 7.8 4.12 160,;1 49..0.0 12 13 ,4', I. 16 9-2.12 r~8'8 9-2-12 11-1.0-4 TYPICAl PLATE: 1,5-4 T....., , I s",'~ Pla",s.",2O.. om"" ""'"",'" ''''('''''' 'H"11'''cl''''MX'(TWMX, 20.... DO."", ,'" "",J~"' O,~'lsR""" _ 9~OO~les3ndfalselrameol:ltesare DOSItJoned3SstKJwr1"alXM:l."5I'lln~tlIestudtil3Iesto3'ofOid"OVertaPwilhSU'Ucturnlplal(l$ (or'staple) _ _ Wjj;~1MUilJ~Re~d all not~s on this sheet arJ 1I1""....COpJ!aC/t t4 r,,-;;~Ini Contractor,l Cust, PETERSON ~ Tr.c)eslgnISIOr....~lll-*'ollllfO'Cllll'efngl1n.lSS1.,......r.a__on~~t>JIIle~.....,,-. ,wo: Orive_c...pt.nLL00006_JOOO07 _""",,..~_ItIII!___GfTPI""'AFP"Oe$O'l__, No~.A$um!ld.~_Ky.~ I "1atle.erlloedb'fltlll!c:ompJrenl:~~-"deSq'efpru1a~. T~~~"lI'e~ . .Dsgnr: 'lC - 4.3 WT: ~onlhlsdnQnll'W111re1c:eedThrba:ln:l~b'fItlll!IbcIIlIll-*'o(DQl!""'C::.tcw.~ Ttoe.clesIgn.&.nes_tfleVd'otd TC Live 25.00 pst DurFacs l-l.lS "'OSHOFSKY '.'-<alIyt:ll'a::::edb'fThrIOCllOifAxw~_ltIII!boIIamd'Olll.'-<-.trxell~anoo:l_atWlOnuteNlCl~~. unInS~ R Mb B d './1 :....s. Bragng_ISIoI~~Gf~~CIOWy1al8CluCelkDlnOtenoIl Tr.sa,mp;lI>efllsr.-ngltleplxed""" TC Dead 7.00 psf ep r n ~ TRUSS _1NI_~lI'II!rT'OIStIn-"alltlll!woocl1a..c:eedl"an:Io'OIc.ac.-aIIYIeQClI~COITOSIOn.FJIbrx:*.~.1MUII BC live 0.00 psf Rep Mbr Comp 4445 North ,uk Dr. anClbr:K;eIhlSIn$S...~W1I!lll'll!~stanClan:l1 .JOn....,CtMlJngOeta'~~~~oo.."W~Tr!sw..~ ... Rep Mbr Tens Colo Sprin~s, CO 80907 '''NSlfTPIl WTCAl _TNltlea...c.laf"II'I!t>UI~Onlgn~ ~,t'rllll>6NiNl!.v~If'fF.,cIOl"'TIlJ1 :.: BC Dead 10.00 pst O.C.Spacing lSCSll-ll3lanCl"BC$lSUIolMA.RYSHEETS b'fWTCA....,TPI TtoeTruss,",-lrIstItuIlItfTlIllS.~~~QlOrq'oalW""~F". . . . Design Spec TRUSPLUS 6.0 VER: T6.4.~~___.5J119 Ttoe"'met"un~__P_"'~l"'~P"llStauledilll"'1ge5l*1""'SII'lIlJI~.x:~ . . . .,TOTAL 42_00 psf DEFl RATIO: = - ~-..-..-._,.-....... 10-10 5=12-12 7-8 1600j 14-3-8 32-1-12 17 18 5-8-8 37-10-4 19 6-1-12 ....{).{) . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . .. .. .. . . 3.5-8 ,.8 ~, 4-6 '~O-ii.5 20 ,5.{).{) 49-0-0 .1-0-0 21 STUB 11 ;.5 SHIP 7011 P.1.1S 1.15 1.00 1.00 2- 0- 0 UBC l/240 1(: L/24 . " . ... . , , Job Name: !PETERSON Truss 10: PTN-C1 Qtv: 3 BAG X.LOC REACT SIZE REO'O 1 1. 2~12 81B 5.50. 1.50M 2 18. 3. .. 740 So SO. 1. 50. BRG REQUIREMENTS shown UC! bued OHl Y on thfOtruss_terial atl"ac.hbe;lring MAX OEFLECTIOH (sp,,-n) : L/969 IN /IIEM 7-8 (LIVE) t.. _O.21H 0- .O.14~ T.. .0,]6- ~~ICAl~!~~!~a~~i!~60! o~~ 2.3 -1221.15/ 211.60 0.1& )_4 .600 1.ts I )11.60 a.H 4-5 -116 1.15/ ll1.U a.S! 6~~ ~i~~6li~~ lE~4SMi~ o:~~ '_I _101h.60~1 .oob.u~ G.B 2~ ~7!Msl~ T~3!~601 o~l 4-1 -lllI1.601 4001.15 0.18 4-' -6411.1S1 ))11.60 0.40 S-I -1571.15/ Ul1.60 O.ll Te 2x4 OFt n 8C lx4 OFt '1 WEB 21:4 OFt STA,H[Wl,O WHl(j[ .b6 OFl .2 PlATE VAlUES PEA ICBO RESEARCH REPORT 11607. PLATING BASED ON GREEN LUMBER VAlUES. ~ WS:l! b~~~~~~rde~~~~~~s ahi~~S8~OO~~~~ ~~~: ~~~~i~~5~~CI~ ~~Iil:~Iii9~ESUlT OF JotUlTIPlE lOAD CASES. lOOlded for 10 PSF non-concurrent BelL. [nd....ertic.1.h designed for uhllo4lds only. [xunsions ~ove or below the truss profile (if any) require addition.l consideruion (by others) for horiz. loads on the bldg. UPlIFT REACTIOH(S) : Support 1 -66lb Support 2 .]]~ lb This truss is designed using the USC Code. 81dq Enclosed. Yes, Importance F.ctor . 1.00 Truss location. Not End lone Hurricane/Ocean Line. No I Exp Cale(jory . C 81dg length. 50.00 ft, B dg Width. 20.00 ft l'N!an roof hei(jht. 13.41 ft, IIIph. 80 U8C Standard Occupancy, Dead lo.d. 10.2 psf 6.5-11 6-5-11 6-0-2 12-5-14 .-0-2 HHHl 2 3 ~ 4 5 1,'" 3-4 5=3.5-4 11- -13 1,'" I 11. -13 I z 04-5 2,'" M 2,'" 1-<l-<l ""',," 6 7 8' 9-5-13 9-0-3 9-5-13 18-6-<> . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . .. .. .. . . TfU$~1 Systems PIalesare 20 ga, unless shown bv 0'80118 Qa l. -H"I 16 03,1. Of OMX,OITWMX 20 Qa ), POSllloned per JOIn1 Details RePOf1 _ ____~~~_.e!.Jles and false rrame pQlcs are poslbooed"as stiOWlf alXwe. 'ShIn ooble stud OIales 10 aVOId overIaD WIth slnJcluraf rja-les rorslaOlel '1'f1'1~!RlMl1JNJ~ReiId~" notes on this sheet anJ'r, III"" !.",opy.4~t r~fhe Erec~~~c.;....:_"_;, 'I-e",<, PETERSON ~ Ttosdes9t1lflol..,,",,Mdualtu1drQ(OII'Jp)tllInlnl'Jlln4llyRm. bhBbeenba!ellon -. __... phdedbJ. .. .. _ ngrU'Xllftr oj \tlQ: Or-ive_'--ptnl_LDOOD6_J00007 ""6ore..~_tN~_dTPl""AFP"'dnlg......,...,., Na~lSAomedtJfrJ"""~x,. ~ 23 WT: _1__, ,.__. _..' : _klbe...'of""'bJtN(I;IfTIpOntnl.........xIute'...d/O..1UIIrJrogdn.Qlle.pnorlDl~.r1~9!n.o..,,~~&t1l'e~ . ,Dsgnr: ILC- 'tdzeclonrr.sde$9'l_Ofe'cee<lll'lelOarJlIIgmc:osedll'f'lIle~buIclrogmtle...,tNpatIJl;:uIaf~n. Thedes9"-.mesINllIlle~.CIIOfd TC Live 25.00 pst Our-Facs L-l.15 MOSHOFSVY t$.....lilllybriIterJt>,lI'IeroofOfl'borshe....-.g...,IIle_(l'lOIIlfS_,...,tncIIldt>,.ngorJshl!iIIlWlg....lQfd..eclly_.lJ'ltiS~ Rep Mbr Bnd k' RJIIld.B'ICIf"IllShOwllfSloflille,..It.oppot\CI~memtIe..onIyotlrecluO!lluCfolillQ~nglII TIIrI~rcolullllOlbe~""", TC Dead 7.00 psf ~ TRUSS e_",N1_tlUMtNrfIOI$IufeCUlllenfollt>e_kle.(ft(l'9'lIo'_CIUSIl~c:orwson F"'~,,,,,,,~.,,,,,. . . . BC live 0.00 psf Rep Mbr (omp 4445 N h k 0 _brxell'lfSln,rU..ICCOIIlanc:e..ltllllelolbwillgslillldanl~.JoonI..nrJCurIrogOetl.RelXl..~qllle.o~~rnp;uofl..re. ... Rep Mbr Tens Colo 5g~in~~~ COrB09D7 :;~~~l;=~;~=~~SH~:~~=:~:;:::~I~uIe(T-::~::.:...".:N~-::~:=:.T~.: :.: BC Dead 10.00 p.sf g~~i~~a~~~~ TRU$PLUS 6.0 VER: T6.4'~0SCDM!I'l~J71' Tho!~_~FO,..S1...,P.pe'...UI>CI:III""'(AFP...I..~..'1"I~rll.~.S_le~w~.!c~-':~.-== TOTAL 42.00 pst ~FL RATIO: 1311 P-1.15 1.15 1.00 1.00 2- 0- 0 UBe U240 Te: L/24 . , ' . " . - --- Job lNIa1me: IP'IETERSOIM Truss ID: I?T~..c:l -----=-=- QW: 2 BRG X~lOC REACT Sill REQ'O 1 1. 2~12 735 5. SO~ 1.50" 2 ll!~]~ 04 lH L50~ 1.50R BRG REQUIREMENTS shown .are baud ONLY on the truss _ted.l on f',uh be"r;"; MAX DEFLECTION (span) : L/999 IN MEM ].8 (LIVE) l.. -0.111" 0- ~O.lZ~ T.. -D.H" ~5ICN.~!~~!~UU~i!~;! o~~ l~) -701.1S1 111.60 0.31 )_4 -621 1.1S I 161.60 0.45 4-5 -U41.15/ 141.U 0.45. " ""'l""jl 1E"".!""'l '" 6-1 -396 1.601 TH 1.15 0.66 1_' ~lOS 1.601 )99 I.U 0.0 \08 ([)Cp.M.1 1-6 ~1411.1S1 2-6 -us l.H I 2.1 -2461.15 I "-7 ~1U1.601 4_8 -6l9l.UI 5-' -1621.15/ TC h4 OFl '1 Be 2x4 OFl 11 \It[B 2... on STAHOAAO PLATE VAlUES PER ICBO RESEARCH REPORT 11607. Loaded for 10 PSF "on~concurrent 8(ll. End vertiuls desiI;Jned for .a.;.l loilds only. Extensions above or below the tfUSS profile (If any) require additional consideration (by others) for hor;z. loads on the bldg_ lO! \o/l!!bbr.i.c1ng rl!!quirl!!d.i.t '.i.ch loculon shOWll. ~ S" st.andud deui1s (n:Ol081001~001 revl). ~~j~;D~S~~cIS ~~Ir~:mri~9~ESUlT OF ~lTIPLE l~ CASES. PLATING BASED ON GREEN LUMBER VAlUES. UPlIFT REACT!ON(S) : Support I ~46 lb Support 2 -]]61b This truss is dl!!signl!!d using thl!! USC Codl!!. Bldg [nc1os,d . YI!!S, IlIlPort.i.nu F.i.ctor _ 1.00 Truss location. Not End Zone Hurriune/OCl!!.i.n line. No Exp C.tegory . C Bld9 lenlth. 50.00 ft. Bid; Width. 20.00 ft Mun roo height. 13.41 ft, IIlPh .' 80 U8C St.ndud Occup.ncy, Dud lo.ad. 10.2 psf IEnif~60~O~ ".. "'!""lO.ll 4Jl1.U 0.19 1l'l1.15O 0.40 Ul1.60 O.U 5-5-11 6.0-2 6-0-2 5-5-11 11-5-14 17-6-0 2 3 4 5 m;o- 1.54 ~ MOSHOFSKY ,,~o "'~ ... (;' 17932 ~ r I ~~, OREGON ~ :: :. . . .:. . . -.tLy 1!, fill "\ ~ ..: ..: .. :: E, A. \. ..: ..: ..- : .... f'EXPiRATION DATE: l2lJlf051 T""w,,,S~',,,,, """~...20"""",~,,,,,,,",,,,.,,.,,,..,, "W"... ",,'MX"fTWMX20.. ',_,"0000 "'" J."' "'~," R_ ..:i,''i>'i1i''i1,1,,1RI1S CIrcled oI;1les anCllalse Ir.Imn OQt8:'l aM ~honod"as sliowtT"al:XMl. 'Stull Mble slud OIales 10 aYO;d'0\Htf1.30 wiltt structural oIales fOl'slaolel e::~ &4/1 &1.V)l,yJ ~ ! WA~7NJDfNf'GRe~d-BII no';s O;'-u'ls Sh..;,'-;;;"-O;;;;....,;; 3'~ ';;z,le E;;"',~gC;'n'rBctor'I,C:";-t-'PETERsON" IThlsdM>gtl..lb<..._~cumporetllrd~.'fIIl'... N"-_-on~PR>PdbJlht ,.. . 1O;lure. . wo: Orive_LPtn1..l00006_J00007 1_~"XUlfI:l.arat_hl~_olTPI_AFP"'dIlIIgn~ No~......-.eGlb<~lIta.o"lICy,OIrnI:Ilscns ....,- ,_llltll!~nr.eclIlyIlWl~~~..-dIur_"'OclnIgne'll'""lllr~ T"'~oA.gretrnoAta6,q.,Ulhe'-d" . Osgnr: IlC. 16 : """-'<<lOtl~"'"-'II"rneetOll!Iceecllhtlll.sft:l""'CJOsedbJllWlloQItlUIId"'OODdlI_lte~~ T"'cl1l1ll"~_IIWIVc!ba i TC live 25.00 pst DurFacs l-1.15 "~ll<_IIyIllllIUolOl""""s/'IulIWIg_ltebonDnlCl'lDtd"~""llrlO,2dbJ~ngcI_anong~do'ealy~.UI'III!'$sOlhe""05II! I Rep Mbr Bnd ,1'IOIed 6.aongsr-o.nlSfOIlate'alSUPPOrlolClllT'lflOl'lerQmemtle~~IllIll!dualbud<Ior9"'''II!tl Thost:O'nllO"f!I'IlSMrdtleplx:ecllnan,. TC Dead 7.00 pst R Mb ~ TRUSS '_..Inat-cao..-""'_COIlIel'llolhWOOClllle'lZeO'9"4an:l1orQ\<lll!to~~tono5IDn f.~.tI#IIllr!.~ BC live 0.00 pst ep r Camp - -. :-br.x:e~IrUIS"KCOr4InC\!!'_""'IolIllwIng_al'lw'__c..n'"9Oe\a1lR"potII'~"_"'''''''''''''''~~~, .:: Rep Mbr Tens ~~1~ ~g~~~g~"k[g"80907 '.....NSll'TP' ".WlCA l'.Woncl TIU$lc.u.csol"'lO"enellSl_.a~R~.."flUICOI~CC>>'~Nt"ijSA'F;Jf.INFO'i'iTIO"".: ... BC Dead 10.00 psf O.C:5pacing , 'C6CSI HIJland'8CSlSUMM....R'l'St-lEETS.IlyWTCA andTPl T,.,T......~IftIl:4uteITPII.~.54JO"Q,o~....M.,~ . . . . Des,;n Spec TRUSPLUS 6.0 VER: T6.4.1}vosam_~J1t1l T"....~"r""'l1_p.Pt!'...UOQ31IO"(...fP...)olIlcx:MeOal'11"9lI1._ :,ellOO."~,~~6.... JlTO!Al_ 42.00 psf OEFl RATIO: - ""'....--. ..~..=.- - 1,54 .0~U.s 5=3.5-4 11~ .13 [ 11- -13 I '.0.0 STUB '5 17..fl-O 7 5' 2,54 2,54 B-5-13 8.5-13 9-0-3 17-6-0 137' P-l. H 1.15 1.00 1.00 2- 0- 0 UBe L1240 TC: lI74 . " Job Name: I?ETIEIRSO~ Truss 10: l?iN-D1 SRG x.L(lC REACT SIZE REQ'O 1 l~ Z~lZ ]61 5.S0~ LSD. ] 7. l-04 282 5.S0M 1.50. BRC REQUIREMENTS shown .Ire bued ONLY on the trun IIIiIteri~l .u eoich bearing /OW( DEflECTION (sp.n) : t~9~6.A~-"'EMo- ~O:05SlIr:) -0.12- ClIITICALIIIO'III[IFCMCES: l~~ ~~~d~ T~2~MiJ o~l )~ ~i~~60i~ ~i~~6lii o~~ 2~ ~96~~5~~ Tv;t~~6li1 o~j Te h4 OFt '1 Be 211:4 on fl WEB h4 OFt STANDARD WEDGE 21:6 Oft 11 PlATING BASED ON GRHH LUMBER VALUES. ~~I~iDlsi~Cd ~~Ic-~~J{~9~[5UlT or I'lUtTIPlE lOAD CASES. PlAT[ VAtUES PER ICBO RESEARCH REPORT 1'1607. loaded for 10 PSF non~(on(urrf!nt Bell. End vertiuh designed for u;1.1 lOoids only. Exunsions ~ove or beolow thl" truu profile (if any) require addition.l consideration {by others) forhoriz.lo.1ldsonthebldr;1. 7"'" 7-6-0 2 rr.oo- 4-! -13 4-c. 13 3-4 ~ ..... .OJ:.5 ''''''' 13 7.R.n .' 7"'" 7.6-tl . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . .. .. .. . . ____ ._~___ _=_ t.'}'~'Jf~~7i~e:Ga~~~~~&a.~~~~.~~J\fe~'t~~~~Io~&)~~~~~~~~f~~l!1 ~ WfiJ,I/I'fIMI/WfIGRead all notes on this sheet anaiveoo cop!f'dit4ofhe "'-inll Contractor, ~ .Tt.lln>g""'kwar>""'Mclu.ltutllnglXJlO'ClOl'le1'ral\NQ'Y*m .r..beeIlbneclOll ~l>J_~m8ntI~. _"""",,,~"""'o.CUteftII"_dn>I_"FP"desog"~1 No 1S~'i'lP.m..~kalrXY, ~~ - ,_ ;_b.......rNdl>J....OOftIIlOI'Ill..manulacture..-d/oIbuIId"'lldes.QIlfI.ll'llIfbIMlrQbOn. T..~~ne'~..1he...,1 . IUblozedOlllhosdeSign'""'l)te.teO'dhloa:l"'llIl'llPllsedl>J....Ioc.ioIIutl"'llcodeand_~~ T~___Nl"""tI'IOtd MOSHOFSKY 'lStne,-aII'f'lo'<O!dl>J....ttdOlIloorsh!-..q....,lr'ebollomcholalS~lf/#ylo'a(lldtly3ngo(l....arwoo....nal~~. unlealllherMse rcIe(I Btaong""'-"ISb'~.SlqIOI"lIll~~OIlIylDteCluCelluClllWlg~ ThlsalfTlllO'"lenlsh3llnatbe~inllt"l ~V TRUSS ~lNl...c.ause_0'IIl:IIStI.n'=--IlI....woodlD"Cftll19'1lo..-.cllotCIIUR~pIaII!CDITOI>On F~."".insUlI 4445 N t;hpark Dr ....,tnalltnlrUS$.,~.......lNrlolloonngQrd~ .JorC....,Cuctn;l~R........L _~"-'T....a1mn.-. ... C010 S~~Jng5, CO 80907 ....NSI/TPlI..WTCA1..Woa:l'IU:ISCOI.I'lCllIll.o..renc.~Oeso;nR~.~~NTe.v..,lNf"o-..Anclf...... IBCSI l-oJla...,1lCSISUJ,I.u.RY Sl-lEETS.DyWTCA a..., TPI TheTIVIIPlaIlIInIbIuIt(T~..W_~J~~_,IolIsOon. .. ... TRUSPlUS 6.0 VER: T6.4.1',;""_53719 l~~F__Paper"~I"FP"'lSklC_CUllll"~*,~.SIelllJ,VVz-r..)CM : : : --- . - ~.... .1II--. . '. ----- Qtv: 7 UPlIFT REACTION(S) : Support 1 ~B lb Support 2 -150 lb This truss is designed usi"!! the UBe (ode. Bldq Enclosed. Yes, I/IlPGrunce F.ctor _ 1.00 Truss loution . Hot End Zone Hurriune/Ocun line. No i Elo:p (.ue!!o1- ( ~~~ ~='t~ei h~O~ool~~ioBf~~ ~~th: 88.00 ft UB( SUl"Id.rd ~cup~ncy, Ond lo.d. 10.2 psf Cust: PETERSON wo: Drive_~ptn1-LD0006_J00007 Dsgnr: IlC. 23 WT: 391 TC live 25.00 psf DurFacs L_1.1S P_1.1S TC Dead 7.00 psf Rep Mbr Bnd 1.15 Be Rep Mbr Camp 1.00 live 0.00 psf Rep Mbr Tens 1.00 BC Dead 10.00 psf O.e.Spaclng 2- 0- 0 Deslgn Spec USC DEFl RATIO~/240 TC: l(~ : TOTAL 42.00 psf