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Home My WebLink AboutSTRUCTURAL CALCS - 03-00036 - 382 Oaktrail Dr. - Kartchner Homesalcul,ations Solutions.you can build on 41 bb 6. Harrison t3mi r a ne 3 -1 Ogden, Utah 84403 'hone: (801) 621-3100 Fax: 1) 621-2666 Email: den& - o . m Web site: reeve -.r Continental Homes Lexington Spec Home Lot #7 Oakbrook Subdivision Rexburg, Idaho DATE: Jan 2003 Reeve & associates Inc. a m responsibility nl for the items addressed herein and does not assume responsibility for the remainder f the structure. No site observations areh ul d to veffy the understanding of the contractor or the proper installation of the items dr; d. ,<'_�OYIAL I OF CRF A NO F` ACJ 0' IMPORTANT Reese & Associates Inc. has authorized this copy only if the seal is in 1 black ink and the Signature is in red or blue ink. 0 4155 S. Harrison Bloch Suite 310 Ogden, Utah 84403 Phone: 1) 621-31 Fax: (801) 621-2666 L—IE-majIF ogden@reeve�assoc.com **,Web site. reeve-assoc.com Project Information Project Name: Project Location: Continental Homs, Lexington Spec Homy Design Criteria 00yCrn4inu buildina Code: Type of Gons#ruction: Wind Zone and Exposure- Seismic Zane: Spectra! Accelerations Roof Vertical Loads: Floor Vertical Load. Lot #7 Oakbrook Subdivision Rexkurg, 16 Construction Materials Concrete 28 -Da 30010 IRC acing Wall 85mph, sec. gust), Exp C Sds = N/A% say = NIA °ro Dead Load = 15 psf Live Load - 2 � Snow Lo. 30 psf Dead Loa '45+Sf_. Live Load = 40 psf Compressive Strength Footings: Foundations: Slabs on Grade: Beams: Columns: Reinforcing Grade: Structural Steel Wood Sawn Lumber.- DF#2 or better Fb=875 psi Laminated Veneer Lumber Microllam'o Fb_2600 psi Parallel Strand Lumber: Parallamo Fb=2900 psi Glu -Laminated Beams: 24F -V4 DF/DF Fb=2400 psi Roof Sheathing Floor Sheathing Wall Sheathing Soil Criteria fl � = 2500 psi fI� = 2500 psi f'c = 4000 psi f'. = 5000 psi fG = 4000 psi ASTM A615 Grade 60 ASTM A992 (fy = 50000 psi) Fv=95 psi Fv=285 psi Fv;---290 psi Fv=1 95 psi 7/16" OSB 3/41, OSB 7/16" OSB Geotechnical Consultant: Report Number: Bearing Pressure: Min. Bearing Depth: Miry. Footing Width- Retaining Wal! Pressure: (per footnote 3 to Table .8- -A) Fad Preparation: E=1.6*106 psi E=1.9'106 psi E=2.0*1 0" psi E=1.8'108 psi None None 1500 psf (Assumed) 24" to bottom of footing 2011 Active.- 35 pcf Passive-, 300 Pd ron� h-00 CASCADE - SC. -w- A L a DESIGN REP Il Single o Job Nianme Custemer Address Ce�% ity, Code RaPc.rts - JCS[0 460-%.J, N E StanO."MM LOC" O - 4n, PSF 115 PSF OC Spacing 1, nr%tcant Meison e nlas�ay, I bs LL Imbs 11-L abs DL 16-00-00 %J�6 lbs LL 1%5 lobs DL 2, 1 Length iza ntq Totai Hoc' Generai 0 at a I Load Summarj Ve r 0 n, ID Description Laad Tyt3e US 1moeL;-.-r j Ref Start tnd Live Dead 0 c St a n d a. r d U irl f re 2" a- Dur. c: L ft U U -""" C 30 5 C 6 - 0 0 4 0 pS- 4()o r J 0 11 S t, A n N u rn b r af S P CZ - Controls Summary Contro' Typie V - alue % Allowable Duration on Load c-cpise Spa.n 1 ocat' Riant Cantilever No 6-0 ion Moment 7, lbs er% R 0 lbs iZ 2?q Cont. Shear G:D Re p 'I'm,. - t iLt VMS iT— A - or --21 Def]2CtiOn L!-". Construc-iion -7.-%jcg= C-; u c- r� L L]Ive Deflection L,`48' 73.8% 2 f J= f I Nea. Defl. -0. 1 L1 5 ve L Ot a d -110 P S M -x. Def"'I. 0. 6r I j ii (L'm Dead Load -115 P S IF- S"i P a n1 D e P thP 24.6 --6 % Load 0 P S F'- D u r'2Z U- 0 n 1 On Bearing SupporLs Disclosure Natne Type Dim. tL x W) Value % Allowed The e.-omme'.. i C� L., " 011), It. --� Case JM to r I'a I taness cand -ccuracv cf 0 'Vval�/P!ate X 1 '166 Jbs the inpui mus-� 0 % 4 be, ve f-ITTIG y 'neons F, S P ruce-P i n e- Fir %W 4 k-,� 14W am X 1-314 1230 ibs Who --wouJd rely r--) n the, ampul G�-s r"2.ffl% Versa-1-arn B r T L 1�-r - Ila 1 iy`�` I ate fn-1/2?1 x 1-14 452 lbs S U I t -3 c1bility r -O r Zi 24.3% tD L C1 C The outo 20OVe IS b2Sr=d upon burin g c o d ecpe NOT - Cetd design prope z2afj)) Total bad de'lectijon lcr�terla, Desia,n me. c4ts Code minimum (L" dna airlalvsjs methods. installaTion T Cl' 1J."60) Live loz-a of Boise CcasClacle enQIli e,1-:1,red wood e s I c.; r, Meets Code minimum fL/3 eT %ILIC)n c rj te ri - n r o d tj c M U. Desicin Meets am' EIT lie rf a. d= I ' Neczjon cr-'' .0 irr acc rdance trary (I Maximum 10aU 0= him r r- rE., n i J Halo I i a i i o n G uFd in end aPo'ic2ole bu�'id'lng CoGes- omain an InsItc-Iiiallon Guiake,. or if "'Ou nave a,nv questicns, -,leas;z --fl 4 1 hlj,ere be. ---inning E"irc)(juct inSt2jlation. g e4 rd 'Jers--L-M�P) ;-:re 0L -11 r aarrarRs oT -rec.7isiared L h-1 C<,:Iscanae Corp. „ASCI`fADE - Sf-&4 I .W A OLIM 0 C -S I GSR�a R7., =S Single - 9 450 ,JC0 Noame Z Izv - o rts ICB0 466 , E d CJ9i0mPaf S� �;1 e Devic izz r Company, M Is c., �, 1a: BrIV2nt Nielson -&Ewe Assoc:-' .Vyr X84 11 bs L 4_2 bs CL - ori Diaz - Vs eri Member U=r of Span L -ft cantiieVer Right Cantilever oa c;n Construct -ion I ,I %-i,q Irl - Joist No Yes 011,41 MIi�r and a urac%f 1 t �/ermea by anyone ,Wno would refs' an fly � ur uj �s eWdenc.e. of sufta-biiiriv -For _Z:10ove is based upon UIldlna and analysis methoxy !nt2fl,-,rr'j of Bois' C- s n ”' oo- products mLjz b in a cil wiTh Lhe Curr n�[ [nt2!I@IjIon an d t - e faoil a) 'u-idina woes. out -air, an installation Guide or f ;/ u LleaEine uesvo n ., Pr call ko leginning Moe 13 21 Ibs LL1106 Ibs LL b`2-2-1 I -- LSummari Descriotion Lunar X21 Horizontlail Length -38-06-co L -3 - -- Load Type Ref. "nd Live DeadSIT j Contrct's Summar, o ntro i T p J � ai i Q .IIqT - _ r-IDos JD S Int. �.{on 14' f Ibs Ck'"it. h car 8 � ib 1i - Ibs 1 - Richt Live Deflection 1 f%1.5 A 421 (_ s 6 r-3 Y zczI Neg. Deft. - 0 - �} ti Bearing Suuperts Name Type -it 0 0 % % 100% Beam 100% Seam 100% Beam CAUTI nNs: C /.X__,.0 49,2 Dim, fLx W � rl�. 14 1 3* R r `-n 411 Duration Allowed -it 0 0 % % 100% zft 100% - 100% Value - ^9 lbs 1 � . lbs I 300 Ibs moan Location to Allowed ell % zft - Left ED % J 1 - Richt 5 a� to Allowed ell % ED % �.- 1 5 ol-DO ib7 e I� assumes TOO a I tto `i � ira rcantilever.� N 0 T E� r � a G B i u (L'4 r Taxi i 2�,J efl t' n criteria+ salon meets minimum � L L) 4' k + 4 ria. A ., � J-% - i i i i 4 M —x i rn �l r 9{� n criteria_ Case Material A V e r S 3- Ve rs a- Vrca-Lain E3 LL Dur. ;0 04 16� I I I twip- Jr— NP -4 6� V -AE4 A. Z) r n n. n M " N.- ki I�waI U r , "I 1. 1 - -1 `000 infernai- Roof Bec-In.. P 75 1 Olnq Code (97 NDIS-d) sv- Bn/afil Nje!son R-ev,-a J. tZ7 " on- 1 G1 9 04 AM ro -t "RAMING HDn ieck, tion-, ROOF S. u m m a ry _T Doucilas Fff-Larc,� Dry 1 'Ise 3 1 N x IN x 5.0 F --- 0 / r% V sec-ftion Adeaucalie r, h I rL ci rea P %--# L -t LJ e D t :-,<equire-d 6.3 In Laminations Z, ii r e I' o ]v -ortnecred to t 1cads o all membertz- provice unlTorm T_ zinSTeF T L Dead Load - L E) L 1 v e Lid:— 0.02 1 ot,21 Load: D= 1104 T L. D react-J-Cns ,Each rznd), 0-0, 1 Live Locad.- Dead L-oad: L R, x P::= 1158 D L o n 792 -1 Load: - ot Bearing Lvangth Required (Ee4a=m only.. Suopor-,t C,,-3ipc-idtv not checked): N^ d i — 2549 A Beam Data, BL= 0.9 i Span: L= Maximum Unbracnd SP.M. 0 Pitch Of RocT, L 11 0.0 Live Lol-d Deflect. Crfteri2i: A il cial Load 0:o ca i Defied. i L 1Ld'teria -/ n a, L/ 1., 180 L Roof LLoad ive -&-de One - L! .0 RGOT, Dead L oad-S)id t-::7 On 1 Iributary C�nee"�' DLI = - Roo W4 = f Live Load�I -Side wo_. .1 9.-3 W(D* R00 -i Dead Ir oad-Side L1.2). "de _TFW0 1) L Z2) I F'Dutar/ Width -C -)f R 0 T c; I VV2 0 0 & Duratbn Factor,., ,Beam Self Welcht: 1.00 Slooe,'F'tch I n qths G1 Ad'usted r 3 - nd ' rut Ge,-,Im d en Iia F 0 L2dj r --t I= Torm ve LoLoad.,eam Un becim Uniform Dean L o a d WL= 03 TotalLiniform [,:;-o: wD_20'i= IDI 7 L Wer�hes ir"or 'rf-2- Do w I u q jisl s r c n 7-- T � a() 0 Shear St-0=rlelssv. %.V (JUJUS of r1aqtjCrtV_ "V_ 95 jicular to Gre',,in'. J ID 00000 Pen)enc] AG'Justed Prooertles F,- o e r D:-- 62c% Fb' (Tension): Adjustment r -actors: d= 1. C11--1.20 Fb - 1242 V Fvl= Adiustm,,=.nt -ac-11-ors: C'd=1 .00 Design PeauiremenT' t inq Pfioment M= L Trom left sur)oort 1�Iltical moment created �V,,-Om, 'ning 2EH is. I and dead i -I ive' ioVd, .hear _,ontrojlinq a Lancza d "from support. liear -r r I combpning ,.-H aead ani live ori p calrisons Moclujus (Moment): CZ a i-"heary 9 4 Area; -- 0. T i i e ID e _n',,,. X6.38 T 4 2, C1, 0 L E3 Lo" L B I N Fri F : 12 PSF P S F -T P Q 'D P PSI psi iI Z) S PSI PQJ J LB I U I I Home -S L S, , d n c L-- 5 It di ,+NN& ,..{ ' Roc amf rnoo ! rater ti cal' SJu'Un q r- - - _ _ _ , i r � j`I L#'�r �, f i--�' �} �y � ,Iir-7� f 46 Y�, F1 rc iect ficn: f ' '�/ i 'i,j c! '�i 1 i� 'F : "� a ''� _ ,� F IIN r D I d5 IN DQUalS �, a Secilon -Adea.uate Sv- Victor, Lare- ,{ �' tai a rmrj ' Lr j n ire pull c nn ,r � �� uniform � �Tc- f me � 10 �. I Dead Ld; j �� Live �- — Live Load: Tt L L- q [�" �� qj} �� ice+ irk r'y T L n = '4. i 1 I '•: e c i t Lr �, " 1� Y i i i..-�L i � ,R r --•t, s E ,, R . i 1 ..� n . L Li L lo'11,ad D fl t# �.. Cher c. al Lead elect_ Criteria. L Roof L d +rnq: Roof Live Laid- i One: Roof Dead Load -Side One:DL L L I � U'arY Wj(lth-Side C r e' NLca Two' C ZD Roof Duration Fedor: d- C.dt L LoaBsVds.- j n Loads. n /Ll diu t Beim L ngth- Beam Uniforms Live Lir Li= 9 _ i E -for Dead LicaL= I Lal � n ff r Load: E7 ter:. - Dul iF_ rcpe "hear � Eras: F7 re Perp&cele LLo iso �xtn: F i n1c: Fb adjustment 'actors: a = i_z; 1. V- �~R L1 actors: = E ,'3 { it eT7 UF( al moment ch i d by -,c J n�� a�"� �, d cl � I bads, �� 1-_,ntr'11in Shearining a[ 'I --�ead can liv�,-- �'o-as, y comb' ec�don Modulus Moment)-, - area a P r �F T r !D J 0M o m n -n er 1 -1 ME V__ reams Area= ,r= a= im I 4 0.00 11N ., f 0901 IN = LjrC, 1 4� , L 88 L * r J j a N IWO 1600000 X080 95 X65 532 FT f 1 P " SF r -y-- 7 S� FF PLF_ Ps C PSI S�; PSI L 13 14 + K #me#� .{ 4 A •Iii ., '� 9 : 4-15 V l.j 17 a, L P c� k 1. !tib Z I 7 13 C"i -.d .L- i n - LLy LACI I 3 J risen --�.—s Cnri.sL_. y a 3 aJIVI;2 V r I 1L -_e I , I U' I �Z- = L -n : _% N a m f 0 n I r {. F t p �NV,-%r . I R. Bison , men' & t o. �__ 1 C. 1 9 14 - 8 9 - L 0 ca t io n �` _ , ('2"k R A N I I N G C 2 JS urn= { _- e = --r -- rrrlr • 0� Adequate� . rte. 3 d L-0� _ 9 L Ne Lotic]: -z LLD i.l Load': = a vl n ' E cn� rid e- Live Load: i Load.- taf L a<a Ing zength Required (Beam onlv, �..� not Ch eked) . Beim Date:. p@ n N/lax'Mum Unbraced L� Pith Of Roof: Lu= RP= Live L l it. C r it ria � -- L/ Roof Live Ll'_ie : _Roof Deas Load -Sidi cane, I �` - ' Ro � _ - L l -amide ''r. LL -4. �-uta ' - -t - I L = Roof rpt- Fko r: rpi Beam Seff VVe'qft- 81 S 'A�-- Lch Ad USteLd Leanaths and L cad. *[t Seam Lura Ladies 4 nJ Live Loa d aALT JnITOr1" Fetid _0fal I = enria Stress: =r tress: Fvi r PS�reSzs PerpendicuJfaa'r to Grain- -Tn' Adjustment Factors; CJ. d=1. 00E= 0 Or=11.1 r r a A. 14r- i . , ..e 0.01 I 0.02 IN L"2044 . (]11 1 L LS 1134 L Q 0 2 I 1 .a P°F i - r- 11 11a L + ..01 F, 5. ti F r i lit 1.00 + K #me#� .{ 4 A •Iii ., '� 9 : 4-15 V l.j 17 a, L P c� k 1. !tib Z I 7 13 C"i -.d .L- i n - LLy LACI I 3 J risen --�.—s Cnri.sL_. y a 3 aJIVI;2 V r I 1L -_e I , I U' I �Z- = L -n : _% N a m f 0 n I r {. F t p �NV,-%r . I R. Bison , men' & t o. �__ 1 C. 1 9 14 - 8 9 - L 0 ca t io n �` _ , ('2"k R A N I I N G C 2 JS urn= { _- e = --r -- rrrlr • 0� Adequate� . rte. 3 d L-0� _ 9 L Ne Lotic]: -z LLD i.l Load': = a vl n ' E cn� rid e- Live Load: i Load.- taf L a<a Ing zength Required (Beam onlv, �..� not Ch eked) . Beim Date:. p@ n N/lax'Mum Unbraced L� Pith Of Roof: Lu= RP= Live L l it. C r it ria � -- L/ Roof Live Ll'_ie : _Roof Deas Load -Sidi cane, I �` - ' Ro � _ - L l -amide ''r. LL -4. �-uta ' - -t - I L = Roof rpt- Fko r: rpi Beam Seff VVe'qft- 81 S 'A�-- Lch Ad USteLd Leanaths and L cad. *[t Seam Lura Ladies 4 nJ Live Loa d aALT JnITOr1" Fetid _0fal I = enria Stress: =r tress: Fvi r PS�reSzs PerpendicuJfaa'r to Grain- -Tn' Adjustment Factors; CJ. d=1. 00E= 0 Or=11.1 r r a A. 14r- i . , ..e 0.01 I 0.02 IN L"2044 . (]11 1 L LS 1134 L Q 0 2 I 1 a 185 PL 2 PL� 60 P F .a P°F i - r- 11 11a FT ..01 F, 5. F r 0-0 ri 1.00 PLS a 185 PL 2 PL� 60 P F 1 X45 PSI AdiustmentFS r'e1aTi RQuirnt: ' -- r' �F - D f _ _ ricai moment ; seed by com- � n'ina all de-cf de-anI've Foals. 5 + r rt, �ItIcal shear cr tr-tci 6y bin' Ii dead and�i V F,' i a a . Comparlso 1 Id's/ith ReQuirerd "ection -�Dection Modui r= 1 R r°--�i req =- _ Mo nt o� n rib r � C+I I s m � . ° 1F .1 i P 1 X45 PSI AdiustmentFS r'e1aTi RQuirnt: ' -- r' �F - D f _ _ ricai moment ; seed by com- � n'ina all de-cf de-anI've Foals. 5 + r rt, �ItIcal shear cr tr-tci 6y bin' Ii dead and�i V F,' i a a . Comparlso 1 Id's/ith ReQuirerd "ection -�Dection Modui r= 1 R r°--�i req =- _ Mo nt o� n rib r � C+I I s m � . ° 1F .1 i V., 4.® IIIr� `1 j� tJ aX, % IH �,'"�'� �+r tom; `� •'' L I* i s r n es s r.z n J i D. -6%, i a s.r N EE I r '_% . A kz IN '000 Internationd I��C)C)T e - 3., M 1-P ff a n i rIJ L1rV<ant : - 1 P- v .1.3' ssoc`tes'On �iefsen 0 3 Sw *2 }r yY (",#I -89 Loc-tbn- I --y, F e C- A k I I F) I L, M M Ca ry - T 0 ' J a l "r -Larch - D ry .,isec G -a 'or: Areca Depth Requ'Ing clm �f� Li ns: r In Dead Lo@d- LivEa. Loa: DLD= tdal Load- LLD F. e ctj o n s 0" E - C; 1� T L 0.1 i v e L 0 cra, 4 d .-a Dead cad; -R, x O T 21 Q C L ilu.' i � t = r ' � Data: � � �, � co C11-.1 no� �a�c,ked): a Scam Maximum nbra ad pan_ Pitch Of Roof- LSP, eve t. �. _ It rI a - ,-- r 0 -al L o - d c. ci- 4L . I.. L Roof din F L Roof Live o _ i One., FRi _oaf DeedLL di31SIcl e,1rI n : TDDLWL but WI h -tide ' e: ' = " 'li H13d ., €1 ��,-�_ card' Fide co u r2'lion F:+off`: L.,e2M llch �TW2— d i _q T C Loads.- E3S %.-/Pitc,�-i Adjusted Lan hs nW= Athos ted BeamL ' t TO L4 -m d 71im-m Uni- rrn L.ive 'Lcad-. 7-% wL: m Unliorm Dead Load: X010-1 Unfiorm Load-, Prcperbes _c)r Do w I uqias Fir -Lai -ch Bending Stress: J--• , 11.3rJear �'�l• F- _ T � ti Cat's : A r I Fc a jus i 1-Pr<Ie S L _ -; F b (-.I- e n s i a n'�, F std soots ' =� c,�,15 `�- 1 3 t— . dJs t icr� tm olli Moment} d L from I eTT SUDEiCDF1 I aied by �ini fl Imo' and f e r i s cl 14aT r itic� i shear cv mated b 'in - 1 j�. cl F'i e loads, a ` nth Reculr cin : —i n i, 1 � ..Feaoirr I ! M 1 li 7 1 ? .! eri — ;: I it F'— ME M red- Iro= . 7 315 1018 900 1 600000 .-% e-% LO LJ 95 1145 .' 069 t L L � FT FF a12 PS P r- I i 1 PSF PSS 4 PLF Fa PLF r_ PL PLS S I r LB N3 1 I I I w I `1 j� tJ aX, % IH �,'"�'� �+r tom; `� •'' L I* i s r n es s r.z n J i D. -6%, i a s.r N EE I r '_% . A kz IN '000 Internationd I��C)C)T e - 3., M 1-P ff a n i rIJ L1rV<ant : - 1 P- v .1.3' ssoc`tes'On �iefsen 0 3 Sw *2 }r yY (",#I -89 Loc-tbn- I --y, F e C- A k I I F) I L, M M Ca ry - T 0 ' J a l "r -Larch - D ry .,isec G -a 'or: Areca Depth Requ'Ing clm �f� Li ns: r In Dead Lo@d- LivEa. Loa: DLD= tdal Load- LLD F. e ctj o n s 0" E - C; 1� T L 0.1 i v e L 0 cra, 4 d .-a Dead cad; -R, x O T 21 Q C L ilu.' i � t = r ' � Data: � � �, � co C11-.1 no� �a�c,ked): a Scam Maximum nbra ad pan_ Pitch Of Roof- LSP, eve t. �. _ It rI a - ,-- r 0 -al L o - d c. ci- 4L . I.. L Roof din F L Roof Live o _ i One., FRi _oaf DeedLL di31SIcl e,1rI n : TDDLWL but WI h -tide ' e: ' = " 'li H13d ., €1 ��,-�_ card' Fide co u r2'lion F:+off`: L.,e2M llch �TW2— d i _q T C Loads.- E3S %.-/Pitc,�-i Adjusted Lan hs nW= Athos ted BeamL ' t TO L4 -m d 71im-m Uni- rrn L.ive 'Lcad-. 7-% wL: m Unliorm Dead Load: X010-1 Unfiorm Load-, Prcperbes _c)r Do w I uqias Fir -Lai -ch Bending Stress: J--• , 11.3rJear �'�l• F- _ T � ti Cat's : A r I Fc a jus i 1-Pr<Ie S L _ -; F b (-.I- e n s i a n'�, F std soots ' =� c,�,15 `�- 1 3 t— . dJs t icr� tm olli Moment} d L from I eTT SUDEiCDF1 I aied by �ini fl Imo' and f e r i s cl 14aT r itic� i shear cv mated b 'in - 1 j�. cl F'i e loads, a ` nth Reculr cin : —i n i, 1 � ..Feaoirr I ! M 1 li 7 1 ? .! eri — ;: I it F'— ME M red- Iro= . 7 315 1018 900 1 600000 .-% e-% LO LJ 95 1145 .' 069 t L L � FT FF a12 PS P r- I i 1 PSF PSS 4 PLF Fa PLF r_ PL PLS S I r LB N3 1 I I I w I I -U-4 Nmm� Z) �.) C A - 4 , DA'Tl�___ i n c. n -tI alL 4 ►, riq Chq-=nsen . j M v 2 L; M � EEO Roof 3.�,Larnf, 21000 11M6"mational S ujfdj'n7E3v- Nielson & n ssac- _ I Ca oCatrC)n_ Ro F Summary - I a AMIN H &_Aaminations are to be i'uily'Conn��-ted to pr n Dead Load. I D= or' LLL ive Loyd. lead f - �! -z= L - gin Bear' L-L-�zngthI Ing r U0Pr1 not checked gaRequined (Bearri on L pia P, it , Roof: 1Lj � LI� ice:= I P oto# moa- C) ti . r t rice. Rcofloadinf Lj Roof Live L,id ray `r Via JD= �.4M- �� 1 ributary Width -Side One4 L +f Live Load-y� TWO- 9� of Dead Lb -a' 111' LL ibutary Width -Side 'TWO- I = slope/P tc d l u to Lena i�; and .d : Esq'= B [aa n : Seim Unilorm Live L�. A La = E3 -ern Un' r -. a -� L) C:3 �,: C) 1ZZ D j L-�� : r p �� r- _ g i s�� r-1 A T= Sendinq Steress- T-- Shea,r . odufus of tressL tier'niulr doA rope jension) -. r Fb Ldjustment - �i r V I aa a tnt Factor-:= , ft from re SUPOC)rt � 1 -1 Moment 1� �t by �` r i n all d la ,., � ntr lfi q Shear- %- hear: and iiv � � s_ t r a distance • k Solon, ri -j sheenr� i -C r�� E � it dead Cand f Ive -D1111 Ions. Ar r), jMoment of 'I n erfia . 4 -Lion). - L' y 0.02 1 �0 A i 6 I I10n _0 r FT -12 180 37.0 PS .' LDS _S7 f- 0.0 1.00 10 PL 6.0 rT -703 1 PU J ,�D 900 P) 0I PSI Li Phi 1119 pQj =A 5 918 i - LB vL E3 re a_ r ° 64- � r4` L I I r4 6. I X96.7 9 I a 0 A f n e n n Sa; f� h I i ?Vj V A L i 'OC roof SQI P I fl, iterna,'0711 . l �widina Cod r� Ver, 5.05 --tes on - r,^ i.ii {Ii - r�q�, o i.� R p,�yl Y. LL k'F �1Sfir- r4�'L.-4a_f+J' I ' I I'h F �4 II H I u M mter a _ r � I r _ ET i- s 1 .F It -011 ---Nm -- p rt_jl 10 Deflections, t ,. r r T f loads Lo members Dead Loyd_- e � Load. - Live 50 Reactions Fnd): � - x.31 I � -1v: I E3 Total '.cad: ' L- = 1910 L .r n Length Required /beam of � � ��- nom �Lo r a �..� nD C iced : �- spar: FT itch Of 'ccs! Lu = . T J�r RPS . t J o ad D �`l f. ., 240 Roof L-oadlnq: -1130 ,Of Live L -Sade One: Roof ad Load-"'Iid One- �-_ � -�37.0 , 1 - I rl Ica 15.0 PQ of Live L .d -Id Two i �� -= - 2 - I m � L Q-;- ��~ 30,E10 rutcaWidth-made I; T, ucl�� n�0.0 CS T r: �� _ F 4zam Seff Weiqht- Slope/Pitch Adlusted Len—c Card L o ds, B, SW 19 P�� = AdjusteCJ Beam I enqth beam Uniform 'rve L : L - 16 .10 Beam Uniform Deed cad: 4 d`= r P1 v C)T 1 '{ � l For. �I � ' Mi r df r� Trus j r��- � i 7F�� I �IIan Bending Stress: 'Shear Str _m Si Mcd u l u f E-1 fi ,1 , 4. 285 P i to P maujar + rir; _ = P J Adjusted Prop i �c perp t 3b i eri soon): r- VI 4'r dsuirn r�': . 285,. a Conlroll"Inq Moment- . from 1'eft ssuor)aM= hA4t ;Iil gni Created � Kinin r-_1)` iliriq .r. J ve �o d , to d s rm uijport, 4385 L F �ti -I Shear cr t by b'n'inaorf _ d � - a I� 14 V '.� 31 d s, Q Tea 'qhearj-rq� 28,104 w rte= 2. %_j m nt t"In l � J eff T; ); 1r �� a - .6 I R i n '64 sz, n ul U C1 1�6h - line% C dl ul ,..;. h '. __ 4 4 0 rJ I e z C M =s Fj EE: n s n �, V U. �. --� ' 2000 1ntern--' C1 C� N Vel,. Zj_z C) 4 AM _4 15v: 6_11.rvant NIC-1."S"CI-11 Reeve & Assootadtes on-, 0C -%c -,-)no %J ro�ec+- `914-39 Loca'jon- F1 L L u M M a rv,. d /I L'i kJ x IN 4 C1 4 Lsmrch Dry Use A i,e a D %ef p t h i -P, e q u i r e ci Section AdeQuate By, -niroi Tling r2c�CT De"Jc4i eons: I A Dead Locad, Live Lcad., D L E) I N 'IN otai 'Loand: Reicns r- c-2c:(E CLI `nd)- TLD If . I N Live Load -- Dead Lo_- 660 L E31 i DL-Rxn,-E. E3e2F_ J L-Rxr= 914 LE3 Inc �._I:-:Mgth Re quired (Beam on1y, Surport, L j k.... :-'v Ct -�ecked)- Hecatm r-jala. 10- 3' L 0A9 IN p a n Unigra cxed 1--enath-Too of Beam- L= FT Live Load C Z r'teria: Lu= 0.0 FT L, l Total LDad C e TH e r L/ Criteria: 0 2 40 Roor ive Load- ., 'i = D Floor Dead Load -Side Gne: LLIF DLI = IbL Ca idth-Siide One, r %J'. r liar� W- pCr Lr ive Lolad-Siae 7-wo: TVV= F I L q J'A"2= 4CLiD Floor D=e -6-:-4,d tLkcad-Side T1vV0,. DL2= P: I ributcan/ 'dth-Side Ti INC, rj Live Load Durallon Factor, TVV2= : , a Wa I I L Ci. Cd= 0 p Pearr Lioadinq- VVA L L Beam Tot-- tal Live Load: Beam Se1T"A/Vejqht,, wL— zn pl R Q VV= E3 aai 'rn 7 C1 atal D ea d Load rn j cta-� Imaximum oadff p 1 r wT= C1 rc h 9 R.openies For: #2- Douqi s F1 0 Bendinq SLress.- Shear Stress- Fb= 90n, V= in PQJ Vicdujus of =Jas,ic,tv SITeSS PE?rPendicuiar to 17'_Drain- 160000-0 PS FD Ar' -ro i rcDe,,iies —perp= 4� 0 psi r -r .7ension'), j _P1 Fac- or- Cd=1-00 Cl ,,no Fv Fv'= "istment 1 C Z 0 r IS, Cdr PSI Design Recuiremen-L'ss'. 'aflu-C)i Ir q- Moment: -1 .5-D ft fro m e ft s u 0 r) 0 M 685 -L3 itical moment creaTea by combiniriq aid dtacad and !Ive `r_)ads C3 ontroll'Inq SheaT. Ai - dis`anccez; V 13 %-D, ij t::z L i ro m rt. shear creaie r3 -% b' afl de e2d and I ve Ica 0V Om ining u,(-3Zrj,1sons Wth "eaulred S3ection-13: d- e ictlon Mladujus 'P.A o m e n Srea= F _0 3 JNA .9r - re a (.-_Meary re a Aei A Inertia (C),eler-�- 16, 15- 0 Mom%ent oT I!N2 1 I 1 9 N4 4 IN4 4 A 4 5F tit Ati 46Y .4i . oww� n '64 sz, n ul U C1 1�6h - line% C dl ul ,..;. h '. __ 4 4 0 rJ I e z C M =s Fj EE: n s n �, V U. �. --� ' 2000 1ntern--' C1 C� N Vel,. Zj_z C) 4 AM _4 15v: 6_11.rvant NIC-1."S"CI-11 Reeve & Assootadtes on-, 0C -%c -,-)no %J ro�ec+- `914-39 Loca'jon- F1 L L u M M a rv,. d /I L'i kJ x IN 4 C1 4 Lsmrch Dry Use A i,e a D %ef p t h i -P, e q u i r e ci Section AdeQuate By, -niroi Tling r2c�CT De"Jc4i eons: I A Dead Locad, Live Lcad., D L E) I N 'IN otai 'Loand: Reicns r- c-2c:(E CLI `nd)- TLD If . I N Live Load -- Dead Lo_- 660 L E31 i DL-Rxn,-E. E3e2F_ J L-Rxr= 914 LE3 Inc �._I:-:Mgth Re quired (Beam on1y, Surport, L j k.... :-'v Ct -�ecked)- Hecatm r-jala. 10- 3' L 0A9 IN p a n Unigra cxed 1--enath-Too of Beam- L= FT Live Load C Z r'teria: Lu= 0.0 FT L, l Total LDad C e TH e r L/ Criteria: 0 2 40 Roor ive Load- ., 'i = D Floor Dead Load -Side Gne: LLIF DLI = IbL Ca idth-Siide One, r %J'. r liar� W- pCr Lr ive Lolad-Siae 7-wo: TVV= F I L q J'A"2= 4CLiD Floor D=e -6-:-4,d tLkcad-Side T1vV0,. DL2= P: I ributcan/ 'dth-Side Ti INC, rj Live Load Durallon Factor, TVV2= : , a Wa I I L Ci. Cd= 0 p Pearr Lioadinq- VVA L L Beam Tot-- tal Live Load: Beam Se1T"A/Vejqht,, wL— zn pl R Q VV= E3 aai 'rn 7 C1 atal D ea d Load rn j cta-� Imaximum oadff p 1 r wT= C1 rc h 9 R.openies For: #2- Douqi s F1 0 Bendinq SLress.- Shear Stress- Fb= 90n, V= in PQJ Vicdujus of =Jas,ic,tv SITeSS PE?rPendicuiar to 17'_Drain- 160000-0 PS FD Ar' -ro i rcDe,,iies —perp= 4� 0 psi r -r .7ension'), j _P1 Fac- or- Cd=1-00 Cl ,,no Fv Fv'= "istment 1 C Z 0 r IS, Cdr PSI Design Recuiremen-L'ss'. 'aflu-C)i Ir q- Moment: -1 .5-D ft fro m e ft s u 0 r) 0 M 685 -L3 itical moment creaTea by combiniriq aid dtacad and !Ive `r_)ads C3 ontroll'Inq SheaT. Ai - dis`anccez; V 13 %-D, ij t::z L i ro m rt. shear creaie r3 -% b' afl de e2d and I ve Ica 0V Om ining u,(-3Zrj,1sons Wth "eaulred S3ection-13: d- e ictlon Mladujus 'P.A o m e n Srea= F _0 3 JNA .9r - re a (.-_Meary re a Aei A Inertia (C),eler-�- 16, 15- 0 Mom%ent oT I!N2 1 I 1 9 N4 4 IN4 4 it J r ?MOW rl-2 ,-- ''-' P� & • �4 fCF " �V ryM— `PR6, I. � 0 i -- 1 ' x..• r3 �,d L I L L C M ' 4L,+ rx aye �. rola ion Roc and 'or Beamr �M I J::J r1 . IL ---I Iit + R M '� it I t J I i ' n '�' ` ter . on-- uz) Z 10 f -I _3Q C r ' -.e V U c C 2 - 4.22. A Pv I . F I U K F' R A M i N H D 6 Section x r- lIr-L r - Dr �� r ter' _ Required EC�.� eol iion�u'lly L'O r1�'] �I�iT�r �� i�� ' -d-1c) 1c) Lill Deed L ad; 0 L= T a r U h. t.n d) I i Load y L a -d: x n� Total i LDL-Rvpn- C1. 5Lonly,i— I T:L- S p CaE 21 MUM Unbrpaced Soa Live Load Doer- + i L =; Ji t. k Lte.r_ TotaRoof Laing: Roof Live Loa d-,� o d e Cr : Roof Load -Sid One.- PLL I r? 0-tuL c. -`r �d h -Side L � 3 _Roof Lie's Load --Side T Wo a E �G^ T Dead Load -,Sidi �Vo- "f To l b L VV1dth-,AJC- ! WO.L -- i TW - Roo T DuiR tion Factor j ! o r L ive L d- ''I One- FLLI Floor Dead d L cad-jd e One,- FD Floor TrIb u' - -SOre: L _ "door Live Lead -fide Two: ' 1 L2= FTor 'mead Ld-� _ T F7L �-= i t Tributary '`/Vjd - j d �: Beam Lbws: 4LL- of Uniform Lies Load: TO R001' Uni;icrm Ce -d Load 1 L (Adjusted 5 -ir Uniform Live Load: Floor Uniform Dead Load: wL-11.1ocr- Beam Selfei ht: D-, loci i ne IT r l Ll Load: ', Combined Uni r Dead 'Load - 4r �_ Kd U n if r � t� i Land : , �' .� " _ T ` Lri i rig T� it L�` e Fir—L'3-1-Ch Bena'lnq ureas, I- FA ods -IIs Ia Sti city:` — y enciicular to Grain: -T w r b�: ion): - 1=.T i . 0-01 0.01 +SZ' I I N = L.-3, 7 IN = r� 4-�D L I r% IN FT LF 900 ,.I I +1600000 P S I R�f;4 pfd E d' Tment a ct o r s r i Reouir , �r __, o trolk q !'Y1 J I 1 nt i} ! JkrP'-crm I!i L u �3uopert IF Fri+;ti4 at+��J, rrrk. 1 '•... I !rte !w � M i n 1 d �' i,a + aI R,.+� i i d I ntroiIi Shear. ti..!5 . '4t r r a I ro m �,,, r p o r. _ V= f L a �i1 l i� s i y combinl �d Jnr ! IV V 0 C!, S. t:,,i 1 1 I I AF �� l� f C Yl l �..+1 ze n "++.F l4 rt . +� r = ��++.��'' .� Lf �d j _ i ay +l �l k� -n, T *.ems J J +,ter'j j _ Area -i � �� If J . d� I Ar �� .� '�--� 1�; i 5 � tib.• 1 �. 1iILZ I C] ri t r1 8 f L I �r-�� kda LD %.� N Factitia D -,on [ "(000 `i . ternationa-il Buddin in ?y - n i C f-ILoca"on � 1 `d.2,rV_ `0-0 IN VVide x I a I Deep ont f o u � 5gofi 1 W-th IN � 1 T L wto -In 1 �Jnforc t' t. lei kL 1 . all s . 1 nu0U �, Transverse Re nr' .tunneces -r-Y) _ Live o s DeaCl I , LOW4. P1 1 023 1 T Gtl woad: Ultimate Factored r d Load: uItr Root Lig Loan' Root Deas 37.0 r'bu Second R' or Live I oCA= Second for Dead 2FII= 0. Second P-1 or Td t r 'Nidt : F � = 0.0 First P l , j 'r - t !ocr Decal !0 �a' First`!'FI 15.0 VV2il li t:8.0 1 FL= k - +r+4 moi • IQ k ■ T M + Properties:12. til 5 i Allowable So'l SeSvinci Pressure concre-ote 1ive St+00 P Y__Concrete in' X0000� FoctinaSi- C =en ' Width.- Der)th.- 20.0 affectiveDepth Top '�� r te�I - �' t�= � Width Depth: 8. gions-, W R%eoquiri: 7 ultima-t rin r une= — . ��-1 �� rin Pressure.: � 1 Beam Shur lulu _: .. Sheer) yamS�r. Ilio l Be -m `dee r; V ul 'Om Icil F'nt ren I' RefnfOrcem» il.-hone �Trrr!:. lE S e; u it c Based n Mom t: �� - s t d r4 .01 tr iIironinfordn0.4 As(2)- As read r IN. Pt �; . 1 Deveiopnne. t era, red-, ,, ri �� 1 -'or: ReinTorcenn1e...rnt "(31culaTions 4l . eev eloument Jencith not r Minimum Co -e = d+.,,40 a hI 'rikag `/T moe fLu'r ACJ -1 0. T #• ,'�,I —0. 1 einTorcement 0_ .F 3 g 1 r1_Rn- P1 PLh 'U P� PAF F FT PSI SF - FT I P PS 7 a rn U f L I IN-LBf N- I N F j J W -W V '� -I f. I V F� N C 1w cider rG { iCr� zi Frlaon . UitM l 1 n, U 11 �K r, n � �{ ta Csc: nisi -n L cl c Lz V C �. V _ jLo � • - I �+ f" 1r in 2000 ntra�ai .� n ' / f7 NDS) � r: . Bull =i �` ,. aies 0 0 4A - 5 1 A� M Proie L. 6914-89 Loc.0-flon- F I lo-ri, S u rr1 a n F oti n Size: i , 1 W- r � � -� , _ r r Lani L � � JcuS With . IN T i G. nsv erre 11-1 r i ni, � ars ; .� � , � � r - cis. kunnecessary of i n �_Qa Live Load: Dead Load Total Load. UffimaTeL : L lit r Roti Live Loai: OOT Dead L cad: Roof f Tri uta Width: Second ki0cr Live Ir .eco n d Floor Ed Loyd: e c CDn d E-Iccr i r1butary VVidth- i rst F I o o r Live Load ir t bor Load: First Roor TrIbulEiry Wi the SII He'q h t: Wal Decd We �tr � - noting Fir n rLi Allowable So'] Bear'na ;pressure nit presslve Strength: . gin -arcing SLtJel Yie'd. St : Gond t infre�; F oti n I ; .fifth: E)epth: ffec'jve Deptht T p Leer of Steel: Lll S ;P CoA idt1 t : eat n n g c-_ c alc�ilaficns: RecuirEzi.d F �-Ooimq I/Vidth: U it- L'IZ: IS P , lma ez:,1rinq P,resssure: I effective Aflowable X0 1 1S arin� r e�.-.fir- . ca E eza, m. "E -3h e2rCaiculaticns (One W.-:2 y -E-3 h 2 f Bean Shear.-- Aliowable 8%ewam 'S_'hegar- d ti (Tr lrse) F-cod1 Lr�''t: Nomincz-11 Moment`rash: s6\,einT0rcerni-:3xnt (_-�.Lajcuiat- F ansverse)- nr0 M r) r e S's, Ive Bloc;,'-.- Depth- Sagei. -R-'\'equjred Based on Momerit Minimum Code u, j red R ein'T-0 M ��l : ri L ( vin +��', cimrTr , iD m rutur f'-- 11;; 4), Controlling F'n'r+n steel: " d Q st d, Reinforcement- RelnfaLrcoment Area Drovide�: Development ' -L Cal 7j[at- : IDevelopment nqih Required: cEWeloome.111 en a t h ID0 Lr- , rovicec.* Notp r ("', r -N rl r-% I Mrcament "aicuiations L ru icl i n n J) electfa`r blur �,- E . e , n�. c r c. e, Fn e n i re a T-ov aaI I '�3` tml I PL- 300 PLS EDT400 P L T= 1200 OL �-9 0 PLr_ �r=3 7- 0 PSF 15.0 SF ll= .I pct- FJ ,0 0S Fw-0,0 40.0 P I::_- sr 0 FT VVh z:: 8 JJ FT 10.11 12,5 P S if 500 pr - F X00 psi _ 60000 PSI 3.00 1.I VV= 18.0 I -10 . 00 IN . ) i8.0 C Depth= 0AG 11I 800 P 1374 PSF VU 1 0 L 1 63 L = N-1 Mn 699036 IN -L_ _ e-11= ka 1[! As . 1 0.01 1\1 1 read- ,0'2 lie r (� 10-00 IN. 0, C. 0.24 i l of required. A = . (2) vinuu-cs� #4 LBr As= 0 1� 71. 4 t Li I I S E I PT 10 res NE' f[,) liN G-NA f -I -7 30■ D -7 'j L LAR C.' H L NAiUNG: AND A -i NAIL 0 N H E I E -7 �'ND r'rT H E R rho L! 6— 0 R N C. is d A.,��If NAILS AT At A N D, AT 12" O.C. 1N "FpHE 0 ALD 17" R ME i L� sci e 'N6 i17 r -�' A eUCT;H. V L 1-i L D - 4 P Y IC 71. 4 t Li I I S E I PT 10 res NE' f[,) liN G-NA f -I -7 30■ D -7 'j L LAR C.' H L NAiUNG: AND A -i NAIL 0 N H E I E -7 �'ND r'rT H E R rho L! 6— 0 R N C. is d A.,��If NAILS AT At A N D, AT 12" O.C. 1N "FpHE 0 ALD 17" R ME i L� sci e 'N6 i17 r -�' A eUCT;H. V L 1-i L D - 4 P AN C) IC r 'Jul H N L M GELD . H LD- ,A-CUNf- �r 1 U C U RAL -DE""SL OF 0 N H N E P N 0 E L D A,THINGp I vwf U LJ N��N NOMINAL u D s Al I , x �, p I'W HE 'IHN I W/ F� G 'L .�� T IN 10 N iCL;rM I N AL UDS AT 16 21 0. AROUND ALI! D G E- 1-D F V L - 4 P AN C) F y a Z) REEEVE r C,:�. 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Jam! i -. _ .'J - +l I , RS vr. ■,. �• • T P 7 7M — 1. .`: d F ,•-. r. -.b ,7 ' 'tip a� 1 ■•,�. �. a �j ' � y y _ I 1 1 a •� � '� r-- � ,rte k T �' rr"'� � air ,� P- 1 'Y z■ _ — _F � i' .. —� _ :tea �a r . Jam! i -. _ .'J - +l I , RS vr. ■,. �• • T P 7 7M — 1. .`: d F ,•-. r. -.b ,7 ' 'tip a� 1 ■•,�. �. a �j ' � y y --rte �4 � ■ J f � I 7 � � f � c � `i •� a... ' — a� _ _• � v .. � � xu _ I� ` r � '��Y _ � � : u b y =ir u ... __.- +J � � r a � � �y "� +Y�! -Xy ■ •a.� IT� � �e.� ��' •'_�' ! es.e ��. kj.:.� a �1 .• •� — �-.a �s+.d. y � � � triJi + � r+■. �� '� '—• �lr � � ��i' �"5 � .:� =a f� ■ r''k �F +' �+a�" r— yx jam' r y ,q ,�"� a� r' p J� ,r �F J'i .,-+ 0 fi ,''� •' a .��Y i_.� �.a. iR•. 4■° �_■ 'rte I �-■ Y -d ■ a'� °' r °=V Y ,