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10612 W. 44th Avenue
Benito Martinez 10612 W. 44th Ave. Wheat Ridge, CO 80033 RE: Previously permitted project plans available for retrieval — Pen pit 0201400655 (Garage & Addition) Benito Martinez, You may retrieve plans and/or documents between the hours of 7:30 a.m. and 3:30 p.m., Monday througii Friday, at the Building Division offices located at 7500 W. 29"' Avenue in Wbeat Ridge. am= City of COMMUNny DEVELOPMENT wwwxi,wheatridgexoms Stipulations: 2,800 sf Detached Garage and 352 sf Addition. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Owner: BENITO MARTINEZ 10612 W 44TH AVE WHEAT RIDGE CO 80033 Contractor: For the Following Purpose: Residential Addition ,w'k I Description of work I Demo & remove existing eAerior stairs, Form & Place 2-1/2 cu. yd. of Fiber Concrete, / New landing and walkway. Constructi*on work notes I New Landing & walkway, will not be attached to existing structure, Concrete - 3500psi Fiber Concrete. 1 APPROVED Stet to Field Inspections __- m --- __:,, - )n ::: � r a. a o �:. : a s :' -m . , m t a o : a w • -..,. _ �:;._ i ;: �. c e ads: ' a . __. Complete all information can BOTH sides of this form Complete all information on BOTH sides of this form M w �Zt. 'i spa , YI Ic ° e>V p ' . cc Buil D ivision • IMMUMIUM07MM, Address: Zoning: _AJ_ Lot Size: 7 b q q I , sq. ft. P AWMSV Lot Width: I Ltl�_ ft. Property in the flood plain'? If yes, add surveying condition FLIP. Type of project (applicable survey conditions in parenthesis): Existing Improvements: House: sq. ft. Shed: sq. ft. Detached garage: sq ft. Other: sq. ft. Rev. 02/20 13 Proposed Im provernents: House/addition: — sq. ft. Shed: sq. ft Detached Garage: _2,e2 0 sq. ft. Other: sq. ft. Total Existing sq. ft Lot Coverage % Total Proposed sq, ft Lot Coverage % Required Setbacks: FR S S Provided Setbacks: FR S 4- kti S * IS R, I E Maximum Lot Coverage: Q S % sq. ft. It is extremely important that you notify Pearson VUE and ICC of any changes in name and/or address to avoid the possibility of future correspondence not being received. Please contact both Pearson VUE at 877-234-6082 and ICC at 888-422-7233 ext. 5524 with changes to your name and address. ICC reserves the right to amend or withhold any examination scores if, in its sole opinion, there is adequate reason to question their validity. The authentici(V of t ais sco f - o ,port can be validated by using Pearson WE's Online Score Report Authenticat"On found at: Av-vyvr1eaUgny MOILIZ Digital embossing elinninates the Possibility of unauthorized embossing of counterfeit score reports, Registration Number: 268268545 Validation Number 1008509129 OFFICIAL RESULTS REPORT 1NIHINA"HOKAL N13 - National Standard Residentia CODE COUNCIL Building Contractor (C) It is extremely important that you notify Pearson VUE and ICC of any changes in name and/or address to avoid the possibility of future correspondence not being received. Please contact both Pearson VUE at 877-234-6082 and ICC at 888-422-7233 ext. 5524 with changes to your name and address. ICC reserves the right to amend or withhold any examination scores if, in its sole opinion, there is adequate reason to question their validity. The authentici(V of t ais sco f - o ,port can be validated by using Pearson WE's Online Score Report Authenticat"On found at: Av-vyvr1eaUgny MOILIZ Digital embossing elinninates the Possibility of unauthorized embossing of counterfeit score reports, Registration Number: 268268545 Validation Number 1008509129 Pearson VUE - Score Report for Ben Martinez Page I of I Score Report for Ben Q Martinez Name: Ben Q Martinez Exam: N13-N: N13 - National Standard Residential Building Contractor (C) Modules: N13-N-70-M: N13- National Standard Residential Building Contractor (C) - 70 Grad e:Taken Copyright C 1996-2014 Pearson Education, Inc. or its affillate(s). All rights reserved. jerms I ar!M@Q I gq https://www8.pearsonvue.com/testtaker/aut.ht-ntic.nte,/`qe,nrf.'Pp","rt F 0P 5 2014 WHEATRIDGE CO E003 PR()JiE("T APPROVED Sub , jWtlo Field Inspecti jec F Job: E,MLl 166A L.O.S.'I'. CONSTRIUCT ION 20612 V1 44711 AV E IN I Wheat Ril BLAIdin?c D, iW'JHEATRI,,E)G� C0 80033, Date: BUILDING DATA BUILDING SIZE: Flan Width (ft, Lenqth (Q) ope o of Sl (riseQ00; R DING Li n BUIL LO ADS: Roof Dead Load (psf) 3.00 Roof Live Load (psf) = 20.00 Rigid Frame Live Load (psf) = .12 Collateral Load (psf) = I Roof Snow Load (psf) = 21 BUILDING CODE* Wind Code = IBC 09 Wind Speed(mph) = 105 Closed/Open = Closed Exposure = (3 Importance Wind = i'00 Importance Seismic = 1.00 Seismic Design Category - S- (F&Ssi 50� . 3 This buildi'ng was Jes,,:",.gr?ed by: MRS, Y1`.. ", / "" "") M Jerky No Tj 14 ; Date Customer �..:. � � f'.; Designed By H'l CANAM Description , _ ..�� . s� � "` �:. x �;: �" . nj, ;TPA! Al M DINT t'`{bPPOPATIO Page D esign f ta1.0 ui �i� -' g 4 .. d GV ,�ti C ,..�{. t 1 Cal i„ �...a .a .A_ .. +'R k.: ji G A}} 3 ., ' "' .J .,v }E",.�p.'"wY .. yr Left lam. 5..,1 t "V& Y. } ti.... ,.b.. cu 1 a [-.. m`A �„+# �a. ;? `2. 4 � f� .�.. Right End Wall Calcul�atioris 11. 7 2 99 R oof , *rear � t �. .; C. �1c t�1 ��t, .a.crr�. 100 — 1. 5 i Job No x,. V; Date Customer 7 +S I Designed By Descripta,on ANAM LONG CORPORATION 7T UPAT, �LCJLKF` ()NS FOR 0 . S. W 4-41" AVE o L, J� U 1 L 16 6A BUILDING LAYOUT Width ( fit) = 35.0 1 ' 'r Len at, f 80.0 Eave Height (ft)- 16.0/ 16.0 Roof Slope (ri.se/12 )= 1.00/ 1.00 BUILLE)ING LOADS iwof De,ia' ra d A 3 0 wal ci 11"O' k d w a 3, s 3 ve "Lowl (Ps 12 ' ,C- c"I 2 a. J J, 0 X a =I 3/21/14 MUM 66, Build ng Components 3/21 14 Ply, FRONT SIMM: 1M Basic Wind Ioad Ratio Wind Deflect Factor W-END Wind Wind wi rui Press Suct Long 22.3 -24.1 18.0 -19.7 30.9 -20.6 BACK S i DE�, Wind Deflocr Aw Ca. ME it TIFT ENDMT: Zone width 3.50 Col Giy,t Panel Jamb 1.22 1.23 1.22 i r L e a d e r Panel, Jamb Parapet Coi Width CAM t Panel Jamb 13.50 1.22 M3 y .. Faneli. G�aic 'R a cin W1od 2O6 0.75 1OO ���d �1od �eiomiu O.JI O.O0 O.8g w1od W 0,(,) 0.0 Q.00 O.00 D,OO D.00 I Sacz V.OD ( O.QO 00 0.00 0OU O O.0O Girt/Beed ez I8.0 -l97 . Jsmb � I.�8 O-OO O O0Q l.O� �.00 22� 3O9 -24I -306 . garmp�� O.Q8 Q.00 J.O0 O.0O O.00 0.O0 0OO Ba%tez Co raca U.QO I�OO isocf Wind_1 mO Win d_2 W ind_2 Long Surface Id Left Bight Left Bight Left Right Wind Friction I 0^34 -0.55 0.70 -0.I9 0.34 -0-55 -0.63 0.00 2 -I.09 -O.G4 -0.73 -0.28 -I.09 -0.64 -0.87 0.00 ' 3 ` -0,64 -I^09 -0.28 -0.73 -0-64 ~I.09 -0.87 0,00 4 -8.55 0.34 -O.I9 0.70 -0^55 0.34 -0.G3 8.00 CDl��0 & T"'IB&CING i,")ESIGN LOADS: Load ---I,ivm--- --Add ' Wind ' ' Wind - 2 Imncj_wioa Tcao Aux Load 0o. 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( 0.00 0 0 i CA Wn C.Ql l . . 0 . 0 0 0 V t , v 64 0.60 0 .0 0 O f- ) 0 0 , „+ 0 r Job No UIRAII&A Date L12014 Customer L�KSM CMISTMOTMN"AN Designed By AINN AlwiDescription RAFTER DESIGN LOADS: Load ' ' --Add Snow- Wind _I Wind_2 Long Aux Loa( No Id Dead Coll Live Snow Drift Slide Rain Left Right Lef t Right Wind Seia Id Coe 43 I 1.00 1.00 I.O& 0.00 0-00 0.00 0.00 0.00 0.00 0.00 0.00 0. 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O0 D'OO O OO O.gO O.52 Q O 0,) . � 71 I.03 1.03 0.00 0.00 0.00 0.00 O'OO 0.00 O-OO 0 .0U 0 ,0O O D.OD O.00 � -O.52 0 A. 00 � 7� O.57 0.0D 0.00 0.00 0.00 0.00 0.00 Q.UO O,QO O.01 O.00 D,OO O.00 0.00 � 0.70 O 0.00 � 73 0.57 0.8O D-QO 8.80 0.00 0.00 0.00 0.00 O.00 O 0.O8 O.00 D.00 O.0U � OQO � 7A 000 I lOO IO0 I00 Q.00 O.00 0.Ol O.O0 0.00 CO. 01) O.00 Mo 533 O4 17, 0.00 0-OO 75 O.00 2 l,DO IOO 1.00 O.00 O.00 O.OI OOO O.00 00O 00O O DO 000 OO� V 0O UO8 RAFTER DESIGN LOADS: Load ' ' --Add Snow- Wind _I Wind_2 Long Aux Loa( No Id Dead Coll Live Snow Drift Slide Rain Left Right Lef t Right Wind Seia Id Coe 43 I 1.00 1.00 I.O& 0.00 0-00 0.00 0.00 0.00 0.00 0.00 0.00 0. O.0O O 0^0 2 1.00 1.00 0,00 I.00 1.00 0.00 0.00 0,00 0.00 O.QO D.OQ 0.00 0 O 0 3 1.00 I-OD '0.00 I^08 8.DO 0.00 0.00 0.00 0.08 0.00 0.00 0, 0.80 O 0 4 I.00 1 O^75 0,00 O-OD 0.00 0.00 D-75 0 .0O O' 00 V'OO 0 �88 O.00 O 0^0 5 I.80 1.00 0.75 0.00 0~80 0.00 0.00 0.00 0.00 0K75 0.00 0,00 0.00 Q 0.0 6 I'OV I.00 0.75 0-00 0.80 0.00 O-OO 0.00 0.75 0.00 0.08 0.00 0.00 0 0.0 7 1-00 1.00 0~75 0.00 0.00 0.00 0.00 0.00 0.08 0.00 0,75 8.00 0.QQ '0 0.0 8 l.DO 1.00 0,75 0.00 0.00 0.00 O.00 0.00 0.00 0K00 0.00 0.75 8.DO 3 0.7 Q 1.00 1.00 0.75 0.80 MO 0.00 0^00 O.OQ 0.00 0 �O0 D.QO 0.75 O.80 4 O.7 IO l.OD I.00 0.75 0.00 0.00 0.00 0.00 0.00 O.00 (V 00 O.00 ONO 0.00 5 0.7 I.00 0.7 0.00 0.00 0.00 0.00 O.03 O.00 0,00 0.00 0.00 8 0 �7 l2 1,00 I.00 0.00 0.75 0.75 0.00 O-OO 0.75 O,0O 0.00 0.00 0M0 0.80 O NO l3 1-00 I,DD U.00 0,75 0.75 0.00 0.00 0.00 0.00 G.75 O,OO U.UO U.00 O 0.0 14 1.00 I.00 0. 00 0.75 0.75 0.00 0.00 0.00 0.75 0.00 0.00 O.Q0 En 00 O Q.D l3 I.0O l.nO 8.00 0.75 0.75 0.00 0.00 O'OO 0.00 0.00 0.75 O.00 0.00 O O.O 16 I.00 1.0O 0.00 0.75 0'75 0.00 8.00 O'OO 0.00 0.00 0.00 0.75 0.00 3 0,7 I7 1.00 I.0O O.00 O,75 0,75 0.00 0.00 0.00 O-$O D.00 0.00 0.75 0. 00 A O^7 18 IOO I.00 U.OU 035 0.75 0.00 0.00 OM 0.00 0.00 6,00) O. DO O,OO 5 O.7 I9 1,00 I.OU 0.80 0.75 0'75 0.00 0.00 3.00 0.00 O'OO O.DO 0, 00 0.00 6 O.7 2O I.C I.O0 O'OO 0,75 0.00 0.00 0.00 0.75 O.00 0.01 OAOO O, 0O 0.00 O 0.0 2! I.00 I.00 0.00 0.75 0.00 0,00 0.00 0.00 0.00 0-75 0.0 V00 V08 0 0'O 22 1.D0 1 .O0 0.00 0.75 O.00 O-OO 0 .08 0'00 035 0 ,0O O�OO O. I'll O O.OU O O.O 23 1,0O 1,01) D.00 O�75 8.0O 0.00 0.00 0,00 0.00) 0.00 O.7, O.00 0.00 D O.0 3A IOU I,�D C". 00 105 D.DO V,OD O,O0 U.00 0m OOO O.O0 O.75 0,O0 3 O.7 �5 1.00 I.0O O. 00 0.75 0. 00 0'00 0.00 0.00 0.05 0 . 0 0 O.00 M5 O.00 4 O.7 2� l.00 1 .0O 0.00 O.75 0.00 O-DO 0. 00 0.00 0.00 2.00 2.0 ;Y 00 0.00 5 0.7 27 1,00 1 ,DD 0,00 2.75 0.00 0.00 0.00 0.00 0.00 5.00 0.70 0 .8O 0 .AO 6 ~4a7"I ranw » or Qg ANA Job No U 1 Ot if Date 3/202014 M Description AUXILIARY LOADS: Loc Basic Load Fa I!,. �ux Aoz x No. Add Load Qox ld Nam- wl Load Id _ Cov� D12 .. Dist ' 12 l ] TJ 3mMq _ 2 3 l.03 0.4] 2 EI0gB Gl, _ R 3 2 O.30 � 00 W _ _ -T 21 -0.21 l 1.00 I7'56 1 4 2 3 U SNOW _ D S0w 4 0.41 ` 5 LWZ0QI_L 7.21 'l 5 1.00 ' 4 LWINDl_R -0.2I 0 .O8 I 6 1.00 5 LWI0Q2 _ � I 5 I.OU 6 LWIND2 _ R 1 G 1.00 ' ' ADDITIONAL LOADS: 0n^ Add Loc Basic Load Fa Fy Mom x y .. Conc Add Id Id Load Type wl W2 Co DlI D12 .. Dist ' 12 l ] TJ 3mMq _ D -0.2I -O,2I -0.08 D.8O 17.56 2 2 � 00 W _ D -T 21 -0.21 0.08 O. OD I7'56 1 4 2 3 U SNOW _ D S0w D D -0.21 -0.2I O.89 7.21 17'5G 5 2 _ D WI0� - D -0.2I 0 .O8 -2.1l 8�O8 -0.08 O.00 0.00 O'O0 15. 3� 7.00 6 3 i WINE) _ D O.O8 O.U8 0.00 18,56 I7.56 7 2 DBIFT D -0.09 -Dn0 1 O.O8 it 00 l7,56 8 1 DRIFT D -0.08 -0.O9 -k 8B O.Oo I7.56 9 2 P DE, l � -O.O9 9 D.DO I7. 6 lQ 2 WINDL2 D -0'09 -U'O9 OOO l75O I7'56 lI 3 WTNURl O -0.09 ~0.O9 VOD O.00 0'O6 12 ] WI0tAR2 A -O.09 -O.OB O.00 O,OO O.06 RIGH� �0D��I�.' � - ----���e_S�zi"p_R i �sa� �oll �ire �oow Raio Ba�io �io� �oad G��im 3oo� Col/ Job No U Date Cu stomer Designed By M Description k FANA BUILDING CORPORATION �oa� �1o� geismic O�l �O0 OO� COLUMN a BRACING DESIGN LOADS: Load ---Live--- --Add oJind_I Wimd_2 l,00g_ Tzao Aux Load 0o. Id Dead Coll Roof Floor Snow Drift Glide Rain Left Right Left Right I 2 Smis Id Coef ' 7 n,OO O.00 �.QO O.00 OQ 0.00 O 0.00 2 1.00 1.00 I.00 0.00 0,88 0.80 0.00 0.00 0.00 0.00 0.00 0,08 0 0 0.00 O 0-00 3 1.80 1,0 0.00 MO I.QQ I-OO 0.00 0.00 0.08 0.00 8.0 0 D.OM O.00 0 O 0.80 4 0 I 0O U. OO O'OQ A.O() O.00 O.0O O.0O Q.0O OOO O.0O O.0Q O O.�O � I.00 l.00 8.7� O.00 O.8O UOO O.00 V0O O.00 O.00 O.00 O.DU ODO 0.DO O,OO O O.00 O.75 0'0O 0.0 0 O.QO C." O.O0 OOO OOO OOO D O.00 7 I.00 l.OD O.O0 O.00 O O 0.00 O-0Q DOO 8'OO OOO O.00 8OO 0�00 O O.00 S lUO Q�O 000 O0O O.O0 U.00 3.00 0.QO I.00 OOO O'QO O0Q O.0O O.0O O.O0 0 O-OO 9 I.0D OOQ D.U0 O.OD OD0 D.00 O,UO D.00 I.00 QOO O00 0OO DOO O.DO 0.QO O O,O0 IO lOO O.UO O.00 OOO O.00 OOO O.00 O.DU O.0V l,OD O.DO O.00 O-OO D.00 O.QO O 0.OD lI I.O0 OOD 0.00 �OO 0.00 O.00 O.SO O.00 O.DO I0O Q.0O OOD O�0 D0O O.UO 0 U0O l2 1.00 UOO OOO OOO 0.00 O.00 O.00 O.0O 0DO O.00 I0O O.00 O.0O OOO O OO O O OO No , . i,, n Am 70b Customer ,.O., _ , . tt <. € €GS a..i.0 a ION . i D esigned By RHK Description 1 . 1 1.S.. � ..,4 zr,.. �..t , l}SE pp y��^;� g��yrryy��55 qgg��^^yy pp ,,. .00 �'O MG 0 MD 0 'D 0.00 0.00 C.00 0,00 ?A0 MO W.0 i . . no 0.00 v . . . C 0. on t 1 00 0.00 0.07- 0 . 0 0 ZAA 0. 1 0.00 0 0l Me `I, 00 0 e,7 0...J,C. 0, .� 0.00 t' .r ! 0 0.00 0.00 .00 .0 0 t,. ,. 0 .00 .0�. 2n .i. i. ,i 1,00 0 . 7 t MO rJ O to . is 0 0,00 0,00 0, 00 0,75 0 . C t1 0.00 0.00 0.00 0 . 0 ('�' +: 0 0.00 <. 1,00 `,.' 1, ,. \w 0,75 0 .00 0.00 0.00 0.00 0.00 0,75 0.00 0.00 0.00 0 , t . .... 0.00 ... .. .�, n.00 , ... .. ,. .. i,. \„ SJ ., G.x i 1. ., . 4 ( '�.� SJ i,? 0 .00 0 ^t 0 i..t i..t . a . t �./ � t e ? t3 t1 0. t . l l 0.00 . 2,5 1,.00 .. t" 0 0.75 0.00 0.00 0.00 0.0 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0 . 0 0 0 0.0 26 1.00 1. 00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0 0.00 H� ^� 00 3.. 1. S,1 'E 0 ..E..0 v rt G v . I ,,,J f1 . 00 4d ryry�^)) 0.00 0.00 1. � €.F )). i.0 �d �..` id 0 00 4+ . tt `w: 0 00 �*,,, 0pi t1 r Lo M1,� l3 a 4D C} 0 00 {'@ t.A a ,�' 5 � t �. l+ O "`E 0.0 0 (t�'� ((�� 0 0 0.0�� 0.00 .. 26 .... , �,) _. . 0 (. ',.` . 7 ,: 0.00 0,00 C�) . l'tJ 0. 00 l , 0 Cl 0.00 0.0 0 0 . 0 0 0 . " 1 5 3 \.' 29 LOGE 1 .00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0 0.0 () 1..0 1 0.75 0.00 0.00 0 0.00 0.0 0 .00 0.00 0.00 0.00 O.75 1.3:00 e � € s.. t ., � t t .. . } t 0 .. � -� � 0 ,- ... t.' 0.00 O �' . � �i ,. 0 0 ,00 9, .. , u 1 .00 .... . . , 0,00 G,00 0 . ., 0. 0 ,. 1 0.0 0 . } V,. 0.00 0.00 t . 0 0. „ . 0,. 0. t., 0. 0 n 35 0 .75 0. 00 0.00 0.75 0.0 0.00 C "00 0 1 ,00 1,0€' 0.00 0,00 0,75 0.75 0.00 0.00 0.00 0.75 0.00 0.00 WO OW a... 0 it,t t 4a. e rv J?7. +, 0; 0.00 0.00 0.75 0. G ... .e.i ;? ,. ! _. 0. .� ....t0 tJ 16 ..� Q.r € r ,✓ i✓.li ii r. ..tr 1, _ t _ .00 1.0 t o SAO 0,75 _ 0.00 C . 0 0 0.00 0 . , v 0.00 , . Cc 9. . , �. 1.0 1AU 0.00 OAQ 0.75 035 GAO 0.00 . .. U Noc N., 1 M . .. . 0'0 �CANAM Job No i, I U-' il Date Cu stomear - F, Designed By R. "HW D escription p ------ ---- E. C 0 0.0", -.cii c r.00 0.00 0.00 o r a C, 0 0 '7 5 0 , ,)O MO O-C*C' MO 0 0 0 0 0 001 i"', 0 , C 0 �'.�O 0 0(,' 0.75 00 O.00 0.00 0. 00 48 0 0( 0 1") C, ... :z. t) 0 C", 00 "D 1.�') 0 0 j() 73 0 0 0 0.0" 0.00 0 0 0 0D C,! ('i 0.75 0 0 0 C' 0.00 0 0.00 52 1.00 1.00 0.00 0.00 M5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0,,00 0.00 0 0.00 53 1.00 1.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,75 0.00 0 0.00 54 1.00 1.00 MO 0.00 0.75 0.00 0.00 0.00 0.00 MO 0,00 0.00 0.75 0.00 0.00 0 0.00 0 0 C" 0 '' (, , , I ", 0 � 0 ,,, J 0 � 0(' 0�00 0.00 0.00 0. or) 0.00 0.00 0. 7!" 0.00 0 0.00 56 0.60 0.00 MO 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0. 0 0 0 0.00 0 0.00 57 O 60 0.00 0.00 0.00 MO 0.00 OA0 0.00 1.00 0.00 0.00 0 0,00 0 . 00 0 0.00 000 00 ., ' 0 Cv(" n i" 0 0.00 f 00 C) 1. C I 0 0 Y. 6 0 G . 6 C 0 0 C 0 0 0 ' 0�00 H 0.00 0 0 . 61C CIII C 0 0. 0 . 1"' 0 0 L. 0 1-00 "'.00 MO U n i rl 0 0 0 1 . 01 0 . 00 Milk 6 n gi "O in 0. Oil �.00 0. 00 N D 0 . or� 1 0 Oc! C , J Job No U 1 .. . „ Sate fi CANAM Cta tamer � lesi,raec3y .`.; Description -» .. M " U » 'e i _ .. . u _.. �,1. s _ h� « . .. , ... ., , . .. » , Ei t . ... .. ,. I ! 0 `, 5 00 l.` . 00 .l . ��I . u ,.. . � ., . . ., . .,. . .. ,. L , 0 t1 o 0 , or 74 1 . 00 1, , 0 .. 0 . 0 0 0 _ . ' i , .. , } .� 1 f . 0t ; i., . 1 0 , ,O . } G` t . 0 0 t . 0 0, 00 1.. 1..00 i, 0 ..., ,`E0 '�. ( .�i. 0 , f 4 }, 0 „.., 0 i t. jt`z M1 00 1 Sf ( `} 0,00 ,.... 0i.l 4 J. -, c Ci 0 , S. -.. as . t t r t .. .. „ u t t7 \ .. < �. .. ., t .., ,.. , .. _ ,? , t� f,`U 0 t �„ . , U St . 2 1.. 0 1.0 O. 0 1 = 00 1 .. 0 0 0 .00 0. t. 0 { .�. 0t} 0. 00 0. 0 . 0 0 0 .00 0.00 0 0»0( 0 1.00 `1..00 0,0 1.00 0.00 0 .00 0.00 0.00 0.00 0.00 € . 00 0.00 0.00 0 o . G 3 1.00 1.00 0.75 0.00 0.00 0.00 0. 0.75 0,00 0.00 0.00 0.00 0.00 0 0.0( 5 1.00 1,00 0.75 0.00 0.00 0,10 0,00 0.00 0.00 0.75 0.00 0.00 MO 0 M h 1.00 1..00 0.75 0.00 0..00 0.00 0.00 0.00 0.75 0.50 0.00 0.00 0.00 0 0.0 7 1.00 1,00 0.75 0.00 0.00 0.01 0.00 i , 00 0 .00 MO O.75 0.00 0. 00 0 0.0 €1 1 »00 1.0 0.75 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 3 0. '7y C.' ], . 0 0 1 r , ' 75 0.00 0.00 0,00 t 1 0 . 000 10 i (t 1 0 '75 W 10 1.00 1.00 0.75 0.00 0.0 0.00 0.00 0.00 0.00 MO 0.00 0.00 0.00 5 0. 7, 1.1 1.00 1.00 0.75 0.00 0.07 0.00 0.00 MO 0.00 0.00 0.00 0.00 0.00 6 0,7 2.2 1.00 1.00 0.00 01,75 0.75 0.00 0.00 0,75 0.00 0.00 0,00 0.00 0.00 0 0.0 1.3.. 1.. 1. MO 0, 7 5 7 5 i,F`. 00 O00 0. 00 0.0.0 0.75 0.0 0.00 0.00 0 0.0( ,s 'rx ,..0 } a.. 00 0 0 i `0. f., 0 10 {j: (,,r 0,00 1 . » r 1t.O 0.00 0. 0 0 0 ».30 ... t . , f; % I F,t.7 } 001 `,% 1 5 , • ' t . i ;�l f` t }' i17, 00 . O 0 ,1. f . r r, `8 b ' . t 00 °i l '� '� t %,;. F , , �' . i , tt . , :,, 0. ,0 0.00 : t {, 19 00 1 , 10 0 0 , 0 0 , 71 5 1 .. .. 0 ,- 0.0,- k# 0 . 7 .�? 20 1.00 1 -00 t? . 00 r t .... ., �. » _., G �, . t1 , 1 . 00 0.00 �; i 0 t , 2 ff A -. rr n ' . y 1./4.1 �..�. It } ,,., : „!, ..) i,� .� �, .i ,r ", ,} .. r.,, .. „ l ta� tt 5 MO i _ .. 0 ., .. 23 1 11 M 1.0 0 , v 5 i� v,. .. i `1..1'1 � t D t,. ,.. 1J M1 ,. 1� `,� , 0 ,,. ,r .. , 3 .00 0t, 0. t 0 .� , .. �. t " » , .. ,� ., » .. 0 4i0 ice?�,1 .. r ... } i ..�'It k,. ..� ., .d. sf _t „ ,� .,�. t. rt .. t },.. �� 1 ?,. r ,?;J, r.�i„t .. s t 1 C` .} i( 1 0 .. i, ` } i i5 .` "Y 11 0 0 t`Y t.i . .. `� 1 ; 0 { t . �,� V c , `,1 . 2 8 ... 6 0 0. _ .. ,. s 0 CD . . .. , ,, 1 ,.. .. , _ � t, � S" . 0 fl it ..6 ., ... t < <' t? , iYXKAARY LOADS: Job No �-1 14 1, 0 3 6 6 A Date 2 K j No. ANAMDescription Aux Customer L.O,S.T. CONS Designed By RKI Aux ld BUUNG CORP2M lwad ld 31 0.60 0. U 0.00 0.00 0.00 -1 01.00 C.00 0, on: 1,00 �C5 735 1 .0(1 0 . CPT 4 .0", 3 1 0. 30 G C,00 0,nG Q.95 n.50 0.7,� �j 0 0.60 OZO 0.00 0,00 0.00 0.00 V00 5 . Q7 0 . . ,, , T' �", � " . C �,, .... ""', , U 1.00 ..0 2.01 0.nl G . K 00 0.00 0,00 0,00 0.00 1.07 n,ac It on 0, 7� 0 0. G.0 Zno VZ� :,Q 19 1.03 1.03 CK 00 0.00 Ch 00 0.00 0.00 0.00 0. n 40 C . Yj 0.00 0.00 0.00 0.00 2 0.00 0.06 0.20 0.0 lK 00 n ", C, 0 :3 41 n, y o, m) o.00 00 c,00 o,co o,00 o,no om vxc van tL Ps om -0. A; 0 0 . 1,00 I . 0 0 0 Ch 01 0.00 0.00 0.00 0.00 0.00 f� Go 0. M7 M CT V TO 1,0( 0 41 1.00 1.00 0.00 0.01 0.00 0.00 0.00 CKOO 0.00 C.00 K(ln 0. O 2 . 5 iYXKAARY LOADS: No. Aux Aux No. Add - hoeff Load Aux ld Nwm lwad ld 6 -1 E,2CNB S!, 3 1 0. 30 2 1.00 3 0.41 2 E2UlN SL R :3 1 00 4 N D-1 R 0 5 LWIND2 L 1 5 100 6 1,WIND2 1 6 1.00 ADDITIONAL LOADS: Now Add Loo Basic Load F Fy Mom X Y Conc Add Id Id Load Type wl W2 Co Dn D12 Dist 12 i 3 U SNMI D -0.21 -0.21 -0.08 0.00 17.56 2 2 U SNOW 5 3 2 U NOW D -0.21 -0.21 0.08 2.21 17,56 4 3 U SNOW D -0.21 -0.21 -0.08 0.00 15.35 5 2 U WIND D 0.08 0.08 0.00 0.00 ',7.00 6 3 U WIND 0 0.08 0.08 0.00 10w56 1 17.56 7 3 DRIFT D -0.09 -0.09 -0.08 0.00 11.56 8 2 DRIFT M08 0.00 13 j 6 0 2 WINDL! D -0.09 -T CA ChGo 1 :.Tl 1 � > 10 2 W 1 T)L2 D -0.09 -T 09 V Go 1 . K 1 � Y RODFDES: 12 3 WINDR2 D -0 . 09 0...9 1 BASIC LOADS: koad CV13 Live Sncm Rain Basic Und !mad RatO nrLwv S 0 A load load L,oad load Load Wind Deflict lactor Fr�n i�n Factur Snow 3.0 1.0 20.0 21.0 0.0 20.6 0.75 L. 01) 1 1, jq KY)G K00 J W d Press swt Slwr ROM, Customer Designed By Description ANAM ���� u Cz]8N�R �DN2 WI0D� �1nd Suc[ 0o 3ooe --�orlio--- ---gao�l--- �idt� �eng�b �ce�� �u�c graos Su�c I 2 6 I 0OQ 0OO l.00 IUQ l.0O IOO 3 Q.Q0 3.50 I.00 Il8 IUO I.68 4 3.58 O.00 lOO l.I8 lOO I.Q8 5 O.O0 3.5O l.00 l.l8 IOO I,6B 7 3,5U 3.�O l.DO l.I8 �.�O 2.S] B ] 5O 3.5O I.8b I.I0 l.0O 2 53, J 8 I O. 0 O 0. k") IOO lOD 3 0.D0 3.5O IOO l.I8 IQO !�8 3 0 ].5b l,QO l.IB l.00 I,G8 6 3.5D OQ0 l.00 II8 I.00 IG8 9 I0 3.�O �5O 3.5O �.�O l�O IOO I.I8 ll0 I8O I OO 2�3 2.53 2 2 I � I l I O.00 8.Q8 O00 000 I.O0 l.0O l0O IO0 lO0 l.00 lOD I.00 E & CORNER ZONE WIND: LONGITUDINAL Wind Surf No. Zone Purlin Id Id Zone Id Width Length Suct PURLIN DESIGN LOADS: Surf --lload- --Add Snow- W i n d Wind Aux Load I d N o Ed Dead Coll Live Snow F) r i , ,'t S Ili cle R a 4 1 r, 2 r (-,, s, s S i,,� t id Coef 0 12 00 Job No 1 41 Date 20 i 201 C Am Customer tai ss Description 1-l"SZF. COHETRUC!Wn� w. i : U.. ,. t .. `) 0 00 0 ..' G . .'ti 0 G . j 1 0 . 4��,. f , _ 0 pP. k .. , l � . 4� (.` 0.75 0.00 0. 00 t .. 1, �� f iw k.+ . � , .. T o o 0. J 4. { + �.. J ., .i .i l � � E Y40 - C, e,r t` 7 rt t. � 100 }. ,_ i t) r . �x e „rf .(• U ... t ,4 ., U ... 0t`` l G? \) 0 <,+ ok 00 . rt n .. � 1 0 . 75 «,.. .., ;7 �a;1 0. 0 0 l.t} \ No 0 A S '(�? 2 0 0 Ch 00 0 AM N75 0 000 _. Oil �. .;11 f1. 35 c oc too i\ ifl s' G. 4 tt . . 1 N 20 1.00 h00 0 .00 0.50 0.00 0.00 0.00 0.00 0..00 1 1.00 22 1.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 :L it(..Pad - -Add Snow- etiind Wind St?is Aux Load .w. Co N o. Id Eb d Coll Live Snow Drift ... Slide Rain Press Suct Load Id f .. a.. . I() 1 , . ..., 0, 0,0 0, 00 0, 0 . 0 0 0. . V1 i.x 5 s ,t . 00 0.00 4 1 00 .x tip 0 fL no 0 (1 0 1 0 ti ` 0 0 0.01 \µ' t . X 1 . CT 1 .. OU 0.00 5.75 0. 75 0.50 V 00 0.06 0.7. , . . ., r 1 0,75 r 1. .. 0,00 w ... 0 . � . . .. ... .. ... D u . .� . � 0 .75 0. 00 0.00 . ..,.t 0 t i . W t cis on ,,. 0. GO `$ .... 0 ... , ... t. 0 .75 0 .00 ,. tit.. 0. 00 0 .00 0.00 0.00 0 0 & ., 0. 60 0,00 0.00 0 .00 ... . 00 0.00 0 0 , t , t' ll , . ., lam' 0. ,. . 0 l :7 . ., 0.71 TOO 0.00 W z ' 0 0.00 .. .., 47 0.00 . t J, 0 .00 0 ...., 12 ... .t. _ . 0.00 0.00 ., . t. 0 0. ¢W .. '..� » t .1=:.� .�.,t �.,f . ,_ , . i .. �. 1 .03 . ,� . 0, a . , 00 . trYt 0.00 V .r z oo ..,.. ... 0 � on 4f2 0 7 Am Job No UiJ 'J!A,6A Date 3/21/201 i Customer 1-O.S.T. CONSTRUCT! ON- BEIN Designed By RM Description X J S NC 2 1 1 1 EAT K 1 0 . 0 20.0 0 5 0 PAT SL y 2 - 2 1 . 20.0 0, 0 C 4 001THMAL KJADS: N(" , it d d f F y DX Conc M 1 d 1d Load per W 1 to Dxi Dx2 K s 1, J S NC 2 1 -2 1, . 0 0 . 0 20.0 D 2 - 2 1 . 20.0 0, 0 4 -0.0 _V 0 0,0 0. 01 7 2 U SNOW D - 21.0 - 21.0 0.0 17.6 8 2 U SNOW D -21.0 -21.0 2.2 1'7.6 9 3 U SNOW D -21.0 -21.0 0.0 17.6 10 3 U__SNOW D -21.0 -21.0 0.0 15.3 RIGID FRAME 41: Basic Den. TenTerature Dead Coll Live Snow Rain Wind Ratio Change 3.0 1.0 12.0 21.0 0.0 20.6 0.75 0 BASIC LOADS AT EAVE: 4 . , piw4c Wpok Axis L Weak Axis R --Torsion --EN Brace- ON A Seh Wind Sels Wimi SAY Wind SeQ,;. IN COEFFICIENTS- surr --Wind 1 --- --Wind 2---- 1, c n g W i nd Su r f a c e 11 LOU VIM Left light 11 2 Friction -0.27 0.00 7 4 a 2 -5.11 OnS -0.63 -001 0 .00 pag is Q Job No U 1 CA 1 eve Date j N" Customer LX.nT. Designed By RHW C,11,111,11ilul Description LLO -L --------- - ----------- ------- �.rn w."o : Ap Mr My R.on M& Mc 0M TOO A 1 CAP j0 0.05 iAj VAP MO 0.00 0.00 1 .00 ("K 1 4 1 AS 1 0 0. on 0 0c, L . 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O 0. .75 0, 75 0.00 0.00 0.00 0.00 0.75 0.00 0.0 0.00 0..00 0 0 .00 . 1...€10 1.00 0.00 0.00 C1. ?5 0.00 0.00 0.010 0.0f0 0.00 0.'75 71.00 0..00 0.00 0.00 Y 4 2 �.. 43 1.00 1.00 0.00 0.50 0.75 0 , 75 0.00 0. 00 0.00 71. 7 0.00 0.00 0.00 MO 0.05 0 ,00 44 1,.00 1.00 0.00 0.00 0.75 0.00 0.. l 0.00 71.0 0.•, }5 0. 0. 0 .00 0.00 0 .00 0 0.00 1..00 1.0 0.00 0.00 0.75 0. .15 �I 0. 00 0.00 .00 0..0 �.{,7 t�.. �3 0.75 O €.f. 0.00 +r'�� 0 �'}. ,''y � V . V 4_t 46 1.00 $.00 0.00 '.,0 ,.. 0 0.00 0 .0 t r..t0 0.00 0.00 0 7;w 0.0 0.00 O.00 : "..0 4 77 5 � . v 0 J.00 _�. . . 48 i 0.00 0.0 i r _ „ _, _ t � - t) . w �;F t� . lu t :.. t 3 c� f.3 . � c. tl . ,. ,'� ,.� , ' , ,. .0 0 . 00 2 .,_ ,... 1 ). 0 0, 00 0 0...0 . m k?. 0 5 1 00 s. t 0.01" t ._J A� ,. , tt� . ,. ,77 t• f1 0.00 t k f ._ . 53 ,s .00 ., C. t, v . ,. ,. v . 1 0 l i r`Y . ,. .. t. t, t. . t , 0 0.00 ` 1 . 0 Ot _ . nr t l, t +•" 511 ;' Job No ' . s . agate Customer . .. >.;.. _ �`t ,. �, ....:t. � w` P EN t ., Desagned By , W TY De scApt..ion L. _.t OWNSTRUCTION ..... 5A NO 1,CO M0 0. H 0. 15 0.75 WO 0. Dr P.00 �,VV MW Wn M& 0 0 0" 6n ... 00 1 . O i `. 4 1 () 1 () � 0 't,f . t W « .. ., .. 00 t, .., t �{ .. 1.00 . +,.,! a t" 1? l \ �t 1,.� \, x t .'w} x a 4 : l! . .,; .. l= t, i, 1..�" , 1 t } t . ,\ 1 .... ., Yt 0 w. a 0 t (Koo 0 t . v .. ! 63 0.60 t.+ . 0 0 0.00 0.00 0 0.00 t. 0.00 _ .. ,. .,. 0 V00 " i V 00 V 00 0.00 S! ,.. 0.00 0.00 i \ t t t ') . .. i ., ✓ ... "'.00 0.00 67 C . 6 M0 l30 0 . 00 0.00 0.00 0. 0Ki 0.00 MO 0.00 0 0-00 0 . 0i; 1-00 0.00 O.00 1 1.00 8 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 1.00 0.00 0.0 2 1.00 0 1 1.00 70 0.60 0.0 €1.00 0.00 0.00 0.00 0 .00 0.00 MO l t, 0 .'00 0.00 n . i10-• s'. ") 0 0 -" 2 1.00 71 0.60 0.00 0.00 .00 0.00 0.00 0.00 0.00 0.00 0.00 0 M 0 1 -00 0.00 ..k 1.00 2 0.60 0.00 _ 0.00 0.00 0.00 0.00 0.00 0.00 0- 0 C7 . 00 z1. 00 O. 1 0,00 1. 0 0 ' 7 3 v.. f;0 0,00 0.00 0.00 0. 00 0.00 0.0 10. 0.00 t.1.t;i,? t!.:.!t:. 0. 0 0.0 0.0 .00 .. }t. v . 00 0.00 0.00 0.00 ..,.'t. 0.00 Mv LA 0, A .00-1.00 0 .. ,.t? , t \f w 6 i ,.4t ?, 0;l Tt,0 ff tt^ 0.t,0 1 0.00 0 0 . 0 0 .1,!') . }. C l.. \'t.. t .... ...0 0 01. ., 0 0 r 1.03 1 . ,. 0.00 .. . 0 0 t r . ,.+ �., 0.00 0.00 i. . 0 0 t . .. , . .t ! t 0 . k, ,} 0 r :8 1.03 1 . f } ,.. TO O O ,1 . . 0 0. 0 0 \. . ,. 0 0.00 t . , t 0 0.0 . . .. 0 .00 T t l 0.00 .� 1 .03 ,.. +, . 0 .:. 0. 0.00 0 V ( 0 0 0 . ,." 1 1") t.J . t , t,� k.1 . t. t.. , . } , \.. 4, {..� . .� � 0. 51 rf :_. > 0 `tt`i 00 ft 00 0 . 00 0.00 1 . .. 0 00 " 0-00 t, AMILTARY - Jab - 140 LOADS: CANAM Customer Designed By PIEW Description 'TEE L 22QlNG G I RATION 3 LWIND2 1, 2 E 1 1 1.00 0 z oo c" oo n oo n as g,oq o cc v y Q n G N ) 0,00 0 Oy 9 p, v , 00 1 0,00 C" Do En 00 CK 00 0.00 0 0 86 AM kv) 0.00 Von (no! 0,00 9,60 C"no 0.00 0.00 ".00 0,00 0,00 V00 My 89 KGO 1.00 0.00 0.00 0.01 0.00 om vor om u,no vao o.00 o.00 cKoo o.on 90 1.00 1 . 0 "), 0.00 1 00 no! 0.00 0.00 0.00 O.M; 0.00 0 9 O 41 AMILTARY LOADS: 3 LWIND2 1, 2 E 1 1 1.00 4 LWIND2 R2E 1 2 1.00 5 FlUNB S1, 3 7 0.30 8 1.00 9 O 41 6 F1 UN B-'S 3 8 0,30 7 1 DO ADDITIONAL LOADS: No. Add Surf Bmic Load Fx Fy Mom Dx Dy Conc Add Id Id Type Type wl W2 Co D,11 D12 Di,st 12 1 2 L3 WIND D 0. 1 6 0.16 0.000 00 7.00 2 3 If WIND 5 0- 0 1 p,. r , D 0 3 J D -0.13 -C. A 00 a. A) 1 E 56 3 MUM D -0.13 Q. Q 0.000 0.00 0.06 6 3 WINDR2 D -V 13 -0, Q Z Ono 0. GO Ch 0 7 3 U S NO w D 0 4 A 4,',' P "I", I T S IN, 1") A D G 4, 2 -1- �' � I "_' "', 1, 6 2 SNOW D -0.42 _V42 3.04) 2.21 17 56 J U SNOW D -0.42 -0.4j -0.= 0 0 0 15.35 11 2 DRIFT D -0.18 -5.14 O,GRQ "K 00 Q. Y" 12 3 DRIFT to -0.14 _MP -MM 0.05 Reactions, Anch"i Dv:in, saw Pions: 3/2i/14 3: 11 pn'� V I J 4 0 4 0 . 7 ') 0 0;1 ----------------------------------------------------------------------------- 2+ Frame Lines:2 3 4 TItOAD COMBTNATIONS: ----------------------- 1 Dead- 0.75Wind_Rightl4-0.75Snow 2 0.6Dead4-Wi,nd Left Dead+Colllateral�-Snow+Snow Dr i f t 4 0. 1 D�I' i7, ,i 'v 1 " Suctior iJ ressun. C - 0 ? 3 1 4 �'y A 'Reac�t,3`1_ms Report: 3/21/.�4 or" IIII F'r ame t #' _i.. _ Collateral ---- Live --- ---- Snow— -Snow Drift Line ----- Line ------ Harz Vert florz Vert Horz Vert Harz Vert Herz Vert 2A A ----- 0.4 ------ 1.5 ----- 0.1 ----- 0.4 ----- 1.2 ----- 4.4 ----- 2.0 ----- 7.7 ----- 0.9 ----- 3.3 24 C -0.4 1.5 -0.1 OA -1.2 4.4 -2.0 7.7 -0.9 3.3 Frame Col Wind t I Wind Wind Left2 WindRight2 Wind_.Lorigi t -orz H Vert r z V e jr F or z ( v,," r t 2* -- A ----- -4.0 ----- -7.7 ----- 2.0 ----- -3.0 ----- -4.4 ----- -5.0 ------ 1.6 ----- -0.3 ----- 0.3 ----- -6.6 2" C -2.0 -3.0 4.0 -7.7 -1.6 -0.3 4.4 -5.0 -0.3 -6.6 F e Col Wind LonQ2 -Sels Lef t- - RJ, gh t LWIND" L2E �,WT NDI A. 1 z, V e- r. Hel" r"," r t, Herz Vert Horz Ve r Nf cle, 9 4 "N' T v °.1 et 2' E 'N B S L F Sll, F, e� r �t H, or z Ve t 1 'orz '.,T e r t Horz Ve r t 1.0 1 " 0 -0. ----- ----- E A 3 Customer Ell Designed By R'HW Description ANAM ��am� Col -�I0nB �ioe �ioe 8o�� ----- ---- ---- l 8 OO I C 0.0 Frame Col --LWZN[ Line Line Hmrz ----- ---- ----- l A 0.0 I B O-J I C D.O ____________________ Fzaine Col Dead Line Lioe We 5 A �]od ��am� �ol �igbcZ ���� 8o�z vecr 8ocz nez� 8orz Voct O.0 0'5 0.0 2.7 Q^U O.O Q.O -0.5' ' ' Q --I,WI0D2_B~- ' Vert 8nrz Vert ' ----- ----- ----- ' 0.0 0.0 -0.I 0.0 -O'l -----------------------------~~----------------------- Snow Wind ' Wind' Wind Collat Live Snow Drift Leftl Rightl Left2 Vert Vert Vert Vert Vert Vert Vert -l2 -2.I -�.3 I O.I I� 20 O.9 -I .W -2.l -I.4 �iod preom Soot �oogI Imog2 �ef I,"" Qigbt 8oc� 8ozz ��c� Vez� V, -1 V t -26 28 -3Z -I.8 -l3 I.5 -l7 -lO �iue ��ne Goc� V��� 8o�� vez� Rozz Ve�� goc� ver� OQ 5 B OO �.2 O,O 32 0.0 Job No Date 3/21/2014 Customer L. C Designed By Description 'OON UI 4LO166A SAWC losign ROPUT: Building Data -------------- Code - M Leng".n. A J g 1i t: r"'r a v d Seismic Formula --------------- Base Shear, V = 0.66'7*Ie� Vmi n = 0.044'Sds*Ie'W Vmax = Sd I I W (T R) 1 0 .V,'Mor.'�e nit Fra me) T (Braced__ M.60 Shear Force, E Rho*V (Rigid frame, endwall fram� wind bent, t.Tind column & base react ions) ]EM I V (Wall diagcnai Kaving, q : om & Kna >_.. s. knm, Note: Applied load in svismin I_r I.oad combinat,. Fa "Ss 1 C. 1 e Cat,�, S d 1 0 0 SeAmic Enead Matt A ,_,t - Fa 14M MMK41100RZO- K7 ysv Frame Dead - n2p WS! -------------- Rout Bracing R Z 00, Rho- 1 0 C S OA804 W 21.36 A FOrce, 17 1.72 (k 7 ✓ Brj,:�]nug R Force, Em = 1. 01, (k Force, E 1.01 (k Back R 3.00, Rho= 1. 0, Omega= 1.00 CS 0.0804 W 12.60 (k Force, V 2.01 (k Force, Em I . 01. (k Force, E 1.01 (k Endwall Bracing Left R 3.00, Rho= 1.00, Omega= 1.00 CS 0.0804 W 3.86 (k Arce, E 0.31 (k Right R 3.00, AM, CS 0.0804 W 3.86 (k Mrce, V - 0.31 (k Force, Dn = 0.31 (k Force, E - 0.31 (k Ogid Frames ANAM 'Tob No Da te Customer Designed By Description De�1go Ba�is ' �S - wort1og ��ze�s �o� Golled St�el : �I�CO5 GIR"'F ."LAYOUT.- Des Bay Bay Offset Design ----L ---- Max _Load--- Lmcate Id Id Part Start End Length Left Right Weight Id -- DC ---- Reporl'", ------- Rot --- ------ 3.75 --- I --- l -------- 08ZD67 ----- 0.00 ----- 20,00 -~---- 19.67 ----- 0.00 ----- 0.08 ------ 64,7 WS 0'88 Moment D 2 4 08ZO67 0.00 20.00 19.67 0.00 0.00 04.7 WS O'98 Moment � 7.5D 3 4 O0 20. 00 I9.67 O.'jO l.25 55.5 WS 0 .76 8nm+�3 bc D 2 08%054 0.00 20.00 20-00 1.25 1.25 59'6 WS 0.78 Moski-Sbr D 3 08Z054 0.00 28.00 20-00 1.25 1.25 59.6 W3 8.78 Mom+Shr D 4 083O54 0.00 20.00 19.67 1.25 0.80 55,5 WS 0.76 Mom+Shr Q ______ II.67 ___ 4 ___ I ________ 08Z054 _____ 0.00 _____ 20,00 ______ 19.67 _____ 0.00 _____ 1,25 ______ 55�5 __ WS ____ 0.80 _______ Moment D � 08Z054 0.00 20.08 30�00 I'25 l.25 6 W� Q 9 @om+3bz D � O8�Q54 0OO 2O.00 �OOO l25 I25 �9.6 W� 0.69 �o�+Sbr D 4 OR�D54 OOD �O.O0 67 l�2� U.QU �5.5 wS O�BO momeo� D GIB7 I05ID� �I�m�2 �88C8: 0o. Bca�e/Bay _ I 2 3 4 U O O 0 UWAlKlel-, Date 1/21/203 4 Customer L.D.S.T. Designed By PN,V kDescription �remonce _ ---------�bear (� )-------- --------------�oo�ot(I-� }-------------- B�, -o Lef t Rigbr RQA Uft Left Mid-3�,-,ao IRig1l 1 t T", igb� �aP Sup Mop Lap Mon loo Lap Sup 6 Id Loo Calo Li i t U C Loc Calc Lindt tic WC Uc CaIc i0nit ___ ____ ------ _____ ____ ____ ______ ----- ____ ____ ____ ----- ----- ' l �Sap 0.66 3.57 O418 Mid3 -3,26 5-46 0.60 Uap 0.43 -0.63 2.62 UNBRACE LENG7BS: ' B ay --------- Minor ---------- ----------- Cb----------- -------- Ellom l/Mo, LLap MidS RLap R8op LSup LLap MidS RLa9 RSu� 1 '-a� _____ ____ ____ ____ ____ ____ ____ ____ ____ ____ ____ ____ ____ _________ _ ' / I 19.7 0.0 0.0 ' 0.0 0.0 ,O-Q 1.00 1.00 1.00 1.00 I,00 I-Qo l^OO 1.00 I100 I'AD ID�Wiod 5ur�ion _ -------------------------- CIRT ACTIONS: ---------Sb�az<k )-------- --------------��nert{�-� )-------------- �ef� 3i gh� Rig ' 1,ef f: "seI gbt I� Q Eap Lap Sup Sup Lop 1om Loc Lap Sup __- ----- ____ _____ ----- l -O,77 O.7" O�OQ 3.6I 9.80 0.0D Ara1Iatle w���h �-75 Bc�co Weig�� D G�7 ------ 64.7 pe4oml ioo hoc! o- �u� In OOO O�3 �remonce _ ---------�bear (� )-------- --------------�oo�ot(I-� }-------------- B�, -o Lef t Rigbr RQA Uft Left Mid-3�,-,ao IRig1l 1 t T", igb� �aP Sup Mop Lap Mon loo Lap Sup 6 Id Loo Calo Li i t U C Loc Calc Lindt tic WC Uc CaIc i0nit ___ ____ ------ _____ ____ ____ ______ ----- ____ ____ ____ ----- ----- ' l �Sap 0.66 3.57 O418 Mid3 -3,26 5-46 0.60 Uap 0.43 -0.63 2.62 UNBRACE LENG7BS: ' B ay --------- Minor ---------- ----------- Cb----------- -------- Ellom l/Mo, LLap MidS RLap R8op LSup LLap MidS RLa9 RSu� 1 '-a� _____ ____ ____ ____ ____ ____ ____ ____ ____ ____ ____ ____ ____ _________ _ ' / I 19.7 0.0 0.0 ' 0.0 0.0 ,O-Q 1.00 1.00 1.00 1.00 I,00 I-Qo l^OO 1.00 I100 I'AD ID�Wiod 5ur�ion _ -------------------------- CIRT ACTIONS: ---------Sb�az<k )-------- --------------��nert{�-� )-------------- �ef� 3i gh� Rig ' 1,ef f: "seI gbt I� Q Eap Lap Sup Sup Lop 1om Loc Lap Sup __- ----- ____ _____ ----- l -O,77 O.7" O�OQ 3.6I 9.80 0.0D 01 3121114 3 0 6 Available Reduction --- --- — --- ------- ------ ---- ----- _ __ o , Factm Rwce WeiWo Out in 0 647 (3.00 O63 6 4 . GIRT ACTIONS: --------- Shear( k ) --------- -------------- Moment(f ) -------------- Bay Left. Left Right Right Le f ',-- Left Mid-Span Right Right Id sup 1,ap Lap Sup Sup Lap Mom Loc Lap Slip ---- ---- ----- ----- 4 V6() -0.66 0.00 -3.26 983 0.00 STRENGTH/DEFIECTION: Bay ------- Shear(k ) ------ ----- Moment(f-k ----- -Mom+Shr- Deflect(in) Id Loc (.,aic Limit U C, .c Caic Limit UC Loc Uc Ca Limit --- ---- ------ ----- ---- ---- ------ --- - ---- ---- ---- - ----- 4 -, ,,,,Sup 0.66 3.57 0.19 MidS -3.26 5.46 0.60 RLap 0.43 -0.63 2.62 1WERAFE LENGTHS: Bay --------- Minor ---------- 4 ` 0.0 0.0 ----------- Cb ------------ llap WS RLap RSup 1,00 1.00 1.00 1.00 1.00 ---------- LS 1.,Lap MidS RI,,,�p 1,00 WAD TWind Fucr. l GIRT ACTIONS: --------------- --------------- Right VKV lefr Q f V mid"Pan YOU Right, 4 �,Zn 51 , ns A 1 4.os D.V Map 0.48 V 10 2.0 UNBRACE LENGTHS: Bay --------- ----------- Cb --------- - -------- Id Majr Mup LLap NEU Map Mup Leap Lisp 4 19.7 19.7 19.7 19.7 19.7 19,7 1,13 1,13 1,14 1,13 3,13 !,of) 1,0y 1,00 1,0(D U14LO166A Girt %xign (Imme- 7.400) 3/21/14 3: 0 �F pm Bay Design --L,aplft)--- Load Id Part LS' wte Le,th Left Right ---- 1 -------- 08Z054 ------- 75000 ------ 19.67 ---- ----- 1.25 2 08Z054 7.5000 2V 00 1 Q5 1.25 3 08Z054 7.5000 M 00 1-25 1.25 4 OBZ054 7.5000 19.67 IM LOAD ID Pressure ------------------------ GIRT ACTIONS: Bay !"ef t Id Sup 1 0,52 2 1.05 3 1.05 4 0.88 --Shear(k i -------- Lef r Right Pilm Lap lop Sup ----- ----- - (h 79 - ' 85 0.92 -0.92 -1.05 0.92 -0.92 -1.05 0.7 022 STRENGTHMEFLECTION: Ba Y S h g (k, 'Li'mit" t! '7 2 9 2 4 3 Ll,ap ', 9 - < 1 , `f t . Y 230.2 is f 1. Left Mid-Span SO, Lap M rm" Loc Y09 1 9 3 V 3.4 1 2. -1,76 to 3.52 2. 28 -1 .76 10. 02 3,d7 2.41 - 1,93 12.31 FUght Right lop Sup 2.43 4 2.28 3.52 12.24 3. U` Load No Factor Width Brace Weight Out In ----- 3.96 ----- 0 ------ 55.5 ---- 0.00 ---- 0.70 5.83 0 59.6 0.00 0.70 5.83 0 59.6 0.00 0.70 K96 0 55.5 0.00 V70 230.2 is f 1. Left Mid-Span SO, Lap M rm" Loc Y09 1 9 3 V 3.4 1 2. -1,76 to 3.52 2. 28 -1 .76 10. 02 3,d7 2.41 - 1,93 12.31 FUght Right lop Sup 2.43 4 2.28 3.52 12.24 3. U` Obb No UhU", Date 3/11/2014 Customer Designed By ,11,111111im Description LUILDINa CORPORAT 4 9 1.86 0.42 LLap 2 . 43 3 .%; 0 . 66 ;lap -5. LENGTHS: 1.17 j." 1.00 1�74 1.17 0.65 9.00 1.00 0.0 1.14 1. !An A.P1 1 Ar) VA 0.00 1.00 1 AC' f f t Right Riqhr W r he T" i; 9 0 i"11 2 -1.15 -1.00 1.01 1.15 -3 82 -2.47 1.92 9.99 -2.49 -3.84 3 -1.15 -1.01 1.00 1.1.5 -3.84 -2.49 1.92 '10.01 -2.47 -3.82 4 -0.97 -0.87 0.62 -3.82 -2.67 2.16 1.2.35 0.00 STRENGTH/DEFLECTION* Bay --------Shear(k ) ------ ----- Moment(f-k -Y1,on+Shr- Def lect (in) Id Loc Calc Limit UC Loc Calc Limit UC Loc Uc Calc Limit ---- ------ ----- ---- ---- ---- ----- ----- I RLai' 0.87 1.86 0.47 MidS 2.16 3.09 0.70 RLap 0.76 0,37 2.62 2 RLap 1.01 1.86 b. 34 WdS 1.92 3.09 0.62 RLap 0.78 0.29 2.67 3 LLap -1.01. 1.86 0.54 MidS 1.92 3.09 0.62 LLap 0.''78 0.29 2.67 4 LLap -6.X17 1.86 0.47 MidS 2.16 3.09 9. `79 LLap 0.76 7i. 2.62 UNSPACE LENGTHS: Bay --------- Minor ---------- ----------- Cb-- A Major I-Sup 1A,a1"1 MidS RLap R S up L,Sup LLap M RLap R&q) jAup LLap MidS R1 --- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- --- ---- --------- - 1 19A 14.6 14.6 24.6 0.0 0.0 1.13 1.13 1.10 1.00 1.00 1.011 1.00 KEN 1.00 2 2 1 ) . 0 0 0.0 11.6 Vo 0A 1.00 . .) 1.11 1 .. 00 1 cc? I . CID .. 06 1.00 1.00 3 20.0 0,0 0,0 11.6 0.0 0.0 1.00 3.00 1.14 KOO 1.0 KOO 1.00 1.00 1.00 7 0,0 0.0 14.6 14.6 14.6 1,00 1.00 1 . 13 1 .13 1. 1:3 1 . 00 1. Of) 1.00 1.00 U 1 4 LO 16 6, Art Design 4 t. ,..: 11.60T 3/21/14 3 06pnn, Ava i Q b 1 Rwinctivw' D ID��iud �reusqze _ AR7 ACTIONS: Bay Left I� Sop --- ----- I �5R 2 O.8O � O7O --Sbear(k )-------- Im�c 8igbt Gigbt I ap p ----- ----- ---- O7D -O8I -O7O O�I -O.7O -O G0 O.BO -O�8 S3'RENG3H /DEFLECTION: Bay -------Sbear(k )~----- -----Momeot(f-k ) ----- -Mom+Shz- Td Loc CaIo Limit OC Loc Calm Limit QC Loo lic ___ ____ ______ _____ ____ -_-- ------ _____ ____ ____ -_-_ I �Lep -0.90 1.86 0.43 BLap 2.08 3.7] 0.55 RLap 0,64 2 �Lap 0.78 1.86 0.38 LLap 2.20 ]'89 V 6 LLap 0.63 3 RLap -0'70 1.86 O.30 RLap 2.28 3.6� O.6�) O.G3t 4 LLep 0.80 1.86 0.43 LLap 2.08 3^73 V56 LLep 0,64 � PNBRRCE LENGTHS: Bay --------- Minor --------- - -----------Cb---------- Id Major LSnp Limp Mid3 Rhep R3up LSop LLap MidS Rkap R3o --- ----- ---- ---- ---- ---- ---- ---- ---~ ---- ---- --- I lB 0 0.0 O-O 3.0 I.? 1. C 1.09 n 10 }.75 1,1 2 20.0 I�3 4.0 0.0 2,7 1.3 3.I4 I.80 1.60 1.77 l,I ' 3 20.0 1.3 2'7 0.0 4.0 1.3 l.I8 3.77 1.00 1,90 1,1 4 l9.7 l.3 3.0 0.0 0.0 0.0 1.16 1.75 I,00 l - OO I.O I��� ID�wiod 3occioo _ Deflect(in) Calc Limit -O.42 2.G2 -O. 14 2.67 --0. 14 2.67 -D.42 2.62 / ' ----- --- Mom1/M=2-~--^ LSoB Uap Mid3 BIap I.00 I 00 1,00 0.00 D.7Q 0.00 I.00 0,00 A. to 0.00 1.00 0.00 0-�G OOO I.00 l.00 --------��ea" r(k )-------- -------------0oc�nc(�-b }------------- ',ef L Right RiYU pvr� is! Yid-span Bigbc Rigbc I -0, .68 D.89 0.5B 0.00 ��48 7.67 -2-29 -3�46 U141,O166A Wall, Panel Sun (Bay= 4) 3/21/14 3:08 pm PANEL DATA: Rotation Pane,'i Bay 1 a Type Gays YAM to i Pass H e i --- --------- ---- ----- ----- --------- ------ 4 CW6-80 cw 26.00 80.0 0.44 15.83 MOMENTS & DEFLECTION Span Span, Suppurt 1 ti d Calc Limit Uc Cuic Limit M Mn Limit 01-�� 1 3.75 WP 32.9 18 L A V 18 -240 134.7 V18 -0,03 N 141 0.05 vis 03.7 134.7 0.32 32.5 181.1 0.18 sh cc 0.50 WP 11") . - ,1 -10.3 334.7 0.08 -MM Chn 0.51 134.7 Ch 32 13,(` 1 8 w (3 ", 134.7 0 - 11 t") . C� v c wS -56,5 1543 0.42 2M 181.1 0.12 ch 02 95& NS -KC.0 1343 0.42 39.4 381.i 0.22 fn V, 0 . ' S '-'E� µ ',Tob No U'' Date 3,1 2a,.,0.1 Customer Designed By PJ Description ANAM 41 [)Wr. r,()PP()PATloN 1. 4 GIR'I' LAYOUT: Des Bay Bay_"Of I' set Design ---- Lap ---- ---- Max Load Locate id Id Part Start End Length Left Right Weight Id -- UC ---- Report ------- Rot --- ----- --- 3.75 1 - - 1 -------- 08Z067 ------ O 00 ----- 20.00 ------ 19.67 ----- 0.00 ----- 0.00 ------ 64.7 WS 0.98 Moment D 2 4 082067 O.00 20.00 19.67 0.00 0.00 64.7 WS -- 0.98 ---- llwE -------- D --- --- 2 ()7 . 1 ) 0 -------- i. 6 " ----- 0.00 ----- .� 1 , 2, ------ 5 . ,,, W S 0 � 7 b n IM o 3 r D 2 08ZO54 0�0 0 20.00 20.00 .I.25. 1.25 59.6 WS 0.78 Mom-4-S hr D 3 08Z054 0.00 20.00 20.00 1.25 1.25 59.6 WS 0.78 Mom+Shr D 4 08ZO54 0.00 20.00 19,67 1.25 0,00 55.5 WS 0.76 Mom+Shr ------- D --- ------ --- 11.67 4 --- 1 ------- -- 08ZO54 ----- ().00 ----- 20.00 ------ 19.67 ----- 0.00 ----- 1.25 ------ 55.5 -- WS ---- 0.80 Moment D r > .. 2 0 0 0 2,5, 1 1, 9.6 W!'� 0,69 MO 4 St's r D 2 5 9. E2 69 HK mi 1 r D 0 .5 WQ 080 momen WS ra Y 4 4", ' Ilk Job Customer Designed By 1 Description L.W.T. 4U)STPUCTION EEL 2612IN2 GIRT LAYW: DBlD ID:�io� �reasure _ GIRT 8 IDNS� ---------S�e��(� }-------- -------------�ou�o�(f-k >-------------- Bay Left Le Et Bight Right in t Lef t Mid-Span iight Bigb� Id 3n� �a� �a� Snp �o� ��� �co �oo �a� Sup --- ----- ----- ----- ---- ----- ----- ----- ----- ----- ----- 1 0�66 -O�6� 0�OO -�.28 3�83 O.00 �'7R� 0G78/����8C,ION: Bay -------Sbeaz(K >----- DeLle io) Id Lpc CaIo Limit QC Lou Calo LAW OC Lmc OC CaIo Limit __- ____ ------ _____ ____ ____ ______ _____ _-__ _--_ -___ _____ _____ . I L3up 0.66 3-57 0-I9 Mid8 -3.20 5'46 0,60 LI,ap 0.43 -0.63 2.62 nNB5AC8 LENGTHS: Bay --------- oor ---------- -----------Cb----------- --------- MpoI/ Moo,2---- Id Major Wupp ILap 0idS Phy) BSup Wup lisp Pid3 BIap R3up W04� LLap @id3 j0a� __ _____ ____ ____ ____ ____ ____ ____ ____ ____ ____ ____ ____ ____ _________ _ l I 19.7 O � 0.0 O O 0.0 O O 1 1.00 I OO 2 �O l D� I 0� I OO I D� I OS I 8O � ` . ', ' . '^ ^ . ` ^ . . , . , UOAD ID:Wiud, 3oction | GIRT ACTIONS: --------- Sbeac(� )-------- --------------�oo�nt(�-� >�-------------- Bay ',,ef t e t Right Rigbc Lett Left Mid-Span Bigbc Big h :� Id AT Lap Lap Sup 2aR Wp Mom 1"oc Lap SuP l -0.77 0.73 0. WD 3.6I 9.80 Q�OO STRE0 /DE FL EC' Gay ------- Sbeaz(k ) ------ ----Moosoc(i-k >---- 09wSbr- Deflect(W) Id Imc CaIo Limit QC Low (alo L1min Oc 10o OC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---~ ---- ----- ----- I LSuP -0.77 3.57 0.22 Kids �.6I a O 4� VNiBR&�E L��5�8S� �� Girt Design 2 qocam- ?,70: 0 /2014 3: Qp�ri GIRT LAYOUT: De s i, g n a f t. T d Part Loco t e LempA Le f t Right -------- ------ 4 08ZH? 30500 1 % 6`7 Ave i Qble c, N,", Factor Width braca tat_, ht Out ir'', it t, 4 , - 7 0.00 0,63 54. 7 GIRT ACTIONS: --------- Shear(k j -------- -------------- Moment(f-k ) -------------- Bay Left Left Right Right Left Left Mi.(, -Span Right Right Id Sup Lap Lap Sup Sup Lap 1400 Loc 'Lap Sup ----- ----- 4 0.66 -0.66 0.00 2 6 9. 8 3 0.00 STRENGTH / DEFLECTI ON: Bay ------- ear (k ) ------ -__-- Moment (f _k ) ----- -Mom+Shr- Deflect(in) Id T. Ca lc Limit UC Loc Calc Limit UC Loc UC Calc Limit --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- 4 LSup 0.66 3.57 0.19 Midi -3.26 5.46 0.60 RI,ap 0.43 -0.63 2 62 UNBRACE LENGTHS: Bay --------- Minor ---------- ----------- Miann 1, / Mora2 Td Major LSup !Lap MidS RLap RSup LSup LLap MiZl. -' L,Su f,, ap Mid RLa ---- ---- ---- ---- ---- ---- ---- ---- ----- --- ---- --- 4 19 ,7 O,0 Vo 0.0 0.0 0.0 X 1 , 00 1 . Of) 1 . Of) 1. 110 3 ...ti 1 . 00 1.00 VNE !D:Wind Suction 1 0 PT ACT ATS: k) -------- -------------- mnnm� --------------- i", 1L e f t Right Right Lef p Lei 1 N! a - Own kqho V gh P :3 P S 'Job No 0: 001 NA Date 1 Customer L.V.S.T, LAW N Designed By F'ANAM Description COMMUMIM LU CORPORATION E', MJAS R. '19,7 HA 19Z? 29,7 19.7 1.12 1.0 1AA 1.13 AA3 k0l) 1.00 1.00 1.00 Girt Desiqn 3 11wrate- 7 . 5 OKI 301/14 3 0 - - - - - - - - - - - - - - - - - - - - - - Bay Id Part --- -------- 1 08ZO54 2 OBZ054 3 08ZO54 4 08Z054 Des i gn Locate Length ------ ------ 7.5000 19.67 E 5000 2V 00 7.5000 MOO 7.5000 ]L9.67 Left Right Width 1.25 3.96 1.25 1.25 5.83 1.25 1.25 5.83 No N Factor Brace Weight Out In ----- 0 ------ 55.5 ---- 0.00 ---- 0.70 0 59.6 0.00 0.70 0 59.6 0.00 0.70 0 55.5 0.00 0.70 ld --- 230.2 Lap Lqv ----- ----- Sn Sup --- LOAD ID:Wind Pressure --------------- N Y Lef t f t Right Cyr Le t t Left Mid-Span i6qht Right ld --- &a ----- Lap Lqv ----- ----- Sn Sup --- Lap hKIT, Loc lap Sup 7 9 - 0 0 2.43 4',� 3 E05 0.92 -0.92 -1.01 5N 228 -1 7 6 10 Am ;n 24 3. 4 7 118 1.. '.` 9 -0. V 4 2. 4 3 - 1 .17 0.3i 0.00 e a 1� (,k, --- ---- ------ c Limi t ---- Uc �J.` n UC CNA c L d mi t 1 RQF ----- -0. 79 L.56 0.0 ---- ------ R! ap ? . 1 ----- ---- 71 0. ---- ---- 60, k1op 0.60 ----- -5_0 ------ 2 , 1 LLap 1 Ac 0.41 9. 92 . be 0. w! ap 1 . 4 0 hLq� 2 .24 t . V 3 . h Rlap 0. 4 V 1 LL4) 0. T? -0.20 -V 2b 2. 6 1 STRENGTH/DEFLECTION: B,,n y -----, ----Sliear(k ) ------ A Loc Calc ldmit uc I Map 0.87 1.86 0.47 2 Map 1.01 1.86 0.54 ,3 1,1,,ap -1.01 1,86 0.54 4 1,Lap -0.8 1.86 0.47 -3.82 -2A7 1.92 9.99 -2.49 -3.84 -3.84 -2.49 1.92 10.01. -2,47 -3.82 -3.82 -2.67 2.16 12.35 Coo Loc Calc Limit U C Loc Uc Calc LAM MidS 2.16 3.09 CE70 RLap 0.76 0.37 2.62 MidS 1.92 3.09 0.62 RLap 0.78 0.29 2.67 Mid,S 1.92 3.09 0.62 Ll,ap O '?S 0.29 2A7 Midi 2.1.6 3.09 0.70 I,!.,ap 0.76 0.37 2.62 c lla 1, p LLap MidS RLap RSup 1 19 A 14.6 ]A . 6 14 .6 0.0 0.0 .6 0 0.0 0.0 1 1.6 0.0 0. cl 4 19.1 3.0 0.0 34.6 14.6 14.6 c - - LSup LLap MidS Map Wup 1.13 1.13 __ . . . 0 1,0C 1.00 1.14 MO 1.5 1,0C) 1,00 1.14 i.00 1.00 1.00 1.00 1M TA3 1M LSup Uap /'Mlorn MAS - -- - --- Map 0 1 0 1 0 ,_. ?3? 09 1 M) 1AN) 1.00 N. M) 120 j 0 0 1 0 Mo Voo 1 0 0 1 0 iJ U a 4 M 6 W"", 4 31V114 3 : Uqn Customer �T� 6 M� " "' "' " 1 �" 1 ` �" 111,1111 escriptilln I��D ID���od pzes�o�� _ GIRT ACTIONS: Eay Left Id Su� l O58 2 0gO � O7O A O�O --Shear(k )-------- Wr Right Bight Lap Lap Sup -O.8O -V9O D�7O -O�6l -0.7O 0�80 -O.50 STRENGTH/DEFLECTION: Bay -------Sheark ) ------ Id Loo CaIc Limi t DC ___ ____ ______ _____ ____ I BIa P -O.BD I.@G 0.43 2 I.Lep 0.70 I.86 0.38 3 Bkap -5.70 1�86 O-38 4 ILap 0^80 1.86 O^AJ D0BR8CE LENGTHS: Bay --------- Minor Id r TLS up LLmp MidS ~-- ---- ---- ---- ---- l l97 O0 O,O O-� 4.0 0.0 3 20.O I.�3 2.7 0.0 4 I9.7 1.3 3.0 0.0 I��D ID���m± 3no�ioo _ ---------_----Momeot(f-k )-------------- Left Left Mid-Span Fight Right oap &ip L ,'i r, Sop O,0O -2.23 7Z?I 2.04 3.l� 3I� 2.20 -l.11 IO.�4 I�6 2l8 �3.I4 2'00 -2.23 1l^96 0.B8 -----Mmment<f_k > , Deflect(in) Lmo Calc'Limit '~UC Loc UC Calc Limit _-__ RLap ------ 2.08 _____ 3.73 -___ 0,56 ____ RLap ____ 0.64 ----- -0.42 ----- 2�62 LLap 2.28 3.69 0-60 LLap 0.63 -0.I4 2.57 ��a P 2.20 3.69 0.60 Ri,ap O.63 --0. 11,4 2.87 LLap 2.08 3.73 0.56 LI,ap 0.64 -0'42 2.62 RIep RSop 3.0 1.3 2,7 I.] 4.0 l'J TO 0.0 ----------- Cb------------ L3op ILap MAR RI,ap BSnp 1.00 1.00 1 0 I.75 I.IG 1.14 I.80 1.00 1,77 I.18 I.I8 I.77 1'00 I.80 I.14 1.16 1.75 1.00 1.00 1,00 --------Moml/Mmm2 ldau MKS P7, l.O Q I�OO O�OO O.7O O'OJ 1.O0 O- OQ O.G2 0.00 l.V0 0.00 008 0.1 I�OO I.00 My «z oc zze �oo ---- �al� �iodt ------ ---- D� ---- �ou UC ---- ---- Ca 1, imi� ----- ----- Mids 2.48 1.09 0.80 RLap 0.70 0-40 2.62 jAap -2.45 A.4I O.55 LL,; O.69 0-I5 2.67 RLap -3.42 4-41 0,55 RLap 0'69 0.I5 2.87 Mids 2.48 3.09 CE80 LLap 0.70 0.47 2.62 UGEgUCE LE0G%U3, d ^~^~^^~^ -~- S -,i;i faeao Beigh� Goy ---- Minor ---------- ----------- Cb----------- --------Moml/'Moo�2---- _____ 80.0 Id Ma jor L'-ep0i�'S 8Sup I,Sup LLap MidS 11� L a p RSup �ulp L I, a p MJLcIS IRI,zip I 197 �5.3 I5.3 I'5 VO I-13 1.13 l-13 1.00 1.00 1.00 I.00 l.00 I.OQ 2 �U.O O8 O.O I08 O� OO � 20O OO OD lO.8 OO O0 A I97 OO O8 l�3 I5.� l53 1 Q 1,O0 1,14 I.QO I.QD IOQ IOD I.14 l.n� I.00 lOD I�O ll� II� ll3 I.DO l.O� I.00 1,00 I.O0 I OO l.00 lOD l�O l.�O %.00 IOO O14LOI66A Wall Panel Summary (Bay= 4) ' ' ' 3/2I/I4 3:08lxo PANEL DATA: ' n�����rm = �n ��� ' Bay Part "ope Gap d ^~^~^^~^ -~- S -,i;i faeao Beigh� ___ -------- ____ _____ 4 CW6-80 Cw 28.00 _____ 80.0 _________ ____~_ 0.44 25.83 ' MOMENTS a DEFLECTION: ---------- ft)--------- ' S 3pmo Suyj'oct' Midspao --- Deflect(io> -- Id (ft) !oad Calc Limit Oc Celc Limit OC Calc Limit UC I 3.75 WP 32,9 I81-I 0.18 -24.5 134.7 0.I8 -0.0 0.50 0.05 wS -43.7 134.7 O.32 32-5 181.1 0.18 0.03 0'50 0.07 2 3 �37. 9 l0I�l 0.16 -10.3 134.7 0.08 -0.01 0.50 0.01 �S -43�7 l���7 O�32 I�.� I8l�l 0-O8 Q,UI 0 0.02 3 4.I7 W 4Y.1 18I.1 O.23 -I5-1 134.7 0.1I -Q.QI 0.56 0.02 ws -03 134.7 0,42 20.1 18I.I 0.31 0.02 0.56 0,03 4 4.17 WP 4?.l l81-1 0.23 -29.6 134.7 0.22 -0.04 0.56 0,07 I34.7 0.42 39.4 181.1 0.22 0.05 0.56 0.09 WP - Win 1 grvso:c� _ B a i s WS YK! k S A„ S '�AUS07 �t Forp d "J -," ,, ,. CODE: Wind Code Seismic Zone MOD' Ol." ELAS' Hot Rolled Ste Ell C-oid Forme Sleel 1BC 09 B, 29000 AM 29500 �ksi MAMA Cc & 2 pn P-4 id locate Coll 0.7 Co 1 17.5 Col. 3 34.3 -1 ----- ------ MI. RaE2 Part w8x1O W12SO89 w8XIO W12SO89 W12 89 b DeDth Thick 7,48 0.170 12.00 13ga, 7.48 0.170 ----- 12.00 ----- '1.3aa 12.00 l3ga w i d t1h '1 h cyk 3.94 OA05 3.63 1.3ga 3.94 0.205 3.63 1.3ga 3.63 13ga 1C9 16.3 14.9 17. 6 Un 6 We i q h 148.8 100.7 148.8 108.6 108.6 Total= DESIGN ACTIONS/STRENGTH: 615.61 Qj C L i m i i't- 0.00 1 d id Calc Limiv CA A; 1 z M. (e "Ll i 0.57 67.75 0.00 lb.81 roll 2 2.41 67.75 0.00 2VU Call 3 3.33 67,75 MOO 26.0w Coll 4 2.50 67.75 0.00 A.& Coll 5 1.95 67.75 0.00 10.93 Cc!] 6 2.64 61.75 0&0 26.0 Coll 7 2.02 67.15 10.00 ;OA? CAl 8 -1,70 75.42 1.22 20.0 Coll 9 -1.70 75.42 -1.44 O'BA Coll 10 -0.88 75.42 K22 A�A? Call 12 -1,70 15.0 K0 2y,,l 22 615.61 Qj C L i m i i't- 0.00 19.70 0.00 19.70 0,00 1 9 nAQ 19.10 0&0 19,70 0.00 19.70 38 4.526 .... 0.4 2 0 . q0, -4,53 In . 4 3 C; Joky No Late f! CANAM Customer Designed By Description .'' .., .. . L BUILDING C S I . _ ,. . .. w .. .,gym._.... -...« ,._ ... » .. ,_.,. 0 . s.. fit, 2, ,. 2 �3 4 (j 3 20,30 ,,. , -. 2 0 ._ . . ., _ ...£ . 1. vY r-t C. 2 ,... ... ... .. 8 IL ., .;{ 4 . c 20 . 30 '} 3 . , 1, .� t . ., t v ..Ww .. ..._ .;.� ryry, s Coll 3 9 1.73 67.75 "75 -- 1.0 26.83 4.03 20.30 Cell, 40 1.40 67.75 0 .91 26.83 -3A0 20.30 Coll 41 1.91 67.75 O: 2:1 26..8 - 3.40 20.30 CO31.1" 32 1.40 67. } 26.13 4..03 2t`1...30 (, O I. 7,. 43 r. 1... is 1. 6 . 1 , , i8 26.83 4 20 J 2n co"Ll 46 1.1.1 67. 0.9„4.. 2. 6 . 8 .3 - 3.4 0 M 0 C oll 47 1.11. 67, 75 -1.08 26.83 4.€33 20.30 Coll 48 0 .50 67. 75 0 .... .1.. 26.83 3. a0 20.30 .. 'Y. f 41 , , -t r 7 x - 26. - 3 .40 20.30 . , ..... :4 0. .� . 4 . 0 .�� I. « ..' 0 1.29 6 , ' 15 - 4 ,.. n l , .. 1 .. _. . .1.. 83 ... 4, .. I ,,: .. i...i ..'s 9 ,..v . 42 » '4 r'1. C t .... �t , � 8 ._..., .. 0 / � 1 8 : %v . 3 ,.., .3 , Job No ,, . A (Yr1 Date CANAMDescription Customer Designed By S TEEL BUIDING CORPORATION ,.. .. ._. 1. .�..y . U Y 1 °x 2 °M c 9 f � .... °: .., 1 P {�`. x.« .. .... Y .. ikr itb t_ C.o12 i9 -1.x.6 59.74 2.70 5.48 11.00 12.46 C: a t 2 20 1.15 15 . 1 7 1.85 5 . 48 - : 1 6 1.o..5...+" d_1 1.15 k., 7 - 2. 0 3 5.48 8 .25 } .2.4 12. 4 6 C;o1.2 1:1 1.15 15.1..7 1.85 5.48 -7.54 12.46 c,o:E2 23 1.15 15.1°7 _2.0 5.48 8.25 12.46 Co l,, 25 1.15 15,,1'7 T2 . V M3 .�.4 8 .25 M2 .46 Col,2 2 6 1.15 15.1.7 1.85 5.48 -7.54 12.46 „t.i1. 27 11 -15 15.17 2.03 5.48 8,25+ 1226 Co 1.2. 18 1, . 17 1.`x.17 1.85 5.48 - 7 ..54 1 1,.2.46 Co u,. 2 9 2.12 ' 5.17 1.85 `3 . 4 8 --7.54 12.46 3 .. �,. 1 .43 Lr 2 18 ,.. ... .7 ,,.,...., ... .. ,. ,. .. .. 4: Job No CANAM Customer a..�``.... Designed By Description _... ... Y ... ..... .�. .. - 2, f } .a e .., .., _ 2. 0.., . , .. .. ... s .. .. ... ,.. �. .� .. ...... 4 2, , 0 5. 4b" .., 6, t .t ... . , 4 .. 4 5.48 5 ... , ,., C 0 i.. r;: 71 {. 9 1. 1.5.1.7 0.0 5 .48 0. (Jo 14 . 8 t'o!2 72 0.41 15 .17 0.00 5.48 0.88 14.78 C o1.1 73 0.41 15.11 0.00 5.48 0.08 1.4.74 Col,2 74 3.95 15.17 0.00 5.48 0.00 14.78 C t x)1. 75 3.95 15.1'x 0 .0'0 `:,.48 0.00 14.78 c C 0.57 ) 1 ;,`, 1. 6 i . 7 5 0.0 /.... 6 . 3 0 . 0 .. 9 . PF g 0 . ... �. r ,.. tut . 00 t., 8 ." ,. .� i .� z , 3 C oi...3 4 2 .50 6.7.75 0 .00 26. 0. 0 0 1 9.70 Co13 5 1.95 87.75 B 00 2 6.83 0.00 19.70 Co'13 6 2.64 67.75 p C Co13 7 2.02 67.75 8.50 763.83 0.08 18.70 ' 3 8 -0. 75.42 1. 22 26 . 8 3 _ 53 2 10 t t - 1 . 4 4 h '1 1 Yl " try ,} . P ,. ;5 d1 21. . 8 ., .„ . e l` y , 1 .,, 3 42 4 £ 1 1 6. 8 3 m , ..r 8 a`, j .1 8. 0 . _. 1 I'd k. i `. ,... . .. l ...,f a. 7 (1 .n , P 4 i 0 . .. 2 83 v i Job No Date " CANAM "-" k; "." § Customer Designed By P",Hw Description S i EEL- I INN COLP0RATV3 .__ -. .., �3.., r .... . 4 „.. 4 . 0 . :. . a 40 at, ,. "C 4, 03 0 ._,. s0, 2,a. 0 .91 ,3 . 0 2 " ? .. E , l t E.,ti I3. t3 id 0. iO 6'7.75 0.91 . 26.. - 3.40 20..30 Co13 51, 0.50 0 6 7.'15 _1.08 26.83 4.03 20.30 1:o13 52 0.'78 67.75 0.91 26.83 -3 20.30 Co1.3 53 1.29 67 »75 0.91 2 -3.45 20.30 C o.a.3 54 0. 78 67.75 -1.08 26.83 4.0 20.30 Co1.3 55 1.29 6 --1.08 26.83 4A3 20.30 . o.13 56 - 1.01 7 1...2' 26.8 - 4.5 3 20. 1., o ?..;3 58 l.. 8 3 75.42 1.: 2 2 26.83 - 4.53 : 20.3 Co1.3 59 -1.83 75.42 - -1:44 26.33 5.38 20.30 tuo13 60 °1.171 75.42 1.22 26.733 -4.53 25.30 tt o!3 61 -101 75 - -1.44 26.83 5.38 20.3 .E, 13 ,, -1- 7 r . "s 2 1..22 26. -4 53 20.3 x. .3 4 . `? 3 .: i .. fir ._ . .. td I .. :r "s ^'.6 a ,:.5 �`y ,38 21...;.0 00 2 S 000 Cnl . i ... C ... ... �,.* 1. V .. ,.. Job No U i A Da te 3/21/201 C AINI l A Customer . .., D"i neck By a a 1 v ... 99 ... .. i. .. , . Y., ..... 1. Ra f 1 i4 19 24 8 i y- t f . l ' 9 5 Y t -'+ 5. Ra 9 ! 8 ,. . I q 1 21 - 2 .24 t ida .' 1 x.. 9 0. 19 .. . . 8 .. . . L '2 . 4 8 _. ... ..... 1 6, A f1. 20 v .. s ,. 4 .;i1 ch 29 48 a_.2 3 32f .1 6 Ra ft 22 0.,1, 4 2421 CK R 9 Z 6 E 7 4 12 . d ;, R a . ! 2 .. th 14 . _ _ .. . t, :, . „ .. R . 28 ,. 0.41 24.81 -- 1 .75 5 7 .34 12.46 Rafl 29 1. 08 24.81 -1.. 1 5.46 4.66 12.46 Rafl 36 (n02 24.8 -0.95 5.48 3:99 12.46 Rafl 31 0.02 24.41 - -0.31 5.48 1.31 12.46 Raft 32 0.02 24.61 --1.77 5.46 6.54 12.46 Rafl 33 _0.13 59.74 -1.36 3.48 5 .70 12.46 Rafl 34 0 .02 24 - V2 .) 5.48 O. ^14 12.46 Rafi 3 6 0 .07 2 4. 8 1 0 .41 5 .48 . "1.73 12 . 4 6 Ralrll. 37 0.09 24.81 0.46 3.41 -1.69 12.46 Rafl 3 8 0. 24.81 0..41. 5.48 - 1...72 31 1 2. Rafl 39 0.07 24.81 0.40 3.48 -1.70 12.46 Rafl 4 0 0.09 24 Rl 0.18 5.48 - 0.76 12.''x,6 a .1 £ .,. 42 . . 1 24 Al ... .. ., x : t ..... ,. .�... a Rafl 43 ONH 24.0 0.12 5.48 .92 _ 12.46 �. to ) G„ ..,... . .. .. z.. . \�4.} 8 C4.S ..� » t 4.e - M44 ... ..Fl Lt \ M 4 0.14 , . A - V83 .1 . 48 12 . .M f x.. 5 .. . .. ,. A x_ -M 5.41 - 5.49 12.46 �'�C.i � «y 6 . 44 a_ ,� .._� n 5. 8 ti. 9 i" 2. R a d 2 8 -n .& S 5n - 0.52 5.48 - 2.1 12. ! R M t 0 24 Q 4 H, x:z _ RM ., ._ x 5C - 8.1 8 Sri STRENGTH RATIO: Job No U 2 W t Ds to It 21/ .. _., M_ Id Customer x.. , . n . , . Axial Shear Designed By MW Moment Moment "lic Description EEL €JQ BIRATI _...�_1-__ 0.0 X00 Y,� « � o 0.00 Pa f �. _` 24 . x_ ,... -2 .0 p} .. 4 ..1 ... ... .., 22 w ., 0 . .. 4 ._'t . 8 9 ' 24 A ... ... ... �. . _ . a>' x.. 2 ). 1 m4.' 1 2 4., -t: n fiaf r., 28 0.02 24_,3_ ., 005 0.22 1 .,. A6 A, R a x. U 0 .02 2 4 . 81, ,_ 4 8 a_ . 3 . § is 0 0.01 0.05 0.22 0 .t._ Call I 1 0 . !. 0. 05 () . 2 f= 0 . " 1 1 - 1 1 I t.1 ,t, ,,... 32 - 0.15 N i . ! 4 1.36 4 5 .44 .. 12 AG RM 33 0 .02 24.81 ,I _. 34 0.02 24.81 , . ,... n.41 QM 12.46 . . . U _. 24. . �.. .... •.§ .. t.. 02 .. ., .. a t e�? G� ,3 9 0.05 �. 4 ," . - 0.41 � . 48 -E � t' . ✓.': . 1 2. 46 a 2 ^�.k 6 t Wit it 4 0 � S.t r ir 7 2 4 €I l f� - n . �1 t� .C.�7 ,. 48 - 0 .72 Ra ft 41 0.09 4,t --V18 `) 48 -0.76 12.46 �?.a t 3 42 0.08 24. -0. 5.4 8 -3.92 12.4 a.t2 43 Q.. 23 24.�,k i.9 L:... 4x8 - MGJ 12.46 STRENGTH RATIO: L oad A0614 ... L ., .. _., M_ Id Id Axial Shear Mome n t Moment Moment "lic 4,.01..1 0.0 X00 Y,� « � o 0.00 0 . � � 4 C01.1 3 / p} , 0.04 Coll 8 0.02 005 0.22 0.23 0.23 0 0.01 0.05 0.22 0 .t._ Call I 1 0 . !. 0. 05 () . 2 f= 0 . " 1 1 - 1 1 0. 2b , .a. 1 _ , . ,... 0 . 0 5 ._ 2 t.t < Z,;' . . . . �.. , t.. 02 tfi. `. 4 t .. ,.. .,... 0.7 �} 0.05 ^, 006 . is V 02 ,.., .. j o M1 OM 0.1 . P" W1 21 C" 0 0.04 .20 _.. w .. Fob No 01 ow, 4"", Date 01 Customer 7.0a�T. Cowl Designed By c Am escr.:.�.}1,.io ¢¢ jam�}} /" C o l l CIO 11 3 S o1 V03 . .. ,. . s .. 0 . ci . . .. . . 1 , .. . 2 G 1 18 col i 15 ( _ 36 1 00 f t .w 0. ,. . it 11" ..} . _, ... ". _ i8 ,. _.0 "', .1 38 Cal . .. 39 E _ b . 1y ,. 0.20 . . < _ . .. ,_ f. . l u (h , r ! 0.03 Q. . C" 1 I t 18 ij Coll 45 0.01 0.04 E20 0.20 0.20 Coll 46 0.0 0.03 C:.s;` 0. 18 0.18 or..1 47 0.02 0. 04 0.20 0.21 0.21 ('011 48 0. 01 0.03 0.17 O; 17 0.17 C oll 49 Vol 0.04 0.20 0.20 0.20 C«11. 50 0 .02 0.03 0.17 0.18 0.18 C oll Coll 53 OA2 0.03 V 17 0.18 0.18 Co ll 54 0. 01 0.04 0.20 0.20 0.2 Coll l 56 0.02 0.05 0.22 0.23 0.23 C oll . 57 0.02 ; 05 i� 26 0.2 0.2 e� 5 . » �, 0. ... ....,. KI ... :... .. .. _. ,.. . .. t'T ... v ...... .. a 4 tip _ 0.02 ., 0.05 002 .. . .. .. . ...... C oil 61 T 0 0. 05 "t Coll 62 K 01 0.05 V22 0Q, 0.22 Coll 63 Vol . t1. t1" 6 0 ._ .2 p♦♦ . ,. 0 A 0.05 ..._ R M 0 .2.1 Coll 65 Vol l . 0 [, ... i . U ... 0.22 _. __ 66 0.02 0. 1 t. . c .. 0 A 0. 2 '," . . . < 6. �... () .. . _ , , . ..._.. C _ . V ol . O. . . , 0 . „ ,. .. .. Call M 7 0,01 .. u c . PC Q'.. n. . .. 4 OEM 3.20 04 K MU Jab No Date 4 CANAM Customer Designed By ,.,•> Description , ,O, TEFL BUIONG C OOP Tl2N - ... \ C . ,tea . S 4 3 _, 4% . . <.. v .. . .. l_ C ., x.i 24 0 08 0. 34 0.60 0, 68 0..42 0.68 ,+ / ry Col-2 26 0.08 0.34 0.60 0.68 O. 4 r.,''. 0.68 Col2 27 M8 0.37 0.66 0.74 0.46 M4 C o 3,.? 29 O.1 0.34 Q 0 .66 . O 0.74 . `� 4 C . 4 C? . "3 4 C ti � 1 -../� 1. }} ��%w y? . p it U 0.37 0 .74 0 . 0.74 < C o 1 W_: .3 .3 0.16 0. O. 6 33 0. O . °3 6 0.83 ( p .,P D (V"" t p p i.. o 2 35 0.16 0.37 0.6 M3 3 C3. 4 6 O.83 16 0 T7 ,. .. .... . ,..� .,. ...,%4 L . 6 0 » =3 (; ... .. ., . . .. !1 (E16 J.b No U' Date _" Customer N Designed By �'H% Description l_,, ANA L( CORPORATION '' 0 a Cs 76 x 4 0, 6 88 0. OA8 86 0.00 0 06 0.00 �" 0 6 0 00 0.06 0 l.5 5i 0. 06 0. 00 0 0 0.1011" 0 0 3`1 0 00 0,05 0.00 0.04 0.00 M3 0.00 0.04 0.00 0.03 0.22 0.22 0.26 0.26 0.22 O23 0.26 O.27 0.22 0.22 0.26 0.26 0.22 0.23 0.26 0,27 22 0.23 0 2 U 4 0 2 6 1 0. 26 0 2 0. 1 0. 20 n 0 17 C? 0,20 I A is J 6 0 6b 84 0 61 J. 84 6' 0 . 8 0.06 0 . 0 V-"' 0 06 0.06 \J, 03 0 0.05) 0.04 0.03 0.04 0.0 0.22 0.26 0.23 0.27 0.22 0.26 0.23 0 2' 0 . 0 . 2 0 , 17 0.21, 0 0 2 0 0.20 2 it R I I kh D. 4 0; 4 9 DI v 6 L. 0 0 6 0 00 3 00 Co13 3 0.05 0 00 C01.3 4 0.04 000 Co13 5 0.03 0.00 Co13 6 0.04 0.00 Co13 7 0.03 0.00 Co 13 8 0.01 0.05 1 3 9 0.01 0.05 J Co13 1 1 0.02 0.05 Co13 12 0.01 0.05 Co13 1,3 0.01 M5 Co13 14 0.02 0.05 Co ll 3 15 0.02 0.05 3 Ij 2 0 4 'J. 4 3 0 '' 0 a Cs 76 x 4 0, 6 88 0. OA8 86 0.00 0 06 0.00 �" 0 6 0 00 0.06 0 l.5 5i 0. 06 0. 00 0 0 0.1011" 0 0 3`1 0 00 0,05 0.00 0.04 0.00 M3 0.00 0.04 0.00 0.03 0.22 0.22 0.26 0.26 0.22 O23 0.26 O.27 0.22 0.22 0.26 0.26 0.22 0.23 0.26 0,27 22 0.23 0 2 U 4 0 2 6 1 0. 26 0 2 0. 1 0. 20 n 0 17 C? 0,20 I A is J 6 0 6b 84 0 61 J. 84 6' 0 . 8 0.06 0 . 0 V-"' 0 06 0.06 \J, 03 0 0.05) 0.04 0.03 0.04 0.0 0.22 0.26 0.23 0.27 0.22 0.26 0.23 0 2' 0 . 0 . 2 0 , 17 0.21, 0 0 2 0 0.20 2 it R Job No Date Customer Designed By Description ANAM �ml3 �ol� CoI3 �4 �5 36 OO2 OO2 O�3 0�3 O.O� O.O� Dl7 O.�0 QI7 0.%8 D.2I OI8 O,l8 OZI O.l8 OI8 CoI3 Col3 �mI� CoI� �G �9 AO 4I O.02 D�2 DO2 UO� OOJ O04 0.O� D.O� O I7 02O 0.l7 DI7 DI8 82l O'l8 �I8 O2l �.lW O.IR rol3 Col3 4� 4] D02 DO3 OO4 U.O4 O2O O2A O3I O2I O 3I O'21 Col] 44 OO2 003 Ol7 O.IR U. I8 Q'2I Col3 C ol3 4b 46 0�O2 O0I O�J4 0 .O3 O.�O O.l7 O.2I 0.l7 O.l7 O.O4 20 O.2O 0 .2O �nl3 48 �.O2 O.O3 O.I7 Ol8 �.I8 �ol3 49 O.82 OO4 0'2O O.3l O.2I coI3 0 1 �ol� Col] �ol� 5l 53 �3 00I 0Ol 003 O.O4 O.U] O.O� 0�O Ol7 Ol7 820 CI7 Ol8 0.20 0.17 0I8 Col� CoI� �ol3 [*l] 54 55 5� 57 0 Ol D O2 ODl Q.Ol OD4 g 0o O.O5 O.O O 2O OZO O.2� 0,26 O2O O2I U�2 Q.26 �2O �2l O.22 0.26 Co13 58 0.02 0.05 0.22 0.23 0.23 Co-13 59 O-D2 0.05 0.26 D.27 0.27 Col3 60 0.01, 0,05 0,22 0.22 0.22 ' col3 61 ;.Ol 0.05 0.26 0,25 0,26 ' CuI3 62 0.02 0.05 0.22 0.23 8,23 Co13 63 0.02 0.05 0.36 0.27 0.27 Co l3 G4 O.O2 O.O5 Q.22 O'23 O.�3 CoIJ 65 O'OI 0.05 0.22 D.22 0.22 Col3 68 0.02 0,05 0.26 ' 0,27 ' 0.27 Col3 67 O.DI 0.05 0.26 0,26 ' 0.26 CoI3 68 O.Ol 0.00 O'QQ 0.01 ' � 0.0I CoI3 69 O.OI D.00 0,00 0'011, 0.0I 70 O D 0. ('110 D.QI 0. 01, O.Ol �ol3 Col3 7l 72 O.Ol O.�Q �OO U.0O O.�O O.00 0OI Q-OO O.0� �oI3 7� O.00 OOQ OOO O.OU 0.00 Col] 7� O.O2 O.00 D.00 O,O2 O.02 CclJ 75 OO5 0.00 O.00 0.O�D O.05 Ba�I l 0.QI O.]G O�7I O.7l U.40 �.7l 8o�I 2 0Ol O54 l.00 l.00 D.89 1.00 �a�l 3 O.OI O00 U.74 O74 O5I O.74 8a�I 4 O.O2 OOA OO8 O.O9 OO5 MO9 Ra�l R':�l 5 � OO� OOl OI3 O.I5 O.24 O28 O.27 O�8 O.I8 0.Ig O 27 ��B RaII Ra�I ���I �a�l 7 0 B ll U0l OOl O.8� QOl O.24 OO8 OO9 03I O44 O.l3 O.lB O.57 0.4A Ol3 UI7 O.57 U�O O.IO D.I� D3� Q.44 OI3 U.I7 O57 No 4` Dates CANAM Customer Designed y Description ary� L UN G qty �^p{qp t. a 1 .... .. .. '�. ... _ . ,.. . , R f 1 , ' 22 � . . �, . 3 is i ,r„ p 1 ., d C 0 .a 4 6 r k Pa " a ,... 1 " r, R a .1 26 0 ..:: 4 P" a k 1 '. '[ 0 , ti 40 0. i R n f i. 28 0, 02 ,.., 60 26 4 11 L14,1 A t .. 4.� 0.0 itt -.� X 11 " C.} i. ✓` ,y1 �0 t �.r �s` yy. y Ra f .Y. ) /�^' ,�3 U 0 yi 0. 0 8 O.14 }}t Y,3 O,14 4 jt.'.�" yf^`y! i V f ! 0 .. 0 0 0 . � �' O.14 . 14 r O . C 9 ,�. p Ra a 2. 1,. S 7 38 0.0 l� . l,J P 0.14 ,O V .14 , 0 . 0 0 0.14 . , �. �R Ra ft 3.1 ; � �„tO 0 .07 0. 0.14 �.t+,. ( 0 0. 0 9 0. 14 Raft 40 0.00 0.03 0.06 11.0E 0.04 0.06 Ra 1 41 0.00 0.03 0.06 0.06 0,04 0.06 R L 42 0. ... 3 , .4; i: ��. . 6, `y' 0.9 Ra f 1 43 0.00 0.17 0 .3 0. 31. 0 . L H 0.31, Raft 1 0.01 0.38 0.71 OJ 71 0.49 0.71 Ra f2 ✓.' 0.0 0.54 1 ;1.. Ex :? 0.69 1.00 Rc ?f2 3 0.01. 0.4 0. 74 0. m I 4 0. 51 0.74 Raf c 4 0 . 0 1 i".. J..5 0 .28 0.28 0.19 0. 0. G =4 i':... 5..2 0.04 i '..,_ sy in n . _ � , s " . .. 0 , .... . .�. y R ,i, .2 u ..�'., r k ; ._ 1 0 0 u C 2 ^ R ,_. a. �... R „ �, Job No ULH Date 7 An 2 . �a CANAIYI Customer Des3,gned By F�IHW, Description <.... R ...._ 23 24 0.04 0 . 14 . ,. 0 .., ,. 11 . ... , .1. .. .._ .. . _ ... ,. ,f ,.. . ,.... . - 29 0 1 0 32 D . 59 t ). e . 7 32 moo 0.06 ...„ : 01 1 4 P ,.. ._ +C) 0. 0 . . . r ,. ", ._ 0 . 3a._ 3 2 0. 0.25 l . a6 J. 4 .. ,... _ 0 . , . M 37 iS.00 0.08 t. a. 0.14 .as . e a..,5 3 `„` 0.07 .- E1 .k. `0.14 0.00 . 1410 ' ttt... 4 0 { T 044t 0..03 t l .06 0.06 .. N 0.0 ...M 41 0.0 0 . tt 3 V06 6 ! i} f;Y: 0 .0 4 i n ,. Ropy 42 0.00 0.17 31 COLUMN REACTIONS: Load In Plane Out Plane 1d . id Vero A I`v.. / dAorz S k j dior+M'„ 5 !, @ 7 Coll 1 .57 0.00 0.0 Col 2 2.4 6 . 0 0 .0Vq. C 3 3.33 0.00 0.00 .5.l x. 2.50 C, 00 0 0" Coll 5 1.93 0.00 0.0 0 C;olS, 6 2.64 0.00 0,013 C01.1 7 2.02 0.00 0.00 C v:.)1.1 9 ._1.55 0 .0 0 1.44 C ..' 11 1. 0 - i ` ..? . +' 0 . 0 0 0 ..i.. . 2 Cu ll 11 - 0.73 w k h 0 ._ . 4 ... ._ .. ,,... - 1. 55 .h CHI - 1 .0 . C a l l 24 -0.73 5 . ,F 0 - 1. 22 Co ll E., _0 V 00 1 .41 Coll 17 4 0 . Oil is - 1.1 8 v(A) 1 . 4 4 C o l l . 9 -- 0.49 ,., . .' 4.i .... tS 4 . ,. 1 . 0 <`4 )) ..) k) ,. ,. w 1.08 24 (l. n 3 ,... .. . ... CO. .K 25 0. 43 V CG 1 .. 0 ova Ica .,_ Date CANAM Customer Designed y Description STEEL BUILDING CORPORATION .40 ,. `t 0 .. 4 w s 91 Cf, .. ... 't coli 52 0.78 0.00 -091 C0.1.1 5 3 1.29 0. 00 —0.9 1, � X� 0 Coll 55 129 0.00 i08 Coll 5 -1.74 M O -1.22 t °+., 1, l 1 59 — 0.92 0. ir F 0 1.4 C,011 0 -1.74 0. -1.22 ^- p C° 1 L 63 — 0 .92 0.00 1-4 w a 1 6 4 4 .,_ s . n . ... ,.. , . _ ... .. } ._ 1 a 6 9 `. 7 2 0.28 0 Job No Date CANAM C ustomer ;(EN Designed Description S TEEL BADING CORPORAM 12 .. . .. ,. �. ., ,.0 0 00 0 . .. 0 � t .l. 2 . t t 2 t. 3 y 1, ( 0.00 ; (1 Cc,12 32 2.43 MO -185 Co12 33 2.43 0. 00 2.0 .E Col.2 34 2.43 FF Cc,1 35 2.43 X.0 2.0 Col, 36 2.43 0 f 0 . . _ .. 0 _ ..t 3 Co l 2 . 3 iJ 2.43 0.00 — 1. 8 5 C.�cl1 4,.. 3A0 0.00 — 1.8 5 —40 000 2.03 . 4 $ ,y t . . GF ,.. 4 J C 1 10 Cl ..... .. . n ... .. O f n h -F . 3 t m' No Date CANAM Customer Designed By Description , 00 G %' .J ;+ x 0 C F U it i 00 95 00 0 00 n r ., ld Y.} ,r 4 �� 0 0 0 00 0 00 0 7 0 t (c 5 9 -0. 73 01.00 1 4 C01.3 10 -1.55 0.00 -1..22 1.,, o 1.,,.Y 11, — 1.55 0 x 0 0 1.44 y- Co13 -°0.73 0.00 1.44 Col3 14 -1.53 0.00 _1.2 C . 13 15 1.55 0.0t S. .44 ry 4 l,,J 3 2 0 1.04 0.00 — 0.91 r 2 1, 1 . 04 0 .00 1.08 „( 4 3 ... .. ... 04 . 0 0 s..0 ...... ,. . 6 0. 4 MO 7 O ° 0 . 91 .., s 0'.,. . .. .,.. , . , .... '.. .... ill 0 1 « 08 ri„ 1 i € 1.0s .. ,. .. .� ... .i 1, ANAM Job No Date 21 3, l Customer Description CmlJ �ol� CoI� Col3 Col� �m�3 �ol3 Col3 Col3 �ol3 AD 4I A3 4� 4A A5 47 4M 49 5O 1�O l9l l.40 I9l lll l.lI O.5O l�% I.lI O�� �OQ QOO O.00 �.0O O.�O 0.0O O-O0 OOO O.O� OOO -D9l -O.9l I.08 IOG -O.9I I.OG l08 -O9l I.88 -D.9I �oI3 �ol� Cul� 51 �2 5J 0.5O O70 l.29 8OO OOO O.0Q I.O8 -O.3� -0.9I �oI] CoI3 54 55 �.78 l2g O.�O 000 IO8 IO8 �ol3 56 -0.92 O00 -l2� �ol3 Cul� Col3 57 5B 53 -O92 -l.74 -174 D.00 OOO U0O �.44 -l.2� IAA ��l3 Col3 Cwl3 8O �2 63 -O92 -l.7x -I'74 0OO 0.OQ 0.00 -I.2� -I.22 1.44 Co13 64 -l.37 0.00 -1.22 Col,] 65 -0.68 0.00 -1.22 Co13 68 -I.37 0.00 1.44 Col3 �7 -0.68 0.00 1 1.44 CoIS 68 0-59 O.DO 0.00 Co 13 69 0.60 8,00 0.00 �oI] 7O O58 O.D O Col3 7I 0.59 0.00 O.00 Co13 72 0.27 0,00 O,UO CoI3 73 O.28 0.00 0-00 Co13 74 1.15 0.00 0.00 Co13 C�UO�0 75 �6��EG DO�I�x�[ION�� 3.II 0.00 0.00 Zci Id Colo �i�it ColI ColI CoIl �uIl �oII Coll �oII Coll �oII ColI ColI l 2 3 4 8 7 8 � IO ll I2 DOO 0O0 0.00 000 O0O ODO -OI5 O.l8 -O.I5 0I8 -O.l5 I4� I�9 l.49 I.A9 I.A- I4@ l.4g l.4� lA� l.�9 l49 I.49 Tea to c Am Customer L�nS.T. Designed By . , ,: Description Call 13 Coll i 1 23 .. � 0.14 s. A A ' . y l.... Call _ .. 7 .4 . .. , Call 28 .fir) 31 + v Call 36 -0.11 1.49 . 0. pp Co ll [ 7 ' �1.49 ,,rt.. CoJ.,1 39 0.14 1.49 40 -0.11 s..4.9 n t C ol l 41 _ 0 .1 1 1..49 Coll „. 4 lin.. 0.14 't 4 9 Coll 43 0 .14 , . .... Coll 44 - 0.1.1 1.49 C oll 45 0.14 1.49 Coll 46 -0-11 C all 4 7 0 .14 1,49 Coll 1. 48 - 0.11 1.49 Coll 52 -0.11 Call 53 - 0.11 .. Coll 54 0.14 1.49 Call 55 0.34 1 -19 ti Coll 5 0.15 1 Coll 58 -OAV KF Coll 59 GAI Coll 60 -0.15 Coll 61 0.1 ,, Call 6 .,. 06 z ... Job No � � � ��. Date CANAM Customer Designed By Description BUILD KEEL i t^ 0 11 0. £, i .. 0 0C.( S . 63 ,. 01.' t . 6 -` a. s.... ., .. 3 1 C't3 G . ._ 1 . fir„ , „ Co.12 1..6 - 0.32 1.6 Co12 17 --0.32 1. Co12 18 0.35 1.63 Co12 19 0.35 163 Co . gg l.2 20 -� -0.24 1.63 C o .d. 2 2 1 0.26 ,L. 6 3 i.2 22 - 0 . 24 1.63 CCo12 23 0.26 1.63 C. o1.2 24 -0.24 1. C o .5., . 2 1.63 0.26 C C 12 pp 26 - 0.24 1.63 Co 1.2 r' '. 0.26 1.6 Co V 0 . 2 6 6 .3 ,.... ,.s .1. t.' 2 ..... 3 -024 1.63 el v . t�.. 40 t .. ......., . 2 , 4 1 , . 1 3.• ..,, ,. Q';r3 Job No Date CANAM Customer Designed B a ,,.r7 Description STEEL L UNG COSPORATI 'b 4 ... o �a 2t 4 ... . 4. 6 0' ..... "tom C £. 1. 2 70 0.00 1.63 Col,2 71 0.00 t Co12 72 0.00 1.63 Co 1 73 0.00 163 1,... o f 2.', 74 0.00 1.63 Col2 '75 ( 6 Co13 2 0.00 1.49 Co13 3 0.00 1.49 ti. o. J 4 0.00 I .. 4 § 9 C.�o -5 .00 1.49 C o-1,3 M O 149 4 s,. 0. 0 ) Cu ,.. r.i ,.. � ..,1 ,. i 9 — 4 c .., 1, .. No ' . ` ",', Dates CANAM Ciastomer T, IR "eAV Desianed By Description Q,, `'j ( { 33 ^�ff # � c?i� .„ f'"+j"p r 'p "�"$J"� i.iT'EL E IL2NG LJ"v+tLP f 61 ✓ 3 ' # ...�n.....,.. ...._......., «..,_ _.....,»,.,e .................---- ..........,._.................,....... d...........,_,_,......,_ M..»..,....... n,,, �__,_._,_ ..,,.__...,_.........a......__. -------- .......,.,,........ � {l q.=.,.,.:._.».,,.n. ..w,n...:�a_M.�.....,:: .. 19 a fl l.t 4 4 9 C, t. 1,3 49 O,.I 1.49 C o L...3 51 0. 14 1.. 4 C� C o .1,3 52 — 0, 1 }A. , 1.4 , (" .. '3 . � ,.. 0 . .1. 4 f. . 1: C:o .13 57 0.18 1.49 4;' � ... .. .. — 0. .. z . . 49 9 `3 .., s ... �. .. ., 49 ._.4 la J ob No n R`i.' Date CANAM Customer r' i � f:.., ,. , . � ._,. «, Designed By I Description STEEL B CORD ,A i ... ,. 2 ,.. s ; .. ... -b0. ,50 ..' I . 3 31 9 �...L.f .... , _ Rafi 21 -0.1 1.17 R a f 1:. 23 — 0.2 8 .1.. 1..7 Ra . 1. 24 - 0. 1 4 1.17 Y7. 3:4`.1 25 - 0. 1.1 1_ .17 €2 fl.. } -0.31 1.1 R {.1 7 - 0.3 3 1.17 Rafl 2 0.13 1.17 all 33 0.13 1.17 R 31 ., 31 0.04 1. 17 all 32 0 . 2 1 1. U4 ...... . , ... «.. ... 0 .. D.�ti1 1 ..✓_ .. „. 0 0 �: 1, ANAM Job No Date Ciastomer T;"", "". Designed By Description 41 M r)lNr, rOPPt)P ATM' 'R 3 .21 / 1 3 k 'D, 1. 22 P" a f --0 '7 a Ra f 2 32 18 1 Raf2 3 3 0 21 1 1 Raf2 34 -0 04 1 17 Raf 2 35 -0.01 1" . 1, '? Raf2 36 -0.08 1 17 Ra'12 3 17 Rf a 2 - -0.08 1 . 17 Raf2 40 -0.03 1.1'7 Raf2 41. -0.03 1.17 Ral'2 42 -0.18 1..i7 Raf2 43 --0.55 j COLIUMIN/RAFTE',R J �RA11' 42 C 44 8 'R 3 .21 / 1 3 k 'D, 1. Customer LzhnA. Designed By RHIv! M Description Splice -Surface- --plate-- ----DeoigrL�oad---- Id Typ Id kocate Vdth T00 K 8zial 511ear pomont Row Oiam 3pece sago I G 3 0.0 0.210 2 O,2 3.0 O.0 2 0.00 8.00 4. nI LOAD C��B�08�IONS� | UI4LOI68A Base 8 8oIt Design 3/2I/I4 3'0 8pm Baae Plate Iiel� = 55OQ (ksi ) ' Base --Plate_Size(in)-- ------- BoIts(in) ------- Id Depth Width Length �hiok Type Dia Gage Row _____ _____ _____ ______ _____ _____ -_ __-_ ___ CmIl ?.89 8.00 7.84 0.375 8B36 0.750 4^00 2 Co12 12.00 GR36 O.750 4.00 2 Col3 7'89 8,00 7.34 0.375 (038 0.750 4.00 2 � BAS REACTIONS: ' _______________ Max �eosioo+Sbeez p Colmr -� a X p m _�p -�ao_�eo�- -�ao_8&ear - �eo� �bear Zd Ld Fy(k > ld E10 Ld Q(k ) Fa(k ) Col l 3 3.3 56 -I3 9 1.4 57 -13 I Col2 3 6.0 58 -2.6 9 2,7 59 -2.6 2-7 C013 3 3'3 58 -I.7 9 1.4 59 -I.7 1.4 LOAD 3 - Dea�+Collo�ez�l+�ouw+Soo� Dri�t ^ B - Dead+Wiod_�ertI+�inJ_3uct�on 56 - O.GDead+�iA LeuI+wlod Fzeoouza 57 - 0.6Dead'+Wiod-�e�tI+�iod-�actioo 58 - 0nDead+%ud_�igbtI+Wlod_�ce�sor� 5G - O-��eod+�iod_���btI+�ind_�uccioo � � CANAM No x, i, . °? Da to Customer :°;} t Designed By . r::v Description S TEEL BUILDIN n ... ,.... 6 t, A �: . is !,? k, tu.`,. .: r +. 4 .. s , . S,,, 'r 4 t} , W ., s E, � to �, ,' 4 s 3 . 7 tl (?.., l.E 13 ..¢*,, . "a ;.. �... ." :ilrf,...r 4 500 0 Z 1.} ,., 3 „ 0 t.,' , ... 0 0 .83 , ... 2 S, 41 i .... ' n e a r r 7.500 a.r t f, p s„. ,, .a z ?ill .t . '` ,; 1) . `A'6 va ., 6 S& a2': t $_� z .,. .«. 66 F its Z 0, . 0 � ' v, ! ,.,. 0 ,.,}tZ f.;'i GI RT !N SIDE FLANGE BRACE: No, Brace/Bay i. 0 Bay Girt Ld --- -She r (k -- omer t (I -k fp -- MOjn4- __r;eflec.°ta (ilO Id Id Id Ca lc Limit Uc C lc Limit UC Shear Talc Limit tic W e -0.14 1 . 8C 0. 0.10 3.3`7 0.03 0 .04 0.00 0.40 0.00 2 WP 0.03 ; . 116 M2 2 _ 0 . 4 .41 . n `1 0,00 0.00 () . i MO 1 0,00 . _,:,, , // 10 . i. o.H 1, 0 .86 ,.. 0 0 8. WS 14 . .,. i?C? 4.X1. ;� �'. �. 3 .,.40 , 7, 00 44 . ,.. .. i1 tJ 0.02 4 - . ,. nX . . . '.� �. 4 . _. 3 1 „' :L .86 .0 86 0 O .a 0 ` 4 i' " . , Customer 1.MS.V Designed By RMN Am O CC i*� --- I ------ Jamb-L -------- FO8C080 ------ I1.67 ----- 34.4 8ay � Be�uc�ioo F08CO60 Id 1d Me or T Pot W, 8o� I I 3 .00 0 �0 0 ].OD 3 .00 i 1 I.00 I.C 0.00 0.63 I 2 O-83 0.00 0 ^B3 l.00 I.I4 1,00 1 A 0.00 0.63 I 3 3.00 0.00 KQO 1.01) 1.14 lN0 1 A O.00 D.63 I 4 0.83 0.00 0 �8 3 1�O0 I IA I.0 C I.00 O.U0 O.63 I 5 1600 0.80 12. On l.00 1 1 I.00 O.29 0.00 0.63 2 6 0.83 0 �00 O.83 l.00 l l", I�0O l�OO 0 �O0 0,63 2 7 3. 00 0.00 3.0O I OO I'I4 l OO I.00 0.00 O-83 2 9 O.0J 2 9 �OU � IO O83 0,00 O.00 0OO O.83 3OO O�3 I.0 I.14 1 T l00 ll� lO0 lO0 l.l� l0� I.00 lOD IOO 0.00 O0O OOO D.6] O.63 O63 ---- I --- I ------ Jamb-L -------- FO8C080 ------ I1.67 ----- 34.4 � Jamb-R F08CO60 1 11.67 34.4 Header FU8C060 12.00 35'3 2 2 J arb-L F08C067 1 .65 5 Janb_R E108C067 14.66 48.2 Header F08CO60 12.00 ��.�3 0peo @embec F, d ----Sheaz<b ) ---- ---Momeuv(f-K )-- Mom+ Deflect(In) Id Id Id Calo it OC CaI mit DC Shear CaIo �j.mit l -1mmb-L Wg 0,77 �56 O�O -2.3 0.49 0.47 0.00 1.56 W3 -0.85 3.56 O.33 Gl 4.06 O�("4 O. O.DD l-56 JaMb-R WP it 65 2.5j U.25 -K09 4.85 0.35 D.(A) 0,00 2-56 WS -U.69 2.5G O.27 A.85 4.O6 0.45 O-OO 0.00 1.56 � Header WP -0.09 2�56 Z 0 -D.27 4.85 1�06 O. O5 MOO I.GO �S O.lO 228 U.04 0.30 JmA 0.08 ItD5 0-82 I.60 2 Jamb-L WP 0.85 3.57 8.24 -?.PS 5.57 0.55 v0O 0.00 2.09 WS -O.93 3.57 n. w6 �.n 7 4,77 O.7I O. N) 0.00 2-O9 Jaow-8 WP -I A4 3Z57 O.2B -3�4 5.57 O.7I M 0.00 I.9� 8eadec WS WF 3.�7 2.5. O.:2 P. 11 � �2 477 -0.88 485 O9I O.l8 O.84 O.l5 O'OO �.D7 I.95 I.GO W5 3 .8� 0.25 Ol6 0 ,O8 IG� Job No Da te Customer j- Designed By Description ANAM ;i m nu 7 2 8 9. 0 F DIAC30NAL BRACE STRENG Bay. Brace Locate ----- Wind(k Id Start End Load Calc Limit - ------ ----- ---- ----- ----- 1 0.00 20,00 34 210 7-34 2 O00 20.00 34 2.10 7.34 EW REACTION TO F'RAME: Bay. Col _--- - - Wind Max - I I d Load lHorz Horz(OP) ---- ----- --------- 5 6 -1.35 2.61, 3 c' T ----Seismic(k Max Load Calc 1, i area t UC --- - — --- ----- ---- 41 0-34 7.34 0.29 41 0.34 7.34 0.29 Load Horz Horz (OP) 68 -0.22 0.26 6 18 Customer CONSTM71014-iREN Description 'OH ANAM , C i�rwjnq . .. . �'VV -, rk ri uc �,: . Date Designed By I Hfi 1ANEK PATA: An at ion paneL Bay Pao Type g e Ydel. d, S,� f f ri e s s E.K. 1 MA-au Cw 26.00 60.0 0.44 17.44 MANTS & DEFIECI !ON: U14LO166A Weight Summary 3/21/14 3:08pin Tood! Column Weight 398.42 Mal Rafter Weight 217.19 Mai Span Q),n Support M i, a P a n, TaiaL De f ',- e, c Tatai a d Calc Limit Uc MY 1AMit Uc Mic Limit v 4 P jsw 1Q.L 0.19 -13A i34 7 0� 1 1 -Q 1 K.50 v WS -46.4 134.7 0.34 18.2 181.1 0.10 C401 0.50 0.03 3 4.17 WP 70.7 181.1 0.39 -8.2 134.7 0.06 V01 0.56 V01 ws -94.0 134.7 0.70 10.9 181.1 0.06 -M1, 0.56 0.02 4 5.77 WP 70,7 181.1 0.39 -61.0 134.7 0.45 -0.16 0.77 0.21 ws -94.0 1,34.7 0.70 81.1 1.81-1, 0.45 0.21, 0.''17 7i.27 WP - Wind Pressure WS - wind, U14LO166A Weight Summary 3/21/14 3:08pin Tood! Column Weight 398.42 Mal Rafter Weight 217.19 Mai Girt Weight 111.57 TaiaL Bracing Weighc 78.93 Tatai Clips Weight 42. 90 Warning Simunary 3/2M4 4 o Warnings, Wind nA�� S&IMM YOKO MAIMS OF ETASTICIT', 9 f) (k �,J, j 1 4 L 0 0 &A 0 01) v Rafter Desjqn 3/21/14 3 0 8 p id Locate Part Depth Thick Width Thick Length ------ Weight ------ ------- 0011 -1 ----- 0.7 ----------- WOBS075 ----- 8.00 ----- Aga ----- 3.63 ----- 14ga 14.9 62.4 Co12 17,5 W12SO89 M00 13ga 3.63 13ga 16.3 100.7 W13 34.3 W08S075 8.00 14ga 3.63 Aga iv S) ------ 62.4 ------ ------ Rafl ------ ----------- W12SO89 12.00 ----- 13ga ----- K63 ----- 13ga 17.6 108.6 Rab, W12SO89 12.00 13ga 3.63 13ga 17.6 108.6 Total= 442.71 DESIGN? ACTI0NS/Sq'RENC --- WHIM --- Shear(k -Moment(f-k ; Limit 'Aic Limit CNIC Limit Coll 1 V49 17,50 0.00 5.02 0.00 7.10 3 3 , .Ji} (n 00 5A2 0.00 7M A 5M 17 0 0.00 5.02 Too 7.10 0 0 . 00 02 0.00 7.1 1 , TA7 37.50, 0.00 5.02 0.00 7.10 C4 111 2.14 17.50 V 00 5.02 0.00 7.10 1M 11 . 5 MOO 5.02 0,00 --4,53 6. 2 4 - 5 GI 2 5 10 -4 _53 6 4 a. ]L . 4 6 . 2 8 zg) Job No Date 3/71/201 ., o 111101 Am Customer „<_ M .» . ,..a -_.. N Dwi ned By PA' ?' ', Description Coll 2 4 0.34 1 A NI 0 c , 116 .,. 0. 91 "-3. ..... Coll 27 ..v 0 ..6s _. U 4.03 7.2 6 cGW1 31 1.3 1 1.08 5.02 435 6. ,'J Cal l . 33 _ . n3 ,. . 1 . 08 5.02 .. h ., , Coll ) .,? �� +.,. . �J i .x.. 7 �i L.i 0 t ..� . ;.'s .a.. . 5. - 3.4 0 6 » .. Col t 39 2.66 17. 5 0 - -1..08 5.02 4.03 6. 2 6 co 1. 45 1 ...�s1, 1 7 .50 �.1. - ..3.� C oll 4 1. 1,.83 17.50 j 0.91 0. 1 f(�j 5 .02 - 3.40 t � 6.2€� 6 t`.".6 Col 42 1.31 17 _1.61€3 5.53 4.03 6A6 Coll 44 £7.41 17.50 61.91 5 .02 -3.40 6.26 Coll 46 2.54 17. 50 0 .91 5.53 -3.40 6.26 Coll 47 2.614 17.50 -1.08 5. x 02 4.03 6. 26 Co 11, 48 61.4 1 17. 0 . 9 5.02 -3.40 6.26 49 0.41 1i 7 - 1.08 5.02 4.03 p t ' .t.)ll S i i 1..l 5 0 2.04 17.50 .1 ..7 0. �9 1 5. - 3.40 , 6.2 / 6 6. s'��. 6 col 5 1 2,04 ,.: - k.. 0 r . 02 4 . 0 f 6 . c.....,. �., . . .. j 3. "2 ., . 4 C o l l 53 K. _ . _. .. .' 0. 91 5.02 3 . > 0 . Call .� ,,,, °ti . . r 4 r . 5.38 6 COM 58 C oil 6 - 1.46 .. . 4 0 1 M 5.01 .5 2 6 .1, 'Job No 4,L ., . ct <. Date: Customer . a . Designed By MW Description STEEL l 6 0 3 3 1 7 95 y .. ._ 0, 67 ) ....,. 3 ... 0 ... t�. .,.. l . 31 . : . .. PO . . t x 3 . . ., C ... .. 41 x . 48 20 t' 8 (h 00 5. 4, , . 00 ... i .. . N 5 3. 46 2 . 8 03 . i ., WO a. s . �' ..„ M 7 3.58 24 .88 .. . 0 0 5 .4 6 f �, . 4 .., l 1. 4. (AD 1 11 -- 2.49 59.74 .. : 70 5 11 . 0 `, 12 .46 M 12 t . 59 . 7 4 _ -i ,05 12 .46 Cc ... 13 n .0 51 , 74 . _.. .. r v 4 t 16 50. 04 CM 1 8 - 2.. 42 59.74 - 5 . 48 12..00 12.4.6 CM 19 .1.'1.6 59.74 --2.76 1.46 11.00 12.46 CM 20 2..21 24.66 1.85 7 � 48 -^n7 54 1 2 A Co2._2 21 2 =.20 2'1.88 2.03 5.x,1 8.25 12.46 `.sM 22 1.:. 1..3 2438 1... 7;.5 .> . 4 . 8 _ 7 : 54 1.2 A6 CM 23 IM 24.88 -2.03 5.48 8.25 12,46 CM 25 2.20 2 4. 8 8 - 2 .0 3 5.48 8. 1. 2 . 4 6 CM 26 1 .13 24. 8 3.85 � 48 - "x :54 12 A6 C4?,1. 2. 27 1. 13 24 38 2 .0 3 5.48 8.25 12.46 C,oW 28 1.1 7 24.68 1.85 V 48 -2.1x4 12A6 S. 2 9 2 .12 24. 1-85 s1.48 .m.'pE.54 12A6 .f Co._. 31 2, . 1 24.8a ....... 0.44 V . t w a.., . x ( C1 3 3 3.49 2 . , '. B - 2.03 .. . .., 8.25 ..... c.. . 4 ti > 2 35 2.41. 24.6 B -2.03 5.4 .25 a. .' 0 2 6 3.49 2 4 . . 8 1 .85 5 . 4 - 1.54 _12.46 C0 12 3 8 2 .4 1 24 .88 3 . . ... V 4 .. , .M s. 2 Y i 6 A CL 1 2 43 3.40 24 .8 -2.03 . 2 5 12 . 4 e 68 y 1 7 A ... 3 3 2 4 3 . 4 8 ,. . . .. n .0 5.25 1 1 4A 1. 25 i_. . 68 . - .. .Lo- . k 6 mm �l Job No CANA Customer Designed By RHW DDescription w, �" ($ 6 UL.. s sstd a COR "^fiyg �d$ t 4 {r . IJ , C .' ,J S' . 3,y .. , l.. G' p _ , j , J , , to .:� r r ,... ., 6, }} y � r C 0 to Col2 0,90 24.88 Ot,00 5.48 0.00 Coz.2 72 0.62 24.88 0.00 5.43 0.00 14. 78 Co12 73 0.3 9 2 4.88 0.00 5 .48 0.00 14.7 Co 12 74 3.97 24. 0.00 5.48 0.00 11.78 Co12 7 5 3.95 24 0. 00 5 .48 0 .00 14.73 o7.3 1" 0.49 17 .. s.'.li0 5,02 J.t)C) 7.10 Co.13 2 2.33 1. 7.50 0.00 5.32 3.00 7.10 »� •a , _ ..�. t .:.....ter , t.�E, . 0 . 0,00 7 » z,� Co.i.3 4 2.42 17.50 0.00 5. 02 0.00 7.10 C o 1:3 5 1.87 17.50 M O 5.X12 7.1€ � 1 o 1 3 6 2.56 �1. 7 , 5 0 0.00 �„ . 0 e.' X 0.00 0 0 .00 3 ry . 3. 0 3C o 1, I .i 7 . 5 0 0.00 5.02 y t t 0 p O 1! is 7.1 / 1.94 ry i - - 0.96 f » . �t f . ,x ✓. 5.38 6. 26 .. .... ,. . _,.6 JA ,_ ,fi t! 2 r ..i <, z 26 C ,{ . ,.. . . R 'k t ,. t:7 4 ✓ Y z .. Job Ila W M , .. Date 0201 ¢ cil,1111PI Am Customer L." `,;. Desa,Wand By Description 2 46 V t . 0 9 1. . i Q.40 15 1 7.50 1 „t CO23 43 ... 83 17 NO x.,08 53A 4 6.26 .96 17.5 0 . 9 1 3.40 h.2k? 5 0 0.41 1n50 �s t , ,. - MO 6.26 CoM 51 ���'}y p - 003 V26 Co13 52 IJ.69 S.ry 5 0.91. 1.02 Q.40 6.26 ,,13 53 1.21 17.58 0. 5.02 3.4? 6.26 o ry' 't 5 T 5 - 1 , 08 5 . 02 403 6,2 Co13 56 -1.101 407.49 1,22 5.82 --4.53 8.26 32 57 -1.10 4 0 . 4 (''�y -- 1. 4 4 5.02 5.38 CA3 58 ys,.. 1.22 5.02 �6 .26 y�., Co13 59 y - 40.49 -1,44 5.02 5 6.26 d Yo1..._`. . 6 0 - 1..1.0 40+4 1.22 5,02 yy ...4.5,1 6. C013 (1 .I_ - 1.10 40.49 - 1. 4 4 5.0 5..38 6.26 . A .. 63 -1.83 4 0.49 w 7. 4 5.0 5.38 0. 2 6 ,ri / E , < 1 `7 CM 6 0.50 1 t . i.. 0 . 0 L' 2 , . 0 0 .._ `0J COD 10 0.50 0 0 .1 0. 51 17.50 .. .. 00 . . ., ,.. 0 .00 M1..;` nj 0.23 in 50 0 call 1 . 4 .. Job No � 1. t v t..° Date �.�'':'.., 14 CANAM Customer R Designed By s Description 1 ON � TEEL E,. [L, DING CA P « . n x 8 _ « , 9 CA 1 V 1 0 . 29 5 9 . 14 1 5. , et 84i .`r ..... .. ., try 20 24 8.1 2.24 5. 4 ..". 0 0.44 _.. 4 81 0.29 5. 48 �v J4 . .... .. ..,. 2 A l .81 .3 5� �.... �x^^.. '.. �'EE0.41 n" 'A% . 8 .i. - 1 . . ' .s •F ...�..^�} .� i.`.. Y.1. ��,QQ .^r'�i RaX.l .. 31 1.01 24 . 81 - 0.31 5.48 1..31 12.4(5 7 J afl 34 0.02 24.81. -0.23 5.4 004 12.46 f 35 0,02 M Raid 1...l .....) Et 0 .07 2 4.8:1 0 .41 53 .. 4. - 1.7 3 12.46 Rafl 37 0.25 24.81 0.40 5.48 -1.69 12 46 R af.,, 38 40.05 24. 0.4 5.48 -1 .72 12.46 1 afl 9 0,19 24.11 0 . 40 5.48 - 1.' -1 0 1. eft? af l 40 0.09 24.6 1 5.13 5.x16 -0.76 12.46 .. . .. w . x ... ,� .� \ . i. w.. . .a. -- 2.19 y x . i , 3 :. ''� ...,. .. ..._ . 4 1. -.. .. . ,� .7 t ., C. ..,.ry .. .. 8 +. + .� 5 Y e R 0. .. °F.. 5,48 5 .; ,. 16, C".77 „d Job No j 0 f, r` Date m .' 1 - 01, 4 CANAM CU.>tCSTRGS: a A.JJ.�.'"4.d D .6:k B f� STEED. BUILDING �f�€ BTQ N ..««.. _.._.„_. «».. �..»�....�»�.._.m» � «...,,_.gym........,.......,..,. ,)« ? n E ? ,.. 9. 7 5 1 9 3 .. . a 6 �.. d._'4 �. -2.46 ..>> , w __661 5.4 .., 2, ° €} ,... �.... !yy . . i'`. i. .., .i. 5.48 4 . 6 6 a. 1 2,46 , 8 6. `t � T I . t 0, 44 Raft 3 9 0. 24.81 - 0..41 5.48 - 1.72 12. 44,k a f t 41 0.09 24.81 - . 1 8 5<48 - 0.76 _i. 2. 4 6 R c: . 2 4 2 0. 0 8 2 43 .8 .1. a ^ 0. 3 5. - Q . 9 2 y 2. 2. y} t`�.'��yy { ��8 f 4V ; STRENGTH RATIO: Id Id Axial Shear Moment f%loment Moment Tic Coll 1 003 0.00 0.00 0.03 0.03 Ct7..l 2 0,13 0.00 0.04 0.13 0.I3 col''I 3 0.19 0.0 0.00 0.29 0 1 P IT U f 5 *: r`, ., ,t .. ., ✓ .a t -. w Bud t ,. :. ob No Date 3 1,100i . cjIiI;Ij!j Am zs tamer .�. C. .` , :� .,.... ,;: _ y,,. Designed By .�.•M Cal H Coll . A a, _ 25 0. . .. W vZn W. A 0. A 0. 37 0.44 MA A . , a; 03 _. 29 G . 06 5 ., �M CO _, 0 .. N 0. . . 1 . Co ll 3 3 V06 M.. "64 n 4 col 1 32 0.06 P. n j. . .. c 5 0, .. Cal 1 33 0.06 0,22 64 0. 44 col ;. 1 3 4 0.15 0. 4 D zu 0, C4011 35 0.25 0.22 V64 0.82 0.44 0.82 Coll 36 T06 MY 004 4) 0.37 0.61 Call 3B 0.15 CAS 0.54 002 TV 0,72 Coll 39 0.35 0.22 , , 6. GA2 0 Coll 40 4:5 V02 0.22 0.64 ch61 0.44 5 0.F? Coll 46 012 0.1 0.54 E.7. 0 .37 0.66 Call 47 0.12 0.22 0 .64 0.7 5.44 9.76 Coll 49 O.iJ2 0.22 0.64 �fp 0.44 0.6 Coll 50 to.if 5. O.wa = °, 0.4:,6 i� . :r 0. 66 Coll 51 6.12 6.22 V64 x;.76 OM 0.76 Coll 52 0. 0 0 .:t F r . 5 . °: 8 0.37 5 . `� 8 Coll 3 0. 0..1,.8 0 4 > ` v 61 0. v 0.6 Call 54 VO4 0.22 0.64 chEm 0.44 0.68 Coll 5 f '�7 6 � 05 0.24 0 .72 V 68 0.49 �? M C o ll .��',� 0.0 0.29 0.86 C..K81 . 0.59 0 .81. } y G c 62 0 0 0 . 4 9 j Coll �6 0.04 ,. ... . .. �. n . r..a 0, i. 2 coal L 6 t 1 . T 92 n 21 0 A .. A I 0 . . 9 , . 8 Coil 71 0. 2,00 F'On n.04 C 3 CON 1 3 0.03 . . . _ . .. . .,. Coll 74 0.17 No , 4 's:. w mate 3,� CANAM Customer r. .. ;,, H, Designed By ,,:.`.! Description STEEL BADING CORPORATION s ... t .. ...m .w .�.. .. . 0 4 _ . .... .� « C S' _ . . .. , c- »....,. . ,... 1 . 011 0. 4 0 81 0 9 ,.. a, .._ 1. �'�} � 02 0. _ 1 88 1.1. , . C� a•_ . „ ,, 24 0.09 0..:74 0 . 60 0. 69 0 42 l . 6, o1,2 25 0.09 0,3 7 0.66 3.75 0.46 O.75 Co12 26 0.05 0.34 0.60 0.65 OA2 0.65 C ;C t f " ". 27 0.05 0.37 0.66 0.71 0.46 0,71 Co12 28 0.03 0.34 0.60 0.63 0,42 0.65 :.7,.,� 29 t , 9 . 34 0.60 , e, a 0.42 0,69 � C� y ( � O ( Co i. 2 32 0.14 0.34 0.60 ' 0,75 4. 4 f 0.75 Coll 33 0.14 0.37 0.66 0.80 0.46 0.80 0.10 0.34 O.t0 O.60 0.70 0. 42 C 3 5 0 0 . 7 6 {. f"i E. 2 Co12 .: '16 0.14 0 .34 O.60 0.75 0 . 42 0 "7 5 `t s. 2 �' {',7 f, . ..u. *'� t,7 ..'� 0.66 %`i �> t tJ 1 , '?.... `) , 8 (.: .. 0.1 C_ � . 4 0 . 6 0 ., +� l." �... .. . 7 0 4 2 0. 10 0 .", 0 . I'D 0 s e: .,. .1 . A J ..�,� 0, 34 �7 61 ti7x t1 0 f r �� �.0.60 0 v, 4 1 0 rt .• ....,t �.:" i). , e, .,. .. ~ Paw 8i so No U M I K Date CANA Job ly! Customer 1.nS.7. Designed By RHW Description ITEEL 6 CQRPQE6TI2N ---------- j C 2 rM 64 0.04 C.45 t a A 0. M 2 6 4 0 � 7 E) C012 65 V 02 0. 43 0.81 �7 A 0.56 0 7 t,nd 2 66 0,04 G.4q T H 6 4 ( (V!2 67 T02 0.49 V 56 A 6 V61 Ch 86 CM12 69 0.04 6 AN 0.00 v 0 41 0.04 C012 70 0.04 0.00 0.00 0.04 0.04 CQ2 71 0.04 0.00 OM 0.04 C012 W2 70, 73 44 0.02 TE co 0,10 NOD 0.00 n, :11 0.00 V ON j,Qw 0.02 n , q,'_ .1, C 0.02 0.02 CA3 3 0.19 0.00 0.00 0.19 0.19 CoA 4 V 14 0.00 K 00 0.14 V14 Co13 5 0.11 0.00 0.00 0.11 0.11 Co13 6 0.15 0.00 Mo 0.15 0.15 CoA I K A 0.00 (v 00 0.11 0A] Col3 8 0.02 0.24 0, 0.''1 0.49 0.70 Co13 9 0.02 0.29 0.86 0.84 0.59 0,84 CM 10 ly 04 0.24 V72 F. H 0.49 v 68 CoU 11 0.04 0.86 T 82 0.59 0.82 Co13 12 0,02 0.24 0 32 t1. "7 V49 0.70 CoW 13 V02 0.29 v 86 OM 0.59 0.84 Co1.3 14 0.04 0.24 0.72 CL68 V49 0.68 CoA 15 OA4 V29 OA6 " 82 V59 V82 CM CON 16 11 0.03 v 52 0.24 0.24 T 72 0,69 71 0.49 V69 CM is 0.03 V 20 M& C- 0.40 0M (5 , S CQ3 19 0 M 0.29 v 86 0.84 v 59 C013 20 OA5 0.... 4 . 4 10 C013 21 0.02 0.22 0. 64 0 Zvi n.44 CM 22 0.02 ONS V54 5 j 0. 33 E56 CoM 23 0.02 0 . 2 "', . (,, 4 ("', . 6 i"-, ,) � 4 4 0 ..a E C013 CM 24 25 0.05 0.05 0.18 W2 0. 54 Q.14 T 59 . a) 1 . W 2.44 V 5Q 0 MI CV13 26 VG2 Nis n.54 .'Kv 0.31 0.50, CoW 27 V 02 0 . 4 4 01. 66 CoM 25 v N 0 .. 1 ", � 7 ") . n, CON CM C43 21 39 31 T A 0,04 VIS GM n. 0. 04 C�04 5.0; v 61 0.65 'L 1 0 A 0.41 V. 44 v A, &.6111", 11 C012 52 .. 1' ") a :� � job No Date ,t. . CANAM xa taz r �C. r., .. ...., E � Desi ned � a . =v Description ��LLQN SLT12L v .. u _ 3. ..,.. .a M# .. . + ., ,„ 154 lY . r V . '-7 v i_ e, :. r . t,. G l' . r. Er.Y„.... ..s . 0 03 0.29 0.86 0. 83 0. 59 0.83 Co 13 5 8 3?.{.;5 5.3 0.72 0. 8.49 0 .6€3 Co13 59 M5 0.29 0.86 0. 81 0.59 0. Ct`7,"1 3 650 0.03 0.2 0.. 72 0.. " 0.49 0.70 Co 13 61 0.03 0.29 €3. 36 0.83 0.59 0.83 Cc s.3 62 3J.(35 0.24 0. 33 .68 0.49 0.68 t,t.13 63 0.05 5.29 0.86 0.81 5.55 0.81 C0 .13 65 0 . 0 0.24 0 .7 2 0 .71 O.49 O. e .3 C 13 66 0.04 0.39 0 .86 0. [ 8 2 0.59 0.8 col- .{� �t t zi2 O.29 0.86 0.84 : 0.59 0,84 Co,13 68 0. 03 0.00 0.00 0.03 0.0 r o 69 0 .i�`3 O.(?0 0.00 0.03 M3 i Q 11 0.00 0,06 0 . 3 r„ ,. . .d a. M. .. .. .. E, ,. ....; . _ ... Y, ... c i . 0 . q � ....:. 8 C . F, 4 .... Job No date Customer Designe d By CANAM D scniption ILL NG CORPORAD 0 2, v } `.`.` 4 t Ca 8 Gi . ,? Y 0 ) 3 .z .r ., q ., 0.59 5 4 1. ,. t` ..3 ..f 0 , 41 0.26 . to 1 . 2 0 .... 3 7 .._.A 0 . A „ 0;:, 0 0Ill Ra #::..e. . 3-1 M O ii O 0.0 0. 0.06 O. 04 0.0 Rx31. 36 0.00 0.08 0.14 0.14 0.10 0.14 Raa'x:l 37 0.01 0.07 0.1,4 0.14 0.09 0.14 ar.. 38 0.00 0.07 0.14 0.14 0.3,0 0.14 Rafl 41 0.0,1 0.03 0.06 0.00 0.04 0.0 C7..ca 4.3 0. 0 7.«.31 0 .3 2 0.22 0.3 Raf2 1 0.01 0.30 0.71 0.71, 0.49 , 0.71 R x:,'_1 2 Mi O. 54 1.00 1.00 0.69 1.00 aft 3 0.01 0.40 0. 74 0.74 015 1 0.74 73 . 7 O 0 . ��'. � . 7. i 0. 12 `;i . ,1 ., t .. 0 ,.. i e . , .3 , . � e ` .,n .�i . . �a 0 «� z 1, . _. . r. .._ 0 . ` 2 _. r _ . 521 a;, ia. i. «., r.,'. G.�� �� �� ..aa .. .. . x 3. i:., 0.48 0 ..31, 0 .4 8 0 ri;.. _ i i' . _ O _ > '. 4 6 i` Job No D �« CANAM Customer Designed y F" titi S TEEL Bar l L COMP RAPO w, ., 1 . 0 l 0 t a ',. 0.60 2 T, . 38 O.52 i . C 6 0.0 4 0, 0 6 G _ 4 _ . C r .., 0.04 `C... a .... .. .. r 4 .., 0 0 "Y,. '3 0 . ., r , ^{ r ,) . .b. ..K k s.'1. t"S . .." 0 . 0 l t . "ti f �.,! ,a i i . .x. 's r . " yy �..) ^i l �� . 1. "k 4 �+ . .L. ( 0 ;. 0. 0 O� 06 L"i 4 0 f,6 b6 , .ii 0 . 0 6 �3 ✓,_ Load In Plane Out Plane ;(.1. 1. 0.1-19 0.00 0.00 C.o11. 3 3.25 fl . (?o 0.00 } C011 1.87 0.00 0.00 Coll 6 2.56 0.00 0.00 C oll m 1 .94 0. 0 0 0 .00 co s 9 " M . 9 6, .,...;� 5 .i.. 4 4 2 2 .., .� ,. ,. .. a. . .. 0.'.01 .... 1..44 4 .. ._ .....,. - , ,.22 —4 4 to 1 (.. A� Job No Date CANAM Customer Designed nod y .'PH ,,, Description "R, "T STEEL BU ILDING PP ATIO _:' l .,. .. _.. s.. .,. t is ., . ,... ., 2 G. �;,� t 50 6 t�V� � E 1 ,. 2 .� 0 r J-2 23 2 24 220 0.00 25 220 0 r C o 1.2 31 2.12 , 0.00 2 . 0 3 V,,,. o 12 3 2 3. 9 0.00 - 1. 8 5 Co12 3 ,^� 3 3.49 .00 2.0 3 Co12 „, 4 1.42 1 .. eF02 - .l.. 85 C o.w..' } 35 1 A 1-02 2.03 Cca12 36 3.49 0.00 w-1.85 3 3.49 000 2 Co12 3 8 1.42 1.02 °1. Co12 39 1.42 1.02 2.03 C t,,, d'.. 2 40 2.46 0 .0 0 - 1. 8 5 C o l 2 4 1 3.40 0 .00 - 1 1 .85 . C r.1 42 2.46 0.00 2. 0 3 i) .... r} 4 3 3 0 . 0 _ �... -�.. ...,.. o 1 2 co .. 2 4 7 Ls 2 E, i.02 .�. . C o _ ,_. .. 8x 2 3- , 0 t3 ,_ S ? .0 s'.` 3 �2 �.. o w ...,. 0.26 . L 2 2 .- l i _3 2 52 j I �,. .. �... .., .1. .., 4 fir f t 0 Si� Job No ozwzo�u�a Date Customer Designed By euw ANAM o��r����^�� Col3 �oI� �ml� [ol� Col� @O 42 43 A4 45 I�l l]l l83 0.�6 O9� OO� O.0D O.00 O.00 O.0O -O9l I.O8 IO8 -O.9I I.O8 C�l� �ol� ColJ 46 A0 49 O.AI O.9G O96 O.00 O.00 O.00 -O9l -O9l I.O8 Cml� Col3 5O 5I O.4l O.4I O.QO O-O 0 O69 0 11 -O9I �ol3 53 I.21 O.00 -O.9Ill �oI3 5 Z O,6 0 I.08 Col� 55 I.ZI "D .00 l 08 -I06 0 -I.22 -I.0 6 0.00 I.44 Col3 Col� Col] 5B �8 6O -179 -179 -lOG OQO O.00 �OO -I2J I.44 -I.22 �cl3 1. '3 6l 63 -IO0 -I-79 O.O� U,00 l�4 I.4 4 Col3 84 -I.42 0.00 -1.22 Co13 65 -0.74 0.00 -1.22 CoI3 66 -2-42 O.DO 1.44 Col 67 -0.74 0.00 I.44 Col-3 58 Q,50 0.00 0.00 Col3 69 0.5I 0.00 0.00 ' �ol3 7O U.�U 0.00 O.DO Col3 71 0.51. 0.00 0.00 Co13 73 0-22 8.00 0.08 Col9 73 0.23 0.00 &.O(l) CoI3 74 1.07 0.00 0.00 Co 13 75 3-02 8.00 Q'OO 88 L-oad e ioo<io) Id Id ��lo �im1� �olI Coll I � �.UO O.UO I.49 IA9 Coll CoII J 4 OOO O.00 I.49 l4j ColI CmlI 5 6 �.00 O.00 I49 I 4� Cnll Coll 8 � -036 O43 l49 I.49 l49 �mlI �ulI �oll I0 lI I2 -O3� O43 -OJ5 I49 l�9 I.4 9 Job a Date CANAM X\- Customer . 1 }, Designed By Description STEEL B Tis ,.. .,w a ,.. .. f 4 . 1 .._ 5 u , , ., E b y. p C:) l., } 0 .. e U :W C ... v. 64 ,`_ Col2 69 0.00 1.63 Col,2 70 0. 1.63 C°o 71 0.00 1,E3 C:oi2 7 2 0.00 1.63 Col.2 73 0.00 - 6 3 Co12 75 0.00 1.63 3 C: ol. 3 2 0.0 !A9 C o13 3 0.00 1.49 CO313 v 0.00 1.49 Co13 5 0.00 1.49 !.. 1" ,,, 3 ... z ,. C .. i,,. ..., ... 4 _ C :1 ,.? ;,. 1 3 3L 4 ..,..,,) x r . ... u CJ ..., f,. l A 2 4 u Job No Da CANAM C usto m er '.; ,., <'?' , , �' "- ......e mesa -ed By Description S TEEL 1 € CORPORAD " r t� , ". C, ... . " . .. 2 . ,..,. 3 k C - .2 . , 0 32 o Ca 32 C .......3 40 0 .27 1 .499 C" 1 3 4 -0 x' 4 -n.. ? ... ... E t. ,S 3 4 8 -0.27 # 4 ry ( . A '} ^ d r y o ;. 3 L — 0.27 "' . 4 �l^ `�..�,� { i 1. 3 e i 5 1 ' 1 y^ 0.32 . 1 `3 9 Co 13 53 -0.27 1...45 Co13 53 -0.27 1.49 1...'o 1. 3 5 4 O.32 1. 4 9 C 0,1 3 5 V — 0.36 1.. 4 9 Col.3 57 0.43 1.49 Co.13 513 3 - 0 ,�6 1.49 Co]L3 59 0 . 4 3 CC 1.1 60 -0.36 1.49 6- .. ,3 6 3 4 3 ..nz;r CS 5< 0 1 . 9 t '�� 9 , ._ ". . _, _ ,n t.IS: No 'ANAM Customer Designed By RNWI Description I BUI COBPQRA ` ._. i'' . .. « . L . . _ P, i f .;'_ 1. v ..., f 1 9 ... .,. t'.f[ R .1 f a. _. 0 .. 0 ( °? ... i ..._ Raft 22 "0.121 1.17 Rafl 23 -0.28 1_ Rafl 24 —0.14 1.17 afl. 25 -0,17 1.17 i afl 26 -0 , 11, 1,17 Ra l.. 2 7 — 0. 3 3 1.17 Ra,L. ! 29 0,15 Raft 30 0.13 1.17 ��'.` a x.. c K.1 ,.� 7 hr , ^'a ' ,,. . z a .f.`.1 32 0. 21 1 r f-1. R , 33 0.18 , R f IL )" v _ ... :.. No Date 3 � i..• - CANAM Customer � � � Designed H .,. DesCription a R .. ... t if — 7. 4 .[ ... d Wi } a C' i ... ,., C� 3,. i�,S1.17 , r .,o- t R {.f2 .33 . 0.21 R uff 34 , 0 1. - 0. $ T' aft 36 1.. — O. l?ik 1-17 a4af2 3 8 — \1.438 1 .1.1 1 Raf2 40 -0.03 1.17 Raf2 42 -018 1.1 R;l.f.% 43 "0.55 1.17 ',_, °; ,. �. R gall TO: M �a. .�. . 4.2 46 42 4 k 1 6 3 1 �, .. a,. C; ✓ e ... 44 ....,. . k6, 4 . 1 4 ., 36: ANAM Job No ' I i- 1 1', 0 1 6 A fate - I U21 /201 4 Customer 1-ChhhT. COMTMMIPDON-BE N Designed By v. scription R K Mr. CORPORATION Rafmr f"lim Report. OQ! X�u -Sirtace- Pjare --- ----- Design Load - - -- -- —Hnjvn;AV. """ ]J, 'v""i 'J t h ]Fh i c k id Axial Shear Mbment Rox � to Zrotm �Dq, S 3 0.0 0.250 2 0.2 3.0 0.0 2 0. 530 2 , CA) 4 9 U)AD CAVEINATIONS: U 1 4 L 0 1 C 6,R , ,�ase Pialre & Anchor Bolt Design 3/21/14 3: oppm Base --Plate Size (in id Depth Width Length Th ----- ----- ----- ------ -- Coll 8.00 Co12 12.00 CT13 K 00 BASE REACTIONS: --------------- Comp- -Max ' Tens- :d Ld Fy(k Lci' " " col''I 3 3.2 56 -3.1 3 6.0 58 -4.0 C013 3 3.2 58 -1.8 ick Type (3R36 GR36 GR36 -Max Shear 1""'i ."X ' 57 2.0 11 3.0 9 1.4 --Bolts(in) ------- Dia Gage Row ----- ---- --- 0.750 4.00 2 0.750 4.00 2 0,750 4.00 2 Max 7%ns Shear Ld FY a Fx � L� 57 E 1 2.0 59 -4.0 3. () 59 -1.8 1.9 1 S Ric 5 - O.Keav!+Wind Left!+Wind Suction 51 A.6rhoadfWiryl RVqhH&WQJ Suction 0o. Bc�oe/Ba� _ l 2 --- -- O O GIR STRENGTH� Bay Girt Ld ----Shear(k )--- --Momeot(f~k >~- , Mom+ ---DefIect(in)~~ Id Id Id Calo Limit OC Calo Limit DC Shear CaIc Limit DC ___ ____ __ _____ _____ ____ _____ _____ ~___ _____ ----- _____ ____ l l w 'IP I.86 0.3O -2.30 4-4I 0.52 O.42 -0.39 2.20 0.I8 WS -0'85 '11,8G 0'35 2.55 2.78 0,92 0-47 0.43 2.20 0.20 I 2 WP 0^59 1,86 0.32 -2.42 4.42, 8.55 0.44 -DAI 2.20 0.19 W8 -0.69 2.86 0.37 2.69 2^70 0,97 0.49 0.45 2-20 0.2I l 3 WP 034 3'57 0.21 -3.04 5,84 0-52 0.40 -0.42 2.20 0-I9 WS -0.86 3.57 0'24 3.38 3^68 0,92 0.45 0.46 2,20 0.2I � 4 54 I.86 9.30 -2.30 4-41 n.53 0.42 -0.59 2.28 0.I8 WS 9.35 I.86 W. 3s 2.55 238 (V 92 U,47 0-43 2.20 0,2O 2 5 WP 0.59 I.66 O.0 -2,42 4.4I 0.55 0.44 -0.4I 2.20 0.19 WS PAY 1.86 O437 2.63 2.76 0.97 0'49 8445 2.20 0.2I 2 6 W 74 D.57 0,21 -3 84 O.53 O.AO -0.42 2,20 0.I9 v,, O.86 3.57 0.24 �.38 3 .6M 0.92 O'&5 0.4 6 2.2O 0.2I � _ 'W Soocioo _ /Moo2- Factor Id I4 AS z !ot Top Bot Top Got Top Bot, I 1 I��5O O.00 l6�5O I.00 l.l� l�UO 1 ,OO O 0 O 0 ,G,-, aay_Cfioec Design !ned ----mas_!om�-- Id A Looare Pac� Start End length Weigbt �1d t h I� Oc �epoz� l I 3.75O MO54 0.00 l7.5O I6.50 43.7 K75 W S 0.92 Moment 2 1 M WON 0.00 I7'50 16.50 &3.7 3.96 1,1 S O. ',�,7 1 o�:, 3 1 IA67 OQFOQ7 O l6.5D 54.� 4.B7 WS 0.92 eo� --- ---- ------ 2 4 3.70O ------- 08Z054 ----- 0.08 ----- 17.50 ------ 16,50 ------ 43'7 ----- 3.75 -- WS ---- ------ 0.92 Moment 5 7 W O8JO54 0,00 17.50 16.50 430 ]'96 WS O.97 Mmmeot 6 IIA67 08Z067 C), 00 17.50 I6.50 54.3 4.B7 INS O.92 Mcroeor 0o. Bc�oe/Ba� _ l 2 --- -- O O GIR STRENGTH� Bay Girt Ld ----Shear(k )--- --Momeot(f~k >~- , Mom+ ---DefIect(in)~~ Id Id Id Calo Limit OC Calo Limit DC Shear CaIc Limit DC ___ ____ __ _____ _____ ____ _____ _____ ~___ _____ ----- _____ ____ l l w 'IP I.86 0.3O -2.30 4-4I 0.52 O.42 -0.39 2.20 0.I8 WS -0'85 '11,8G 0'35 2.55 2.78 0,92 0-47 0.43 2.20 0.20 I 2 WP 0^59 1,86 0.32 -2.42 4.42, 8.55 0.44 -DAI 2.20 0.19 W8 -0.69 2.86 0.37 2.69 2^70 0,97 0.49 0.45 2-20 0.2I l 3 WP 034 3'57 0.21 -3.04 5,84 0-52 0.40 -0.42 2.20 0-I9 WS -0.86 3.57 0'24 3.38 3^68 0,92 0.45 0.46 2,20 0.2I � 4 54 I.86 9.30 -2.30 4-41 n.53 0.42 -0.59 2.28 0.I8 WS 9.35 I.86 W. 3s 2.55 238 (V 92 U,47 0-43 2.20 0,2O 2 5 WP 0.59 I.66 O.0 -2,42 4.4I 0.55 0.44 -0.4I 2.20 0.19 WS PAY 1.86 O437 2.63 2.76 0.97 0'49 8445 2.20 0.2I 2 6 W 74 D.57 0,21 -3 84 O.53 O.AO -0.42 2,20 0.I9 v,, O.86 3.57 0.24 �.38 3 .6M 0.92 O'&5 0.4 6 2.2O 0.2I � _ 'W Soocioo _ /Moo2- Factor Id I4 AS z !ot Top Bot Top Got Top Bot, I 1 I��5O O.00 l6�5O I.00 l.l� l�UO 1 ,OO O 0 O 0 ,G,-, ANAM Job No Date Customer Designed By Description BUILDING F L DIAGONAL BRACE STRENGTB: Id Start End Load Cal c L'Unit Load C a 1 c L inn i t UC --- ----- ----- ---- ------ ----- ---- ----- ----- ----- 1 0. 00 1 6. 2 9 3 1.88 7.34 47 O 30 7.34 0.26 COLUMN BASE REACTLEONS: Bay Col - - Wind Max ___....._ ----- Seismic ?: id Load Horz Vert 1 1 +/-) Load Harz Vert(i-/-) --- --- ---- ----- --------- ---- ----- --------- 1 1.31 68 --0.22 0.21 0 . 21 0 � 22 < A I:` . .IL" ' wa C"I H I" t W n d e 3 0 A Job No Date Customer Designed By Description t. ANAM 41 MNr. i 1 1" 6 1 J, z Pa 4 ',I WP - Wind Pressure WS - Wind Suction D(,! LI 0, 0 5 0 "I -0. 16 0 77 0.21, 0.21 0.77 0.2'1 U14LO166A Screw Report 3/21/14 3:08pm BASE SCREW CHECK: W a I D a !�'-,,naice NI 4L 0 1 6A Weight Sumriary 3 T o I C o J u-, X W e i <7 . 2 I R,, 11) cz �, aiy� We "ah tt- 11 acina we- k Es, it e i qn Pi n Span suprpo I 7 WP 34 162 1 0, WS -94.0 134.7 0.70 8 1. 1 181 1 0.45 WP - Wind Pressure WS - Wind Suction D(,! LI 0, 0 5 0 "I -0. 16 0 77 0.21, 0.21 0.77 0.2'1 U14LO166A Screw Report 3/21/14 3:08pm BASE SCREW CHECK: W a I D a !�'-,,naice NI 4L 0 1 6A Weight Sumriary 3 T o I C o J u-, X W e i <7 . 2 I R,, 11) cz �, aiy� We "ah tt- 11 acina we- k Es, it e i qn ;,�< s S A F n a s a 2 go I g L, h Fo) w Space ---- 2 ------- P.561 --- 4 ----- 1.333 PURIJN LOCATION: P 4t.6 11 - ,-, Su x.. f Load Dead Edge sho"'I a x ll,oad-------- id Offset Sp ace W dth o Lad MInd R eport id UC Report J 4. 057 4. 0 4. 05 1 0. 79 y 10 O.94 Mom, Shr 2 8.11.4 4.057 4.057 0.79 10 0.94 Mom,Shr 3 12. 4.057 4.05'1 0.79 10 0.94 Mom,Shr 4 16.227 4.057 3,362 0.96 1.0 0.78 Moim,Shr 17.561 1.333 go Tob No U 14 ' , -,0 16 6A M Customer L 0 1 ,-'ON S RU, C F" E N Description III,.(),, Date Designed By Surface mC in I d I 0 I-f 4 .06 ----------- --------------- 5 pn1 ___-__-_She ar (k ) -------- I ------- Moment(f-k ) ------ I --- Momi-Shr-I ---- Defl(in) --- id 11,oc Ca lc Allow UC LC; ILoc Calc Allow CSC; LCILos: UC LCICalc A.Llow LC ----- ------ ----- ---- -- I____ ------ ----- ---- -- i ---- ---- -- i ------- ----- -- ExI ,- .jF?Si-ip -0.04 2.56 0.02 2411Sup 0.01 5.20 MO 241LS1up 0.00 24 0.06 0.00 24 2. 56 0 0 80 4 . 133 0 . 119 z i P t p 4 02 0 0. q4 2 6 0 C) 0 R-La P 4 02 4,28 4 1,1, 4 1 2. 6 0-57 10 L'I"a p 3.,i It 4 . 33 8 8 - 3 0 l,Lap 0 . A i',NA` ION"S d SIL I I j A v LExL 08Z060 0.33 4.06 0 0.00 0."'70 1 08Z060 19.67 1.25 4.06 0 0.00 0.70 2 082060 20.00 1.25 1.25 4.06 0 0.00 0.70 3 082060 20.00 1.25 1.25 4.06 0 0.00 0.70 4 082060 19.67 1.25 4.06 0 0.00 0.70 P,Ext OBZ060 0.33 4.06 0 OJ"10 0.70 5 pn1 ___-__-_She ar (k ) -------- I ------- Moment(f-k ) ------ I --- Momi-Shr-I ---- Defl(in) --- id 11,oc Ca lc Allow UC LC; ILoc Calc Allow CSC; LCILos: UC LCICalc A.Llow LC ----- ------ ----- ---- -- I____ ------ ----- ---- -- i ---- ---- -- i ------- ----- -- ExI ,- .jF?Si-ip -0.04 2.56 0.02 2411Sup 0.01 5.20 MO 241LS1up 0.00 24 0.06 0.00 24 2. 56 0 0 80 4 . 133 0 . 119 z i P t p 4 02 0 0. q4 2 6 0 C) 0 R-La P 4 02 4,28 4 1,1, 4 1 2. 6 0-57 10 L'I"a p 3.,i It 4 . 33 8 8 - 3 0 l,Lap 0 . A i',NA` ION"S d SIL I I J job No U� Date Design6d By F Vi Customer Description )N p ANAM ' 3ULDING CORPORAMN 7' "I I- v c r a e - 0 LExt 08ZO60 0.33 , T d c Show ---.-Ma,. - _-- - - 1 088060 19.67 1.25 nd -po� 61.6 246.4 2 08Z060 20.00 1.25 1.25 0 66.3 265.0 7 8 Mom, Sh 1.25 1.25 0 0 93 265.0 0 0.94 M cj m, Sh 0 61.6 246.4 R E' ".. 082060 0-33 0 i.0 3.9 0 7 1 0 0.94 Morn,, Shr ------ 2577 ------ 1030.8 7' "I I- v c r a e - 0 LExt 08ZO60 0.33 0 3.9 1 088060 19.67 1.25 0 61.6 246.4 2 08Z060 20.00 1.25 1.25 0 66.3 265.0 3 08ZO60 20.00 1.25 1.25 0 66.3 265.0 4 08ZO60 19.67 1.25 0 61.6 246.4 R E' ".. 082060 0-33 0 i.0 3.9 T I t a I ( 1,b ------ 2577 ------ 1030.8 SPECIAL LOADS: Load Location Start End Load rype 7',vaj e ac t r Job No Date 3M/2031 Customer L.M.T. CONSTRYTION-HEII Designed By 'R,H'V, Description 7.0S.F. qOUTRUCTIM RIM Mr, CORPORAMN 10) Do ad rcs 11 � t " _.a A 1 , w L I ;U 1 .. 6 51 n v" 1 i (22) Dead+Co1.IaoeraI.+Snow-PAT SL 1 (23) Dead+Collateral.+Snow-PAT S L 2 (24) Dead+Co11ateraI+UNB SL U14LO166A Purlin ",,ornbination Report 3/21/14 3:00pn Surf System _ - - - Roo Perlin -___ Added - _ Purlin Total Id Id Depth Row Weight Row ld Moo CAN M low M Munc Cain A! low UC 10M 8 LC! Loc 'U C' ---- ------ i r 4 ]GIVE 0 a i - - - I ---- ExtIRSup ------ -0.05 ----- 2.56 ---- 0.02 -- 1 ---- 24 1 Mop ------ 0.01 ----- 5.20 ---- 0.00 -- 1 ---- -- 24 1 Mup .....i.0 241 -- - -- 0.06 0. nO :'.41 1 1 [ t t.' -% .45 2. K 0 . !, 4 ? a 3 ... 0 4 . 33 0.88 10 1 RLap 0.93 101 -qL 92 0.00 t t.i 2 1 LLap 1.27 2.56 G. 50 24 1 ..Lap 4.02 4 .28 0. 94 10 UTap 0. 92 101 -0. Y? 0. H 22 31 RLap -1.27 2.56 0.50 24 i RLap 4 4 0. 94 11) RLap 0. 92 10! -0. 37 0.00 .02 .28 1 f ., 4 1 LLap 1.45 2,16 !K 17 14 1 LLap 3.80 4.33 0.88 3 0 Map 0.93 101 -0.92 0." V'� 10) Do ad rcs 11 � t " _.a A 1 , w L I ;U 1 .. 6 51 n v" 1 i (22) Dead+Co1.IaoeraI.+Snow-PAT SL 1 (23) Dead+Collateral.+Snow-PAT S L 2 (24) Dead+Co11ateraI+UNB SL U14LO166A Purlin ",,ornbination Report 3/21/14 3:00pn Surf System _ - - - Roo Perlin -___ Added - _ Purlin Total Id Id Depth Row Weight Row Weight Weight ---- ------ ----- --- ------- 2 1 8.0 4 1030.8 --- 0 ------- 0.0 ------- 11,030,8 2 2 P 4 103(h 8 4 10M 8 2 0 K. 5, ---- ------ i r 4 ]GIVE 0 ON 1 { 0 3 0 U14LO166A in Roof Myce 3: Ospn Win (k Design load Im the plane of M, puylin wet', PI lk FOYCO in p2a n? of roof ral ;M1 1"M cvlip Customer Description Designed By RON Z 2 J I1 .06 0. 99 - O.O� Id Id _ CalC limit CeIo Z 2 � 3 2 2 2 � 4 � 2 1 1 ,76 U.98 6 3 ll.7G -O9R -0 -OO� O5 ----- 0.67 2 _ BF I2-1 I15,3 3 1 3 2 2 2 3 4 5 Il 6 11 n6 -O.98 6.O3 -O.5O -vO� OlO II3.3 O,Ol 0.67 3 _ L EW _ 32.1 SIA0D�1'D CONN 0.01 ()0� 3 RF 12.1 I13.3 0.01 0.67 3 Surf Line I13.3 0.01 8ull --------------------------------------------------------------- OI4LO166A 1 rce/'ooneo on t it Dafleotiou -- ' ' 3/21/I4 3;08pn | Id Id No. At �,,aobmeot Id Thick Ca 0: Limit OC Calc Calo L i mit ____ 2 ____ 1._EW ___ 4 _____________ Bolted ______ HK _____ O.I25 O.lO O^J9 0.25 58Q.7 0.00 0-20 2 �F 4 Weld clip @08I 0.Z20 -0.05 0.80 0-06 I. Q8 0 .05 0. SO Z 11_EW 8 Bolted clip @8GC 0 .l�5 O�I� U 9 O.25 5OO.7 0.00 0.2O ] L EW 4 Bolt ed clip @0K O-l25 0.0 O. 39 O.25 5003 O,OD 0.2O 3 - RF 4 Weld clip @081 0 02 -V.O5 0.83 0.06 I.09 0.05 0.20 3 R_EW 4 Bolted clip 008C 0.125 O. �7 0 �0O D�2O 3n= Line Panel Shear -Defl.�1on- Id Id _ CalC limit CeIo Limit ' _-__ 2 ____ L EW _____ 22.1 _____ I13.3 ----- O,01 ----- 0.67 2 _ BF I2-1 I15,3 O-Ol 0.67 2 R EW 22.1 II3.3 O,Ol 0.67 3 _ L EW _ 32.1 113.3 0.01 0.67 3 RF 12.1 I13.3 0.01 0.67 3 B EW _ 22.1 I13.3 0.01 U.67 --------------------------------------------------------------- OI4LO166A Roof Panel, Sors�ary -- ' ' 3/21/I4 3;08pn | PANEL LAYOUT: Surf Id Pact Type Gage 2 CR6-80 C8 2VOO 3 CR6-80 C8 26.00 PANEL STRENGTH: 5ur"",a z Roc "" j m Yield Leogtb i? nclio S e t oeo/ 8U.O I7.56 4 4.O57 O.44 800 l7 n6 4 4057 O.44 � � Job No U MA (wT, Date 3/2112014 Description Am I J11 Mr. MRPnRATnN 5 6 7 8 � lO Il 4.� 4 .l 4.1 A.I 4l �I 4A 44.3 32 W.7 -87.A 44� -3B.� 57A I�l� 1 .l 18I.I 04.7 l�ll I347 MIA O24 0 I8 0 .13 O.65 O24 0.2� SAY 12 I� 14 15 18 4.l 4.l 4.l 4.I 4-1 45.7 -25 -36.9 30.6 -89.5 lBlA I�4 134.7 181.1 144.7 0.25 O. I9 7.27 0.11 O�G6 11 2 C I 4.1 4.1 5I-8 39.0 163.1 381.1 0.29 D.23 2 4.1 57.3 Ml.l 0.32 3 4.l 41 16l.I O.2] 4 4.I 3I.3 IGI.I O.I7 5 G 7 4.1 4.1 4.I 44.3 AM 2�7 10.I 151,l I8I.I O.24 OAR 0.I3 � IO lI 4I 1.l 4.1 -543 -I3� 57.4 l3A7 l3�.7 I81.I O.48 OlO 0.32 12 ' 4.1 45.7 I8I-1 0,25 13 8.1 12.2 I91.I O.O7 14 4^I -12,1 134.7 Ch 09 15 4.1 30.6 181.3 0'1I 16 4.3' -55.3 A4.7 0.42 17 VI 5I.8 I8I.I 0.29 2 Rig�A I 4.1 39.3 I8I.I 0.22 2 4.1 57.3 I8I.1 8.32 3 4.1 41.7 18I.I O.23 4 4.1 31.3 181.1 0 .I7 5 4.1 44,3 181.1 0.24 6 7 4.1 4.1 32.6 72.7 18I.I I81.I 0.I8 Y�3 B 9 4.1 4.I -87,4 44 .4 10.7 l8I.l O.65 K :4 10 II 12 13 4.1 4,1 4.1 4'I -3R.2 57-4 45.7 -25.2 134.7 181.I 01.1 I34.7 8.28 0.32 0.25 N 14 15 I8 I7 � �ef t 1 2 3 4 5 4.l 4A 4.I 4�I I3.5 l�.5 l�5 I�.� I�5 -36.9 2W -89� 5I.B 39.9 573 4l7 ]I.3 4�� 134.7 l8I.I I3A.7 l8l.l 18I.I I8I.l l8l.I lRl.l I8I.l l8I.I 0.27 V.11 OGO O.�9 0 2� U32 O.2� Ol7 0�4 0.31 l.5 l.� I'0 !.7 -]2.] -2�G -16.6 79 A l34.7 I3A.7 M.7 I8I I 334 OlG 0.12 0.44 l6 l.G 3.6 -324 3�� -41.9 I8I.l 134.7 1 O22 O.3l I.6 -33.4 134.7 O.25 1 29'7 1 8I.l 0 .l6 I.8 38.3 1 8l.1 O.2l I'8 -I5.1 I34A nIl l.7 8O.6 I8l.I O.45 1.4 -3IA 14.7 0'23 1.6 -290 l]4.7 802 1.6 -41.8 134.7 0.3I 1.6 -30.A I3C7 O.23 1.6 -22.8 134,7 0,01 3.6 -32.3 134.7 0.24 KG -23.8 134.7 0.I8 I6 l8 -I6.6 5lG l�4.7 l�I.l V.l2 O2B 2.0 lU.7 I�I.I O.lO 1.6 -4I.9 134.7 0.3I 1.6 -33A I34-7 0.25 5.8 -9-4 134.7 0.07 2.8 I70 I8I.I O. I0 l'§ -I5.I 134.7 0.11 1.8 53-3 1B1.1 0^28 1,4 -3I^6 134.7 0,23 1.6 -29.2 134.7 0.22 1.G -41.8 134.7 0.31 I3 -30.4 1307 O-23 1.6 -22.8 134.7 0.I7 I'8 -32-3 134.7 0.24 1.6 -23^8 134,7 0'18 1.6 -16.6 134.7 0.I2 1.1 79.l l8I.I V 44 1.6 -32.4 134.7 0-24 1.8 39.3 I8l.1 D.22 l,6 -41 . "9 I�4.7 0 ,3� 1.6 -33.4 134.7 0.25 l.9 Z9.7 18I.I O.lG I.8 38A 18h V2I I I34.7 D-II I'7 8O.� I0I.I 0.45 3.4 -31.6 I34.7 0.23 16 .D -29.2 l34 22 l60 -4 1.0 l34 ]I I6.D I6'O -3 4 -22.8 4.7 I2,34.7 O.Z3 O.l7 1 6.0 -]2.] I34.7 O.24 No _ . M , 6, Dates C Customer Designed By Desc rTob ription gg �€g �++,,wx^^'�qgg��}�syppryry qq�^^�,,pp ,EE UILDI Y l+'4»�v��FS"V7�S1��B4YYV�. 14 4 y 51.A 1 8 1.1 ... n. 1.6 134.7 0.23 „ , , u NO s, .. `D . 8 1 . r. 0.22 0 .9 . 09.) 134.1 0... ice} 2 13.5 . . 3 1 81. 1 . t2 a ,. . 0, , t . t. .3 . 7 0 . 31, .. 13.5 .. . 3 . 8 1 . ._ 0 ,1 7 1 6.0 - 22. , ; 13 43 w . . 5 1 3 .5 j 4. 3 181.1 . 2 v 16.0 .. . .. ,.. 0 .2 4 3 ..,. 2 . 1 81 . 2 t . El 16 .0 t . .. .. . . .. 8 3 ..,. ., .... S 34 . , 0. rl G' A , . A 51 At A K .. 9 x.. ,3 9.4 12. 1 8 1.1 0.07 ]a . 9 Al . 4 1 3 4 .7 `' ?1 14 13.5 -12.1 134.7 0.19 15.5 17 0 18hI VlO 1 5 1..:3.5 20. .1. £3 1. 1 0.11 1.6.0 -15-1 134. 0 . 1:1 i6 13.5 _56.3 134.7 0.42 1.5.8 53.3 281.1 3,24:3 17 13.5 51.8 181.1. 0.29 1 . 2. -- 5.1 .6 134.7 0.113 _. R ... 1,3.5 39.9 { q wJ1..1 y .i..22 16.0 .t � .-} ¢ . .. / .[..34 0.2 2 1.3 57.3 ,1.. 5 1.. 1. 0.32 1 6 . 9 - 41.8 134,7 0.31 3 1 41. . 181.3 J ....� 3 0 . 16.0 . 0 . 1 34. 1 0 . ... 3 w4 13 .5 31.3 181.1 1' . 1 ,x 1 -22.8 , .3 4 ..{ 0 .17 5 13. -5 44.3 1.31. 1 0.24 16.0 -;32.3 2,34. t 0.24 6 .�. � . 5 3 2 . 6 . . 1 81.1 0.1 i. !� , iJ ,3 . 8 1. 3 C1 . 7 i ± . 18 7 13.5 22.7 11.1 11..1:3 16.0 -1.6.6 1.34. tr 5.12 8 13 .5 - 87.4 . 13.1, 4 134.7 l M 5 n.24 15.8 j. ` 9 .. 1, .?,,4 l t8 .1 . 1 134. O . 4 4 0.11 . . .., . .1 _ 13 13.5 57.4 H1.1 0.0 6 . . - 0.9 4 . . 0 . ..� l 12 13.5 4 .. . F 181.1 ) . L 5 16.0 . 4 .. .'J { . . 0.25 13 13.5 - 25.2 1 '. r � r 2 3 293 .r . �i. rr�,,� . lJ 1 3.4, 36r. `9 134.7 0.2 , zry r 39 .3 r x l8t .2<�. 16 13 .. 9. .1 V 66 A . . hit. _ lb 1.i 0.4 ... 11.8 181A 0.29 16. - 11.6 134,7 2.3 a 6_ _ . _ .�. Description T ANAM MWING CORPORATION LOAD COMBINATION: 7o�d � i i z Descr �� ou ____ ___________ I Daad+Live 2 Qead+Soow+Snow Drift _ 3 Dead+5oow � D�ad+D.75�ine 5 Dead+D.75Cnow+O.75�uow Dzi�� _ 6 Dea�+O75Snom 7 �ea�+�io� �zeosureI _ 8 Dead+�io� 5uo�iuol _ g De) a�,l+O.75T,iV e+U.75!;j io Pze000zel _ lO Dead+O- ve od S imoI _ II Dead+0 ,75Souw+0 75wiod �ressnr�I+O.7��oow Dci�� _ _ l2 Dea�:` +O,75Soow+O.75wiod Tzes s ucel _ l3 Dea�+U�75Soow+O�7��io4 ��o�iool+Q.759oom Dri�u _ _ lA De�d+075So o oc 1I _ I5 Q.6Dead+W iod F1ceasuzeI _ l6 wind Soc�iuoI _ l7 Dea�+U0B 5� _ IO �ive 19 3oow+Soow Dzi�� _ 2O Soow 2I D�a�+�io� 2res�uceI _ Q 27 O'IO 22 3O O.Il O27 O.4� 2 Ceu�er l8 2.O 4 O.27 U.I5 I8 �O 2 'O 2O -Q.0 -OO4 0 27 O27 O.23 0I6 2� �3 �.O 2-O -0.O3 �O8 0.27 O27 OIO 0.�9 2 Bigb� lO 2.D -0 Q4 l9 2.Q -O.OG O.27 G.23 2O 2.Q -O .O4 O-27 Q.I6 2l 2 'O - O.O] Q.27 O IO 22 2 0.II 0 27 O.42 ] 1, 8 l5 -0,04 O.27 0,I5 l9 15.5 -0.06 0.27 0 .2 3 20 l5.5 -0-04 O.27 0 .I6 2I I5.5 -0.03 U.27 0. 10 �2 I5�5 O.Il O.27 8.42 � Cezte� l8 15.5 -O .O4 0 27 U'I5 20 l�5 -U.O6 -OOA D.27 O�7 O2� Ol6 2l �2 3 Bigh1C 18 l55 I5.5 1.5.5 -0.O� O.n8 -0.04 O27 �,27 0.27 OIO g.29 0-I5 19 25.5 -0,06 0.27 0.23 20 15.5 -0.04 0.27 O.IG 21. 15.5 -0.03 0.27 0.10 32 15.5 0.11 8,27 0.42 LOAD COMBINATION: 7o�d � i i z Descr �� ou ____ ___________ I Daad+Live 2 Qead+Soow+Snow Drift _ 3 Dead+5oow � D�ad+D.75�ine 5 Dead+D.75Cnow+O.75�uow Dzi�� _ 6 Dea�+O75Snom 7 �ea�+�io� �zeosureI _ 8 Dead+�io� 5uo�iuol _ g De) a�,l+O.75T,iV e+U.75!;j io Pze000zel _ lO Dead+O- ve od S imoI _ II Dead+0 ,75Souw+0 75wiod �ressnr�I+O.7��oow Dci�� _ _ l2 Dea�:` +O,75Soow+O.75wiod Tzes s ucel _ l3 Dea�+U�75Soow+O�7��io4 ��o�iool+Q.759oom Dri�u _ _ lA De�d+075So o oc 1I _ I5 Q.6Dead+W iod F1ceasuzeI _ l6 wind Soc�iuoI _ l7 Dea�+U0B 5� _ IO �ive 19 3oow+Soow Dzi�� _ 2O Soow 2I D�a�+�io� 2res�uceI _ Job No 31413'1'1i,667, Date Customer Designed By P,HW ANAM Description ;Hll DiNr. rORPORATinN (a) S.eismdc results based on base shear vaiiies LOAD C,'OMB. !ON'S ----------------- Max Wind Coeff Franie IL . 0 0 0 Brace 1-000 n r". 0 H!,) a I n"- 2. 1 Sa . aS r -, C i a 0 7 C 0 3 3 0 0 0 0 0 5 0 0. 017 0, 01'7 0 5 0 1 3 0.34 C) 0.00 0.036 0 . 0' 6 0,79 0 . 0 31 n 0 0 1 7 0�01 0,55 . 1 0. 00 a 7 . 0 i.0"1 0.43 1 17.50 35.00 —1.07 —0.43 -- 3 ------ 0.00 ------ ------- 17.50 1.07 ----------- 0,43 3 17.50 35A0 —1-07 —0.43 (a) S.eismdc results based on base shear vaiiies LOAD C,'OMB. !ON'S ----------------- Max Wind Coeff Franie IL . 0 0 0 Brace 1-000 n r". 0 H!,) a I n"- 2. 1 _ Customer Designed By PANEL SHEAR: Timit Ca lo W1n� � I34 Seismio � 38 OI�Q00�� B8��ZN�� PANEL SHEAR: �raoe Teo��oo(k ) Bay 8z e_L oca1 _Bzaca----- ----Wiod--- _ ----W iod ---- --3eiemic--- ax, I� 3t��t �o� 7y�� gzz� Cal� "'A' In:, Calc �im1� 2 0.O0 4 RDB- l.42 7.34 4O 3 4 O lB I7�5O 3!" .00 R f, BDE �- I.42 7 4 O.40 7.34 B.I5 PANEL SHEAR: B�ace �eo�ioo(k ) _ WaIl Base wiod ----Wiod--- Id ' Length ��aIo Calc t, ____ ' 2 ______ 80.8 _____ ' '3I.3 ____--_ ___-_ 26-5 72,8 4 80.0 31.3 26-6 72.0 DI�&0m@l �q�CIN�/ BASE REACTIONS: B�ace �eo�ioo(k ) _ Wall Bay Bca��_��on�e ------Ding _Brace ---- ----Wiod--- Id I� BA Top Type Me Part Calc Mmit CaIo Limit O[ Bl/R� ____ _____ _____ _____ 2 2 O.O 16,0 ____ ______ R 0'625 ________ ROB- _____ _____ ____ _____ 3.06 7.34 0,87 7.A4 0.42 4 3 O.O I6,0 B O.625 RDB- ].O6 7.'�'4 D.87 7�34 O.@2 BASE REACTIONS: ANAM Tob No Gust Designed By o mer R, Description 4R 1H Nmr. r.()PP()PATir)N P '_AVF'l F L F', W,i 0 �J 4 ]l 6 6 A . ... . . . . Sur f Brace Pu r 1 Ba y E" k?z ]-ii, Ll --A x - i-i] k Mlc'me t ( 1, Ax, -- Mlom M '-i' x, d I, o , a , , e lk',j 7 1 (J 1 �1' - . 1, "0 t LK"' ("IC F 1 "'R ---- ------ 2 - 7 4 9 J'i Al 64 053 Nl, cJ S C' 9 0 .0 j 64 0 IF! i 0 5 JS 4 5 a p C DO 8 -- 0 111 3 2? 8 5 3 0.00 2 4 3 3 0,06 RLap 0.06 '7 6 9 0.90 Ll 2 4 0.08 3 .0 3.64 0.56 MidS 0.62 76 10 -0.17 28.53 0.01 2.0 3.64 0.56 MidS 0.56 - 16 11 0.08 11.24 0.01, 0.2 4,33 0.07 RLap 0.07 76 '12 -0.08 28.53 MO O,2 4.33 0.07 RLap 0.06 76 'L 3 0 , 0 6 11 . <. as 0.01 /"' . 4 4 . 33 0.57 RLap 0. 57 76 14 0.06 11.24 0.01 1_8 4.33 0.42 RLap 0.43 76 J U. 1.6 -0.06 28.53 0.00 1.8 4.33 OA2 RLap 0.42 17 0.08 11.24 0.01 0.1 4.33 0.04 RLap 0.04 76 1 18 M8 28.53 O.00 0 4.33 0.04 RLap 0.03 76 2 17.5 4 2 08ZO60 1. 0.90 11.12 0.08 -1.9 5.20 0.37 LLap 0.43 77 2 0.90 1 1 1 1 1 1,2 0,08 -1A 5.20 O.37 LLap 0.43 77 r 4 , "10 0 4 28 22 1, L a p 0 2 " 0 . i 1, 2 4 . 8 0.07 0 Lia. 1 5 0 1 2 0. �9 LLap C' 0 3 2 .2 4 . C", 7 4 R "ll LL"ap 6:" l p 4 2 3 L� p 60 i 4 E,' 0. 4�, T T 'I 4 f)4 - E a v 4 0 Am Customer Designed By RHW Description 12 -OA5 28.53 0.01 DA 4.28 0.07 RLap 0.07 TIT 18 -9.15 28.53 0.01 0-1 428 0.04 IRLap O03 I3 O.0 II.24 0.01 2.4 4.33 D,57 LIap 0.57 76 _ I4 0.06 11.24 O'Ul I.G 4.33 0.42 I&ap 0.43 76 15 -0.06 28.53 O^UO 2.4 4.33 8,57 I�,ap O.5? 7� IG -0.06 28.53 0.08 1.8 4.33 0.4I LLap 0.42 78 ' . 17 0.08 '11-24 0.01 0.1, 4.33 0.04 LLap 0.04 76 38 -0'08 20.53 0.00 0.1, 4.53 0.04 Z�ap 0.03 76 ^ Sur Brace PozI B ay Boclin Load ----Anial(h >--- --Moiuert(f-k )-- AxI+Mom Max Id Wcate Id Jd Tam Ij CaIO LOit HC QaIc" I, imit O(" T"oc nC KL /R J I7-5 I I 0$1060 O l y 3 .G4 O.53 iNlidS O.59 78 2 -P,17 28.53 0.01 1.9 3,84 0.53 MidS 0.52 76 3 O,67 11.24 0.06 O.2 4.33 0 .05 TRI, a 1) 0.I0 78 4 -O. In 28.53 0.00 0.2 4.33 0 .05 BLa� D. O4 76 5 Ox7 11-24 0.08 O^8 4�33 0.2I R, I,, p 0.25 76 G -0.I3 18'53 0.00 8,8 4.33 0 �2I SUap O.20 76 7 0.67 I1.24 0406 0.2 4 0.O8 @ F) 0.11 78 8 -0.13 28.53 0.00 0-2 4.33 O-O6 RI, a p 0 .O6 78 ; U.3O Il.24 V08 2.0 3.64 0.56 Tid5 0.62 76 lO -0.I7 28.53 Q.;I 2.0 3,64 0.56 Wd3 0.56 76 Il 0.08 1I.24 0.01 O.2 4 Q.O7 1'-,��1:� O�O7 75 12 -O O8 28.53 V00 0.2 4.33 0.07 !Gap 0.06 76 I� O.�6 II.2* 0.01 2.4 4.35 O.57 Ow 0.57 76 14 OA8 Il'24 0.0I I.8 4.0 0.42 !Qap 0.43 on 11 -0.06 28,53 0. GO �4 4j� O,57 P�ap O57 76 1G -0.50 2V52 VUO I.B 4.33 OA2 lKap U.42 ~��El J' b No U 11 L& L in", Bate Customer C o i l 111101 Designed By Description Am , t..'560 .. nM ZM .. .. 0. 6 . 11.12 0. i . _.,_ 4.28 0. .. idop 0.12 7" V90 11.0 V98 2. 0.20 y 0. `k.. r 11 0.22 11.12 E02 7 M 0.09 7 13 0.36 11.32 0.01 .6 ., .f a,Lap 0.62 14 0.16 11.12 . 0 1 1.9 4.2 t . 4 3, \ a t x a p 0.41 7 p . K22 .. .. 11.32 MY OX,. . 1 M 1 " , EAP ;Wk 0.04 .., c"3p 0.05 1 .04 TAny 0.94 4 0.67 1 .. 12 0.06 0.2 4.28 0.05 Wap 0.10 77 .7 -0.13 28.53 0.00 0.2 4. 26 0.07 FELap 0.06 77 6 0.67 11.12 .06 0.2 4.28 0.07 P -,L -gip 0.12 77 12 °U.15 28.53 0.01 0.3 4.28 0.07 RLap 0.07 77 13 0.11 11.12 0.01, 2.6 4.28 0.61 RLap 6.62 77 14 3.11 11.12 6.01 1.3 4.2 0.46 RLap 3.4E 77 15 -0.11 28.53 0.00 2.6 4.28 0.61 RLap 0.61 77 17 0.15 11.12 0.03 _ M 40P fK 04 . .,rye 0.05 ? $ 0.03 k f b M v - .. . . 0 .. . 3.64 0.53 .. . _yt 0.52 I6 0.59 6 4 0,67 jj,24 0,06 0.2 4.33 0.05 5 t ,.;gip,} 0.10 76 5 -0.13 28.53 0.00 6.9 4.33 0 M IjAp 0.20 7 k", 6 n.67 t 10 0.90 11.24 WE .s . a.... r;2 6 'C IL 52 0 4 0. r .. .. . .. T 01 'K QO 5.2 .. 4.0 .. _ . Q Pop 0.07 f '.. ... 1. U .. '2 ., 6 -0, s. ._ .... . TOO ;.4 4.31 u, 2 A h S n S WV ._.,. p 1.57 ..` Kh v ., Am Job No UIA01667, Date 212110141 Customer L.O.S.T. CONSTMICT ION -PEN Designed By RM',' D e s c r i p t i o n S UK K� 10 Eavy Strut, Longitudinal lzadQialb 21 A 7 4 pvjw� Bay Axial Calc 4 3 08E060 20.00 1 . 1 i= . W. 2VOO 2.17 (h 60 2000 '' 0.20 2VO4 3-10 0.11 ArAm 1 Ax h; 1 Mw U14LO166A Eave Strut, Longitudinal Lvrad DIY all= U 1/23/14 1:04xr, _ ., n �_ .,�, . ., 4 4 NED60 4 3 08E060 14 A3 0.15 1 08E060 0.20 20.00 1.10 0.11 14 .813 0.17 U14LO166A Eave Strut, Longitudinal Lvrad DIY all= U 1/23/14 1:04xr, _ ., n �_ .,�, . ., 4 4 NED60 4 3 08E060 4 2 08EO60 4 1 08E060 �y 20.00 1.10 0.11 2" 00 2. 17 0.60 20.00 1.10 0.20 20.00 1.10 0.11 14 . E33 0.07 0 14.83 0.1.5 0 14.83 0.07 0 14 .83 0 .07 0 314LO166A Strut Bolts 3/21/14 3:08pm RAFTEP , CONNECTION: !.cat '�n Porl Q IMf z Ew Buited Clip RigH EW Balted Clip EAVE STRUTS: Wall Fro Line j i Ew 2 A R'F 2 3 P P Back SW Eave Strut Direct Bolt Direct Bolt FT o n t Sv%,' Elave Arm Direct Bolt Direct Bolt: Direct Bolt Selected— No. Type Dia Wsh, 2 A325 0.500 1 2 A325 0.500 2 A325 0.500 2 A325 0.500 1, 2 A325 0.500 1 2 0325 0.500 JL a k1a eO��Im3� S e Id Pert (��> --------Bult_Capa�icy-------- O8�0 50 4'O6 3 I 4 5 I OGZO80 4 U� 2 2 l l l U8z OGQ 4.D� BeIeo�e�-- ---Sbea�--- --Beeriog-- 4.O6 3 I 4 � 2 O8�OGO �.O6 Calc mit CaIc �imit �ati� 2 I �w I7.5Q 2 A3O7 O-50 0 0 0.98 A.42 G 9 5.O4 O2� 2 2 �E l7.5D 4 A30 07 8.84 D'90 2O.I5 �.l2 I7.5O 4 7" 3O7 0 .50 0 0 l.07 9.84 0 .90 2 0.I2 2 4 RF 17.5O 4 A307 0 .50 0 O 0.90 8.84 8'90 20 .1 5 0 1, 2 AJO7 0.50 0 O 0.9O 4.42 0.80 5,O4 O.2 3 I 2w I7.50 2 A307 O,500 O O.98 4.42 0,90 5'04 0.20 ] I7.5Q � �307 O.��U Q I.O7 8,R4 O.BO 2�.l5 0. 12 4 �307 �,5OO O I�Q7 G.�@ 0.B0 2O,I5 0 .J2 A 3O7 0 .5Q(D D 0.90 8'84 0,2D 20-1 5 C 3 5 C� I7�0 2 ��O7 O5OO U 0.9O 4.42 0 .9O PANEL SCREWS: Dia Washer Zone Part (in) (in) --------- ----- ------ Iotecioz BI0�O U.22 O.5O �dgw 8l8]0 O.2� O5O �o�nec BlO3Q O22 O.5O 8a 2� 0,45 �O�TI� Space Tension (ft) (k ) _____ _______ I.OQ 2.78 lOO 2.78 I.O0 2.7B I,D8 2.O0 -----pozlio------ S e Id Pert (��> 2 l 2 I 1 0 G%O60 O8�0 50 4'O6 3 I 4 5 I OGZO80 4 U� 2 2 l l l U8z OGQ 4.D� � O8Z� 0 6D A.O6 O8COGO 4.O6 3 I 4 � 2 O8�OGO �.O6 0 Sal f ninu y"y L y d 10 Q j T�d i u! �"cv T m! 2 2 1 1 3 4Vhj V 17 2 6 v 2 2 0 4 2 -0 2 .2 4 0 6 4 i .D 0 2 ? 0 4 3 1 2 1 24.39 0.10 0.26 V 27 K 14 0 -3 3 1 1 3 Oh Q V 17 V26 0.27 0, 74 m 6 4 3 1 41 " GI . P ? 0 . ]_7 0. 2 6 0 . 2 0. " ", ',,`,)' , 6 4 3 2 1 i 21. 30 0.11) 0.26 0.27 Loc 1 d Fo K c 1 F 3 LO:L cjy 5 Right edge BASE SCREW CHECK: Wall Base Dia Space Shear Wind Seis Limit Max Id ILength Part J "i (ft) (k ) lk ) (k A J ----- ----- ----- ---- 2 80.00 H1040 Q.Z� 1.00 2.00 0.031 V 026 0.210 4 BNOO H1040 V22 1.00 2.00 0.031 0.026 0.213 (a) (a} Panel Shear Not Used U 1 L 0 1 G 6A 14 1 5 P Roof PuQ Eave Roof Bracing Wall Hravinq 2061.50 536.48 89.64 C - 2769.84 U 1 L 0 16 6P, Sumnary 1/14 1: P"""Pm Iml M119 Dosign Basin C IN(3 CODE- Wind Code Seismic Zone WS Norkirn; S7 Y N A'U !BC 09 B MODULUS OF ELASTICITY Hot Rolled Steel 29000 Iksi Cold Formed Stew! 29500 W! U14LO166A Bc'ise 3121/14 3: 12 Qgwieue Bearing a.00 m3 Belt Shear Stress= 11.60 (ksi BASE ----------------------- PLATE & BOLT SIZE: Max ShearrTension --Column Ease— Crauip- --Plate Size(in)-- I I 1 en S "'i e a 1 . ..a .ax Shear -Shear( Loc . ----- I " Ap --- Mvp t h ----- Wi&h L e ngth ----- ------ Thick ----- R-w n K (3age - Limit uc ----- - Left p 11.9 8.0 12.00 0.375 2 0.750 4.00 15.5 O.26 Right P 11.9 8.0 12.00 0.375 2 0.750 4.00 15.5 0.26 BASE REACTIONS: Max ShearrTension mn -Max Crauip- 1 en S "'i e a 1 . ..a .ax Shear Shear Tens Lo" A. iy (k i Ld Fj(k Wk n 1, S.. J Fx r k W Fy k 1"f'r 5 22.4 67 -B.L 2.5 64 V1 b4 4.1 _3,9 Ri"A 6 12.4 68 -8,1 2.5 66 V1 66 4.1 -3.9 WELDS: Outsidejiangejo Base insiTnIjawo T� %Fe '. ----- Web"Jo Base---- - B 1 heaTtkAn " , ",' �,/ � � 1 ", Sheark/in id S A Typ Caic idmiz Si7p Typ C"v 1101 Size Typ Cal c Limi Job No Date 1 '20 1 4 Designed By ,,,, >v � Customer ANAM Description 66L_ _OV I L 3 2 e Y2 ks I PLATE DESIGN: --___- - Max Monr e n L - - -- - - - _-____ - Max Shear ------ Splice Ten Load Axial. Shear Moment 'Load Axial Shear Moment Ede q Req Bolt id Typ Loc Id (k ) (k ) (f-k ) Id (k ) (k ) (f-k ) Thick Die UC -- --- --- ---- ----- ----- ------ ---- ----- ----- ------ ----- ----- ----- 1 LEE Too 45 2.5 8.6 48,3 5 3.2 1, 42.9 0.526 0.583 0.84 FA 6'? `z. , "', --,: 6 - -39,' 0.424 C) . 5 ",-)3 3 0, 90 2 2 0 . 2 0.39 0 2 0 4 6 0. 87 V 1E I'or) 4 1 2 -11.0 4 0.5,'.6 0.583 0.84 E 6 6 0 - '9 0 . 4 2, 4 0 . 1 5 9 3 0 , 90 To 'I'yp Loca Le Depth W i d t111. 1'h i c k Di a Gage Gag e2 RowT SpaceT RowB SpaceB RowI -- I --- VLE ------ '1- 2 ----- 11.50 ----- 6,0 ----- 0.625 ----- 0,625 ----- 3.50 ----- 3.50 ---- 2 ------ 3.50 ---- ------ 2 3.50 ---- 0 2 -EE 2- 3 11-54 6.0 0.500 0.625 3.50 3.50 2 3.50 2 3.50 0 3 VEE 3- 4 111.50 6.0 0.625 0.625 3.50 3.50 2 3.50 2 3.50 0 PLATE DESIGN: --___- - Max Monr e n L - - -- - - - _-____ - Max Shear ------ Splice Ten Load Axial. Shear Moment 'Load Axial Shear Moment Ede q Req Bolt id Typ Loc Id (k ) (k ) (f-k ) Id (k ) (k ) (f-k ) Thick Die UC -- --- --- ---- ----- ----- ------ ---- ----- ----- ------ ----- ----- ----- 1 LEE Too 45 2.5 8.6 48,3 5 3.2 1, 42.9 0.526 0.583 0.84 FA 6'? `z. , "', --,: 6 - -39,' 0.424 C) . 5 ",-)3 3 0, 90 2 2 0 . 2 0.39 0 2 0 4 6 0. 87 V 1E I'or) 4 1 2 -11.0 4 0.5,'.6 0.583 0.84 E 6 6 0 - '9 0 . 4 2, 4 0 . 1 5 9 3 0 , 90 Job No U I W Date 3 TIMOR Customer L.O.K.T. CONNTAUCTM-NA Designed By ,11,1 Description 1, A� y, T, CONfTpjnjj ! �:q, d 2 4 i Dead Vol latera 1 +0. 75Snow4 0. 7 MY& UO20. 45 Mod i CAL]—'a te ra 1 i 0 ., . rJ' Right2Q.7KSn(:`& K5 O.K)eadMind MR] 05 OADCawwMQijy1 U14LO16!JA Bearing Stiffeners 3/21/14 3: 1 ly)Sn Stiffener Yield = 36.0 (ksi SIZE: Location No. Depth Thick ---------- --- ----- ----- Left Col 1 13.50 0.188 Right Col 1 13.50 0.188 - S ,_, i f ", e n' ('�� r Width Mik ----- ----- 3.00 0.375 3.00 0.375 Length 13.30 13. 30 I - Mmpressionlk M L'oad a 41 41 A (AA 0 1 Size TyD Mc Limst 3 13 n VAO 6. 9 0 ANAM Job No U'- Sate Customer -T,.�' , 'I', Designed By Description 3ULDING CORPORATION 0 J� e -wj rj 4 6 A F.11�inae Braces 0 J 0 .n l r F'� ,, 1, J i �", J e .", 5 5 DESIGN: Force 5 0. .70 2 4 0 4 0 1 4 6 0 a 5 5 4 4 0 4 -1 Bra 0.03 0 . 04 0.03 4 0 . ()4 0 . 0 t. G . 0 4 T e 1 0.02 () . 0 4 0 . U:5 0.04 M4 2 0 . i,J 4 0 n y e C 0 0.02 0 4 0 3 ,).02 0 . 1 5 r� . V 6 0. 02 0 05 0.02 0 4 c "A � 'n Seg W b B r A c� e lng�e Id LI o c Side Part I d Depth Offset Deg y ength Frame Pu r J, n Ciip "Fraine Puri in ---- 1. --- 1 ---- 1 -------- L2525105 --- 1 ----- 12.53 ------ 28.50 ----- 65.4 ------ 28.04 ----- O 500 ------ 0.500 ----- ------ Clip ------ Web 2 1 L2525105 1 13.11 28.50 64.4 28.28 0.500 0.500 Clip Web 2 1 1 1 L2525105 2 11-50 28.50 67,4 27.63 0.500 0.500 Clip Web 4 1, L25251, P. 2 1150 28.50 67.4 27. 6 3 10 . 5 0 0 0 . 5 0 P Web 3 1 1 L2525105 3 11-50 28.50 67.4 27.(3 O.500 0.500 Clip Web 4 L2525105 50 2 8 . "' 0 (,, 7 . 4 27. 6 3 0 5 p b 4 1 1 1,2525105 4 12.53 28.50 65.4 28.04 0.500 0-5-00 Clip Web 2 1 L2525105 4 13.11 28.50 64.4 28.28 0.500 0.500 Clip Web DESIGN: Force 5 0. .70 2 4 0 4 0 1 4 6 0 a 5 5 4 4 0 4 -1 Bra 0.03 0 . 04 0.03 4 0 . ()4 0 . 0 t. G . 0 4 T e 1 0.02 () . 0 4 0 . U:5 0.04 M4 2 0 . i,J 4 0 n y e C 0 0.02 0 4 0 3 ,).02 0 . 1 5 r� . V 6 0. 02 0 05 0.02 0 4 c "A � 'n ANAM Job No U'l 4�-J I Date 3/21/2014 Customer 1-0,v�7' C'ON-S ON- BEN Designed By RHM Description M M rMr ('nPOn."AADOM W-1 To Kann We jnv � e " :-, - ", "� '� ""'I -- - . -- SF. !�ad Shear jxx Shoar(k/in i 10 ld lk ? MY too) Me TVp Calc LimP.. 1 42 4.0 6,'7 90 0.188 F 1 0.30 2 2 1 18 5 M? 3 1 N V 188 Fl 0.71 2 8 Snow Drift Drift Dr�ft oval MCI, FLANGE PLATEM) ipno'da sogments aIMM 3: yn ---------------- —Initial— -Requ iced — Wj,, 'Phick Width, Thick Locate An) (inl (in) (in) I't col 5.0 0.188 5,0 0,313 Rt Col 5.0 O.i88 5.0 0.313 WEB PLATE:(b) ------------- ------ h�wj ------ Mar Rita! MoM Force Lomne ff-k it CV1 45 3 2 46.3 48. 8 --- al— wab S"a r Mick Limic Am I (k 0. a,, .n 2 25 2, . 64 --Required— Web MW c" r Thick Limit, "n) (k 0.188 50.02 0.188 50.02 M 'ANAM No Date 4 Customer Designed By Description F 2 - RATIO - N I BUILUNG CORP U 4 j i 6 0 Mem Seg --Flange- Web 1)epth -P late --Max - Shear- --- -O -Flg--- -F Ig--- id Id Ler Wid Start~ End Web 0-f1g :I -fl Id Ld Ucv Id Ld Uco Id lid Uci --- --- ---- ---- ---- ---- ----- ----- ----- --- --- ---- --- --- ---- --- --- ---- --- 1 1 15.4 5.0 11.5 13.5 0.125 0.188 O 250 1 43 0.29 17 63 1.00 17 45 1.02 2 2 15.8 5.0 11.5 11.5 0. O 250 0.250 18 5 0.77 18 45 0,90 18 45 1.02 3 5 8 0 1 . 5 11 0.1,25 0.250 0.250 59 6 0 , 7 7 59 A 1 0,90 53 9 4 1-02 4 "1 4 5 . (,,, 13.5 11.5 O.i25 0. 1,88 0.250 76 39 0. 29 E 0 (3 5 1 1 -00 6 (", 41, 1.02 a. LOAD COMBINATIONS: ----------------- — Controlling Load Corrbination In Design Summary 0 Job No Date 3fT i/2014 Customer Designed By All! ' MDescription ...... T': IB ucJ_ I+�I �O - Dead+�iod �oo�I+��I0�I_R2� Dea iod�IoogI+��I�DI_�28 2� - Dead-�iud_�ougI���ZNDl_�2� 2� - Dead d_I�og�+�WIND2_�2� 24 - Dsad o�J_ n c�2+��I�D2_�2� 25 - Dead-�iod_ g2+�wINQ2_��� 2 Qeaci-Wind_I oog2 _B�� 27 - Deaci+CoIlat eral+O 1ve+O75m1u� _ 38 - Dead+('oIlat. e O ive 7��ioc" _ e�c2 z:9 - 1) eod+Cn11 atezal*O.75I, ir 3 _iigb�l 5O - Dead+ColIa tez al +O O.75i 31 - Deed+Col lateral +O.75L1ve+O.75Wi rid _i 4ug1 +0.74 K1 N DI_1,2E 32 - Dead+Col lateral +O. O _L oogl+O.75 WI0DI_R2EE� 33 - Dmad+Collatezal+O.75Live-O.75wiad_ Long 3 +O. 75LWTND1_L2 E, 34 - De a d+CqIIa tezal+0.75Live-D 7 iod_ ogI+O.75 E)I_Q2E 3�5 - Dea�+ColIatecaI+O.75Line+Q.7K&od_Koag2+O.75VWI0D2_NE 36 - Dead +Cnl lateral +Q.Mire+O.70% og2+O �wImD2_ 7�� 92 8 37 - Qea�+Collatezal+0.75�ive-O.75�1od_ioo�2+D�75��IWD3_�2� :"-"8 - Ia; era I+O.751ire-O.75Kod_! Daed laLeral+�758now+O7��1n� ong2 +�75 �efrl+U75Sno� WI0A_B22 Dci�� 4O - GI#- D�a�+�oll��ecal�075Soow+O.75win� Dead+Collateral+D.Mumw+O. _ 75Wind �e�cl _ �e���+O�75�oow _ Dz1it 42 - Dmad+Collatecal+O.75800w+8.75Wir�d Left2 43A- Dead+�ColIeterel+0.75Snmu+0.75Wiod _Bight1+0.75Sou*_Drift 44 - Dead+CoIIateral+0,75Bnow+0.75Wiod_lightl 45#-''Dead+ColIatezaI+0.75Snmw+0.75Wiod _ �i���2+0.75�aow _ Dcift 46 - Dead+CmllateraI+0.75Suow+0.75Wind_Bigtit2 47 - Dwa(J+ColIateral+O.75gnow+0.75Wiod_ Long NO. 755now_Drift+O.75�gZ0DI_ 21 48 - Dead+ColletezaI+O.753noW+O.75Wiod_L,00gI+O-75 Snow _Drift+O.75LWI0Dl_R2E 49 - Dead+CmllateraI+0.75Soou-0.75Wiod_Loog1+0 .75Soow_Dzift+O.75LWI0Dl_L2E 50 - Dead+ColIatarel+C,75Soow-O.75Wind_LongI+O,Moow_Drift+0-75LWINDI_B2E 51 - Dead+CmIIateraI+O.75Soow+D.7io 5�d_LoogI+O.75DWI0DI_1,2E 52 - Dead+Collateral+O.75Snow+D.75Wiod_ Lori gl+U.?5LWZ0DI_R2E 53 - Dead+CmlIatezal+0.75Somw-0,75Wiod_I,oug%+0.751,WIND1_L2E 54 - Dead+CollAteraI+0.75Soow-0.75Wind_lnugI+0.75MIND1 55 - Dea�+CoIletereI+O.753ouw+O.75Y1nd_ +O, _82E 75�oo�_DriI�+O.751- 56 Iateze1 +0.75Soow+O.7Aind_ _DzMt+0AMI0D2_R2� 57 - Dead+C*lIaLermI+0.75Goow-O.75Wind_1 oog2+O�75�oow_Drif t +O'751XI0D2_�Z� 58 - [)ea Mind _�oo�2+O.7�Soow_Dzif�+O.75��IQQ2_�ZB 59 - �+ Il 75S Dea�oe�e��l+D.00�+O.75��od_� 2+O�75� oug�I0D2_L 2� GO - Dead+Collatezal+0.753now+0.75Wiod_�mo��+O,75��IND3_�2� Gl - Dead+(�olIa�eraI+�75�oow-O�75Wiod_�oo82+O�7���I0[,2_�2� 62 - Dea�+CoIla�e�eI+O.7��oow-�75�io4_�oog3+075��I�D2_B28 63#- O.GDeac +WioJ Le±tI _ 64 - O�G ar! +Winci Le±t2 - �54 - 0 .8Deed+Win�_R1 9bi I 0 .81.) ead iud_i oog @ImDI_�22 �8 - 8GDeaci+Wio� �ou�I+��I0DI �2� _ _ O,6Dee�-�io�_�ooqI+��INDI_�2G 7O - O.6Dead-�iudS2� 7I - 0 .6Dead +W ioci_�oog2+����D2_�2� 72 - 06Dead+Wiod_�on�2+��IN�2_82� Job No 'I' Date "'2 0, 4 Customer i". .., ,. 3'�..: Designed By Desoniption �ANAM I I "q iu I No t Date Alwl Joky Customer :, .. .< ri x ...,.w..: o, Designed Description y ypRy.gyy };� „' ( � + y FLATE LIMITS: Web Area/ U Depth W ..4..xk/ tf_xV4:asl..M ...... a -- i.4 ° ,rwa i ...r. ...T :.... . J m .._ C. Ca T_ l.-y� a 4.e 1 1-, s X. 1 . }�. . 1. ..0 C. aiC _err t it i i. 0 .., , ... ✓ t. 3 3 0 18 t B . 12 . .. 10 _ e 2 , ,. i ( . 3 <.... � Ratio= 0,1 Job N o d:, . f � r r, + "s, Date > . CANAM Customer ,�...:C,. , ...�.� Designed By Description S TEEL SADING RPM TI 4 � � 0 . � 0 Id 4 .. 0, 00 ,,r.00 3 `: fit. 4 o 28 -1.94 1.33 0 00 0.00 -2.34 4.82 0. 0 () 0.00 0 2.6-5 2.83 0.00 0.00 1.64 -0.59 0.00 0.00 30 2.34 4.82 0.00 0.00 1.04 1.33 0.00 0.00 :31 1..45 -1.79 1.00 0.00 - 1.38 -1.15 "i .88 0.10 33 ]A5 M4 0.00 0.00 -1.38 3 1 . 4' MO Cx t 35 1.14 0.16 3.00 0.00 -1.07 0.36 1., (1. tO 36 1.07 0.00 1.88 0.00 -1,14 0.16 i.88 0.00 37' 1.15 2. 79 0.00 0. - 1.08 3.42 0,00 0.00 30 3..08 3.4 0.00 0.00 -1.15 2. 3.00 0.00 t. i��� .. .. , .. n ., t7.:� Cd ,. , f 0.00 a �t, r, c €r ..... 6 2,3 00 , 70 ,.. 4 i.,86 0.00 „..( , ,"31 � :1 vl,i „' 0.0' ? , 2 0 . 1.88 0 . , i 0 2. C ..,._. b.73 0.00 -37, .. .. t 8 3 , 2 i? 10 t } 0 t.` C! 4 J .r 3,8 ,. 0 ) Job No Date CANAM Customer T, ON-Bl"M Designed By PH Description ; ST EEL. EUILQ ORATION �' << 6 4, w ,..... ... . ,.? 0 - 0. 35 t 2 3t 7 z . . it -0.44 8 . h 3 2, 0 .. U 'v try i ...-.. .,. � ., 0 s. �;,.` t t t.�r y '_ . '?. X`# � ?.,�- 0.00 0 , C M6 MO .. G ,s. 0. t`.. .�, ..t _ 2 2. 0.00 0.00 0 • i s . t.,. . 1 ... t.. i 0 , t L:' - 0.26 .a1 ..i. 0 a 00 .,� . v ... 8 L 0 .44 i,50 0 .5 3 0.00 - 0.4 4 1.50 0. 0.00 82 0.44 2.24 . 00 0.00 -O A 4 2.24 0.00 00 0.00 83 _0.09 0.58 0.00 0.00 -0.4 1.09 0.00 0.00 84 0.47 1 0.00 0.00 0.09 0;08 0.00 0.00 0 r " 9.81 0.00 0.00 -2.1.2 6.00 0.00 0.00 0.00 ft 10 01 ..2.1.0 5.95 0 ..0 0 O . ''D r 89 2. 1 2 6.00 0.00 0.00 -2.0 9 .81 0.00 0.00 90 2.101 0.95 0.00 0.00 -2.08 9.86 0.00 0.00 }',.'il,.�.i, . 1 C . ,. 1 0 8 Job No Dat 3 C ustomer ON ,. , . x .;' ".. ; Designed By Description , 1 'y }why SEL . . t.. 4 .a �.. 11 ... R�3 5 _,. 0 4 4 U., . . .._ ., :. , . 0. Lateral L.efJ Load @ ` "ova Of Col Very Defl Id Left Right @ MIdspan 93 1€92 3394 431 94 3393 1 792 433 95 863 1616 206 96 1616 863 206 UU . 0 . % 7 6 .. - .. .. , +.. .._ .5 .. e. .. T y e f 2 t Hor�i'.zontal Sprlinq P - DEI-11"A C H UDJL rec An a Ratio Left C o 1 umnk 0.0484 Right Column: 0.0484 M Max f,irst order drift (in,) = 2 3'1 Max second order drJft (in = 2.30 U14LO166A Rigid Frame Clearances 3/21/14 3:11pm VERT T CAL CLEARANCE: ----------------- 4 i ari CLI,-'ARA Cl N c', a t i 0 �n Le Colum� 1P,"i"ght, 14, 'Cp'_, 4 (�i `3 0 X d 4 L t 16 6 'A' 4 r r, +r P E M M1 k k Y � i • * Y • F � Y � • * M f t 6 �w I 9 t t I t. i 3 t t P 1 I d 1 I t f i i t t 440, t ?4,Q w e:s tn C� G"} C" M to y� TT' mA ' a 5 we � a 14 T f an F . h4' lb.hetry9 'uh, Alooll, �t th,,` Liu b.Cbbq n't— 11111--t A .,111 _eUb m"Of"'a -A to st " naa Ii eo Ia, ftn, "O"ev ,, . d,,y "y' rbtl d.q oa— rs,lwe. i", A C my llt Ill- t .101 In"d R kd P Stdvoy t'j,q Soowy wwt I .oijl -10 1W oblione III 1,V,,Ctob C, l "0" Ivry :act ^ns€ ItWo—tt"I :5 0o'—w- ,w, 0 kA low Div nq,d vo, 'i—M nwt,itn,-t n W.1110suod 11th )SHI -. ipucasfxmm�kg. A325 & A490 Btaft tiq0n,C,jhq f r,Y, 'n-nd, pooe, -A f."AN/MA 5 w6 Vto, r-q- qM 'l, -i"se '"u"o rRCtYCY'niS. up art t ares. trt, .1 Ic—t—I --rhadw A4 A" ows io pl No—q "tpts t -d 2-1- o t"d 4 .hs, Z"b"Is mat C'.bit,, 'onni-, .1 It ... A— —ft - sa 'ho --en"'b" 1 h. Dop �-,N- R-o'. (w lbe p'lli-t odnAd Vole"Abb to t"Ohl.t. I., Ibe I" C,I. is —t- r.so- .".. P., tKi—OSId idtlM "nqb St,. —t, A Pt .d a—m 0"ttob catinbby w ot V: MIt-1-1 , iIV, 'A""mt, 1t. ...... 'V !,,a n.i InIddi.q -tapste, n,wi st, "tifiila 01 O a r•.Id Alblu be appmead by th. ""hes WIkh.q ..00e, 60.1e ..k is -6.1tak— Co mod. ioti— d) ryP UNO - robisal U,aa,% n.t.d Qth,.o,. t 4 Sim m si—N, u) v Short Leq Venica q7 NOC Ntn l, C-1,sct i,LV L.q VIInh,it st, ote. Lme 11 9— dlit 4 Is, SCoe N 1 A - x:1ClL1 t-901 MRA �,�Cta� 9 —d"la C"Xe aura ",I 1 `1X A. 'iVII-111 a ,A, lW ta, ,ji I l-, — Coi C1 A z I'll" Ills ."ag"'q ho, I101.0 - ,M 11111sal 1 1 se sio"Ib ..IV ildh", VI Mll, Jltil A f All W II" P-11sly 011 V, I', v -o"I 'M HA l MSS .,Cx 0 dv'In—, '1-- "'W o— anmml'-D��.bart 14 A t I N R vdeo Vinie I,nt bn@ an, ..aWna. f .,"Iwhine -th AN`b/AI 360 Spbb,ljC,,g I., bA,,lot Stec a q th CAN/oEIt SIS "Le ,,it 5tol,n, S5 as Stye it, ms "..¢r 'p-Ifitao benc.q o Z') As W q At St Alntf N 606CIIt are lh., AWS Q Set.nx walo,,,q COde - Stoat or CAN/CSA W59 "ini4ed N C,, All Weld $F Its the soec,Ned 4.k x" AP ,dd to 4 ettig - 11 Ift otMobooll libil ANS€ /AtSl Sit '136 pau PauGians t IN. 0 03 , 9e ,f c6d 1 011 - 4 1I St, .,urea 01 Q @d by the ".040 t IdiWs ".a. .SAN b mrts eta r4 & ce"I IC—.4 st-i 5 ...a ., Avoi 3 ca s. - Si Stwl ,, i>N/ W59 ,selm.a S,m d ct 4e , t imbal s:11 ,y I e pecifIvc b-dAIg SlIntle, flV , de P;-A72 x0 C Ott s C. CANi'CSA A;ij65 no 447 ,,I ij l I, ,, l, i � anqd It + wgeo .tit (his p—lIct, hey '4 RNCii ", , i p eq —1w It.,l 1 — I.. "moo "I C 111.1'11 o,,,, Vf '511-1 5"Z6 7 �18 11 :,},'SSA 54nny -,lC,5 4:e40 1 ,11Ckl-1 sales Mg1ct22L-5=cAUa=g-w , Iolo , ;tblall /4' —.— iN, 72 C,n, o }IVQfl IWnb Wet — AS I �,',$i SL,n,' A36 C Al377 i"ov "D 15, "'.0o 146 ; . Abc* A.d. KS6 ATI�I! V, Ato Plait V- A792 "1".- 80 JR isoof P-l"l C;"C, �io, "Im "IN't Vhii- PI-N.1 Ae,53 VA.,i. A0, ^ q2 : o A529 G,,.l!e "SA N4 g ii.tt, A325 7,,pe iot - 'as adw 4.1e 80.0, PROJECT NUMBER: ----U -14 LO 16 6A PROJECT NAME: --.-L-a.S.T. CONSTRUCTION PROJECT LOCATION. I Q Q Q CUSTOMER: -L.. j. CONSTRUCTION - BEN MARTINEZ ANL I"RUMER - -CLOP - ROOF EE" ri'pr FUSH, 26 ZAGE, "OOF PsN 7 'y L F XED L�FLOATiNG EL ',,�JP T HPI E , '; y' TAL � 7 �tJTUT HERMAL su 'y","" XNo CAA SPACP-V,. SE MING ME-HOD —OR C ONLYt, ira WY , W7 7 —7z�" "PC�' 'N' ?" ; "'ASE LOC K AMXT,W , io , f MIN Nr —n.-��tL ' 1 L .JGCK , 60 `m MPMTE CFR DECK °ypc,: _NZt GAGE, F€N;SH: RO:,)F LINE - Rim, PA!NTUI Po8or White SP E XTErflOR vvmu cW 6 'AGF, F;NISK Fox Grp p Polo Whyte P ,xT ,R !OP WWj- (''ORNEoi � 7Rio r it S "O'ER )R BASE `MM, PAINTED Fox 22—y SP OP� 'Rikil, "WNTEO PiNa r White Sp none "a none V , none -------------- - N' Fe I VALL �, , "E`E` W,;, .'PE none "kGE, ' — --- ftSH: iNTERiOR CEILING UNER, T none GAGE, FftSH: �NTE, NALL PAINTED: none A oior S P PAlNQ Potior hIte SP "K, 0i 3070 T WHTE X , 4 !�RANE F', Pt ,, L)0'T!(.,NAL �NFORMA , iE'i`- IN,' ' ME1 i"00 R; `dAt, �NSULATED PANELS' '(ES F] no �PPE ,ACK ROOF F RAMED OPENINCS, SE ROOF FRAWNC PLAN ;rOR SSiZES RfDGE VENT �00 ! LONG X 9' OUANTIFY: 8 34lLi)*tG ',yS' DEVO s uA.4 0 ON UnIFORwy ' Rc PDDiT "h,SEJ ON �,CAD , NCt.,iCliNG D A �N , Op, ALL 'A4 - �NEALAN, ]NOW "DAD - ONDiNONs, R .AA NC" 0 S 6 i)R ; - :1,R I ING K AL „NG,E, ETCRi' 51M.MNGS , - 1 rRt 0 1,vi 0 - wIT " 5,1swc TOINI ,RiF ;'U'ASE NOIE THAT ANY ,17cR V 3 , " j , AL -5 t"AR AND IXTERIQR WAm,L'S; SHOIA.D SE - -c ER" 70 ACZ'OMMORA E - HIC STOR�' (jqtFT, TION BACK PANEL, T YPE CLOSED SYSTEN4, w I_FAR �Xc c F 'rmv 'G SOFF T OWNF� Ar AGE, SCIFRr TRIM AT 5,1AIu,')!NG L'NE '- OPEN SYSTEM, NO I-,�)FFIV ?AOV�tXDI CLEAR UNDEP rA',`,'C�A� - SI'STEN4 i Slo j RUCTI-9k, "ARAPET ON R.C,`IJRAL PARAPE 7 0P OF PARAIAV I-�E�GHT - BACKE'R n'44NEL, PAt\lEc-, T',PE SOFF!T TRIM AT BULLNNG LINE nAiNTED. C LE A R UNDER CANOPY HAW EAVE EXTENSION lCCNC AL ED BEAM), PROJECTNON: (3 SC "AND 1 ' SOF T 7R1`t}r1 AT PART�TICN "NN E 4 RW m 5V 1 7 — ' BULDING � OADS DESIGN ICOD��: ISO 09 ROOF LIVE OAD 0 MEMA Occ, LIME LCIA, RECIuCSGLE tt ` :NOVV �,'LAC N N f a p SWC'N' !MP`,,FOAJIiCL` �4C`," �00 IMNO MPI2RTANCE �AC�P, 00 ej UL aO No Ckmw so o, ',5 l CtA il, ;t, a mmt VOn,± - : - 40 a ria Rae' 'I r, is . . N., 5t 2k t 4f �NF Oesign Sds/Fo 0241 ' U93 - 4np, Factor 1,22 Setsn,,c "De"s,ir, CcIt";n"y L is I Metholl toL Dt!2t �oid ftv §tt!nc m to o �e �i COLLMEP DEAD AM, 0THidVAASE of 0AFORMLY STRISIVErl +'~•t K R z'FECls" 'TH -PP)% LE JI_. NC ',IAE "Itim PClof 'IICQ'Eln� - v V I , �01,Kls, ,N J il, Jw 4VT E QE`tN" RTNIE"' 1 RB lR'L T , Q N Lil, A N UAL S 71 �EPEC IAAN At,S ARE `HIldal 10 t L'I I ',. 19 70Q 7 -- ROOF UKE iR, '7111 LL DRAWING !NDEX 9OLT CC ,,.,..t MN BASI-E .:SEA , T VNS 7 "Ri.j, U R4E. 4H. "RAWINOC . —I C. z 0 CJ 0 D Ul Z 0— < LU *0 J N uj z uj cc PROJECT NUMBER: I-ALLQ PROJECT NAME: PROJECT LOCATION: --YLH, EAT R CUSTOMER: Work shall comply with the IbIlowing codes: 2006 IR(7, 2006 IECC & 2011 NEC pw ! U - — V's PN Lu AS 7A TPECZAL NEWSWIS OUNS ARE NECReED N SPElk NSP%7Qk 7"E T MEAL AMMOR1 10 I;E E",_ T An 7 ESTS �NC! NSPr,'CMONS BE PERFUMED S Y AN WO EPENDENr MOND 4ND NSPEMN AGE NC A WNER 0 ARCHVEC COWPACMR YALL SE R R PR(',1A`1,')fNC, 7,H'3`,' TESIF AND } NSP,E'-TCN ORM Mgm A KaDVE - 0 , FAC;L' 4 ' "GROGNS A WORK REQUIRNG SPECIAL NSPEC7 M Z AGENCI RE5PCNS4Q'- "CR ;NSPEC'�ON AND -- C BE �NAMED BY OWNER L11 u co z cy _47,,-R,, A STRUC7URA VTE,,- 00 0 MIL REPORTS AND ("Yt NTFMION OF SMEL 5AFFEAV17 OF COMPLANCE) cr- --- x u SAMPI,�;','G AND iESPNG OF SPETMENS .. .... ul U) S- uu OD WEONG ,: cr Y. '.',7RL',C MONG ',M uCES DECKI'NG' A WELDED STUDSL EXCEPT WELDWC; 2. 7 EUNG :N APOROVED SmCPS 3F? ZC n4 2 2 V17RASONC OF FUL PENET RAT ON ALD CONNECTQNS AT MOMENT FRAMES, qR,,40 D �'RAMFE, -HAM TPUCES, AND FELD AJELDS. Ul C5 CD �J�,,'�HT GAGE MET& FRAME NELDMG . ............ ... ...... 3d M B 12 5 C. SOLENG - . ...... ...... 1714 700 iufll' N GH "S' SOLT A3255C AND A4'H!SC (PRLTENS CN iERW CATQN) . . ....... ....... . .. ... .... .. .. ... .... 2, 10GH SR[;,jG7H '0 X 'R -� T A-�25N AA!� ( P c. C 0 v E 1 NOES) ......... . .. ANCHORS Of CONCRUE OR MAECNRY .. . .... ........ .... .. . ..... Work shall comply with the IbIlowing codes: 2006 IR(7, 2006 IECC & 2011 NEC pw ! U - — V's 00 m PN Lu Z> Z L11 u co z cy z C2 00 0 cr- --- x u ul U) S- uu OD 0 cr- cr Z uj Ul C5 CD 3d M B 12 5 1714 700 iufll' N 00 m - 7 - E N Qi �2 Ea L Egg gen"R Ai 5 3/4" FW > 30 M a, 5 4 , W K elk US MM FW1 '0 FM5 P. 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Z IR AM IRE MW W IM MD� eACN GOUGE X CGUrE 7:11 mom A MA SIM P p 7 _ THICKNESS WZY x Sze" x SIZE I nf} r" 5 A 1 (t, of i co wk Jb UJ x i x i ix x k 1 X i x X X 1 , X] X W X X x! x x 1XI I I-, 'x x x S` '`i x ;Xjxj x x x! x i x X Lu 7 7 SAM. W W 1 5 v ! is WIN Z C? Z 1 T .15,112 i n g 111, 17 r 1 cr- Lu uj p 21 Y Z 0 Z 1 F I 1W A i 0 0 11 All 7 , i lk ilf , M 01 v < < In UJ UJ U) T 011 0 MY 3 M E 1 11910111 MOWN M VOW 6 '3 0 � i 4 --j -7 7 9, L it. 1 1 A MUM jQ! 1 Qj ist 07 , C ,6 t1 GJ G =1 'Zo b Los of of 29 of i A On= c M 1 AVAMA NO M4 AM, 00 411 its i-t 41 IF, I ill all I a I 3 , 0 Q :Uiolwwm� 0 0 VON v! 01 its 1100, 1 1F Ills Dio= ANCHOR BOLT PLAN NOTE: All Base Plates 100'—Q" (LIX lANCHOR SOLT SUMMARY Type AMCHOR 801-T PLAN E PZ , N 1, NC R 4L iA"N C E 'N 'H :",PAV MIA" K �Tlu,"E- VO5r' MIE1 NG '-' DE THE OUNc)A ' I,.N "'o, -N' NG2Nf'-'Q "Eq �' ' R 4l, 3U.u)!N lk4,}i; C )R ZT 0, NDA7 K'""'2y4 "OUNDA",-N "'SX,, aP 3at E , I), ;"CAL A ,5, FiMSHEP, F�QOR ',,LEVAT�ON UNLESS NOTED OTHERWISE, 6 - S NGLV CEE COLUMNS SHALL BE ORIENTED WITH THE 'CES" T(YNARD THE I T HE ANCH'�),R 60L �,OC�TIONS PROVOED BY METAL 3WI-DING MANUFACTURER SATiSPe r'C'RTiNENT REQU(REMENTS FOR THE 7 �Uo 9y 4, ,'AAY 11,10', AL, AN,'-HOR SOL7 M N -ON EDGE 00z'7ANCP REQU�QE, E T,,' FOUNDA%),% DE , E("AUSr, - OVNDATPON D G,N NOT -,V7H- 'N - HF mET4L 'AANUrACTUREP's 'SCOPE VGRo� PF 'y G E7, I m 9 0 Z 6011 M N s' TYP'CAL COLUMN 1 3AS , E L A E ""E"AlL A 2 z) 30 2 1 L �DER' I 2" lV 5 CAL OVERHE -=R 'RAMU, OPENONG Q"Pyu , LL E's c YtOzElALL 'SA ND E',,D ObN 'N �L-N 'N[) ,NC i0R -1CL -CC Ar!0NS (2) ------------- L,NE , RIGID FRAME: ANCHOR A & BASE PLArrS -1 All, 75 ENDWALL COLUMW ANC BOLTS & BASE PLATES O E4 000 l ! 2 5 0-1 7 5 l) Q 07 5 Coo 00 d 3 7 S 7, 0 G' 3, lKl 7 5 0 :q Nr u ,N 1C, R, Z qEACTK)NS ARE FROVOED SY l CASE !N ORDER ;O 0 THE f0UNDATXU4 ZNGA4E eft � OETCRMft NG 7HE APPROPMATE �QAD rACTORS ANO CONABINATiON TO USED WITH EDPIER WORK�NG S�'MESS OR U0MALE "TRENGTH DES2GN MEOtObS, wIND WAD CASES ARE QVEN FOR "'ACH PRIMARY W�NC I FOR ASEE7-10 BASED BUL(ONG CODES THE UNFACTORED LGAD CASE REACTIONS DUE TO WIND ARE CENERATED "I'SiNG ULCMATE DESiGN WWO SPEEOS �Vwti ' R FSWN�E ( REACTkONS Apr 4S SHOWN ABOVE. FOUNDATION i -OAOS ARE fN IPPOlOTE ZXREC%oNS SSA ES rEACT�ONS ,RE N THE ,:,..ANN 2 7lIlE 3RACE T-E REAC,tCN ;H ACTING INAY `R CF, 1 AND HE vERTiCAL `lC'M%G DOWNWARCI, Z AIIN�) A - A i 2 1w, 4 E R 2' 'LATIERAL '0Nb i 4# IN ftY `2 B IN' OR'- F LEFT/MGHT AT_' L N us SEXIA SYSTEMS -ks"E AsqrE S Ai t C FROM . 3, IRC\ Al"M R lATI A'tNb M CU L �0")cT%DiUk W�NQ PRESSuRr,'S�iNN `.)N OLUMNS NrND SIX ON IN Q06F R, m - F, c E RA , E � IRI Hl N t'# St R NBkA`*CED ROO SNOW N01 WtND " ROM Z,EFr/RiGH,7 , #/CiPAT,.`,1,." 4,L ff, PAPT LWS/S No W ZOGADING OR CONTINUOUS EEAM SYS7F.MS RIGID FRAME: sAw coLuMN REACTR)NS C ENDWALL COLUW BASiC COLUMN REACDONS (k N", 0 �w 0 A-a R 7 2 U a , Cev 0 -0 let tz 2 C u 3 ; SUIDING BRACM REACTIONS t� ReodionS ek pone t Shear I wi t-,e Nu,l ow 4, 'll"'o W,r") All"o 't: Htt LOQ f 2 ve- 7 3 Z' z 7' I 4 ll v� Hlq Ve,z 4 Vex. 7 7 ��olq ve, Ve, c - C 4 --2,0 7 7 7, 7 "wrle "O'c -R'a'! -VVIIU-L �t2- - V i-ne --4 ef� v', -,t *1� 2 c 3 -6 a 0""" 4 2 L - -WMC�� N 7 INB V V" .'N i7. 4 Y PIF C ENDWALL COLUW BASiC COLUMN REACDONS (k N", 0 �w 0 A-a R 7 2 U a , Cev 0 -0 let tz 2 C u 3 ; SUIDING BRACM REACTIONS t� ReodionS ek pone t Shear I wi t-,e Nu,l ow 4, 'll"'o W,r") All"o 't: Htt LOQ f 2 ve- 7 3 Z' z 7' I RAKE ANGLE L.Q MK MARO 1 FASTENER MK H A I "t,A Cf 4 S U P 0 R T ,-PUFTIN N -44'� ILL— p WAY 1 F,, aCLTS V500AUTS Qw�`,�,C ;4L�7 IOR 7 YT WASHER REQUIREMENTS 1 OID GAviku A L) c,uP COMION . .. .. . AN KIE YK, 1MAG02 AIM EANDWALL Wpm LAW [—Mi_ USE (4) 1/2 x 1 7/d A307 BOL— N i 04 0 NCT "OR TYR NASHER REONREMENTS, FRIA RAFTFR 1 /a- Ago a 4L &0500AWS Y04cx:,L SEE FREC NOTE FOR 7-p MASHEV REQUIREMEW ( 1/2 X 2 BOLTS (," BOLTS 4 ENGLE CZE RAFTER) RAFTER /725 ALTST&03 NOS HOW,` SEC71 A F jAMIN 1 L ,SP SEE EREC70R NOTE 7Q MEN TS N Lu SHOP WELDED q X,, f ........ .. z I L; P L 7 NCT LOP On VA", —R - ,NCLE SEE EPE771R NVE 7 7R r RFOX, F V r ?J AT 0 FTAH "OuV" ! 1 1 7)� POST AND K�IM ENOWALL Mri,' ',"IQEAAU, ,RTS f CEE RAF :R RCNC� C6 Lu ;R 2 n -" AF EACH LAPPED CART HEAD BOLT H0515/NUr , -1G4 , (. , 0 Mi , , , P , ,- �.S , L i 4-7 -, _-� M BE WRQCH WiT PRKDR To THE LAPPEI GOT UNG MORM. REFERENCE THE STANDARD '-')E 'VCRc NFORMATfCN, A SEC71 A F jAMIN 1 L ,SP SEE EREC70R NOTE 7Q MEN TS to 1 4; 4; i y EMW IMTri PAFTSP mv Ewei A 0 , NOR Ypam Q� "OP �MUP tACTORY PE;'FRE iii CE ERE,,T",R 7 NO TE � , �'P�CAL VA N I ,WA... AWRED W1 SAM! CEE R .. .. , v - u Qum CILEAR � NW, JcAo� Ij FR�C%ON '-',,!P 'K. JCA02 44 8" 5 1 E LL L N EE VK JCA03 2" DOOR 0',"J M N N Lu SHOP WELDED W X,, f ........ .. z I ...... ... . ...... . L 7 NCT LOP On VA", —R SEE EPE771R NVE 7 7R &AS KR RFOX, F V r ?J cn ......... a u —Im"q — FTAH "OuV" ! 1 1 7)� POST AND K�IM ENOWALL Mri,' ',"IQEAAU, ,RTS f QM a 0) "r I 1 "- AM7 Safi QMWW RCNC� C6 Lu ;R 2 n -" AF EACH LAPPED CART HEAD BOLT H0515/NUr , -1G4 , (. , 0 Mi , , , P , ,- �.S , L RRST GIRT To TH,-' G;R'-, HE jo -, _-� M BE WRQCH WiT PRKDR To THE LAPPEI GOT UNG MORM. REFERENCE THE STANDARD '-')E 'VCRc NFORMATfCN, to 1 4; 4; i y EMW IMTri PAFTSP mv Ewei A 0 , NOR Ypam Q� "OP �MUP tACTORY PE;'FRE iii CE ERE,,T",R 7 NO TE � , �'P�CAL VA N I ,WA... AWRED W1 SAM! CEE R .. .. , v - u Qum CILEAR � NW, JcAo� Ij FR�C%ON '-',,!P 'K. JCA02 44 8" 5 1 E LL L N EE VK JCA03 2" DOOR 0',"J M N N Lu SHOP WELDED W X,, IIATTACHMD�T NS SLAB BY OTH -ERS z I WEE V 2 4 3, k ) 7 307S 40500"NuTy 4)jsQ"' SEE PECTOR NOTE FOR TYL WASHER REWIREMENT,'-. A MD"ORIN"": 1 2" COLD-RORMEC RAFTER iiLizL—OL-L/ A325 BOLTS H0603 NOS HOMO — ,2) �/2"a X 2'* A325 BOLTS H0603 NOS HOWO PCIAL =„ WIN IK NCR__ JAMB N Lu 1/, r W IIATTACHMD�T NS SLAB BY OTH -ERS z I VE "ACOR NCT LOP On VA", —R SEE EPE771R NVE 7 7R &AS KR RFOX, F V r ?J cn ,"_,A ST7m, T1, ,, USE 0) '12" X T' OR SCL" �Oeoj m W T I 1- 11� SI Cs Ran 0 N Lu z I z co A C2 3 cn Lu (D Z jf) — 00 Z < Lu C6 Lu ;R 2 n -" 0 BOLTS REOUiREt_; `3,HOWN (2) H 1020 ( I ) P E R E N G ANGLE MK I" MAH 51, A ✓<� SAO *ASHEPS EAlvE STRUT TO PIGID FRAMEE H0603/07 H03" 1/2 X 2� 4325 SOL C 0=2100 ------------- �PRE -)R`,�LL 'HOLTS 0 NESTED ZEE GRTS ^r ,'3G1 T SCREWS H1020 N�mmmmm= DOOR jAMB T(_� G�PT USE 1 2) '/2 X 1/4" A307 1EF ERECTOR 9 "OR 7YP 'NASPEP RYOLPPYEAM JRL,N' TAPIR 1 ;YCT7 V2 X SWE ARE Qw , cp FOVAG V0603 aw 1 44NOE jRACES c! c Nur I 2 C 0 ` H E R w. _P ,_,-NG,E 3P b0 E Q REMN SAM AS NS 1 IS , TWO FV AN GE PARACT 61 Q G! Tj & 140TE: SEE PLANS AND ELEKIMS IOR "LANGE, 3RACE �"� JAME --- XK2 it T mv ZIP D n FROTON WP M. JCA02 4 8" MK jCA03 @ 1 2" E0 "We Q X107 rK 1, 1uT < ! "C e ZEE EREC NOTE FOR TYP WATER REVREMEIRS' N HEAD SOL H0515INUIG • ,AMB c 4 i ct E.. .M{ m i USE (2) 1/2 X A307 BOJS H0500/NUTS HOAGG �;A,o TEE TRECTCR NOTE "GR NQ vAS&Ep RECLIpEMENT7 d RAC__ vWREQUIRED WHERE `Mai CATEL, ERECT01 OWGS. AS VE & FS" NOT E: . 2 t "LAlr,,L x", E haw acY On: N -06G 4 TYP 'QUE BRACE 61 BU COL wk TRT P40TE: SEE w LANS ANC �IQAMNS 1 CP ------ 7 LANGE 5RACE =AP YAR<', �"4'PUNCHEQ SHOIRIT �]-'IR"T C)"FAM 7 ILD CUT TO LENGTH AND FASTEN—' I I WgH (3) H 1020 AT EACH END ROD MARK HQ,LS�DE FLAT 4,307,/A32 , COUPUNQ 011AMETH-'', NUNISM WA 'HERS I WASHERS i Nyj;NUTS 10 1, 2 e. 2 ;21 �010W va!o JA AN! --ROD ASSEMBLY >ND ,jYSTALL WS ON jAMS i ��BETQRE S7ANDING jAmE. ME i �KEOL TO AUGN QPTS RAF7ER )ju CLiP AS REOIUIRED CKPLING NU7 jGUAN&TY AXES)— - 7 m4 JAME --- XK2 it T mv ZIP D n FROTON WP M. JCA02 4 8" MK jCA03 @ 1 2" E0 "We Q X107 rK 1, 1uT < ! "C e ZEE EREC NOTE FOR TYP WATER REVREMEIRS' N HEAD SOL H0515INUIG • ,AMB c 4 i ct E.. .M{ m i USE (2) 1/2 X A307 BOJS H0500/NUTS HOAGG �;A,o TEE TRECTCR NOTE "GR NQ vAS&Ep RECLIpEMENT7 d RAC__ vWREQUIRED WHERE `Mai CATEL, ERECT01 OWGS. AS VE & FS" NOT E: . 2 t "LAlr,,L x", E haw acY On: N -06G 4 TYP 'QUE BRACE 61 BU COL wk TRT P40TE: SEE w LANS ANC �IQAMNS 1 CP ------ 7 LANGE 5RACE =AP YAR<', �"4'PUNCHEQ SHOIRIT �]-'IR"T C)"FAM 7 ILD CUT TO LENGTH AND FASTEN—' I I WgH (3) H 1020 AT EACH END ROD MARK HQ,LS�DE FLAT 4,307,/A32 , COUPUNQ 011AMETH-'', NUNISM WA 'HERS I WASHERS i Nyj;NUTS 10 1, 2 e. 2 ;21 �010W va!o JA AN! --ROD ASSEMBLY >ND MK. RD! WES OF ul 0 1 U'M R HILLSIDE WASHER, RAF7ER -_LAT YVASHER, CKPLING NU7 jGUAN&TY AXES)— - 7 RQQ BRACE DETOL YEB T Me) A �N UN/� E RE, A A C,_ S -CMUAL FLANGE 00 AMHO ON TKM --- "', a '_ , .. ---- 1ll a lANGE BRACE d% NCHES ERECTOR NOTV9V% p R L 6 stc "wf" E, ON A—A JAN B 7r) J \1 i OMS AT Ffjlf%;gV gy ,�, '�VW REFERENCE TANDARD YPCAL MOM RE�QUREMENTS E G MA WWWO AT VME UE WER W= DK UN TT AMLL PANELS ARE MITOLLE! 13) -'24C SCREWS ARE 7 0 ORARY USED MR TEMP' M y Y WALL ME- - EVE AN& r yY ASTE N AT MAX ?,'NOT SUPPLIED BY METAL MG. MFG ) S "EALANT , P� ,NOT Sk -!_j Z - A SE 'T'Rim DETAT 7 7 7 WALL PANEL PAST ENE R nomm: 7 QZ1 Y t r ; is a., ?, 3 10 9 a " A I M ''put I s pc N I ul z z LU z z W C) I () J) E U - uj F uj ifi CO CD 00 Cl 0 -- C) YZ <1 LU C? ul 2 xa J I M ''put I s pc SPREADER BAR TYPCAL FIELD WELD REQ 0 T.- :t 2-U I LR E N - OR N I L: ±ENTS_EREQl____ 777777777 (UNLESS NOTED C I HERWt SE ON CrA% C-:r 7TrrT7',Tn-, rr 6' %1tNik4UM ALL rtELD' NFt,DiNG MUST BE PERFORMED BY AWS/CW8 CERTIFIED WELDERS DING PROCIESSES AND 0 D A7 WHO A,RE QUALIFIED FOR !'HE WEU ALL WORK MUST BE COMPLETED AND INSPECTED IN ACCORDANCE *TH THE APPUCABLE AWS/CWS SPECtFICATIONS. WELD ELECTIRODES USED FOR THE SMAW 'OR WELC' `�R�XE'S, MUST BE 70 KSi/483 MPa MATERIAL AND LOW HYDROGEN CONTENT, L�FT FORmEin LD--FORDIED 1�A I I CAi RAFTER 7 RAFTER RAF7� IST _j V� 'STIP�'AP L__j ' i - REI"T Dhl� lvI f � Ij irdL L) L � L_ GIRTS, C, jPS, RAFTERS AND COLUMNS MUST BE SECURELY AND rNDWALL TiGHTL" BOLTE'D MGETHER PRIOR TO STANDING SECTiON, (NOTE� TiHE GIRTS PR0,V0E ISTABIIJTy EREc"'10N PROCESS) TO THE ENDWALi ")yS`E_', ".)URING TIHIE SLO TO SlOT CONNECTIONS WASHERS ARE R EQUIRES? ON CQI_JMN",' RA r7ERs MI, J57 EiE N,DIVIDLAL " "Y'HE"N vA 'N1 7t L" 7 'CRME , ,D ENCAVAL` PAR' , 'S E7,,Adj t. G E S TE S � G, - D �N ORDER '0 MA�NTAIN S"rji.jRAL, �NTEGI?�T',` 1""40 DAFT,S AF7,_R ;RECTN C C 71 �, " , , " ZE, n N R , N , 4 , A, SLQ'T 7 0' HOLE ' M c,RCM DNE WASHER REOLJ�RED ON SIE" tD �tl P � AT, AiL),ERED D i N "M L PE : Vl-jt( �"l`iCAL WASHER Rc UIREMENTS ERECTOR NOTE (UNLESS NOTED OTHERWISE ON DRAWINGS) ' SLO TO SlOT CONNECTIONS WASHERS ARE R EQUIRES? ON BOTH SIDES QF MATERIAL IF vA 'SLOTS ARE USED ON BOTH SIDES (NOTE LAPPED ZEE MAX�MUM 8�)L� MEMBER EXCEPTION), Vt. l_l BY MIPS) SLQ'T 7 0' HOLE ' M c,RCM DNE WASHER REOLJ�RED ON I CF lIAUN SLOTTED SIDE ONLY 'NE 5 7 0 Vq_lERLl'lf nF t. RT �0 H0 "ONNEe HOLE 0 WASHERS ARE REQUIRED WHEN SLOTS ARE NOT' USED. �'LAT NA �47 La P �P A A St- Ef GALVALfl,'� STFEl �:_IF; r) WF [SING 0 M M E N DAT 10 N S PREPARATNON OF WELD AREA % I,IACE N _�AL1,ANtZE," S'RUC7URAi C In M PON N 'HE PEM(.)V1,D AT LEAST ONE i' '10 CHCT OF �NT7,,4JF _O AE ONE AN N - ON, ';,R3NO;NG 9ACK iE DNC COATiNG, S 71«2 ERN "N METHOD, BURN!NC THE Z NC AWAY OR PUSH�NC BACK " HL� MOi-TEN _DN' FROM THE WELD AREA ARE ALSO EFFECTIVZ. 7 01JCH-UP OF WELD AREA WELMNG ON GALVAN Zr SURFACCZ_ 7HE DNc - ,,A%NcI ",N , ,NO 4ROUNO THE NELD AREA- RESTORATINON OF THE 4RE _FVRME N ACCORDANCE M AS TM A 780, "E'ITANCIARD FRACTC,� REPLtR .,, DAh4AGJ'_'O AND UNCOATED AREAS :3F -it)T, IANCEED TPEC F w 7HE` USE OF 'PNl4rS, Z v N C 7 `fNC -84ASED , TOLDERS OR .,PRA E" 7 WIC, ALL ',RE fl, �T� . 8UtUDltl',tG . A R�, SAFE""Y HCAL"'H "ERM65iBLE LXPOSURE UWTS . ;Ad w7 MAY BE EXCEECED AND """E'Ry PRECAUTION, !NCLUDING HIGH--VELOCTY CW?CULANNG FANS WfTH FILI , ERB, AgR RESPIRATORS AND FUME-EXTRACNON SYSTEMS SUGGESTED Sy AWS, SHOULD BE EMPLOYED, FUMES FROM WELDiNG CALVANIZED EL ;.AN CONTAIN DNC, ;RON, AND LEAD, FUME C'OMPOStTIGN T YPICALLY OEPENOS ON THE COMPOSSTK)N OF THE MATERMLS USED, AS WELL AS 1 � , 'E HEAT APPLIED WE PRO(ZCS. ; N ANY VENT, �000 By T HE PARTICULAR 'C NEUDiNG .,N .,NY M[ "CNSUt. AN",, A5_' CUTTING A L� E 3, 3 U A ,' AA ,. Y N NELDNG, N A�UED "ROCIE - II` N, F, IRMATK)N ON 'PC- PROTECT�QN OF PF"RSONNEL AND T-0E AREA, VENTiLANON AND FtRE IIREVENTiON. ERECTOR NOTE. ,NL.-"5,E', L M 6 L. TANDARD - E - G'tRT OFIEIATATK_,�N TO . HAVE E THE AS SHOWN �N OWN AT THE STEEL Li REGUjR,_ NASHE'RS ALt Y NOTED DTHERWISE, NLE�ZS SPFC�F�I', STANDAF`D Al is R 17 NTA'RON S 70 HAVE THE ToZED As H DARD ATTACHNIENT :S v 'A;L 3E� OW� �;TAN SECTION "A" �R IHOWEVER St~ M2 ETAILS 7,HAT 'C t F _ HE T 7� 7AP gp I "I I � R�EF:', I H ZNTC *j � R A W � N G RE A,t 'nMEiNTS ,,, PE ZY, L 1 0 N 7 iR T S D L -®r ;R �C N 'RT _'I_ T AT!0N 0 - A I L 0, ,37.ANQARf SEC"rION "B" NIC"TE 3 YP4V�� , ,'S :.,�RT CCCIIH;,11T�ON ;S SHOWN N N �l LAN'RA,, "E CAD UNLE'S '0 NOT- , ARL-' 4ESUmEE _N F`ALI WHEN SPRft - IVA" E � , " c E ARE S U' PE Nf,', rZ R PCI AEMEE P Arc LOACE ' TLY N 1, )R F �NDllk'.�z,IAI_ 1 Fv� AL 'N S'T�FrENMNG GENERAL RESTRICT*N� NEI MO Rt m5TA -AN " v m .. P L1 A�, 1 0 N HAN(',' ANt FRICM PuRR MK , C 5 G,3 ' , vAsi E,qE 7 < i 0 (J Z m 0 . Z I z Lu U) Z 0— LU 0 _j z I 0 1. 7-) 0 u 151 Lu (D Z a 0— < < LIJ d A P, �j HiN AU ST 'NRENC C rl �'Gl` �"RICR is bftS 0 0' ".1 N Ma\_� MAX�MUM 8�)L� Vt. l_l BY MIPS) X 10 IM M ' M c,RCM I CF lIAUN NE E '0 E 'NE 5 7 0 Vq_lERLl'lf nF t. RT SUPPORT k, tNOT FY ERUNE OF HE PURLN - Ij I WES To 7 HE END OF ' END OF ST;FFENFR UP MAX�MIUM 'HE NTERI_NE OF 7,jF' 7UPPO MUST BE *T,�,WN FROM _HE NTE'.,�NIE ` E N L E IR, U P R UN SUPPCRT ME MK , C 5 G,3 ' , vAsi E,qE 7 < i 0 (J Z m 0 . Z I z Lu U) Z 0— LU 0 _j z I 0 1. 7-) 0 u 151 Lu (D Z a 0— < < LIJ d A P, �j HiN AU ST 'NRENC C rl �'Gl` �"RICR is bftS 0 (3) 7EX SCREWS MEMO N�lliill %=C GM AT 7- p- A DWR "100:i OWIR j=tE onto, AT BASE �Wwvz.N Ty OTNEW RIM ELLE 'ATION L_ Q AQ R �LWLIAML2 EXTEROR Wkk PANEL N I FV, t' � — I ____ LUI Lj V, j JWQ2 -T 60 'T I V\j 57 11" MET KMXK 3%N SURS 'J", N!'S t 0'-,E CAP _ MR. ,lTDC1 AT REVERSE (CLASSIC" PANEL NLY) REOWRED AT UNER 0 1-1 usumumm ,AP TROA W, HTI)0,5 AMPED At jQR AV) M owl 0 70 GAM AMD 7RIM - 7 JAMB TRim DETAIL — SECT!0,K3 C & Q IRT !MOW 6- :UV q 1 C20 LCOR AmS TCCR CLA V. N- I-ACH 70 3AT MN 4) _EK Z MV 020 _01 I ax IT H A owl A! 4 WK on' Ai rr T I/ /q UK - 404 N070 DCOR `2 7 HEAD 'TRIM DETAIL ECTION B CAP TRN IM, JT001 AT CLASSIC" "��NEL 'REMARK AT LMER ,Wfi L___j UNER 0 RET01- �a1040 AT I'_ f),C, ATAMMKI CAP MN MK 55005 J :M. jMT J '0 GATS NA�4 SHOWN) 7MMA, j JA N48 TRIM DETAIL E NAJ,1, '31 Q E LAP OF LWR ;PAC�NG 1 1: T A I L A-M 0 SEWEN _UPOORTS q! tmr-5 I T :.:J PCOF TANEL-_ CZAR H! IT �RUN _SP, 'REATER T, TRIM CORNER ra t. 'L - M 01 QCVH� r K A TERWM ATE H c 3'- 4 all 1 H (3) 7EX SCREWS MEMO N�lliill %=C GM AT 7- p- A DWR "100:i OWIR j=tE onto, AT BASE �Wwvz.N Ty OTNEW RIM ELLE 'ATION L_ Q AQ R �LWLIAML2 EXTEROR Wkk PANEL N I FV, t' � — I ____ LUI Lj V, j JWQ2 -T 60 'T I V\j 57 11" MET KMXK 3%N SURS 'J", N!'S t 0'-,E CAP _ MR. ,lTDC1 AT REVERSE (CLASSIC" PANEL NLY) REOWRED AT UNER 0 1-1 usumumm ,AP TROA W, HTI)0,5 AMPED At jQR AV) M owl 0 70 GAM AMD 7RIM - 7 JAMB TRim DETAIL — SECT!0,K3 C & Q IRT !MOW 6- :UV q 1 C20 LCOR AmS TCCR CLA V. N- I-ACH 70 3AT MN 4) _EK Z MV 020 _01 I ax IT H A owl A! 4 WK on' Ai rr T I/ /q UK - 404 N070 DCOR `2 7 HEAD 'TRIM DETAIL ECTION B CAP TRN IM, JT001 AT CLASSIC" "��NEL 'REMARK AT LMER ,Wfi L___j UNER 0 RET01- �a1040 AT I'_ f),C, ATAMMKI CAP MN MK 55005 J :M. jMT J '0 GATS STANDARD FASTENER SCHEDULE L_tL11� 1 7 E"VE L 0 1. AEv TV W?C' Nk��,�'R RIN SuPPORT AT ll, v pop a , I n sit DAG A / -EAD �6' MEAD I EAVE QR_ 1,7�, t=tm i ADME OR' HIG EWE 7- tERQ a"num SUPPORT 040 1 Qi5� DET AT ID A rm , r '�7 A '2-t- & T o — 7, 5, "R E tl 1 l H1047 kv�mw c 1 H L' D r H1 -STITCH -STRUCTURAL Eft CP2 MT1,1 AASH'u'l FASTENER FASTENER HI 050 A SOONG OR "TH 2 " '2" SUPRORTS ANN 1� 7; A& 51) WE VP" ST N WOPCIN 2 omn-aws 7 '�!PnXK AT P' " 7 1 "E F Z1 H ' , A,. R 7, T IF 7 - 7 S A IN C, 48- UMRMR WkL PANEL ` 7MMA, j JA N48 TRIM DETAIL E NAJ,1, '31 Q E LAP OF LWR ;PAC�NG 1 1: T A I L A-M 0 SEWEN _UPOORTS q! tmr-5 I T :.:J PCOF TANEL-_ IT �RUN _SP, 'REATER T, TRIM CORNER ra t. 'L - M 01 QCVH� STANDARD FASTENER SCHEDULE L_tL11� 1 7 E"VE L 0 1. AEv TV W?C' Nk��,�'R RIN SuPPORT AT ll, v pop a , I n sit DAG A / -EAD �6' MEAD I EAVE QR_ 1,7�, t=tm i ADME OR' HIG EWE 7- tERQ a"num SUPPORT 040 1 Qi5� DET AT ID A rm , r '�7 A '2-t- & T o — 7, 5, "R E tl 1 l H1047 kv�mw c 1 H L' D r H1 -STITCH -STRUCTURAL Eft CP2 MT1,1 AASH'u'l FASTENER FASTENER HI 050 A SOONG OR "TH 2 " '2" SUPRORTS ANN 1� 7; A& 51) WE VP" ST N WOPCIN 2 omn-aws 7 '�!PnXK AT P' " 7 1 "E F Z1 H ' , A,. R 7, T IF 7 - 7 S A IN C, 48- "CLASSIC PANF 04 NOFESE MEMBER' 77 7,7 07 m �1 ------- !A'EMSER SLOC ( GIRTS lo) "LEVEL" POSMON BEF(' RE ST ART NM3 PANEL ERECTION, MAINTAIN - MOOD BLOCKING NOT 9 MIES) UNTIL i PANEL TO STRUC7URAk. F'A'51ENIERS ARE NSTALLED. 2, AUGN AND PLUMB FAST WALL PANEL. t 70 PREVENT `OiL-CANNNG", 4L PANEL FASTENERS HOLILD i BIT ZnM Su'r MEMBER AND "HEN 3E 70 EAC'� STRUCTURAL - ;;RT 7 0 1 NARD HE -'EAVE, 14 FOUNDAT10N MUST 3E SGUARE, LEVEL, WO COMOT 70 THE E &073N aRE 1 E 3 :lZoi 1.EA4tNG P06 5B - E_ ExCMIR d T EPOT PWEW SC - "T SCanv An Aw" FROM 7K MAIN �RAF,`l�', "F 1 8�7, STORE PANEUS P,90r T C; " MANUAL, ANEL END t F ==A=Qf REMA�ED !,SOF ._Ap St E D'A T E , -I 105'-0 AT SUPWARTS ANC AT '3EWEN �E T H \ w . € imlo LQ2L EAVE 1: L i, i DETAIL '31 Q E LAP OF LWR ;PAC�NG 1 1: T A I L A-M 0 SEWEN _UPOORTS q! tmr-5 I T :.:J PCOF TANEL-_ IT �RUN _SP, 'REATER T, I 5/16" lEAD A TERWM ATE 3'- 4 SUPPORTS --tv "CLASSIC PANF 04 NOFESE MEMBER' 77 7,7 07 m �1 ------- !A'EMSER SLOC ( GIRTS lo) "LEVEL" POSMON BEF(' RE ST ART NM3 PANEL ERECTION, MAINTAIN - MOOD BLOCKING NOT 9 MIES) UNTIL i PANEL TO STRUC7URAk. F'A'51ENIERS ARE NSTALLED. 2, AUGN AND PLUMB FAST WALL PANEL. t 70 PREVENT `OiL-CANNNG", 4L PANEL FASTENERS HOLILD i BIT ZnM Su'r MEMBER AND "HEN 3E 70 EAC'� STRUCTURAL - ;;RT 7 0 1 NARD HE -'EAVE, 14 FOUNDAT10N MUST 3E SGUARE, LEVEL, WO COMOT 70 THE E &073N aRE 1 E 3 :lZoi 1.EA4tNG P06 5B - E_ ExCMIR d T EPOT PWEW SC - "T SCanv An Aw" FROM 7K MAIN �RAF,`l�', "F 1 8�7, STORE PANEUS P,90r T C; " MANUAL, ANEL END t F ==A=Qf REMA�ED !,SOF ._Ap St E D'A T E , -I 105'-0 AT SUPWARTS ANC AT '3EWEN �E T H \ w . € imlo LQ2L EAVE 1: L i, i DETAIL '31 Q E LAP OF LWR ;PAC�NG 1 1: T A I L A-M PANELS 56 NET LAY,", Ch Ll 1 2 I f I I GunjR m Ep my .'! I Ai ", 1 � AT 1 CUP. WEE AF T' SIBOAk no K, IN j;Xn, WSE 1 1 Y FASTENERS LZ PA NU CWSWE h WM MG A iq A' ----- ----- rOWE 14 A 3/4' TAPE MAS -- MR ALP C AM, vl ` :AD, '4PE MAS7iC `I%K 1,2',,.50E', UK �43000 (USE CA_, OR CCC_ 2, �`R, PRO,IECT - RECIOR NOTE: &WR Cavan Pac)c V2" TAPE MAS T C POR G REOURED ATTACH NOt COVER I4K DE "NO FIELD WORK ,"2Y L YP�C I`AL AT LOWS AS REQUIRED ALL PULES AT WALL Q 1 1 aff PARDAL TRM - 0 SO C LOCATE OS qEOUIRED ONE, AT - As l TOYER, EVERY S' IcSOW N M7� T A&MR 1 2 0 C AF -Gw PIE 7 AS, E NER'S' T sm" onto "R HE NALL _QQSc so," c ��c'o E s a 'T RE at.'} 1 ViALL PANE �AS`IENE, , ,CCAT R7 CLASSIC A'ALL ... ... i 'I- jAMB 7471M I, MK. AA 41040" W ac. AMB DEML "'LKSC WAY' m 1 WHEN ��SLNG W)"" YEMBERV E CAP OPTiONS ----- - .71� s, R;m mI, R! "t MGM- R "0 R 1 L LE �,v — F:,� c A 1 0 Woo HT50 VSS MAN OR ECAL 'P E MAS7i,", ; H 1 , , ) F (.',, . 2 1 RCA25 1 7) 3 WT W ESOMMS V ANC ME: 4 R E TRM 1 MK H302C 92 N T EE 2 M K, R F.-? I ON MAST}c t -R�,)CF PWQ NAK HQ,'0(,o0 too 77 AioIC,'�—E ne Z! V. m "oz & F'ASTE-NER 'SH TtnE PbNEL LW COME RMF 5MMOML a FA�� R PACNG m? 4 01; A 1 7EV 04WE SACQ7 'EVER clll'� __'KA En E,pmc:7 7 7-7 7" S H E OUTSDE X""" " PA C E`T 7 A A C SEE WALL SHEETING AEC= NCIEZ 'T FRi M N/ DE FORM MA CAP 7VESN; IALL _2' TRI Nd I 'TRIM FOR WALL PANEL FASTENER L,OCAT3ONS _7' CLASST NAL' _S7�7777=_l .'! I Ai ", 1 1 CUP. WEE AF T' SIBOAk no j;Xn, WSE 1 1 0 ORUOuPM. LZ h WM MG A iq A' ----- ----- A4M0Q`NKD US -- MR ALP C AM, vl ` :AD, A. \ (USE CA_, OR CCC_ 2, �`R, PRO,IECT - RECIOR NOTE: &WR POR G REOURED ATTACH NOt COVER _S7�7777=_l .'! I Ai ", 1 cs TRW LZ h WM MG A iq A' A4M0Q`NKD US \ (USE CA_, OR CCC_ 2, �`R, PRO,IECT CCNTRI� NOE 0t- OR DE "NO FIELD WORK ,"2Y L YP�C I`AL AT LOWS AS REQUIRED ALL PULES AT WALL Q 1 1 aff PARDAL TRM �P,N AS C LOCATE OS qEOUIRED ONE, AT EL30W EVERY S' IcSOW VARY, J'J_�'[' 151�AIQN "K , A 0 WE Am. W" 01 Is Hn NOT �'CTWN �,ao to uT KAMP REFER TO SE C74 Q O N 8 F7 THE WALL SHEEMNIG ERF 7 -CriOIN MANUAL ,),� FUTImths XiAH AND MINE Lf"EF"If, �FCRVATKIN LHON lNlCRV___ -- HEADER DEXL_ vassc mma "Em UNT M "Maa " vWWm, mmvE 7 R 1 M, 1 V :3,IE E� �UTo EW STRAP V) WAU Hioso CqEw RV - - m, F& Nos AS V"Wy 7 mon Al m ,mu STY ^ H INK' N AM T 9 Lj 21 6 i i W i 2 1"'f, i Q ' RIMWID; H1040 12` 0,C cs TRW A4M0Q`NKD US \ (USE CA_, OR CCC_ rRIMS) NOE 0t- OR !a yo�. An, a zu, Tom FAAMED OPEKANG COVER TRM CITAT I FR i M 19' E� �UTo EW STRAP V) WAU Hioso CqEw RV - - m, F& Nos AS V"Wy 7 mon Al m ,mu STY ^ H INK' N AM T 9 Lj 21 6 i i W i 2 1"'f, i N TR M OUT-TO-OUT OF S im f um U) R ROOF f PLAN LU N SPUCE PLOE �8', eOLT ABLE ai ------------- y D k, L en c vy i a t Mor ?Inck L-�n , �n ......... I RF 1 — 4 0 A,3 C1,625 5 501 4 ------ A325 (1625 12 - ----- 2 - - RFI- 1 3E Ns AL N'OFES jusae Morge v T 21 5 117 7 "4 7 NO 3NUD 'NGE, A U �U, - _7', -5E vE I "AGI MEE v" GE MRS E WN MU CET -E "FORIT, 1 AW "nMES VAU Wa I �nWT 7 W� AW1 - 0 -95ING W.ImPC W 2 2 z Q 1 2: Ul mo z z 0 0 0 cr U tui Z 2 0 0 < uj LU t 0 CR j Ulf. IRAN W , �!(- - ,'Z ; ELEVATION: F, AME LAE L 1 FRAME `,-�NE 81-0 OUT-TC-OUT OF STEEL ,--; I �' C; 4r_-� tit z ! 03 1 A I SIDEWALL FRAMING: FRAME LINE C TXPG 1 77, 1 T! 2 i OCAG 1 i 242100 TRU I uTAC 1 O C ToG 5 1 GTA02 52=0 TRW,! 3 ',-' 1 9 21 8002 9 m40MI now ,--; I �' C; 4r_-� tit z ! 03 1 A I SIDEWALL FRAMING: FRAME LINE C ('Gutter With 3 cownscm rat ) 2 � 'SZS PER RAO� IRIV�� kRE, - --------- D C - 3 `[)"� - -" " "DE - SIDEYVALL. SHEETING TPH v M F RA M E LINE C ',R PANELS: 26 Go, CW - Fox Gray SP 3" SRT NEBS - C MWED - a: MWES &KK 14 AMR m= 1 40 ,--; I �' C; 4r_-� tit z ! 03 1 A I I � SiDEWAL-L FRAMING: FRAME- LINEE A SIOEWALL SHEETING dk TRIM: FRAME l A PANELS: 26 Go, CW — Fox Croy SP -"PAC-NiG, U'Rs 'N 'R7 N k. Z ry B Lw `0 I �'Gulter with, dowm- 7 K' SIOEWALL SHEETING dk TRIM: FRAME l A PANELS: 26 Go, CW — Fox Croy SP -"PAC-NiG, U'Rs 'N 'R7 N k. Z ry B Lw `0 I ROLT 70A KmAINAt LNE . 4 - 2 L ENDWALL FRAMING: FRAME LINE 1 7 Q A <11 i � L.L_ ESHEETING N & TRIM: FRAME UNE 1 jCA&P02 PANEL 26 Ga, CW - Fox Gray SP m 2 1 EWAO 1 N NCRO3 LL, jCA&P02 j CT01, m < i C S 0 e \Af 0 1 C`� z uj co 2 QD un Lint uw OD (D (D z z C) C) ENYVALI FRANCH 0 AN () C) I'S < UJ t ! Ju 77 KI�Lhl BIET M -1: CT 3: - - -- - --------- - __ - in A W 4 Nov VK - wa Zoo all - -'ONAL 100 if fill! w uj W-2 OUT-TO-OUT OF STEEL ENDWALL SHEE FRAME UNE "�IANELS. 26 Go, CW -- Fox Cray SP - W- N' U A N M E ENDWALL FRAMU3 PLAN uj uj 2 < �A ENDWALL SHEE FRAME UNE "�IANELS. 26 Go, CW -- Fox Cray SP - W- N' U A N M E ENDWALL FRAMU3 PLAN uj uj DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 10808 7/7/2000 Property Owner : Property Address : 10612 W 44TH AVE Contractor License No. : 17590 SIC Company : C J Roofing Co. Phone : 394-2802 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback distances proposed by this permit application are accurate, and do not violate applirable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full res bility for compliance with the Wheat Ridge Building . Code (U.B.C.) and all other applicabl Whe t Ridgeqrdinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED~ DATE Description : TEAR OFF AND RE-ROOF Construction Value : $1,700.00 Permit Fee : $60.10 Plan Review Fee : $0.00 Use Tax : $25.50 Total: $$5.60 Use: BUILDING DEPARTMENT USE ONLY Approval : Occupancy : Walls Roof Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval : Phone : 232-4680 Sq. Ft. : Stories : Residential Units : Mechanical License No : Company : Expiration Date : Approval: (1) This permit was issuetl in accordance with the provisions set forth in yopur application antl is subjectto the laws of the State of Coloratlo and to the Zoning Regulations and Building Cotle of Whea[ Ridge, Colo2do or any other appiicable ordinances of the Ciry. (2) This permit shall expire if (A) the work au[horized is not commenced within si#y (60) days from issue date or (6) the building authorized is suspentled or abantlonetl for a period of 720 days. (3) If this permit expires, a new permit may 6e acquired for a fee of on~half the amount normally required, provided no changes have been or will be made in the original plans antl specifca[ions and any suspension or abandonment has not exceeded one (i) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be tlone thatwill change the naNral Flow of water causing a dreinage problem. (5) Contrac[or shall noti(y the Building Inspectorhventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceetliing with successive phases of the jo6. (6) The issuance of a permit or fhe approval of drawings and specifcations shall not be construed [o be a permit for, nor an approval of, any violation of the provisions of the building cotleyryPgny other oIAnance, law, mle or regulahon. Chief DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 -(303-235-2855) C~ ~ Property Owner : d" Q Property Address : j(7 t'Z UJ G-v-Q - Phone 3.1 -14 b Contractor License No. Company : c-, Phone OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : l;"100 I hereby certiTy that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.CJ and all other applicablg-Wheat PAe ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE FI-~ GC~ Description : oc Permit Fee : Use Tax: Total : Use: BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : 13 C~c~ ~ Approval: Zoning : Approval: Approval : Occupancy : Walls : oof : Stories : Residential Units : Electrical License No : Company: Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This permit was issued in accordance wi[h the provisions set forth in yopur appiication and is subjec[ to the laws of the State of Colorado antl to the,Zoning Regulations antl Building Code of Wheat Ritlge, Colorado or 3ny other applica6le ordinances of the City. ' (2) This permit shall ezpire if (A) the work au[horizetl is no[ commenced within sizry (60) days from issue date or (B) the building authorized is suspentled or abandoned for a period of 720 tlays. (3) IFthis permit expires, a new pertnit may be acquired for a fee oF one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abantlonment has not exceetled one (1) year. If changes are matle or if suspension or abandonmen[ exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done tha[ will change the natural flow of water causing a drainage problem. (5) Coniractor shall notiry the Builtling Inspectorhventy-four (24) hours in advance for all inspections and shall receive written approval on inspeclion card before proceediing wi[h successive phases of the job. (6) The issuance of a pertnit or the approval of drawinqs and specifications shall not 6e construed to be a pertnit tor, nor an approval of, any violation of the provisions otthe builtling codes or any other ortlinance, law, rule or regulation. . Chief Building Inspector