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Plans RECEIVED CITY OF TIGARD APR 2 8 2014 Approved by Planning , Date: 4 as PI- Initials: flit August 30, 2013 Halo back-lit aluminum BUILDING DIVISION New pre finished metal channel letters pin coping,P-1 mounted to facade FINISH SCHEDULE Metal downspout to be CODE_DESCRIPTION Aluminum channel letters, JEFFREY ALLEN P ainted-P-1 P 1 Steel typ. Mount to canopy Color:Benjamin Moore!Color Preview,2112-10,mink Steel canopy beyond,P-2 ASIAN DECOR ARTIFACTS ORCHIDS v P- anopies Steel canopy,typ,P-2•see C�1 OF ✓� lor:Sherwin Williams,7069,Iron Ore canopy detail 0000000® ©©o© ©o©©000© ! • t.�.., �,. FOB CO >�TA)J(' ,` II © u 1., _ '-`0 NOTE:proposed improvements require Building base to be A h s [ engineering analysis painted,P-1 II II ` !_ _ _ _ Tae t . � Modify storefront-remove ` s s ' - in Iiii s r�� , Zadashed mullions as shown. Vfy w/owner Sid O NORTH ELEVATION By197Z711-7 Data 1=1..A-- New pre finished metal New aluminum channel New halo back-lit aluminum Buddha statue, Steel framed support platform coping,P-1 letters,typ. Mount to channel letters pin mounted er,beyond w/pre finished metal fascia& canopy to faced* metal roofing panels-will require Steel canopy beyond, struct'l engineering design,P-2 P-2 JEFFREY ALLEN ,..----------'-- --- --. . -'=7;, rill. ,,, ..--.. -. -: .-.-— ---„:-:,...---- ..,..A.5IAN..DECOR ARTIFACTS ORCHIDS .1. ZOMC ■ © - _ ©©00130 \ -- Building base to be _ painted,P-1 z� z New wail sconce,typ.-see Steel columns to be Steel canopy,P-2-see New wall sconce,typ.-see Dashed line represents new- cutsheet painted,typ-P-1 canopy detail cutsheet fans-b..'o OWEST ELEVATION SCALE:1/8"a 1'-0" 4' OFFICE COPY TIGARD- JEFFREY ALLEN EXTERIOR ELEVATIONS deaa ARCHITECTURE INC 4. .42 2 2. ._ 9'3" — --- • :--- ..-_ ...2:-- 1.----7- . , L:47:u. • , • -fr.. ..-.., ' '' - . '7''''' - ''''' '' . •'-',- , '•1 • . .-: ,--- ,VriggragaliZE _. '.!:_„. , — 1 I I . ...,]7-- 1-- 7, „..,,:,-_,,,._ 1 ...:_,._ ..i. _—,- _7 I 1 i: c-7 , ., . .. _ . r___. ., , , '1 __. ,,,, 1 1 1 , ... .,,, _ , ,..,_,.. , . ........ _______ L __I .."=_ , i ' , III, i , Ltil--- 1- . ___ 4112E_V.MIX ERLQ_NI_V.10/ all, ‘•1/111"a a'a 11.74 - ! 41 ■ .CI ht 8J deal channel P44 1,1/Mot.IoAln.:D Aa., I ItlaAbl......vIEW SOUTH AWNING Ts_n 1------...7.7:DA TIT_•II 0;171;' I 1.7140.1,C 7 1-6eacr-111":1710.1 -I_ 1171-Y- - -- i 1St '31 t CALIVaitei233 BY. ".•"..." JEFFRE1 ALLEN Er...1._e_J_IETAL CHANNEL CAN01.-143 I 1111111111 7.1%'■;:.e,....% -_,.1.--HISET. I — 12460 SW MAIN ST -RAMC S TR, ..1 Lj_j_lc_ _4!rompi»..""O‘... ,SCALF <%31C44'' T 1 G A R D. OR..92 223 ,..-.3,7(4i- ;;„ 7,,,es , ,K.9•1 Tabli 4 a c a __ii _ , I- • ----...1 '-:-'!" ;,:r.-.-... , ..-.: :'::.;:.`.: ::-.:..•-•---:-,'---:‘;,';'-',• -;•,:-- --- --..•'.,-1 ■:- ...,,,,;•,," • . • . ..!,;;,,• ..77.r,-.;-....--- -.--t.,';',-'',r''--. : '! :-:-:... .!-:--!•—;,- ---.7:;:"TI . . . ! . .= . . • =-= -.:-;;,.;.;.-;!.. :•:,_;.-1-!1 . . -:-, ,-..4,--,,,F;,.• yl . -41.itaintIZE 10 ir___ ■---L--- I li __--- 1- F ILI± , _............._ . 1 7-----1,,,....: . . - .•J 1 . ,• ' I .. . ' . . .----1.-..---- 11.. 13 ----....--.. r --if 1 • -------1 . _ _._.._ . ..... • . 1 / . . . . :it • . 71 , _— , ... _. .= ' •. . . •. ... s , III ..... ,.._......._,,,,., .• -. . ,...q ...,....... . ._.4 1 -_-_ __ __ .1 1 • . ..:,..,.L__ " Li 41 ''''' -- - _ — – — s_m_v_LEN eacknx_yout , ' r, . ■ 4.10- •1 11 11... : , • • ,)■ .-LL. .--- 1 —• -----_____J.: • . • •___,...._ ___ ii2._ 11•%6 Merl.1..loing 211 t.,-: PLAIS_YIEW . CS x 8.5 steel channel NORTH AWNING litil II '------- no Lanommticui .0 a TE•_...,2162,1.72:• JJJJJ CT: .—.—_ _ ___ -- •IleaCierrion. 12•• 3 • ' ' PERTLANDORtT232 ay: DAY 806.41.,` . JEPFRET ALLEN shltra ,SelAt _CANOPIES_• ...eel s,s..•e■,:e ---*------ Nuoe _p_-30_11_ETAL R.ECKING .... ...,.,...., 411.2111tT.L_L_ 12460 SW MAIN ST. ,...-7-, ii.--a ---- -------------, .111 , ........,,,,, .15C•1.{,ILscale,•_. TIGARD. OR. 97223 .eweee coes L4,-...-------V-ri- _ As i CQLOR .e... . . .11 1.11, ___ _______________ _._ e et c a .36 M0.1 .decktn•20 3.. .—... ........Z.... . . _ - I ii.' ._ , _ -.- , -.....- .. - . :..7"37T i • t U:aC,4•, '-' _I-o.s r I s j. —7.-7 IL ...... t , ; T I , z....„ II , ..... 1 ...,. 1 I 1 1, , _ .. , , 1 117 , 1 •-r--: .. . . ....,. 1 --..--.... ._......_ . I ".. - ---1-- _ 8112.E_-Y.LE_W. '4x4 steel post/typ. FRONT yig_ty 11 1 i I 1 , 1 1 1 IL 1, I 1 , 1 ki , i _______L_ i „.„.,,2- , 5.35 3.7tel de,C,..30 get .' EL.6.1_, v LEN_ --- ---- C8 x 8.5 steel channel- ••-- WEST AWNING . YbD plit.:WASTi DE0C140.11.0•1 Q t-1----1-- INke '3::)7DWLALNAI;t)S4AM3LP Et Y -C,;„50“0 t 3.1 0 JEFFRET ALLEN ,..aL_-t_11.E_T_81 .P138±4.tlEt. c 4.1!_,5E1'1E8. s ot`lOsiktt`''"gtt. -- TIGARD, OR. 97223 ri-ZO—..7%*C=i411;cr ■ ".. ''.- ....:.':1:-T1.'3'...'..• -DHEET i ' 12460 SW MAIN sr. --2-r--- -.EL- 0—ug TAL-0-Eca,9— -- II;1 ilird -7ps ____ _ ._ . __ — _ - .. .. " ° 1 _—_- -_--_ _-_-_ -__- � VI - I 1--- - ------ ' - ---- ' ---------- '----1 -i __________. ii SW. MAIN ST. w north awning - . -- _ —_ ---- _- � . �_---' ___----_'. ' ��I [ | -- Iwo" � _i--- r----1 | | | ' "^=" • / '| 121.60 SW MAIN ST. | r�^"" OR. ,,"`, | | / wemmvvn�g -f � -----' | ______----_ WO" 4 - || | | L 1 1 | | s~ |m | * 9'r | | ' + | ' | | / - ----) | �| | - south awning _-- `- 1 � Is 1 U) | -- ---]�---�---� | + / DESCRIPTION ; INSTALL (3) METAL AWNINGS EXISTING BLDG | | ' � '- '~^' -~~~ : e� � PLOT PLAN NORTH j^ .11141:1� —�r���� |y . STRUCTURAL CALCULATIONS FOR JEFFERY ALLEN 12460 SW MAIN ST SPECIAL INSPECTION REQUIREDTIG , OR 97224 State of Oregon Structural Specialty Code ❑ Con and Reinforcing Steel -- ANOPIES __ Bolts Installed in Concrete ❑ Special Moment-Resisting Concrete Frame ❑ Rei ng Steel&Prestressing Steel Tendons ��d PROf�s tructural Welding '`'NN'6,"£ER �O .Ti High-Strenght Bolting - y 12,187 ma, 1 S• tructural Masonry ,,,,,,I,\ _ ,..V) , _- OREGO J Reinforced Gypsum Concrete Insulating Concrete Fill °44, f5 "9:'\+C-1 F. NoW" Spray Applied Fire-Resistive Materials • Ti P• ilings,Drilled Piers and Caissons ! EX IRES:12/31 1 14 Shotcrete 1 S• pecial Grading, Excavation and Filling { j Smoke-Control Systems f o O• ther Inspections - Contents Summary 1 Details A-1, 2- 12 Canopy Calculations CI -C4 Canopy Analysis D1 -D10 el, NORDLING Proj. No.: 13-461 STRUCTURAL JEFFERY CA ALLEN CANOPIES 4 ENGINEERS, LLC PIKP AWNING COMPANY 6775 SW 1]Ite,Suite 200•Beaverton OR.97008 Date:APR 2014 By:JHW Sheet No.:COVER r i i SUMMARY FABRIC COVERED Awsllsa.DESIC i CRITERIA 20.10..OraOan Structrr&I.Speelaiiy..Cads: Wind . ....... _. 95.MP 4..(3-!MG.gust).. Exp • Snow.Load:... ...20 psr +. Drifting Snow. .Load.(20 psr minimum) PER SNOW LOAD ANALYSIS FOR OREGON(THIRD EDCTION)DECEMBER 2001 STATEWIDE ALTERNATE METHOD Na.055C DES-01 - ISSUED MAY. 'I,2008 Dead Load 1 psr • .Golfisctlans.to.sxlsting.steel columns_ &t.ell columns Ray.Engineer of Record. : : . .. .. _There.are.three.new canopies: .. 4'r.@ x .42'-40.. At.exisllns3 brick wa I. . • 5ø .*.46.'-.11°...At existing brick wall.......... .... .. . .... .. . ... ... . .. . . ... Wrier.X.8.-Z.....At Mm canstrucUOrt . • • • NORDLING Proj.No.: 13-461 STRUCTURAL JEFFEC S CANOP CANOPIES i` j ENGINEERS, LLC PIKE AWNING COMPANY 0775 SW 111th.Suite 200•Beaverton OR,9700$ Date:APR 2014 By:JHW Sheet No.: 1 Sherman Engineering, Inc. (503)230431376.Ph 3/51 NE Sandy BLVD. 11 Oa Portland. OR 97232 (503)226-4745 Fax MEMORANDUM TO: Mr. Peter Luong Jeffrey Allen Home& Garden 7295 SW Dartmouth St. ��� Tigard, OR 97232 Cti 7/4, nr ,Sd/ (503)968-7199 ( ; , tJ e DATE: January 20, 2014 a, GON FROM: Don P Sherman, PE \00r�n M 1/'P Principal c)(P RES 63030/ G RE: 12460 SW Main Street �* Tigard, Oregon NOTE: This memo is to inform you of our recommendations for supporting the proposed new awnings ort the front and side of the existing commercial building. We were provided an awning framing plans and profile with bolts supporting the awnings through the existing building wall. We have reviewed the loading on the awnings being transferred to the existing building. We have determined that the required support on the interior wall is sufficient using the existing steel columns.The locations of the existing steel columns corresponds with the location of the awning bolted supports. This connection design is satisfactory with us. • CC: , File-Sloan 012014.doc • ■ PROPOSED 4'-0'—. CANOPY I; f i ' i i _ i r 4.A 4 4:15:: lI i PROPOSED 5'-0. 1�`� I I • I I I= THE REACTIONS (TOP 4 BOTTOM) OF ALL CANOPIES i='.< (NOTED ON DETAILS D, E, 4 F) ARE TO BE RESISTED tel .:"BY COLUMN SECTIONS PROVIDED BY THE ENGINEER I. c:::oF RECORD (E.O.R.). THE E.O.R. TO REVIEW / VERIFY ALL CANOPY LOADS NOTED ARE ACCEPTABLE AND RESISTED BY THE E.O.R. COLUMN, TYPICAL. ;fir., 1 L —I Rom 12,187 PROPOSED 4'-0" "'�I) CANOPY e'r• Ri ' AWN�` OREGON BUILD ING 4 AW1 ING `moo :; ts, .,3.6''�\�� AI E N0,0 f EXPIRES:12/31/14 1 NORDLING Proj. No.: 13-461 STRUCTURAL JEFFERY ALLEN CANOPIES "'' ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR 9700E Date: APR 2014 By:JHW Sheet No.: 2 • I 44' 0 0 0 . JIhhhINIIIflIJIUh1NOIJNUIiIII 5'-0' # 11'-5' 1 11'-2' 1 I5'-5' . a Roof Deck Units by Ryerson as follows: 1. NI-RIB 4, 26 gauge, 36' wide, 13'I6.' deep having minimum I = 0.030 in• and S = 0.037 10. v ii. Attach to support members with *6 x I/2' gals screws at 12' o/c. At parallel supports and panel laps, space screws at 12' o/c max. I 0 III' —a- F i 4 .0 ! - in .I ■ 1 0 y P y' ! ill 0 ,: = �p PRO, 111 111111111 �` F f, ,..,„, 12187 ... J ' '-3' s Pr OREGON tad � °`y 'S • 0 C4NOP1 PLANS �y � ��� , � EXPIRES:12/31/14 — — - NORDLING Pro;. No.: 13-461 ■ STRUCTURAL JEFFERY ALLEN tA �4� ' ' ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th.Suite 200•Beaverton OR 97008 Date:APR 2014 By:JIIW Sheet No.:3 0 0 rrp CSx11.5 • • III- II ; ! 11111 0 113 .-1-155 5x2x0.1815 4-1-155 5x2x0.1815 ii U 1 0 1 11' U 11-1551 5/2x01.1,5115----"J :,,..r:i 1L-HSS 6x2x0.1015 k-1-155 6x2x0.1815 1 - ! n n F---I I I oTYP 0 , 1 _, -. ,. y , . CSx11.5 , 1 i) -.---1-15S 5x2x0.1115 = x 0 ....--1-155 5x2x0.1815 03 i I 1 U .„--1-1551 6x:2x0.1015 r1-155 6x2x0.1815 LY_ ..... ..L-17-.---.-----,:------:--—-----n-r------ --—-- 4) ex6 POST exS POST -\=7-:_..7.:=--..71-i -77'7-7-7:7-'77 -7•7'7:7.---r---"7-77-77 77-7,.7.77777=7771 • -Z.t7";-':7 -=---7-";.='''—..'*- ,="7------7---.."-'7 7L-r--:?..‘n;---:). .:. - illI-155 6x2x0.1015 III = x U U 1‘..0 PROF" 0 S IM •11. CSx 11.5 co 0 :44, t-''G'"6 ''? 12,187 i 4iir rig 11.1)1 OREGON - 0 ALINING ELAN -0 ,5• , 4:, E. Noilo- . ) EXPIRES:1 /31/14 NORDLING U Proj. No.: 13-461 ,, ,,. STRUCTI.JRAL A JEFFERY ALLEN CANOPIES .,,,,..~, 147 ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th Suite 200 Beaverton OR,97008 Date:APR 2014 By:JIM Sheet No.:4 0 4•- . _ s 0 __—_.\ , cif THT x F 1 I . 11Fr HSS 8x2-} IL-G8 -,7"-i. J I-ISS 4x2x0.$815 J ;: 4 f : i-. ,, -..--F I. t. x La FT "REACT IONS 4.A 4.15 4.0 4.0 Fx 1,120 km 2,280 lbs 2,160 is 1,250 Ibs FrT 100 Ibs 1880 >bs 1,850 i s 800 Ibis F..8 680 Ibs 1,3W Ibs 1b80 lb. 160 lb' SEE PLAN (A) FOR REACTION LOCATIONS SktD PRO,- /', 12,187 I OREGON AWNING SECTION ✓0 t5. '"�,,+ F. NORD ( EXPIRES:12/31/14 ( NORDLING Proj. No.: 13-461 ■ STRUCTURAL JEFFERY ALLEN CANOPIES `s I ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW]11th.Suite 200•Beaverton 0R.97008 Date:APR 2014 By:JHW Sheet No.:5 . -_-r7----T1T: -r7 SL.m. II II I i 1 7 1, 1 L- -. I I 'I , / 0 ,c,, Ft--7-Tf3::;::1!.: : , • I I _ IL L F --1-C-I , L y, I . 'fF 1-15S 8x2 CS � H:"".77--H1 =-:--1. I I I - I "k-.7:-2-1 1-155 4x2x0.IS15 I II IL i I� ,I:..." J:.• .4... 7 Ii LI_ =LL J . I x 1 H IL ' -~ - 6f-- , 1.+L---.-.1.-.. Q FI �L_ T _- - . _ _, � I7 1 I i�_ L ±-1.,. :,,,, 11:.-.1..-=_1:_.1 0 REACTIONS 5A 5.8 5_C 5D Fx 500 lb. 4,050 Fos 4,030 bs 440 lb. Fn 360 bs 2,220 lb. 2,200 bs 330 Bnps Fys 240 rob 1,940 bs 1,930 bs 210 bs SEE PLAN (A) FOR REACTION LOCATIONS \5,39 PROFF�f % /o 12,187 ,,15\ W IF , OREGON _' I E -0 --<, is• "-.' 4.9 F- NORD EXPIRES:12/31/14 NORDLING Proj. No.: 13461 1115 k STRUCTURAL JEFFERY ALLEN CANOPIES ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111t6,Suite 200•Beaverton OR.97006 Date:APR 2014 By:JHW Sheet No.: 6 r 4'-0" 0 - - ,.. .. ,,, :,II I� 0 '..._ . I I1 , �.�. i h ■ xF --------d 11 f,.,,, „,„ C8� LC8 11 IS 1; Mil ,. in 1-155 4x2x0.1815 cl ii III ,, . li ,\ ;\ 0 Fx I is I- tFy ` v---.:- I 1____- 41 I . 1 © REACTIONS FX 8351b. Fri 555 1179 Fr B 510 lb. � 9 PROFFs, ,r' 0„e■N E pq /O tV 12,187 OREGON It G`,- 9AU ING SECTION 'O I5. 9 \,,O . yNE-. NoR 1 EXPIRES:12/31/14 I NORDLING Prof.No.: 13-461 STRUCTURAL JEFFERY ALLEN CANOPIES ENGINEERS, LLC PIKE AWNING COMPANY one SW 111th.Suite zoo•Beaverton OR.97008 Date:APR 2014 By:JHW Sheet No.:7 "12 SELF TAPPING SCREWS` 1-159 3x2 • *12' o%, TYPICAL 7 — TYP BM298 ''''A l 2+08 j, H55 5x2 V CS C8 298 HSS 3x2x0.125 1,8 2 108 or (2) HSS 3xIx0.125 L1112xl/2x0.125 NSS 3x2x0.125 Ii' 5' 5' or (2) N55 3x1x0.125 CS Jam_ INXIONNI Ui'i Ii _BIM I-159 2x2x0.18�5 •'1I NM NSS 5x2 C8 "12 SELF TAPPING SCREWS 912' o/c, TYPICAL i ,.-----" H55 5x2- --.., KGB H55 4x2 ' 346 39 PROfe NGINF6 / ct N55 4x2,.. � ` 12.187 OI I �� 'OREGaN y-I - Op!. DETAIL L.:, Y t3, j9��`.1.1 Lieq . NORO I EXPIRES:12 1 31/14 I NORDLING Pro;. No.: 13-461 STRUCTURAL JEFFERY ALLEN CANOPIES ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th.Suite 200-Beaverton OR.J7008 Date:APR 2014 By:JHW Sheet No.:8 . ;.. fE31x3 (E) H55 4x2 COLUMN • `•;ice -1. 1.' !:. '. i t.r '__4 _' gas i I r 1 1 I .. �'' H I1, .1 C � I, f -4X . H55 4x2• I I. s ,- ,� g I 1,'.1r..:'..--,..,: 1! � � 1w?. ry 1r 11 I � � • -,fY II ..>~._,.I•...... 14 I / •m HOLE 1''• I L_---1_ :•- ,--•. L-.-x::=1._ , d 1; 1 1 ii 3/ ;- HSS 4x2 i 16• •+. •- :. ;:sue dit'.-- I` � x 3 I tt PROf �s•o M. BOLT �Q _L.__J--i-.. =--- (or THIRD ROD) c'`W`,G,A. ,,. f/O cc, 12,187 I J OREG N 1) AEI.• 0 DETAIL ��1- 15. i .c,� tiN E. N0f63vN. EXPIRES:12/31/14 --- . NORDLING Proj. No.: 13-461 STRUCTURAL JEFFERY ALLEN CANOPIES I ENGINEERS, LLC PIKE AWNING COMPANY 9775 SW 111th.Suite 200•Beaverton OR.97008 Date:APR 2014 By:JHW Sheet No.:9 I" TIP 346 1E I i- . 1-155 6x2 / 6x3 i II I Pr .' '' ' M� 3.-(E) STEEL COLUMN I -: (E) BRICK WALL i i 1 Ii ---- -r. N55 3x2 i- j or (2) 1-165 3x1 1 r . I i— e II N55 5x2 I Li _ ii _ i I_ I .eva H55 5x2 -..i 3,,w,./ i i 'i A'. HOLE Via=- IE34 x3 I 17.-----_1--.\-----.----. (2) 1/2.. M. BOLTS ' - I 1 _'" W_ N55 8x2 N : LUJ { H55 5x2 :...= 3,167 or 1, . S� a%Np i7/ I ,l: FE 4b x 3 cv N 12.187 FR O L___a—'�r=?y= -_:_- ) .' {� t OREG N 'a fE. Novo ( EXPIRES:12/31/14 ' NORDLING Proj. No.: 13-461 0 STRUCTURAL JEFFERY ALLEN CANOPIES { 9' ;.% j ENGINEERS, LLC PEKE AWNING COMPANY 6775 SW 111th.Suite 200•Beaverton OR,97008 Date:APR 2014 By:JHW Sheet No.: 10 T ------ '� it WOOD POST-1 I li I\ I 1 3' . . ' C2J i2'm LAG SCREWS MIN ' `.\ \\ti I'• STD PIPE � i 7 NS5 23x2-�., I E46 x3 i I�\ 1 - • ___• -i ---- - - — ii 1 \ \ 11 3,,V I-I5S 8x2 — _ 3,16, L - -f:. c Tl'P — IE 34 x 3 3,16, 0 DETAIL . S I ii �� , I 1 i r-�-., .. ..--- s /6, ( III !':•. 865 4x2 3 I 1MIN II i .�„ S't` tt PROie 1, I �N '" FR /0 I \ tQ x 3 (2) li2'a LAG SCREW I .� 12,187 t, 1 ir I'o STD PIPE 9'• 1__—__ - OREGON A_ • 0 DETAIL v�yN 4`'� F. NORM I EXPIRES:12/31/14 ` NORDLING Pro]. No.: 13-061 0, STRUCTURAL JEFFERY ALLEN CANOPIES -.,',4> d . ENGINEERS, LLC PIKE AWNING COMPANY 1;775 SW 1 11th,Suite 200•Beaverton OR,97008 Date: APR 2014 By:JEW Sheet No.: 11 . [ G8 346 • 155 2x2x0.1815 mu IR C8 P..7-1-155 3x2x0J25 N55 2x2x0.1815 N55 2x2x0.1815— C _ f: 1 G �( GRIND ca--1 SMOOTH 344, 6'-0' MAX I55 3x2x0.125 or (2) N55 3xlx0.125 r 3/6' TYP 3'16 ' N55 2x2x0.1815 VAIMINIMIONOM G8 0,D /o PROPFs� 12,187 7 �_� OREG N -1 DETAIL voy�°cr ,9e5 0 • EXPIRES:12/31/14 NORDLING Pros. No.: 13-461 STRUCTURAL CANOPIES ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200•Beaverton OR,97006 Date:APR 2014 By:JHW Sheet No.: 12 t . CANOPY CRITERIA RYERSON..:NL RIS 4!' 26 ea ..: .:--•-_- . - --.- _.. : -- - DESIGN REQUIREMENTS Fy..:.E0.kt1 _: .,spdi.- snow. LCI.. + WIND LOAD Lai..:a. l.+.0.035..in4lft...... -. 0.030 lri4/.Ct._... ; .. ---' .. ...... ...LC2. - WIND.LOAD... Bx.n.t.0931.:.1n3:/ft .- - 0.04.5 in /F.t .. - -. - LC4....SNOW.t DRIFT ..M•_:4 «. 1331. ..Inklpbtft. - 1.015 inkipe tt ..-. . . . • . ..W..-4..0.66I.pot..urea per: _ .: . MEMBER coilseGTIGN6 TO.BE: . .. ....WELDED.ALL.AIROIAVD .. D.L. 4.2..p.r. . . . • ._. -_. ..... . W.:.17.2..par ASCE1.05.WIND DESIGN.- SHEET DI . .. . - SNOW:;..10.5 par_ .. - DRIFT...i..33 psi DRIFT.R=..13. .p.r r : : . . . GANONT-5 r= Rm.....5..wr.... S..pI . .. .;, '* (59.'1,2a.0 Co tt '%_; a eau E - 'a� ;. : ::.: : 15..pir..... . .. .... . ... •rt'. r u•':..i'�'r`.-'� NIR!B 4x36' c ��M:=. - Mv�ili 0$7 In.kipiiit ' < 1:331 in-IQ . s t.... ■ 13'�.- klpina.. <..1:615 In-kips/ft.. • •. { 5'-0' • DL.= 2..par W. 4 112..par......,seta ma sac oreIGN.r.erEET DI SNOW:•..10,5 lams ... ..... ... . . . - ,..-.....,...pre ETi:4..4b.-p.r.. ..DRAT.RE..29...pst. . . .. :....'_... .. ' CANONIC-4 . . „. ........MDt- 4 plr....... ..4..p11F. 1 (4b,29) CO f1: 6 ft.-..100..p1r 90..pit.. tMIRO...x 36' I .. . 'IDAU. ■..0-31.>;►saps..< 1331;.In-iup.ni . 1.., MD• ■ 1.18 lit-kip:in < Ib15 In-kips/ft — - ... .. 4.,,0' - NORDLING Proi. No.: 131461 ALLEN STRUCTURAL JEFFERY t ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200 Bcavcrtun OR,970118 Date:APR 2014 By:JHW Sheet No.: CI • s: : CY. ... 0 . • j. 11.4' . : 1 233' i . 11.1, .1.. ...LC4...WORST CASE 1 A B . C -.0... i 11-1T- 1 r Iki 1 ....P . 500 lbs ,i4, bs.. 4,030 lbs .440 lbs. ;. ....f ... 3o0 Ibs .2,220.dbs.. 2,200 lbs 330 lbe !till, .,,,F .p : Fre.:...2.40.!be ...... .L940.mss.. 1,930 ibs 210.Ibs Y CANOPY 4 . o : o fl 0 :i_ i : • li • 1 1 11 c L• I _ , , , i : . . . . , i - i , , , : , .2 , i 11.4' .1, 11 15.4' l_. t_ct... r .. . ..; :.: • Fx ..1•120 Ib•. :2,280.ib..... 2,160 ab5 1,250 Ibs ;. ry pX- _ P..�.T...100.lbs . 580.lbs 1,850 lbs 800.lbs• . . P.r• Para...680 lbs . . 1,390 ibe.._.. 7.1,680 Los 1( 0.lbs • NORDLING Proj. No.: 13-461 STRUCTURAL JEFFERY CANOOPIES PIES °. ,c,.j ENGINEERS, LLC PIKE AWNING COMPANY e775 SW 111th,Suite 200-Beaverton OR 47008 Date:APR 2014 By:JTIW Sheet No.:C2 X010... .. .. LG9.. .e*OW... T...II. .4.050.e... ...WORST,case V.. P. .2.220..in..... _ . ... • Bolt 0 1/2 Grade A307 .. - - • Area 0.196 in2 • Ft 20.0 ksi - . Fv 10.0 lei . Fu 58.0 ksi .... ...- _ .._ .. . • T 3.93 k V 196 k T V No.:2 • 4050 2220 • . .... ... 0.516 0.283 0.798 .................... . ..: - • . .... .. 1927 3,927 ... ....... ...... .. .. ... .. ..... ............ . .. .. -PROVIDE.l.2): '4•.M:.@OLT$.AT.Er4c .I. ........-...- ARM, TOP 4 BOTroM •• •- BRACE CQNNEC?l L = = L C 4 swan T •a 4,00.b, .. .0 o i:toss.............. .. ........... .. . ... .. .. . ... .. . .31,'•-(A30I)J L3 LT9. - • T q ... a...6,969 b..• emur.ou • . ... Yaw. • 1,96;9...1 * : • LCD ••,. • .0ib. 44x0. .... .. . _ ._. 6,965 lob ....1,9>fa9.ra.. . _ .. - NORDLING Proj. No.: 13-461 ALLEN STRUCTURAL JEFFERY --a_ ' ENGINEERS, LLC PIKE AWNING COMPANY 6775 sw 11164 Suite 200•Heuverton oR.970O8 Date: APR 2014 By:JHW Sheet No.: C3 . • " .CANOPY 4'..x,f3'-3 .L.C.4. WORST CABE ki'.. liallial F B34 1126 .X . • i I • • ... ......,. ..... ; .i . • . .. .!Ty 5.134 lbs f—1 1 Jill . 1* 1 ( . F i . . , ..... IL . S.3' 1 • -' CONNECTIONS • I—C4. ..0*020....T. *. WORST CASE • . : . V It 554 b. 1/2"Lag Screw(3"Pentration) TA I 1. 1,134 lbs VAL L 540 lbs ATTACi-I W/ (3) lie2'0 LAG SCREWS 107 LCI = + 65 (1,134X1) (540X1) = 0.215 < 1.33 834 554 LC4 = + (1,134X2) (540X2) .. LOD- 4 IN1 si. 130 pit- liSRDSL2 x2 x 0.1875 RI 112 L L r2 so i IL 295 22952705 A500 Grade B t,--$6 M MAX • =. a118° < 1.15 . 295 lbs . --stlf,*-..--- ' -- - 442 ft-Ibs .414111f-- FROADE I-15S 2x2 :. 5LIPPORT-46140". 6/6 MAX w • . : fv 0.5 < 18.4 bi • •: . . • Uni.1- 1.11.1.0 lb 83 < 30.4 kid • riff."' -• - - - -- --- • • • . I 6' S1 A DL -0.01 - . . • Au -0.14 L/SIO . • • . ok • : .. A.n. -0.15 . L/467 • NORDLING Proj. No.: 13-461 STRUCTURAL JEFFERY ALLEN CANOPIES I tiw, :.:-. .4434 tVr, ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th.Suite 200•Beaverton OIL 97008 Date: APR 2014 By:JEW Sheet No.: C4 id1r t ;.e � t ii-:.' atst k; � � �. _ ?.r.w....va.u_Nr,,.at.�r--....t Wind Speed: 95 mph Exposure: B Importance(Iw)_ 1.00 Structure Type: Building-Components&Cladding Building Type: Enclosed Building Topographic Feature Height(h): 20 ft Homogeneous Height of 1-1111(h) 0 ft qh: 12.25 psf Crest Length(Li,) 0 ft GCp: 1.4 corner zone Crest to Structure Dist(x) 0 ft Ei.ternal Pressure: 17.2 psf Ka: 0.85 Kt : 0.00 GCri: ±0.18 K2 : 0.00 KZt: 1.00 K3: 0.00 4'-0" CANOPY Snow Drift Analysis OSSC 08-01,May 7 2008 Snow Loads L upper 90'-0" (found Snow Load 15 psf L lower 4'-0" Roof Snow Load 10.5 psf Drift Type Lower Structure W 11.24 ft Upper RoofPitch 0/12 Seperation Distance 0 Height Hr(he+hb) 10'-0" Drift Surcharge Only Considered When Drift Surcharge Applies ? hc/hb>0.2(hc=hr-hb)[(hr-hb)/hb>0.2] = 14.19 Yes hd—(043(Lu^(1/3))*((Pg+10)111/4))-15)*((20-S)/20) 2.81 ft hb=Pf/y 0.66 ft. y=0.13Pg+14.0<=30 pcf 15.95 pcf SUMMARY Surcharge Load due to Drifting Pd 45 psf Drift Load at Lower Roof Edge 29 psf NORDLING Proj. No.: 13-461 JEFFERY ALLEN STRUCTURAL CANOPIES ENGINEERS,, LLC P1KF.AWNING COMPANY 6775 SW 111th.Suite 200•Beaverton OR.97008 Date:APR 2014 By:.111W Sheet No.: D1 5'-0" CANOPY Snow D rift Analysis OSSC 08-01,May 7 2008 Snow Loads L upper 50'-0" Ground Snow Load 15 psf L lower 5'-0" Roof Snow Load 10.5 psf Drift Type Lower Structure W 8.17 ft Upper Roof Pitch 0/12 Seperation Distance 0 HeightHr(hc+hb) 10'-0" Drift Surcharge Only Considered When Drift Surcharge Applies ? he/hb>0.2(he=hr-hb)[(hr-hb)/hb>0.2] = 14.19 Yes hd=(0.43(Lu^(1/3))*((Pg+I0)^(114))-1.5)*((20-5)/20) 2.04 ft hb=Pf/y 0.66 ft. y=0.13Pg+14.0<=30pcf 15.95 pcf SUMMARY Surcharge Load due to Drifting Pd 33 ps f Drift Load at Lower Roof Edge 13 psf J SECTION PROPEIEIIR:- 36"wide,Ryerson RI-Rib-4 Panel(Grade'F) Gauge ( Weight Yield Tap it Camortanimi Bait BettraminCeaspiessitas psf Stress (Positive Bendl (N+ naive RentRogl l 1y� MA 29 0:6455 80.0 /in4/ft 1V'/ft - ie.&IIpps ft: //InJJ'��IItt tu�'!']it tl.klp%�/ft 29 80.0 0.024 0.025 0.901 Zr.v2l 0.034 1.210 28 0.763 80,0 0.029 0.031 0:0226 ( )39 . 26 0:861- 80.0- 0.035 0.037 1331 0,030 0.045 1.615 Notes en t tion froperdeti and bead Tablet 1. Section poopeeties and Whiteside*are ulated ie acc+rrdatlee with NtlrhAtrierican Specification for the Dmig of Coil-Form d Steel:Stiuctural Members(2007 Edition)- 2. 14/-le for deflection detenmtnellon.-S-+•t-is for bending determlt atlon&M .ts allowable bending moment. 3. All values are fur one fonct of panel width. d. Alluwablc loai he ct oa stress:is the stnaitest.lead due to b ;hear and combined bending and Amur. 5. Aliowabltrload bath me defltction limit cannot exceed: o le load based on stress. 6. Allowable loads for deflection are based on defcctioalimitation of span1180. 7. These lauds ere for panel strength. Frauica,palins,fasteners and all.supports must be designed to resist all loads imposed on the panel. S. Allowoblo'outward loads basedOn stress have not been mar+eated by 33:33%.for wind uplift. 9, For roof panels,self weight of the panel haste be deducted from the allowable inward load to arrive at-the actual live load'carrying capacity of the panel, • 10. Minimum bearing lengtbuiust be chocked. I I_ Minimum deliverable bare steel thickness should not be loss than 11:95 of design thickness. NORDLING Proj.No.: 13-461 swJEFFERY ALLEN STRUCTURAL CANOPIES 4 S?'1 ENGINEERS, LLC PIKE AWNING COMPANY 8775 SW 111th.Suite 200•Beaverton OR.97008 Date:APR 2014 By:JHW Sheet No.:D2 5'-0" CANOPY Osman;data Nodes Node X Y Z Rigid Floor [in] [In] [in] 1 0.00 28.10 0.00 0 2 58.70 28.10 0.00 0 3 0.00 0.00 0.00 0 4 0.00 28.10 142.87 0 .. 5 58.70 28.10 142.87 0 8 0.00 0.00 142.87 0 7 0.00 28.10 422.87 0 8 68.70 28.10 422.87 0 9 0.00 0.00 422.87 0 10 0.00 28.10 560.74 0 11 58.70 28.10 560.74 0 12 0.00 0.00 560.74 0 Restraints Node TX TY TZ RX RY RZ 1 1 1 1 0 0 0 3 1 1 1 0 0 0 4 1 1 1 0 0 0 . 6 1 1 1 0 0 0 7 1 1 1 0 0 0 9 1 1 1 0 0 0 10 1 1 1 0 " 0 0 12 1 1 1 0 0 0 Members Member NJ NK Description Section Material d0 dL Ig factor [in] Nn] 1 1 2 Channel C 8X115 A36 0.00 0.00 0.00 2 3 2 Arm S4S 4x6 DFIr-L_No2 0.00 0.00 0.00 3 4 5 Beam HSS 8x2 x 0.1875 A500 GrB rectangular 0.00 0.00 0.00 4 6 5 Arm S4S 4x6 IJFlr-LNo2 0.00 0.00 0.00 5 7 B Beam HSS 8 x2 x 0.1875 A500 GrB rectangular 0.00 0.00 . 0.00 6 9 8 Arm S4S 4x6 DFir-L No2 0.00 0.00 0.00 7 10 11 Channel C 8X115 A36 0.00 0.00 0.00 8 12 11 Ann S48 4x6 DFir-L Not 0.00 0.00 0.00 9 1 4 Back Beam HSS 6 x2 x 0.1875 A500 Gr8 rectangular 0.00 0.00 0.00 10 4 7 Back Beam HSS 8 x3 x 0.25 A500 GrB rectangular 0.00 0.00 0.00 11 7 10 Back Beam HSS 6 x2 x 0.1875 A500 GrB rectangular 0.00 0.00 0.00 12 2 5 Channel C 8X11.5 A36 0.00 0.00 0.00 13 5 8 Channel C 8X115 A38 0.00 0.00 0.00 14 8 11 Channel C 8X115 A36 0.00 0.00 0.00 Hinges Node-J Node-K Member M33 M22 V3 V2 M33 N22 V3 V2 TOR AXI. Axial rigidity 2 0 0 0 0 1 1 0 0 0 0 Full 4 0 0 0 0 1 1 0 0 0 0 Full 8 0 0 0 0 1 1 0 0 0 0 Full 8 0 0 0 0 1 1 0 0 0 0 Full Ino NORDLING Proj. No.: 13-461 STRUCTURAL JI✓+rHERY ALLEN CANOPIES ENGINEERS, LLC PLKE AWNING COMPANY 8775 SW 111th.Suite 200•Beaverton OR.97008 Date:APR 2014 By:JHW Sheet No.:D3 5'-O" CANOPY Load data Distributed force on members Condition Member Dirt Vail Va12 Dist1 % DIst2 % [Lb/ft) fLbfftJ fin] (in) d 1 Y -11.50 -11.50 0.00 No 100.00 Yes 3 Y -11.50 -11.50 0.00 No 100.00 Yes _ 5 Y -11.50 -11.50 0.00 No 100.00 Yes 7 Y -11.50 -11.50 0.00'. No 100.00 Yes . 9 Y -15.00 -15.00 0.00 No 100.00 Yes 10 Y -15.00 -15.00 0.00 No 100.00 Yes 11 Y -15.00 -15.00 0.00 No 100.00 Yes 12 Y -15.00 -15.00 0.00 No 100.00 Yes 13 Y -15.00 -15.00 0.00 No 100.00 Yes 14 Y -15.00 -15.00 0.00 No 100.00 Yes wl 9 Y 43.00 43.00 0.00 No 100.00 Yes 10 Y 43.00 43.00 0.00 No 100.00 Yes 11 Y 43.00 43.00 0.00 No 100.00 Yes 12 Y 43.00 43.00 0.00 No 100.00 Yes 13 Y 43.00 43.00 0.00 No 100.00 Yes 14 Y 43.00 43.00 0.00 No 100.00 Yes sl 9 Y -92.00 -92.00 0.00 No 100.00 Yes 10 Y -92.00 -92.00 0.00 No 100.00 Yes 11 Y -92.00 -92.00 0.00 No 100.00 Yes 12 Y -75.00 -75.00 0.00 No 100.00 Yes 13 Y -75.00 -75.00 0.00 No 100.00 Yes 14 Y -75.00 -75.00 0.00 No 100.00 Yes Analysis Results Reactions Forces fLbl Moments fLb•f11 Node FX FY FZ MX MY MZ ------------------- ------ Condition LC1=dI++wl 1 83 -58 0 0.00000 0.00000 0.00000 4 1178 -545 0 0.00000 0.00000 0.00000 7 1171 -541 -0 0.00000 0.00000 0.00000 10 64 -50 -0 0.00000 0.00000 0.00000 3 83 -39 0 0.00000 0.00000 0.00000 6 -1178 -564 0 0.00000 0.00000 0.00000 9 -1171 -560 0 0.00000 0.00000 0.00000 12 -64 -30 0 0.00000 0.00000 0.00000 Condition LC2=d1 wl�- ----- --� -- 1 -354 207 -0 0.00000 0.00000 0.00000 4 -2620 1217 -0 0.00000 0.00000 0.00000 7 -2606 1207 o 0.00000 0.00000 0.00000 10 -315 190 0 0.00000 0.00000 0.00000 3 354 169 0 0.00000 0.00000 0.00000 6 2620 1254 0 0 00000 0.00000 0.00000 9 2606 1247 0 0.00000 0.00000 0.00000 12 315 150 0 0.00000 0.00000 0.00000 Condition LC4=dl+sl ,-- - -- -� r..._�-�- 1 -500 360 -0 0.00000 0.00000 0.00000 4 -4050 2219 -0 0.00000 0.00000 0.00000 7 -4029 2202 0 0.00000 0.00000 0.00000 10 439 330 0 0.00000 0.00000 0.00000 3 500 239 0 0.00000 0.00000 0.00000 6 4051 1939 0 0.00000 0.00000 0.00000 9 4029 1928 0 0.00000 0.00000 0.00000 12 439 210 0 0.00000 0.00000 0.00000 NORDLING Proj. No.: 13-461 JEFFERY ALLEN r STRUCTURAL CANOPIES ' ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 1 i t m.suite 200•Besverum OR.97008 Date:APR 2014 By:JEW Sheet No.:D4 5'-0" CANOPY Steel CodeCbed[ Report Summary-Group by member Load conditions to be included In design: • LC 1=d1+wi LC2=dl-wl LC4=dl+sl Description Section Member Ctrl Eq. Ratio Status Reference Back Beam HSS 6x 2x 0.1875 9 LC4 at 100.00% 0.33 OK (H1-1b) 11 LC4 at 0.00% 0.32 OK (H1-1b) HSS 6x 3 x 0.25 10 LC4 at 0.00% 0.24 OK (H1-1b) Beam HSS 8x 2x 0.1875 3 LC4 at 0.00% 0.09 OK (Sec.H3) 5 LC4 at 0.00% 0.09 OK (Sec 113) Channel C 8X11.5 1 LC4 at 0.00% 0.01 OK (Sec.E) 7 LC4 at 0.00% 0.01 OK (Sec.E) 12 LC4 at 100.00% 0.26 OK (H1-1b) i3 LC4 at 0.00% 0.55 OK (H1-1b) 14 LC4 at 0.00% 026 OK (H1-1b) Wood Design Design code: AF&PA NDS-ASD-2005 Report: Summary-Group by member T Load conditions to be Included in design: LC1du+wl LC2=dl-wl LC4R:11+s1 Description Section Member Chi Eq. Ratio Status Reference Arm S4S 4x6 2 LC4 at 0.00% 0.03 OK (Sec.3.6.3) 4 LC4 at 0.00% 025 OK (Sec.3.6.3) 8 LC4 at 0.00% 025 OK (Sec.3.6.3) 8 LC4 at 0.00% 0.03 OK (Sec 3.6.3) NORDLING Proj. No.: 13-461 JEFFERY ALLEN STRUCTURAL CANOPIES k ` ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW I]1th.Suite 200•Beaverton OR.07006 Date:APR 2014 By:JBW Sheet No.:D5 4'-0' CANOPY Geometry data Nodes Node X Y Z Rigid Floor [in] [in] [in] 1 0.00 28.00 0.00 0 2 46.00 28.00 0.00 0 3 0.00 0.00 0.00 0 • 4 0.00 28.00 173.37 0 5 46.00 28.00 173.37 0 6 0.00 0.00 173.37 0 7 0.00 28.00 307.00 0 8 46.00 28.00 307.00 0 0 0.00 0.00 307.00 0 10 0.00 28.00 505.74 0 11 46.00 28.00 505.74 0 12 0.00 0.00 505.74 0 Restraints Node TX TY TZ RX RY RZ 1 1 1 1 0 0 0 3 1 1 1 0 0 0 4 1 1 1 0 0 0 6 1 1 1 0 0 0 7 1 1 1 0 0 0 9 1 1 1 0 0 0 10 1 1 1 0 0 0 • 12 1 1 1 0 0 0 Members Member NJ NK Desctiption Section Material d0 dL Ig factor [in] [in] 14 8 11 Channel C 8X11.5 A38 0.00 0.00 0.00 13 5 8 Channel C 8X11.5 A36 0.00 0.00 0.00 12 2 5 Channel C 8X11.5 A38 0.00 0.00 0.00 1 1 2 Channel C 8X11.5 A36 0.00 0.00 0.00 2 3 2 Arm S4S 4x6 DFir-L_No2 0.00 0.00 0.00 3 4 5 Beam HSS 8 x2 x 0.1875 A500 GrB rectangular 0.00 0.00 0.00 4 6 5 Arm 54S 4x6 DFIr-L_No2 0.00 0.00 0.00 5 7 8 Beam HSS 8 x2 x 0.1875 A500 GrB rectangular 0.00 0.00 0.00 6 9 8 Arm S4S 4x6 DFIr-L_No2 0.00 0.00 0.00 7 10 11 Channel C 8X11.5 A36 0.00 0.00 0.00 ■ 8 12 11 Ann S4S 4x6 DFir L Not 0.00 0.00 0.00 9 1 4 Back Beam HSS 6 x2 x 0.1875 A500 Gra rectangular 0.00 0.00 0.00 10 4 7 Back Beam HSS 6 x2 x 0.1875 A500 GrB rectangular 0.00 0.00 0.00 11 7 10 Back Beam HSS 6 x2 x 0.1875 A500 GrB rectangular 0.00 0.00 0.00 Hinges Node-J Node-K Member M33 M22 V3 V2 M33 M22 V3 V2 TOR AXL Axial rigidity 2 0 0 0 0 1 1 0 0 0 0 Full 4 0 0 0 0 1 1 0 0 0 0 Fun 6 0 0 0 0 1 1 0 0 0 0 Full 8 0 0 0 0 1 1 0 0 0 0 Full • NORDLING Proj. No.: 13-461 STRUCTURAL JEFFERY ALLEN Y CANOPIES `-1 = . .^--4 = ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th.Suite 200•Beaverton OR.97008 Date:APR 2014 By:JHW Sheet No.:D6 a 4.-0" CANOPY Load data Distributed force on members Condition Member Dirt Vail Va12 Dist1 % DIst2 Y. [Lbfff} [Lb/t1 [in] pn} dl 14 Y -15.00 -15.00 0.00 No 100.00 Yes 13 Y -15.00 -15.00 0.00 No 100.00 Yes 12 Y -15.00 -15.00 0.00 No 100.00 Yes 1 Y -11.50 -11.50 0.00 No 100.00 Yes + 3 Y -11.50 -11.50 0.00 No 100.00 Yes 5 Y -11.50 -11.50 0.00 No 100.00 Yes • 7 Y -11.50 -11.50 0.00 No 100.00 Yes 9 Y -15.00 -15.00 0.00 No 100.00 Yes 10 Y -15.00 -15.00 0.00 No 100.00 Yes 11 Y -15.00 -15.00 0.00 No 100.00 Yes • w1 14 Y 34.00 34.00 0.00 No 100.00 Yes 13 Y 34.00 34.00 0.00 No 100.00 Yes 12 Y 34.00 34.00 0.00 No 100.00 Yes 9 Y 34.00 34.00 0.00 No 100.00 Yes 10 Y 34.00 34.00 0.00 No 100.00 Yes 11 Y 34.00 34.00 0.00 No 100.00 Yes sl 14 Y -90.00 -90.00 0.00 No 100.00 Yes 13 Y -90.00 -90.00 0.00 No 100.00 Yes 12 Y -90.00 -90.00 0.00 No 100.00 Yes 9 Y -100.00 -100.00 0.00 No 100.00 Yes 10 Y -100.00 -100.00 0.00 No 100.00 Yes 11 Y -100.00 -100.00 0.00 No 100.00 Yes Analysis Results Reactions Forces(Lb' Moments fLb`ftl Node FX FY FZ MX MY til¢ Condition LC1=d1+wl 1 159 -90 0 0.00000 0.00000 0.00000 4 371 -235 0 0.00000 0.00000 0.00000 7 457 -280 -0 0.00000 0.00000 0.00000 10 183 -105 -0 0.00000 0.00000 0.00000 3 -159 -96 0 0.00000 0.00000 0.00000 6 -371 -225 0 0.00000 0.00000 0.00000 9 -457 -278 0 0.00000 0.00000 0.0000o 12 -183 -111 0 0.00000 0.00000 0.00000 Condition LC2=d1-wl 1 -540 312 -0 0.00000 0.00000 0.00000 4 -1085 687 -0 0.00000 0.00000 0.00000 7 -1308 802 0 0.00000 0.00000 0.00000 10 -602 351 0 0.00000 0.00000 0.00000 3 540 328 0 0.00000 0.00000 0.00000 6 1085 661 0 0.00000 0.00000 0.00000 9 1308 796 0 0.00000 0.00000 0.00000 12 602 366 0 0.00000 0.00000 0.00000 Condition LC4=1I+s1 1 , -1119 702 -0 0.00000 0.00000 0.00000 4 -2280 1583 -0 0.00000 0.00000 0.00000 7 -2762 1853 0 0.00000 0.00000 0.00000 10 -1252 794 0 0.00000 0.00000 0.00000 3 1119 681 0 0.00000 0.00000 0.00000 • 5 2280 1388 0 0.00000 0.00000 0.00000 9 2762 1681 0 0.00000 0.00000 0.00000 12 1252 762 0 0.00000 0.00000 0.00000 NORDLING Proj. No.: 13-461 5c STRUCTURAL JEFFERY ALLEN CANOPIES ti ENGINEERS, LLC PIKE AWNING COMPANY 5775 SW 11 ub.Suite 200-Beaverton ors.57008 Date:APR 2014 By:JHW Sheet No.:D7 1 4"-0" CANOPY r Steel Cede Clock Report Summary-Group by member Load conditions to be Included in design: LC 1=dl+wl LC2 dl-wl LC4=di+sl a Description Section Member Clrl Eq. Ratio Status Reference _ r Back Beam HSS 6x 2x 0.1875 9 LC4 at 100.00% 021 OK (H1-1b) 10 LC4 at 100.00% 0.22 OK (H1-1b) 11 LC4 at 0.00% 028 OK (H1-1b) kim HSS 8x 2x 0.1875 3 LC4 at 0.00% 0.07 OK (Sec H3) 5 LC4 at 0.00% 0.10 OK (Sec.H3) Channel C8X11.5 1 LC4 at 100.00% 0.07 OK (Ec.4.9)DG9 7 LC4 at 100.00% 0.11 OK (Ec.4.9)DG9 12 LC4at43.75% 0.25 OK (1-11-1b) 13 LC4 at 100.00% 0.19 OK (H1-1b) 14 LC4 at 5625% 0.38 OK (111-1b) Wood Bodge Design code: AF&PA NDS-ASD-2005 Report Summary-Group by member Load conditions to be included in design: LC1=d1+wl _ LC2=dI-wi LC4=d1+si Description Section Member Ctrs Eq. Ratio Status Reference Arm 34S 4x6 2 LC4 at 0.00% 0.06 OK (Sec.3.6.3) 4 LC4 at 0.00% 0.13 OK (Sec 3.6.3) 6 LC4 at 0.00% 0.18 OK (Sec.3.6.3) 8 LC4 at 0.00% 0.07 OK (Sec 3.6.3) NORDLING Proj.No.: 13-461 STRUCTURAL JEFFERY ALLEN CANOPIES ``' `'''a PIKE AWNING COMPANY ,, , ENGINEERS LLC 1775 SW 111th.Suite 200•Beaverton OR,07008 Date:APR 2014 By:JHW Sheet No.:D8 4'-0" x 9'-3" CANOPY ti Qeeny data Nodes Node X Y Z Rigid Roar [in] [Ill 6n] • 1 0.00 28.00 0.00 0 2 46.00 28.00 0.00 0 3 0.00 0.00 0.00 0 ' 4 0.00 28.00 111.00 0 • 5 46.00 28.00 111.00 0 6 0.00 0.00 111.00 0 Restraints Node TX TY TZ RX RY RZ 1 1 1 1 0 0 0 3 1 1 1 0 0 0 4 1 1 1 0 0 0 6 1 1 1 0 0 0 Members Member NJ NK Description Section Material do dL Ig factor [in] Nn] I 1 1 2 Channel C 8X11.5 A36 0.00 0.00 0.00 2 3 2 Arm HSS 4 x2 x 0.1875 A500 GrB rounded 0.00 0.00 0.00 3 4 5 Beam HSS 8 x2 x 0.1875 A500 Gr9 rectangular 0.00 0.00 0.00 4 6 5 Arm HSS 4 x2 x 0.1875 A500 GrB rounded 0.00 0.00 0.00 9 1 4 Back Beam HSS 6 x2 x 0.1875 A500 GrB rectangular 0.00 0.00 0.00 12 2 5 Channel C 8X11.5 A36 0.00 0.00 - 0.00 Lead data Load conditions Condition Description Comb. Category dl Dead load No DL wl Wind Load No WIND sl Snow and Drift Load No SNOW LC1 dl+wl Yes LC2 dl-wl Yes LC4 dl+s1 Yes Distributed force on members Condition Member DM Vail Vail Dist1 % Dlst2 % [LM [1-13ffil tin) [+n] dl 1 Y -11.50 -11.50 0.00 No 100.00 Yes 3 Y -11.50 -11.50 0.00 No 100.00 Yes 9 Y -15.00 -15.00 0.00 No 100.00 Yes 12 Y -15.00 -15.00 0.00 No 100.00 Yes wl 9 Y 34.00 34.00 0.00 No 100.00 Yes 12 Y 34.00 34.00 0.00 No 100.00 Yes sl 9 Y -100.00 -100.00 0.00 No 100.00 Yes 12 Y -90.00 -90.00 0.00 No 100.00 Yes NORDLING Proj. No.: 13-461 STRUCTURAL JEFFERY ALLEN CANOPIES ,, 00 ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th.Suitt:200•Beaverton OR 97008 Date:APR 2014 By:JHW Sheet No.:D9 , 4'-0" x 9'-3" CANOPY Anals Bps Reactions Forces fLbl Moments fLbIll Node FX FY FZ MX MY MZ - Condition LC1adl+wl • 1 107 -66 0.00000 0.00000 0.00000 0.00000 4 108 -66 0.00000 0.00000 0.00000 0.00000 • 3 -107 -65 0.00000 0.00000 0.00000 0.00000 6 -108 -84 0.00000 0.00000 0.00000 0.00000 Condition LC2acI wi 1 -408 248 0.00000 0.00000 0.00000 0.00000 4 408 248 0.00000 0.00000 01/0000 0.00000 3 408 248 0.00000 0.00000 0.00000 0.00000 6 408 249 0.00000 0.00000 0.00000 0.00000 Condition LC4-d+sl 1 -834 554 0.00000 0.00000 0.00000 0.00000 4 -833 553 0.00000 0.00000 0.00000 0.00000 3 834 507 0.00000 0.00000 0.00000 0.00000 6 833 507 0.00000 0.00000 0.00000 0.00000 Steel Code Check Report: Summary-Group by member Load conditions to be included M design: LC 1=dl+wl LC2=dl-wi LC4=d1+sl Description Section Member Ctrl Eq. Ratio Status Reference 9L HSS 4x 2x 0.1875 2 LC4 at 0.00% 0.03 OK (Sec.E) 4 LC4 at 0.00% 0.03 OK (Sec.E) Back Beam HSS 6x 2x 01875 9 LC4 at 50.00% 0.12 OK (Sec.F) eam HSS 8x 2x 0.1875 3 LC4 at 0.00% 0.01 OK (Sec.E) Channel C 8X11.5 1 LC4 at 0.00% 0.01 OK (Sec.E) 12 LC4 at 50.00% 0.09 OK (Sec.F) r 05( NORDLING Prof. No.: 13-461 STRUCTURAL JEFNERY ALLEN AW CANOPIES ENGINEERS, LLC PIKE AWNING COMPANY 6775 SW 111th,Suite 200-Beaverton OR,97008 Date:APR 2014 By:JHW Sheet No.: 010