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GENERAL NOTES: ZEE SECTION 51=e mgt, Effective 5 BUILDING INFORMATION I. PRODUCT GERTIFIGATONS W R A rea Per PROP } ERTIES D B g Foot I. 5. JOB NUMBER: 0 0 s APPROVED FABRICATOR OF PREFABRICATED BUILDIN65 t COMPONENTS. REF IA5 REPORT N. FA-405 0 - E- 2. MATERIALS SPEGIFIGATION ASTM DESIGNATION YIELD STRENGTH In. In. In. In. _ Deq. In. In.' Lb. In. ' In.' DEALER: Amyx Construction N Q }� O 1 FLAT BAR A -529 F' = 50 K51 MIN - - 0 (1 (I) iT STEEL PLATE A-570 FY = 50 KS! MIN 9 6D 225 0.060 0 50.00 9116 - 0 2 4.020 1.295 HOT- ROLLED MILL SHAPES A -992 FY 50 K51 MIN PROJECT: Re cycle Ce nter - Wlnco..Foods a) c 0 • CONN. PLATES A -529 FY = 50 K51 MIN 8D 290 0.060 IDOO 50.00 5116 0911 2.450 5.482 2J21 BRACE RODS R -36 FY 36 K51 MIN OATS 1.000 50.00 9/16 1.099 9.120 10516 2624 LOCATION: Tigard, OR � m Y (jj Q - COLD- FORMED LIGHT GAGE SHAPES A -510 FY = 55 KSI - F - V ROOF AND WALL SHEETING (R PANEL) A- - 192 -94 FY = 80 K51 (GRADE E) D 0.105 IDOO 50.00 Mb 1514 5.1'10 14.480 9.620 ' � C 19 X 32 X IO-CD° ' / 12 -1 SLOPE: 1.0:12 Q W 0 ROOF SHEETING (STANDING SEAM) A- 446 -76 FY = 50 K5I (GRADE D) DESCRIPTION: Q p U BOLTS TYP A -525N w 4.0 225 0.060 0.944 50.00 S/16 D. 5.062 10.454 2.055 I/2 "0 BOLTS GRADE 5 0.075 ' O. 7O 50.00 9nb U. 9.626 I9070 2.556 LOA I NG INFORMATION 8. PRIMARY STRUCTURAL PAINT �� 0.. 5/16 1990 4544 I5 94x2 IBC O6 ENAMEL..: RED 090 0996 BOO s BLDG. GODS: RECE 4. SCONDARY STUCTURL C OA TI N G 0 1 5 00 0 M6 ISIS 5999 18 aD95 CLOSED /OP EN: Open a r FORMED FROM GALVANIZED PRODUCTS (660) 10.0 9D0 0015 1.000 50.00 9/16 1915 4A60 19b96 9.494 5. BUILDER/GONTRACTOR OR A/E FIRM RESPONSIBILITIES 0.109 1000 50.00 9116 1904 4544 27202 5.440 1 EXPOSURE: PACIFIC BUILDING SYSTEMS STANDARD PRODUCT SPECIFICATIONS FOR DESIGN, FABRICATION, WIND IMPORTANCE: 1.00 DEC 2,3 2009 gg • x ' • •♦ " QUALITY CRI N TERH I I E GO S AND TOLERANCES 7 SHALL GOVERN THE WORK, UNLESS STIPULATED - - - SEISMIC ZONE/CATEGORY \ �♦ • � ' ,•••• ��• 4 f ►• t•, W GEE SECTION 5120 EPfectN CITY OF TIGARD ::• 1-- g a 5 D x *: ►•. P IN CASE OF DISCREPANCIES BETWEEN AGIFIG BUILDING SYSTEMS STRUCTURAL PLANS AND PLANS p - •• •• •• 1 FOR OTHER TRADE PROPERTIES D S, THE PACIFIC BUILDING SYSTEMS PLANS SHALL GOVERN. B t 9 H R Area BUI - t I I >•••� ►•••i Foot I= 5. SEISMIC IMPORTANCE: 1.00 ••• •• >- - IT 15 THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND •���• WI NECESSARY PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED. In. In. In. In. Deq. In. In. Lb. In. ' In. SEISMIC GOEFF.: I .O6 0 -..w - OR UBG SSxFA FOR 15C) 6 APPROVAL OF PACIFIC BUILDING SYSTEMS DRAWINGS CONSTITUTES THE BUILDER/CONTRACTOR OR A!E FIRM Si 6A 290 OD60 1.09'1 40.00 9/16 0.120 2.450 9.W04 12x4 DEAD LOAD 2500 P .. +FRAME WT 47:" �:�.�:��" Z z ACCEPTANCE OF THE PACIFIC BUILDING SYSTEMS INTERPRETATION OF THE CONTRACT. . T i 8D 250 0060 I.000 90.00 9/16 0964 2.940 8.145 2.049 2 O.QO P F !I Q ~ LIVE LOAD: y,.� t .00 9/16 1.0'14 9.660 10.199 2594 1 4'r ONCE THE BUILDER/CONTRACTOR OR A/E FIRM HAS SIGNED PACIFIC BUILDING SYSTEMS APPROVAL OD75 1000 90 PACKAGE, CHANGES FROM THE CONTRACT BY THE BUILDER WILL BE BILLED TO THE BUILDER/ FLAT ROOF SNO LOAD: 0.105 1.000 900 91b 1.489 5.070 19 9 •� � GONTRATOR FOR MATERIAL, ENGINEERING, AND HANDLING FS. SUCH CHANGS MAY CAUSE TH 2 d qp-� •• - POJCT TO BE MOVED FROM THE FABRICTION AND /OR SHIPING SHEDUL. A PENALTY FE` MA .r . ) t 1./' V�o ' _ • : j •�•j in A5 LONG AS PACIFIC. BUILDING MUST 51EM5 DESIGN AND DETAILING AND/OR SHIPPING WITH THE SCHEDULE, SLOPED ROOF SNOW LOAD: V`' �:•�•�•�•4•4•� 1.•�•�• .t• v p �.I OAT' ID49 90.00 5/16 1 9926 12920 2900 %�'7 !N GONIRAGT. 25 l IFE _ T O 0.040 1.190 90.00 9116 1950 4594 16905 5.401 F ••� �,-� -� ••� - ` ALL BUILDER/CONTRACTOR L INTERFACE AMP GO MPAT BILIT FIRM 15 RESPONSIBLE PROJECT COORDINATION I GONGERNIN6AMT MATERIALS NCT FURNISHED 3T P#.0 FII BUILDING 0.105 I.Ibb 90.00 9/16 15'F 5999 17,761 9.947 SNO IMPORTANCE: 1.00 i'l•.•.•.• *iii � \ SYSTEMS ARE TO BE CONSIDERED AND COORDINATED BY THE /E BUILDER/CONTRACTOR OR A FIRM. ►��� O � v THESE PACIFIC BUILDING SYSTEMS ASSUMPTIONS SHALL GOVERN UNLESS SPECIFIC DESIGN CRITERIA IOD 9D0 OD75 L000 90.00 9/16 1299 4.420 19 9926 COLLATERAL LOAD 0 SF i• :44 M Q GONGERNING THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AS,PART OF THE CONTRACT. M ►•••� 0.105 1.000 90.00 5.//6 1904 6.140 26 4o 26916 04 WIND LOAD: Q H (PSF < =50) ►•••, ,�.!. 0- THE BUILDER/CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PR • • • 1 • • • • • • •• EC. PROJECT PLANS AND ► • • • ••••• •7•17••• ••• •••' U • • • • • {L • 5PIFIGATI COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING, AUTHORITIES. - - - - <����AA1���1 SUPPLYING SEALED ENGINEERING DESIGN DATA AND DRAWINGS FOR THE PACIFIC BUILDING SYSTEMS 56" COVERAGE _ a BUILDING DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT PACIFIC BUILDING SYSTEMS OR ITS _ DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CON- 12" STRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE STRUCTURAL SYSTEM O FURNISHED BY PACIFIC. BUILDING SYSTEMS IN COMPLIANCE WITH ALL REQUIREMENTS OF THE CONTRACT. SHEETING TYPE AND COLOR F4 THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL 4 BUILDING COMPONENTS IN ACCORDANCE WITH PACIFIC BUILDING SYSTEMS "FOR CONSTRUCTION" NOTE: MINOR RIBS NOT SHOWN __ ROOF: PR Panels DRAWINGS. TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL SE THE - 26 GQge, am k"p RESPONSIBILITY OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL. lxln I S.In. 1.1n! SXIn! .� B' g /` " i -\ Kr. 6. A -525N BOLT TIGHTENING REQUIREMENTS 26 GAGE PANEL TYPE IN. P5F Soft White ` g a s R PANEL .0we o.9a P o52o X23 a .0190 WALL: W A ` \ i E, 4 '' TURN -OF -NUT TIGHTENING MAY BE USED. WITH TURN -OF -NUT TIGHTENING, HARDENED WASHERS ARE NOT SUPER -SPAN ., UI 1 - _ REQUIRED. BOLTS SHALL BE INSTALLED IN ALL HOLES OF TH CO NNECTION AN D BROUGHT TO A SNUG -TIGHT SECTION . ` -.• 4 ` , - `' 111; CONDITION. "SNUG TIGHT" IS DEFINED AS THE TIGHT THAT EXISTS WREN TH° PLI °S O° THE JOINT ARE PBR-S6 I .0206 L02 D622 1 .065 4 .05 10 . O 24 / / 4.P.:3'2YE - 1 . IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE TIGHTENING PROPERTIES HI-RIB II � .0198 O A6 .0429 1 I . 0 39 5 .045 lL A PERSON CAN ACHIEVE WITH FULL STRENGTH WITH AN ORDINARY SPUD WRENCH. SNUG TIGHTENING SHALL TRIMGOLOR t i PROGRESS SYSTEMATICALLY FROM THE MOST RIGID PART OF THE CONNECTION TO THE FREE EDGES, AND J t m Id THEN THE BOLTS OF THE CONNECTION SHALL BE RETISHTENED IN A SIMILAR SYSTEMATIC MANNER AS - NECESSARY UNTIL ALL BOLTS ARE SIMULTANEOUSLY SNUG TIGHT AND THE CONNECTION SHALL SE GABLE TRIM: Soft White ^'-'°"• '. Ty I 4 TIGHTENED FURTHER BY THE APPLICABLE AMOUNT OF ROTATION SPECIFIED IN TABLE BELOW. DURING, THE EAVE TRIM: Soft White f"< f i w - 9 i TIGHTENING OPERATION THERE SHALL BE NO ROTATION OF THE PART NOT TURNED BY THE WRENCH. GUTTER TRIM Soft White / . ,/ ♦ �y . y / ` TIGHTENING SHALL PROGRESS SYSTEMATICALLY FROM THE'MOST RIGID PART OF THE JOINT TO ITS FREE 25. ,7 Z EDGES. CORNER TRIM: WA ' t 3 ,� If ,_ -> TABLE -NUT ROTATION FROM SNUB -116NT CONDITION JAMS TRIM: WA ' €` � Es < � 0 0 i g i i Et DISPOSITION OF OUTER FAGS OF BOLTED PARTS �t DO Soft White �_ _ - m O z p g � BOLT LENGTH BOTH PAGES ONE RN E FACE NORMAL TO BOLT AXIS AND BO FACES SLOPED NOT MORE THAN (UNDERSIDE OF HEAD NORMAL TO OTHER SLOPED NOT MORE THAN 1,20 1,20 FROM NORMAL TO THE BOLT AXIS ry,� gyp � ,�• 1 V V TO EDGE OF BOLT) EOLT AXIS (BEVELED HASHER NOT USED) (BEVELED HASHER NOT USED) • INSULATION 'I 1TIIJ♦ � ' I ,�"� - -,-,.� V 6 1 x UP TO AND INCLUDING 4 1/5 TURN 1/2 TURN 2/5 'TURN c 2 ` DIAMETERS ROOF: WA ~ OVER 4 DIAMETERS BUT NOT I/2 TURN 2/2 TURN 5/b TURN m .i Iii EXCEEDING 8 DIAMETERS WALLS: WA Q ®�-�, I FOR BOLTS INSTALLED BY 1/2 TURN AND LESS, THE TOLE SHALL BE PLUS OR MINUS 50 DEGREES. FOR BOLTS INSTALLED BT 2/5 TURN AND MORE, THE TOLERANCE SHALL BE PLUS OR MINUS 45 DEGREES. FAGTORY LOCATED FRAMED OPEKINGS 0 6. A -825N BOLT TIGHTENING METHOD $ INSPECTION 0 ( TIGHTENING METHOD: - HOW TO TIGHTENED (CONT - CLI UNDER THE BOLT HEAD - (SPINNING CAN (NEAR DOWN THE BUMPS). • . LEFT ENDWALL: none TURN THE IdfT TO TIGHTEN - TIGHTEN THE NUT UNTIL THE GAP 15 REDUCED TO 0.015 HOW TO ASSEMBLE: INCH. I . / Y VV. �yy��i i // i�� ) �� ) �� A Q - CLI UNDER THE BOLT HEAD; WITH + - IT IS IMPORTANT THAT THE BOLTS AND NUTS ARE CLEAN FRONT SIDEWALL: none �Cr L7� _ AND LUBRICATED THAT THEY O L SE ND NUTS S A EASIER AND : p BUMPS EALING THE UNDERSIDE OF THE QUICKER TO TIGHTEN. �}�}�j�p� BOLT HEAD HOW TO INSPECT - N • • • 11111111 - USE A 0.05 INCH FEELER GAGE AS A "NO SO" INSPECTION RIGHT ENDWALL: none Conditionally Approved TOOL. MAKE SURE THAT YOU TRY TO INSERT THE POINTED See Letter �O�+ { fl •°•••••••••••• / % NOSE OF THE GAGE INTO THE OPENING BETWEEN ANY TWO QW iFlWb to: Follow................ t % ADJACENT, FLATTENED BUMPS. IF THE GAGE DOES NOT ENTER THIS OPENING - BUT YOU CAN SEE THAT THERE 15 A - SACK SIDEWALL: none Y \ GAP - THE INSTALLATION 15 GOOD. w °rwNSN \ \E =� AVERAGE GAP INSPECTION _ PeimttNumber' ' I# - .� . � .�� .� PERMIT DRAWINGS . --APt, -� 1�� m° , ° �� �. Add '? u!Z_4I iao _ w � �° . By `iQ Da> Ir r HARDENED FLAT WASHER (® I w Z NOW TO )SIP 6I,P 19 NIL AT \\ 0 'TIGHTEN SNr .0 . T+e aL \\' I\ OFFICE COPY N - WHEN YOU TIGHTEN THE NUT; HOLD THE N+ . o w - Al :9 BOLT WITH A HAND WRENCH SO THE a AUG 0 2009 BOLT HEAD CANNOT SPIN ON THE CLI bvo; • . Iq' -O" OUT -TO -OUT OF STEEL O s I- ul 0 co BGA ® to + 1[ — — — I 1 se w RFI -2 ! 0 / • rn N N N ill In N NN 1 T i i i i i 1 N O N O a > rn rn o • Z . N . r Z • ti . \ • RF2 -2 I A 'I _ — _ — _N 1 O m BGA rri � c ; fT I i� w! m ? , 1 . . \,.,), 7C - 11 ko CP j rr 00p Z at X X N N r �>C X -P.N tT1 REVISION DATE PROJ: Recycle Center - Wlnco roods ∎ DATE: 8/20/200q Tigard, OR 'iiiii0•iii` XX •i OAMO " AMOVV AMOV to ►•i• • • • 4 •i • i 'OW DWG BY: SP TITLE: ROOF FRAMING iii ►O� ►••4 ►••i, `�0�..... • _ . DEALER: Amyx Construction *�•4 !•.. ,'•.•• X04 ►0 � CHECKED BY: M ► ��i i •••7 ' i i�i�i i�i�i • i i i . • •e•••e •.44.44.44• .��••'ot•• . • THIS PRAWNS INCLUPINS DE316N PRINCIPLES, IS THE PROPERTY 'i i PAG I F I G BUILDING SYSTEMS PAGE: I OF - 1 OF IRUSS -T STRUGM�S, INC. AND SHALL NOT BE REPRODUCED, • -•• COPIED OR LOANED IN PART OR IN WHOLE MITHOU Y11 MANUFACTURED BY TRUSS -T STRUCTURES, INC. PERMISSION. IT IS NOT TO OE USED IN ANY MATTER THAT MAY JOB ID: 0c1-6q011 CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO TR)SS -T 2100 N. PACIFIC HWY. WOODBURN, OREGON q - 10'11 PHONE SOB / qsl -8551 STRUCTURES, INC. . • MEMBER TABLE FRAME LINE A • MARK PART 0- - E-I I0Z14 0 s � G-2 8 X XI /8 n N 0 is is 32' -0" OUT -TO-OUT OF STEEL 0 GB-I I/4 Gab m Q N GB-IA I/4 Gab )- y q 0 w Z '' 4" , 51'-4" 4° a o o IL ° • . ® 4 tli in ASA - I Q E -I I ! j15-1 I i i i • : w 1 W • : z :•::::::::::::: tf : < L I —° : ! * Q ELEV. = 101' -10" % %� 0 Q cto '" ELEV. = Ior -2" �/ NOT THIS BUILDING HAS BEEN DESIGNED AS OPEN BUILDING. THUS, NO WALL " " " " " "' • ELEY. = 10 -0" d I_ Q I SHEETING WILL BE ALLOWED. g RFI-3 RF23 n - S I DEWALL FRAMING: FRAME LINE A '0 g i . i . 40 1 IL • iPip • Flush A1-16T-1, AT -I Flush 7,,,„ `C" \ F' • — / 74932 ° e - 2' K 'v • V R' -� c ��t r f J � N c, F N 4 1 e t ti 203 ~ < - EXPIRATION DATE: I (0 1 15 J M;1 OPEN ~ Q till , NO WALL . SHEETING 4 0 L SIDEWALL SHEETING if - TRIM: FRAME LINE A PER(' T DRAWINGS z 0 . m MEMBER TABLE FRAME LINE B - MARK PART O r E -I I0Z14 n a 6 -3 BZI6 Q a p tr . �- LIXIXI /B n p LO } w m f Ll 1:1 W Q d Q Q U • Q O 32' -O" OUT- TO-OUT OF STEEL O N q m 4 � — 31-4" 4" v V .'.'.W ..4 .• W N e x 0 .' ESA -I !i *i i E -I • igi i:tY i i•: 1 .15'2 - •••4 / •• • . i � 0 0 I:4 i ;:;:;:;;;;:;:;:;:;::* al B • `4 .•••• •••••. y 0 6 iiiiiiiiii ll v 4 ELEV = 101 '-0" a 0 ` , ELEv.. ,00,0“ 1 Q } t ' ?4932; Fi I I°n— RF2 -I RFI -I i � - �ls,�)Y i t - � N i 51DEWALL FRAMING: FRAME LINE 5 �" o EL 1f $; j 0 rid!. . , h:_t • fla y s°'` _ of 1 i co (Sutter with I downspouts) - ' 1 g _o d i E$ g Corner Corner r "--- ,�� DA. -: 1 • C I v g Endcap H6S, H6, ET-I Endcop c ' E g z ,_ e p T eo s UJ x 2P1 12 m m � ,• 1 0 � 4 g. g ~t se OPEN E - Q F t§ I l l NO WALL . SHEETING 0 L_ SIDEWALL SHEETING 4 TRIM: FRAME LINE S PER: :IT .' G Z 0 m i MEMBER TABLE FRAME LINE I MARK - PART O r 6 -I 8216 n .�- LIXIXI /8 0 N m o il m o yr o ® ® 4 0 w m ' Iq' -00" OUT-TO -OUT OF STEEL Q K U 4 O • B6■ F . 12 ♦ : ♦pip.. 1 . ❖: ❖: ❖: ❖:•. � ••. ► ❖ Z 1 FA o � ►....3333.... .:333 . 1 ►333" 4 1 ❖. ELEV. = 100' -0" L I Li_ _s7 J g • M . ENDWALL FRAMING: FRAME LINE I . o Ilf4 l P T5T - P RAc - '\ 9 1;1;; i 146T, ,0 .� 1 z _`o — — n 4 i 74932 E \ `aa�`. , m g a,J J 6 T _k ter► P W .E 1 3 +- - 0 a lg OPEN ' y/ )1 \1.- � i i ®1 i'll . -.rte a - NO WALL —°° ° °' S H EETING f E Pf? . 4 s F1=1( �o • I e Q 0 L __J °� ENDWALL SHEETING 4 TRIM: FRAME LINE I PEI i `., 1 fl . � j l S z 0 N • O r . O N } 0 6 m 4 w Q O Iq' -0° OU T - TO - OUT OF STEEL O Q Q v < 0 ,. i Q O tn am e .. ,",, 12 ,:v ..„..... .. __ 1 rr !: • i i ii ii I In .•iiiiiiiii 'n ••••i 1:40 J O •• ►.� il • • r) ;***(4 ' ELEV. = 101' -10" % %i % % ' J n � . • i...... •. .. , u • 1 ELEV. = 100' -0" a • L Q J ENDWALL FRAMING: FRAME LINE 2 ! c�, `` 74932✓ IL El P o o HST, 57 ..igiaollkk \\I'1111::..:,,teill-(7.r3"1171:::ar0:1::;...:::,,, j„._// jiiii iiiiiiiiiiiiii ,------_ ----- f,9 0 _. u.. t D-tad m V E E • :2 9 .E qi!i di J g ~g5g1 OPEN _ BlF NO WALL ��� SHEETING Q • L ENDWALL SHEETING 4 TRIM: FRAME LINE 2 z 0 m SPLICE PLATES if BOLTS MEMBER 571 TABLE Splice Qum Bolt Plate Size MARK MEMBER LENGTH r ark Top / Bot/ Int Type Dia Length Width Thick Len RFI -I WIOXi2 q' -1 15 /I6" 0 s 5P I 4 4 0 A325 5/4" 2 5/4" 6" 1/2" I'-4 1/4" RFI -2 WSXIO 11'-5" N O 1) BASE PLATES RFI -3 WIOX12 10' -0 15/16" c ID 0 dzI 0 Gol Plate Size m y p Mark Width _Thick Length 0 w „ En , BP- 1 6" I/2" 10 I/2" p q d • F.-5-I !• . ....• 26 Ga. PBR, Soft White 6 ® 2'-5" •�•� • ••� ►•••� 1 2 -2 q /I6 •it •i 1:. 12 - - - -- -� ! .. lD b- O — - - — — I o: ❖: ❖: ❖ v - - - - - - ill Z k; -1 O I J '• •� :•�� m V wiw, :+: th l u I -2 W M v d • N r Z Z in g h or 1 IA 0 110 - / f 4.,, Ig am-- cz',„ ud II_ z� o H V 0 I= b I H 1 ..t.,, . 74932RE ‘ e.: d a. z I O. EGOt i 0 O g 0 9 . a o - co ir U R m EgpE .400A irA .- — I f 1 pi 'T z --37 3/ in EXPIRATION DATE: 7/ ' vim N K ILI P I- i d tPfalP BP -I ELEV. 101'-2* F Q i= i l l • r I V n BP -I Q .. q '1 /8" 17-4 1/4" 51/8" . CLEAR +/- . Iq' -O" OUT -TO -OUT OF STEEL CD RIGID FRAME ELEVATION 0 FOR FRAME LINE I PERMIT ii ' :\ I S ail i • • SPLICE PLATES $ BOLTS = - ' S 7 ".;11 Splice Goan Bolt Plate Size MARK MEMBER LEN&TH Mark Top / Sot/ Int Type Dfa Length Width Thick Length RF2 -I 1^{10X12 8'- 115/16" n w a 5P- I 4 4 0 A325 5/4" 2 5/4" 6 I/2 I'-4 1/4" RF2 -2 W8XI0 11'-5" Q N Q BASE PLATES tr RF2 -5 INIOX12 q'- 415/16" n m p to p Gol Plate Size U w Q Mark Width Thick Length BP- I b" )- w m I/2" 10 I/2" p p R5—I _ Iq' -2" 6 i/2 2'-4 I/4 26 Ga. P$R, 5 o4t *cite 6 ®2'-5 !: 'N 33 N 2 -2 q /Ib • •• • ii CA '5_) M b _ _ — — —5,— 1 - to 0 g 1 — — — — •••� • ••i E • il ---. RF2 -2 ■ /••• •• v 41 i - _ too �• ••' I_ U / Q- Y a tft Z Qp 1(1 0 h • 7 , ,,.. s ,,,v PROrts, . ; ,s - 74; 3 2; - * W cv z 0 Q 1 ` Q 1).110! � `� 43+ s � F ,. s '', O o r < v t !I: N. k$ V \� -- ' 3 rs _ _Y V r 0 rz C itg4 "a !-- N ELEV. =101'-10" Q' P - • ELEV. = I DI'-O" BP -I I o I \,/ 11 Q $ N BP -I T _' I . I a • q 7/8" 11'-4 I/4° q VS" CLEAR +/- Iq' -O" OUT -TO -OUT OF STEEL 0 RIND FRAME ELEVATION a FOR FRAME LINE 2 PER, I j.. INGS 0 • . o m o a ® #12-14 ACH PURLIN SCREWS 2 6 #12 -14 X I" h B6A SIDEWALL 61RT TEK TEK SCREW n N m O O I / B6A EAVE STRUT 7 SAVE STRUT W Q PL- ROOF PURLIN I (2)I/2" X I I /4" _ • - ,-/ m Y W La p o f I I GR 5 BOLTS Q t = Q O 0 o 0 0 0 P - I n € - CO COLUMN O 0 � © © Q Q U m 6R 5 BOLTS v MAIN FRAME 1 PL- ° (4)1/2" X 1 1/4" -••.•.•. ENDWALL RAr- 1 tK 4" 1 ® (2)I/2" X I I/4' 6R 5 BOLTS :0.1 . . .. ����������� �� GR 5 BOLTS II .• ' .1.4 1••∎ N MF COLUMN ♦� ►�� - AG -18 ENDWALL MF COLUMN �i�i �i�i iii ,_____,...____I W/( 5) TEK SCREWS GIRT O�.`.. ►SDi (l SECTION ELEVATION ELEVATION O!.!.!i!.■ ►!tee SECTION (33:±:::::::* N 0 E AI PURLIN TO MF ENDWALL RATER DI3 R.F. CORNER COLUMN TO GIRTS i STRUT TO RIGID FRAME 1,4 Z $ SAVE STRUT TO RIGID FRAME GABLE SIZE SLOT SIZE ���.��� (A • 1/4 ", 5/16" 5/8" I" x 3" CABLE SIZE SLOT SIZE '............ 1/2" 13/5 ". x 5 1/2" 1/4 ", 5/16 ", 3/8" I" x 3" . 0 2 . 1/2" 1 5/5" x 5 1/2' PO''° .;•:.:�� ?OOi '��°'�-` 1L GABLE GRIP ON GABLE N '444 4 _ 8 SLOT IN WEB COLUMN OR $‘"-"-.-4-4•4'w ; TO INSERT RAFTER WEB COLUMN OR BRACE EYE RA I =K WEB a z • GABLE HILLSIDE BRACE EYE GABLE WASHER r � i, n � - FLAT ;uuu ' WASHER EYEBOLT 1 74,,,r;:.:/<;;OP 7 is i:'t 8 • � 'upur /tnRryurnr NUT o - \ SLOT IN WEB TO INSERT 3 !; HILLSIDE WASHER A a § ' s' 1� ' o • GABLE GRIP ON GABLE AND EYEBOLT;' 7"03 . €P o l o ; i - Q I DIAGONAL GABLE, BRACE EYE END Q 2 D I AGONAL GABLE, EYEBOLT END' r m m z S 1 : c5 ' t -;i T U 6 .+ z u� . Q I §ill 4 ' Q a • . PER; IT OR 'I - 1GS z O N . HOLD OUTLET TO GUTTER AT DOWNSPOUT LOCATION SCRIBE LINE AROUND INSIDE PERIMETER OF OUTLET 0 - 6) ON BOTTOM OF GUTTER. CUT ALONG LINES SHOWN t #TEK X IOW IN SECTION ON A -A. n 0. 0 `fl TAPE MASTIC #14 X 7/8 0 Ul >- a STITCH SCREWS N O 1 1/2" I.S. CLOSURE CLOSURE I STITCH SCREW W (SEA MASTIC. e. STRIP APEX GABLE ROOF SHEET ®12" O.G. m Y Q Q ROOFING TAPE MASTIC �� 1 V2 ® SID L A P ONLY 0 El STITCH SCREW / TRIM f+ Q m `� 4 / AHGT ®EA. END TE1: SCREW ® 0/C : - _ D Q V Q - • GUTTER ROOF SHEET HGT A �� TEK SCREW PURLIN SUPPORT ►'� -� A H GS 4' - 0° 0/C #I2 X I I /4° *14 X 1/5' tii ∎ SCREW STITCH SCREW #12 X I I/4" POP RIVET t HANGING EAVE - GUTTER SHEETING TEK SCREW HANGING C 5- H6 ANGLE I6 ga. I'_ GUTTER 1,1110_ •• ■•••••• • § ESA — ANGLE � • � � � • • • • • � • � • � � �{ ASA SOFFIT PURLIN • •• •• N Ili STITCH SCREWS HG • • ►•� ® 12" O/G 6 1 SCREW TRIM GUTTER OUTLET !ii iii W ® t2" 0/C #12 X I I/4' ST •••• .•.� 441 , POP RIVIT TEK SCREW AT APEX TRIM 56A ! O l {l E T- TRIM E ••■:■ t• _ 2 PER PIECE SECT ON B -B OPEN WALL @ H I GHS I DE GABLE DETAIL • ❖: ❖: N ; D ELBOW DETAIL ••. OPEN WALL EAVE DETAIL EAVE DETAIL @ OPEN ENDWALL ••,•••,_ ❖ •o°•• � ~ Z ► ❖, z_ ❖, POP RIVET ►... . . . •.•••• : !. SIDING � .. ........ \— DOWNSPOUT SUPPORT O.•000 : u - Imo, ► . . . .......� POP RIVET • 4 iii Q DOWNSPOUT ►�•�, ►O�, jL tog SECTION G -G CUT LINES . a ,, �;� ,, 8 _ { ° n SEND TABS DOWN AS ** C"" f Pd - . � ` * g i `. ir 1 ! SHOWN SECTION B-B. �� 7& #2 '` I j SEAL AROUND PERIMETER . F A OF OUTLET AS REA D. ; • N o i 01 • SECTION A -P. I ___ _ _v . ..„0■0 -., ,,,.,,,_, , LL ti )-- DOWNSPOUT SECTIONS PiE; of s'D DATE. O a c teli d o � i 109 <- 1 w J rfit v 17 D 1 g 1$F� o I Q Q PER; ,IT , 2 O N ESA- 6 m EAVE EAVE 0 a- s ESA- EAVE PURLIN PURLIN STRUT STRUT n O `p STRUT PURLIN n N m O PURLIN 7 -- NUT d) Q Q SI- 51- I-1/2" � w � m S{- Q Q U di S{- SI- SE- I /2'.' BOLTS s SE- VARIES • 1/2" BOLTS 1/2" NUTS 1/2" BOLTS ABA- GIRT 0 •_•••.• •••• •••, *4 0 . Q ROOF SAG ANGLE DETAIL ROOF SAG ANGLE DETAIL ••••••••• WALL SAG ANGLE DETAIL •••••'•••'•�•' °•••' `� z RDOF SAG ANGLE DETAIL :•:4•....• :4 ? ~ $ LOW EAVE @ MIDSPAN @ HIGH EAVE ® LOW EAVE Q in EAVE EW RA • • • • • • • • • •... • • • • • • • • • • i ■ STRUT •••••••••• .e• iiiiiiiii`. 1L ABA- ►........•.� 00 C.:: 1/2" NUT .-- —" W ' : 4 1 1 1 I/2 NUTS ► •. . �. ❖.'0.0'.00000! a I �� GIRT / �,�,�.. �, ' � .•. y \ .. I/2" BOLTS I/2 BOLTS � ` 74932PE - , , CLi ---.... GIRT W ..aii :i oi oglIl r - ;.' 7 (= ... t .. : o..-- -- 1 -I . .! • L \ ,# _1 s .:�' :`,/ ' / K 91 1 I V WALL SAG ANGLE DETAIL WALL SAG ANGLE DETAIL - ra -voN; p r (o ) m y HIGH SAVE ®EW RAFTER 1/4)e W a 4 2 t h l i U a -0�"Eg w Fd l w B �F . ~ ° ; 10 H a PERI S z 0 N i . ` i -..• fl ill • o D 11 3; 1, o F F Icri fl 1 I/2" 0 10 I/2" th P I • I EW n1 I I EW i5 4 to .- 4 1 4 J 1 1 U) U CI dd d -T fl O F F 0) d al I 1 0 1/2" I I 101/2" r • EW r ni EW El) ED es_ N N (P • • • • . i .,,,, .4" s 1 Reel y ll E t �'4 JJ cy' • REVISION DATE K PROD: Recycle Center - Wince Foods ;��� DATE: 8/20/2001 Tigard, OR 4 • M • i i •i •i i • i •• i • i Oi'i'i:WA 9 i * •i ► • • * i ,=• Le0• , ,, • i . ..4 . . • ... ❖. .• P IM .A '•O . DW6 BY: SP TITLE: ANCHOR BOLT DETAILS iii . ►••: 0 vs VO. - - - DEALER: Amyx Construction � Oi 0.• ► O 0•i y • i i. ► .kV CHECKED BY: • •• 'eee * - e: �••• ~4' •••••••••w• Oi •i •i •i •i i•••••i • HIS AR4WIN& INCLUDINb D1s19N PRINCIPLES, 19 THE PROPERTY ° PACIFIC F I G BUILDING SYSTEMS PAGE: F 2 T OF 3 OF I T STRUCTURES, INC. AND SHALL NOT I 'REPRODUCED, •w• PIED O COED OR LAAN® IN PART OR IN MOLE WITHOUT MITTEN MANUFACTURED BY TRUSS-T STRUCTURES, INC. PERMISSION. IT IS NOT TO SE USED IN MY MATTER THAT MAY J OB ID: 01 -6111 CONBTT HW JTE A DETRIMENT DIRECTLY OR INDIRECTLY TO MUSS -T 2100 N. PACIFIC Y. WOODBURN, OREGON 410/I PHONE 505 / R81-9581 STRUCTARE9, INC. • • ' i' . .4 mm--ii aN - -ii J -- gI 71 �1 ,70 GI 1 DOIDw s >01>CO s DOIDWri.s d Al -lip d - -lip d r i bdbbt , t bobox1 D a I s D w I s I 66,..b< < 0000< im ocSofSw ISobokA E i: ii I x[i I ,.'--,,,), = I i =--LL)--.1 0000 < 411' -. : 4 , < oboek (S° Q ca- u -` (I- 13 ��o�'T, V�4m l a l a Y _ _ i • OiF Wil 0,I I S i C:U �I S 3 4 , 0 3 N < lI�Uy W IP w < f[1i1 bbb66ti ob� i o P 14 o 5i 10 I_ UA° �� g g l i g --Iii eoeo< ,L"<1 b b I � b b I Z wN d - N ({ II ' t IIJIIII ' I $ 1 F1 J --. ill 66 - . g h ill 6 �� 6b O� Pbb�oU' b wk°i�� , O qpo !I r \t 1-- . I i ! / 1 - a - , ' � PA ., w a T, t G.. C ) i Z 4, fi \ r \ / c -, 113 ----4 rr1 03 1.3 D — X..‘ A as I F o d --I X r 0 0 i D y % - I:: CD ° I1 i • REVISION DATE ����� PROD: Recycle Center - Wlnco Foods � DATE: 8 /2O /2OOq TI ard, OR 4 ; * i • i • i ;iii`• ii• ■•i •i •i •i •i •i0 Oi�i�i�i'i�i�i�A **O ■•i M *Oi V *N DWG BY: SP TITLE: ANCHOR BOLT REACTIONS *iii ► *.*: ►�i�� ►��� �'��� ..i Oi4 ��i�i «iii 'OOO. • i0 �Oi Oil ►�O� ► i i ,,„� * ,NI:4� DEALER: Am x Construction ���� 0 :� ∎, :$ ► ► � � � y ♦ ♦ ♦ ♦ CHECKED Sr : DRAMS DRAS UNCLUDINB DESIGN PRINCIPLES, 19 TIE PROPERTY t∎V. PAG I F I G BUILDING SYSTEMS PAGE: F3 OF 3 OF O T STRUCTURES, INC. AND SHALL NOT BE REPRODUCED, .�. COPIED PIED OR RU LOANED IN PART OR IN WHOLE WITHOUT WRITTEN MANUFACTURED BY' TM/5 -T STRUCTURES, INC. PERMISSION. IT IS NOT TO BE USED IN ANY MATTER THAT MAY JOB ID: 01-bggl CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO TRUES HW T 2100 N. PACIFIC Y. YVOODBURN, OREGON 4/Oil PHONE 503 / 961 - 4581 STRUCTURES, INC. 09/08/09 Page 1 of 1 Footing & Foundation Calculations RECEIVED 32' -0" X 19' -0" Building w/o Concrete Slab tIGARD, OR DEC 2 3 2009 Building Loads: PBS P Soil Bearing: 1,500 psf (1.5 ksf) CITY OFTIGARD °,� • Lateral Bearing: 200 psf (0.2 ksf) BUILDING DIVISION &b TIN L. A Lateral Sliding: 130 psf (0.13ksf) TISKAINEN Overburden Weight: 150 pcf (0.15 kcf) Top of Footing: At Finish Grade Concrete: 2,500 psi SALEM, OREGON Reinforcing: Grade 60 `� � Y Site Class: D OF OTA Site Coefficients: Fa = 1.122; Fv = 1.721 Mapped Spectral Accelerations (97223) Ss = 0.994; S1 = 0.340 Corner Braced (1A, 1B, 2A, 2B) Gravity Resistance Building Load: 4.9k / 1.5ksf = 3.3sf (2' -0" diameter X 1' -0 ") Uplift Resistance Building Load: 3.2k Footing Weight: 1' -0" X 3.14 X 3' -0" X 0.15kcf = 1.4k Overburden Weight: 6' -3" X 3' -0" X 0.13kcf = 2.4k 3.8k > 3.2k ok Thrust Resistance Building Load: 1.1k Footing Weight: 1' -0" X 3.14 X 3' -0" X 0.15kcf = 1.4k Lateral Bearing: 2' -0" X 3' -0" X 0.2sf = 1.2k • Lateral Sliding: 1' -0" X 3.14 X 0.13ksf = 0.4k 3.0k > 1.1k ok Reinforcing Ratio: 0.0033 min. / 0.0134 max. Footing: 3' -0" X 3' -0" X 1' -0" Area: 38" Effective Depth: 9" Concrete Area 342 sq.in. Bar Size: #4 (0.20 sq.in.) Bar Quantity: 6 Steel Area: 1.20 sq.in. Ratio: 1.20 sq.in. / 342 sq.in. = 0.0035 > 0.0033 ok Anchor Bolts: (4) 3/4" dia. X 18" anchor bolts w/ 3/8" X 3" X 8" plate / bolt pair T(all.) = 3.00k < 3.3k therefore (1) 3/8" X 3" x 8" plate / bolt pair V(all.) = 4.33k > 1.1k ok USE: 2' -0" DIAMETER X 3' -0" DEEP FOOTING W/ (6) #4 VERTICAL BAR, #3 HOOP TIES, (4) 3/4" X 18" ANCHOR BOLTS WI (1) 3/8" X 3" X 8" UPLIFT THRUST PLATE I BOLT PAIR. • /4r" Ors. MARTIN L. MATISKAINEN SALEM, OREGON cz t 14.4 OF N n o q 32'-0 2 � M z O w B I I < � m 0 0 A cn 0 zQ 3 w z I I I 2 �� o az I I Q — m N0TE5: 5EE SHEET FF2 FOR FOOTING SCHEDULE BUILDING ROOF LINE I n AND DETAILS I I A b CENTER CONCRETE FOOTINGS UNDER COLUMN ANCHOR BOLTS UNLESS OTHERWISE NOTED, SEE P55 DRAWINGS F I , F2 AND F3 FOR ANCHOR BOLT AND COLUMN LOCATIONS. TOP OF FOOTING @ DATUM o N ELEVATIONS SHOWN ON p PBS DRAWING F I 0 H W 0 W 'v 0 ($"2 t 2 V 1= FOOTING AND FOUNDATION PLAN I/8° = ►' -o" FF l .... ,.' Or, FOOTING SCHEDULE MARTIN L. MAT S�AINEN� „.., FOOTING SIZE REINFORCING DETAILS REMARKS k 0 ' A 2' -O" DIAMETER X 3' -0" DEEP ( #5 VE W/ #3 TIES @ 9" O.C. I /FF2 3/4 "X 18 AN C. BOLTS W/ 3/8 "X3 "X8" UPLIFT PLATE I BOLT PAIR ti),, OREGON 4. 14 ' OF O CV co 0 Co m w Co Uz0 CZ Lo , p 0 z CO Z( 3�z n =0 Q BUILDING COLUMN z • O 0 _ n 2 W N j ANCHOR BOLTS Q _ N 5EE PBS DRAWING 2 N z 0 0 tI t1 I , REBAR HOOP MIN O fl UPLIFT PLATE (TYP) co -- — — (6) #4 x 30" REBAR W/ 8" C5 HOOKS SPACE @ 30° LI____IJ_ a- INTERVALS Q z-c 0 j, t O 2' -0" DIAMETER z 0 Op. z I COLUMN FOOTING o z F2 1/2" = I' -0" O W D -* U 0 U w Z -' U Q U U_ • a FF2 , . — - - - - - -- --- — . — ' - - - - •e. - _______ - - — -- . ■ X MODEM VaV I 0 07,®® N. GYM 11.111CRITIV43 MS P A ,1 A : -- :1 i 1 i - 111 I i '. 41 ----- -:,..1 ' : 11121fAVUld - M U.3014tel 1 IIIIION311 , cvotancussaooloommt i (DOW b M • ' co . • , !. ■01 ' 1.-.1 _ _ __ '<t----n.,°- IT - --- - =--------- • 1 4 • J..: - L.... ( . , ,,..P i ii. , . . • P Fi iliftlie • ' VaPetiP11?..• . '; 7 1 A p' Be ' .. . .- !. ' 1 Ili NOIR .!-.. • if r 1 .i! .41fTM ---- / / I CV 1 . 1 r 1 1 ii! IhtiMILE OVONSSVA filiiiiim Id:- 1 . . 11 .173 eftt\\WV k h.. • 0295Y 8 j wieff p ily t ,.. g : ,,. . , • . Imam. • _ i ,,, :..--- -•••■iwatittruhr, i : i ,, , • • • . • . . , • . ' • .• • 1 . • C.) . . • RECES \ I 0- - • - - i . e ...., . , cre CM Of 1**1) VISIO - . ,... i3u11.011\60 • w... . ... kkA4 . '' . . 0 , g a ' ) I C i . :-------- # D .• ; . i. -- --e-:: --1---- _._.. - . . . 1 . • - • - - -I- - :- . - I - • 7 \ . - - - • i — i , . ni . . - '• L . , . . t 1 0 1 . Co ,it■ 0 0 o 0 0 ∎ ❖� ∎ • •• •. ►•, ■•4 •• • .••••••.4 • M .• .• it PAGIFIG BUILDING SYSTEMS MANUFACTURED BY TRU55 —T STRUCTURES, INC. L . 2100 N. PAGIFIG HWY. WOODBURN, OREGON 0 1701l PHONE 503 / 6 181 -g5SI ISA Inc. Fabricator Inspection Program FA -405 (See Web At www.lasonline.org) CUSTOMER Amyx Construction Salem, OR fi ROJEOT Recycle Center- Winco Foods Tigard, OR � ,. , / c�r�, I t/ 74932PE r ' , J0S No. - e y EGON r ,.. BUILDING DATA /gyp �� ` .. ,,.� > % � ,./Jn Width (ft) = la ,5^ ...- ._.. _. -` , Length (ft) = 32 : J s , ;r c: l i Eave Height (ft) = 105 / 12.08 -�w_ Roof Slope (rise /12) = 1.0:12 / Dead Load (psf ) = 2500 Live Load (psf ) = 20.00 Gollat. Load (psf ) = 0 Snow Load (psf ) = 25 Wind Speed(mph) = 0 I5 Wind Code = I% 06 Closed /Open = Open Exposure = B . Importance - Wind = 1.00 Importance - Seismic = 1.00 i ' Seismic Zone /Gatagory = D Seismic Goeff (Fa *Ss) = 1.060 Page' 1 Of 77 Customer Amyx Construction Job No 09 -6991 Rat d Project Recycle Center- Winco Foods Date 8/18/200.9 4 4' tia • Location Tigard, OR Designed By AC Size 1.9 x 32 x 10.5 x 12.1 Checked By Table Of Contents TABLE OF CONTENTS 1 - 1 Design Calculation 2 - 14 Roof Design 15 - 48 Sidewall Design @ Line A 49 - 50 Sidewall Design 0 Line B 51 - 52 Endwall Design @ Line 1 53 - 55 Rigid Frame @ Line 1 56 - 65 Rigid Frame .0 Line 2 66 - 75 WARNING DESIGN 76 - 77 4 Page 2 Of 77 Customer Amyx Construction Job No 09 -6991 Project Recycle Center- Winco Foods D ate 8/18/2009 % �� � Location Desi Designed B 1 AC Tigard, OR 9Ti Y� Size 19 x 32 x 10.5 x 12.1 Checked By Pacific Building Systems 2100 N Pacific Hwy Woodburn, OR 97071 • STRUCTURAL DESIGN .CALCULAT.IONS FOR • Amyx Construction Salem, OR Salem, OR Recycle Center- Winco Foods Tigard, OR .Tigard, OR 09 -6991 BUILDING DATA Width (ft) = 19.0 - Length (ft) = 32.0 Eave Height (ft) = 10.5/ 12.1 Roof Slope (rise /22 ) = 1.00 Dead Load (psf ) = 2.5 Live Load (ps.f ) = 20.0 Collat. Load (psf ) = 1.0 Snow Load (ps.f ) = 25..0 Wind Speed(mph ) = 95.0 Wind Code = IBC 06 Closed /Open = 0 Exposure = B Internal Wind Coeff = -0.00, +0..00 Importance - Wind = 1.0,0 Importance - Seismic = 1.00 Seismic Design Category= D Seismic Coeff (Fa *Ss) = 1.06 Designer = 4 Page 3 Of 77 Customer Amyx Construction Job No 09-6991 Project Recycle Center - Winco Foods Date 8/18/2009 lM °ti Location Tigard, OR Designed Byi AC MMMEGINN Size 19 x 32 x 10.5 x 12.1 Checked By 8/18/2009 0.9 -6291 Design Loads For Building Components: 8/18/2009 11:27am FRONT SIDEWALL: BASIC LOADS: Edge_Strip_Ratio Basic Wind_Load_Ratio Zone Col/ Wind Deflect Factor Width Girt Panel Jamb 13..7 0.70 1.00 0.00 .1.00 .1.00 1.00 WIND PRESSURE /SUCTION: Wind Wind Wind Press Suct Long 5.0 -5.6 .. Girt /Header .12.4 -13.6 .. Panel 10.0 -10.6 .. Jamb 20.6 -13.7 .. Parapet BACK SIDEWALL: BASIC LOADS: Edge_Strip_Ratio Basic Wind_Load_Ratio Zone Col/ Wind Deflect Factor Width Girt Panel Jamb 13.7 0.70 1.00 0.00 1.00 1..00 1.00 WIND PRESSURE /SUCTION: Wind Wind Wind Press Suct Long 5.0 -5.6 .. Girt /Header 12.4 -.13.6 .. Panel 10.0 -10.6 .. Jamb 20..6 -13.7 .. Parapet LEFT ENDWALL: BASIC LOADS: Edge_Strip_Ratio Dead Collat Live Snow Basic Wind Load_ Ratio Zone Col/ Load Load Load Load Wind Deflect Factor Width Girt Panel Jamb 2..5 1.0 20.0 25.0 13.7 0.70 .1.00 0.00 1.08 1.00 1.08 BASIC LOADS AT EAVE: Page 4 Of 77 111310 IX= Customer Amyx Construction Job No 09 -6991 Project Recycle Center- Winco Foods Date 8/18/2009 OA ? Location Tigard, OR Designed Byi AC 2 We 61.110 Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Design Loads For Building Components: 8/18/2009 11:27am Seis --- Torsion - -- Load Wind Seismic 0.06 0.00 0.30 WIND PRESSURE /SUCTI.ON: Wind Wind Press Suct 5.0 -5.6 .. .Column 5.0 -5.6 .. Girt /Header 10.0 -10.6 .. Jamb 12.4 -13.6 .. Panel 20,.6 -13.7 .. .Parapet WIND COEFFICIENTS: Column /Rafter Rafter Column /Brace Surf Wind .1 Wind _2 Wind _2 Long Surface Id Left Right Left Right Left Right Wind Friction 1 0.00 0.00 0.00 0..00 0.62 -0.34 0.00 0.00 2 -0.43 -1.02 -0.94 -0.51 -0.82 -0.42 -1..20 0.00 3 0.00 0.00 0.00 0.00 -0.45 0.47 0.00 0.00 COLUMN & BRACING DESIGN LOADS: Load -- Add_Snow- Wind 1 Wind _2 Long Column_Wind No. Id Dead Coll Live Snow Drift Slide Left Right Left Right Wind Press Suct Seis 18 1 1.0.0 1.00 1.00 0.00 0.00 0..00 0.00 0..00 0.00 0.00 0.00 0.00 0.00 .0.00 2 1.00 1.00 0.00 1.00 1..0.0 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1..00 1.00 0.75 0.00 .0.00 .0..00 0..00 0.00 0.75 0.00 0.00 0.00 0.75 0..00 • 4 .1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.75 0.00 5 1.00 1.00 0.00 0.75 0.00 0.00 0.0.0 0.0.0 0.75 0.00 0.00 0.00 0.75 0.00 .6 1.00 1.00 .0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.75 0.00 7 0..60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .0.00 0.00 1.00 .1.00 0.00 0.00 8 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .0.00 0.00 0.00 1.00 0.00 0.00' 9 .0.60 0.00 0.00 0.00 0.00 0..00 1.0.0 0.0.0 0.00 0.00 0.00 0.00 1.00 0.00 10 .0.60 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0..00 11 1..10 1.10 0..00 0..00 0.00 0.00 0.0.0 0.00 0..00 0.00 0.00 0.00 0.00 0.70 12 .1.10 1.10 0.0.0 0.00 0.00 .0.0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 13 1..07 1.07 0.75 0.00 0.00 0.0.0 .0.00 0..00 0.00 0.00 0.00 0.0.0 0.00 0.52 14 1.07 .1.07 0.7.5 0.00 0.00 0.00 0.00 0.0.0 0.00 0.00 0.00 0.00 0.00 -0.52 15 1.07 1.07 0.0.0 0.00 0.00 0.00 0.00 0..00 0.00 0.00 0.00 0.00 0.00 0.52 16 1.07 1.07 0.0.0 .0.00 0.00 0.00 0.0.0 0.00 0.0.0 0.00 0.00 0.00 .0..00 - .0..52 .17 0.50 0.00 0.00 0.00 0.00 0.00 .0.00 0.00 0.00 .0.00 .0.00 0.00 0.00 0.70 18 0.50 0..00 0.00 0.00 0.00 0.00 .0.00 0.00 0..0.0 0.00 0.00 0.00 .0.00 -0.70 RAFTER DESIGN LOADS: Load -- Add_Snow- Wind _1 Wind_2 Long No Id Dead Coll Live Snow Drift Slide Left Right Left Right Wind Seis Id 16 .1 1..00 1.00 1.00 .0.00 0.00 0..00 0.00 0..00 0.00 0.00 0.00 0.00 0 2 1.00 1.00 0.00 1.00 1.00 1.00 0.00 0..00 0..00 0.00 0.00 0.00 0 3 0.60 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0..00 0.00 0 4 0.60 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 5 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1..00 0.00 0.00 0.00 0 Page 5 Of 77 Pi Customer Amyx Construction Job No 09 -6991 Project Recycle Center- Winco Foods Date 8/18/2009 e: , e J � ' Location Tigard, OR Designed By AC e d Size 19 x 32 x 10.5 x .12.1 Checked By t. 0.9 -6991 Design Loads For Building Components: 8/18/2009 11:27am 6 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1..00 0.00 0.00 0 7 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0..00 0.00 0.00 1.00 0.00 0 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 0 9 1.10 1.10 0.00 0.00 0.00 0.00 0..00 0.00 0.00 .0.00 0.00 0.70 0 10 .1.10 1.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 11 1.07 1.07 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 12 1.07 1.07 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 . 0 13 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 0 14 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 0 15 0.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 16 0.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 ADD.IT.IONAL LOADS: No. Add Surf Basic Load Fx Fy Mom X Y .. Conc Add Id Id Load Type W.1 W2 Co Dxl Dx2 .. Dist 4 1 2 WINDL1 D 0..13 0.13 .0.0.0 9.53 .19.07 2 2 WINDR1 D -0.13 -.0.13 0.00 0.00 9.53 3 2 WINDL2 D -0.09 -0.0.9 0.00 9.53 19.07 4 2 WINDR2 D 0.09 0.09 0.00 0.00 9.53 RIGHT ENDWALL: BASIC LOADS: Edge_ Strip_ Ratio Dead Collat Live Snow Basic Wind_ Load_ Ratio Zone Col/ E, Load Load Load Load Wind Deflect Factor Width Girt Panel Jamb 2.5 1.0 20..0 25.0 13.7 0.70 1.0.0 0.00 1.0.8 1.00 .1.08 BASIC LOADS AT EAVE: Seis --- Torsion - -- Load Wind Seismic 0.06 0.00 0.30 WIND PRESSURE /SUCTION: Wind Wind Press Suct 5.0 -5.6 .. Column 10.0 -10.6 .. Girt /Header 1.0..0 -10.6 .. Jamb 12.4 -13.6 .. Panel 2.0.6 -13.7 .. Parapet WIND COEFFICIENTS: Column /Rafter Rafter Column /Brace c» Surf Wind 1 Wind 2 Wind 2 Long Surface Id Left Right Left Right Left Right Wind Friction 1 0.00 0.00 0.00 0.00 0.47 -0.45 0.00 0.00 2 -1.02 -0.43 -0.51 -0.94 -0.42 -0.82 -.1.20 0.00 3 0.00 0.00 0.00 0.00 -0..34 0.62 0.00 0.00 • Page 6 Of 77 1 Customer Amyx Construction Job No 09 -6991 4:1 34 Project Recycle Center- Winco Foods Date 8/18/2009 N � • � , � ' Location Tigard, OR Designed By AC Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Design Loads For Building Components: 8/18/2009 11:27am COLUMN & BRACING DESIGN LOADS: Load -- Add_Snow- Wind 1 Wind 2 Long Column_Wind No. Id Dead Coll Live Snow Drift Slide Left Right Left Right Wind Press Suct Seis 18 1 1.00 1.00 .1.0.0 0.00 0.00 0.00 0..00 0..00 0.00 0.00 0.00 0.00 0..0.0 0.00 2 .1..00 1.00 0.00 1.00 1.00 .1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 1.00 1.00 0.75 0.00 0.00 0.00 0..00 0.00 0..75 0.00 0.00 0.00 0.75 0.00 4 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.75 0.00 5 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0...0.0 0.75 0.00 0.00 0.00 0.75 .0.00 6 .1.00 1.00 .0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.75 0.00 7 0..60 0.00 0.00 0.00 0.0.0 .0.0.0 0.00 0..00 0.00 0.00 1.00 1.00 0.00 .0.00 8 0.60 0.00 0.00 0.00 0.00 0..00 0.00 0.00 0..00 0.00 0.00 1.00 0.00 0.00 9 0.60 0..00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.0.0 0.00 0.00 1.00 0.0.0 10 0.60 0.00 0.00 0.00 0.00 0.00 0.00 .1.00 0.00 0.00 0.00 0.00 1.00 .0.00 11 1.10 1.10 0.00 0.00 0.00 0.00 0.0.0 0.00 0..00 0.00 0..00 0.00 0.00 0.7.0 12 1.20 1.10 0.00 0.00 0.00 0.00 0.00 0.0.0 .0.00 0.00 0.00 0.00 0.00 -0.70 13 1.07 1.07 0.75 0.00 0.00 0.00 .0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 14 1.07 1.07 0.75 0.00 0.00 0..00 .0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.5,2 .15 .1.07 1.07 0.00 0.00 0.00 0..00 0..00 0.00 0.0.0 0.00 0.00 0.00 0.00 0.52 16 1.07 1.07 0.00 0.00 0.00 0.00 0..00 0.00 0.00 0.00 0.00 0.00 .0.00 -0.52 17 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0..00 0.00 0.00 0.00 0.00 0.00 0.70 18 0.50 0.00 0.00 0.00 0.00 .0.00 0.00 0.00 .0.0.0 0.00 0.00 0.00 0.00 -0..70 RAFTER DESIGN LOADS: Load -- Add_Snow- Wind_1 Wind_2 Long No Id Dead Coll Live Snow Drift Slide Left Right Left Right Wind Seis Id 16 .1 1.00 .1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0..00 0.00 0 2 1.00 1.00 0.00 .1.00 1.00 1.00 0.00 0.00 0...00 0.00 0.00 .0.00 0 3 0.60 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0..00 0.00 0.00 0.00 0 4 0.60 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.0.0 0.00 0.00 0.00 0 5 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 .6 0.60 0.00 0.00 0.00 0.00 0.00 0.00 .0.00 .0.00 .1.00 0.00 0.00 0 7 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 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 0 .9 .1.10 1.10 0.00 0.00 0.00 0.00 0.00 0.0.0 0.00 0.00 0.00 0.70 0 1,0 1.10 1.10 0.00 .0.00 0.00 .0.00 0.00 .0.00 0.00 0.00 0.00 -0.70 0 11 1.07 1.07 0.75 0.00 0.00 0.00 0..00 0..00 0.00 0.00 0.00 0.52 0 12 .1.07 .1.07 0.75 0.00 0.00 .0..00 .0.0.0 0.00 0..00 0.00 0.00 -0.52 0 13 .1.07 1.07 0.0.0 0.00 .0.00 0.00 0..00 0.00 0.0.0 0.00 0.00 0.52 0 14 .1.07 .1.07 0.00 .0.00 0..00 0.00 .0.00 0.00 0.00 0..0.0 0.00 -0.52 0 15 0.70 0.00 0.00 0.00 0.00 0.00 0..00 0.00 0.00 0.00 0..00 0.70 0 16 0.70 0.00 0.00 0.00 0.00 .0.00 .0.00 .0.00 0.00 0.00 0.00 -0.70 0 ADDITIONAL LOADS: No. Add Surf Basic Load Fx Fy Mom X Y .. Conc Add Id Id Load Type W1 W2 Co Dxl Dx2 .. Dist 4 1 2 WINDLI D -0.13 -0.13 0.00 9.53 19.07 2 2 WINDR1 D 0.23 0.13 0.00 0.00 9.53 3 2 WINDL2 D 0.0.9 0.09 0.00 .9.53 19.07 .4 2 WINDR2 D -0.09 - 0.0.9 .0.00 0.00 9.53 ROOFDES: Page 7 Of 77 Customer Amyx Construction Job No 09 -6991 e �v Project Recycle Center- Winco Foods Date 8/18/2009 M v i3 Location Tigard, OR Designed Byi AC • 11140 ! 4 Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Design Loads For Building Components: 8/18/2009 11:27am BASIC LOADS: Dead Collat Live Snow Basic Wind Load_Ratio Surface Seis °. - Load Load Load Load Wind Deflect Factor Friction Factor Snow 2.5 1.0 20.0 25.0 13.7 0.70 1.00 0.00 1.000 0.00 WIND PRESSURE /SUCTION: Wind Wind Wind Press Suct Suct_Roof 8.1 -17.7 .. Purlins 0.0 -23.0 .. Gable Extensions 8..1 -17.7. .. Panels 5.5 -4.0 -14.0 .. Long Bracing, Building 8.4 -5.9 .. Long Bracing, Wall Edge Zone 20.6 -13.7 11.0 .. Long Bracing., Facia /Parapet EDGE & CORNER ZONE WIND: Wind Surf No. Zone -- Pur.lin - -- --- Panel - -- I.d Id Zone Id Width Length Press Suct Press Suct 1 2 5 1 0.00 0.00 1.00 1.00 .1.00 1.00 3 0.00 12.00 1.60 1.53 2.00 3.00 4 6.00 0.00 1.60 .1.53 2..00 3.00 5 0..00 12.0.0 .1.60 1.53 2.00 3.00 6 6.00 0.00 1.60 1.53 2.00 3.00 2 2 1 1 0.00 0..00 .1.00 1.00 1.00 .1.00 EDGE & CORNER ZONE WIND: LONGITUDINAL Wind Surf No. Zone .P.urlin Id Id Zone Id Width Length Suct 3 2 1 1 0.00 0.00 .1.00 PURLIN DESIGN LOADS: Surf No. Load -- Add_Snow- Wind Wind Aux Load Id Loads Id Dead Collat Live Snow .Drift Slide Press Suct Id Coef 2 8 1 1.00 1.00 .1.00 0.00 0.00 0..00 0.00 0.00 0 0.00 2 1..00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 0 0.00 3 1.00 1.00 0.75 0.00 0.00 0.00 0.75 0.00 0 0.00 4 1.00 1.00 0.00 0.75 0.00 0.00 0.75 0.00 0 0.00 .5 0.60 0.00 0.00 0..00 0.00 0.00 0.00 1.00 0 0.00 6 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 0 1.00 7 1.00 1.00 0..00 0.50 0.00 0.00 0.00 0.00 1 1.00 • 8 1.00 1.00 0.00 0.50 0.00 0.00 0.00 0.00 .1 1.00 BRACING DESIGN LOADS.: No. Load -- Add_Snow- Wind Wind Seis Aux_Load Loads Id Dead Collat Live Snow Drift Slide Press Suct Load Id Coef 6 1 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 0 0.0.0 2 0.60 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 .0 0.0.0 3 1.10 1.10 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 4 1.07 1.07 0.75 0.00 0.00 0.00 0.00 0.00 0.52 0 0.00 Page 8 Of 77 Customer Amyx Construction Job No 0.9 -6991 '" 4 4 ' � ` > � `• Project Recycle Center- Winco Foods Date 8/18/2009 • Location Tigard, OR Designed By AC x»�:,�'� A SO C hecked B Size 19 x 32 x 10.5 x 12.1 By 09 -6991 Design Loads For Building Components: 8/18/2009 11:27am 5 1.07 1.07 0.00 0..00 0.00 0.00 0.00 0.00 0.52 ' 0 0.00 6 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 AUXILIARY LOADS: No. Aux Aux No. Add Load Aux Id Name Load Id Coef 1 1 1 1 0.50 ADDITIONAL LOADS: No. Add Surf Basic Load Fy Dx .. Conc Add Id Id Load Type WI W2 Dxl Dx2 .. Dist 1 1 0 D -25.0 -25.0 0.0 32.0 RIGID FRAME #1: BASIC LOADS: Basic Defl Temperature Dead Live Snow Collateral Wind Ratio Change 2.5 20.0 25.0 1.0 13.8 0.70 0 BASIC LOADS AT EAVE: - Seismic -- Weak Axis L Weak_ Axis _R -- Torsion -- - EW_Brace -- Load SpcEP Wind Seis Wind Seis Wind Seis Wind Seis .0..30 .0.68 0.00 0.00 0.00 0.00 0.30 0.27 0.00 0.00 , WIND COEFFICIENTS: Surf - -Wind 1 - -- Wind 2 - -- Long_Wind Surface - Id Left Right Left Right 1 2 Friction 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 -0.43 -1.02 -0.94 -0.51 -1.20 -1.20 0.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 DESIGN LOADS: Load -- Add_Sno.w- - Wind_.1 -- - Wind_2 -- Long_Wind - Seismic -- No.. Id Dead Coll Live Snow Drift Slide Lt Rt Lt Rt Lt Rt Long Tran 38 1 1..00 1.00 1.00 0.00 0.0.0 0.00 0..00 0.00 .0.00 0.00 0.00 0.00 0.00 0.00 2 .1..00 1.00 1.00 0.00 .0..00 0.00 .0.00 .0.00 0..00 0.00 0.00 0.00 0.00 0.00 3 1.00 1..00 0.00 1.00 .1.00 1.00 0..00 0..00 0.00 0.00 0.00 0.00 0.00 0.0.0 4 .1.00 1.00 0.00 1.00 1.00 1.0.0 .0.00 0.00 0.00 0.0.0 0.00 0.00 0.00 0.00 5 .1.00 0.00 0.00 0.00 0.00 0..00 0.00 0..00 0..00 0.00 0.00 0.00 0.00 0.00 6 1.00 0.00 0.00 0.00 0..00 0.00 0.00 0.0.0 0.00 0.00 0.00 0.00 0.00 0.00 7 1.00 1.00 0.75 0.00 0.00 .0..00 0.75 0..00 0.00 0.00 0.00 0.00 0.00 0.00 8 1.00 1.00 .0.75 0.00 0.00 0.00 0.0.0 0.75 .0..00 0.00 0.00 0.00 0.00 0.00 - 9 .1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 .10 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.0.0 0.00 0.75 0.00 0.00 0.00 0.00 . 11 1..00 1.00 .0.00 0.75 0.00 0.00 .0.75 0.00 0..00 0.00 0.00 0.00 0.00 0.00 12 1..0.0 1.00 0..00 0.75 0..00 0.00 0..00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 .13 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0..0.0 0.75 0.00 0.00 0.00 0.00 0.00 .14 1.00 1.00 0.00 0.75 0.00 0.00 0.00 0..00 0.00 0.75 0.00 0.00 0.00 0.00 - 15 .0..60 0..00 .0.00 0.00 0.00 0..00 '1.00 0.00 0.0.0 0.00 0.00 0.00 0.00 0.00 16 0.60 0.00 0.00 0.00 .0.0.0 0.0.0 0.0.0 1.00 0.00 0.00 0.00 0.00 0.00 0..00 Page 9 Of 77 Customer Amyx Construction Job No 09 -6991 t ii i .. k Project Recycle Center- Winco Foods Date 8/18/2009 9 a Location Tigard, OR Designed Byl AC �} . e Size 19 x 32 x 10.5 x 12.1 Checked By 0.9 -6.991 Design Loads For Building Components: 8/18/2009 11:27am 17 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 18 0.60 0.00 0.00 0.00 0..00 0.00 0.00 0.00 0.00 1.00 0..00 0.00 0.00 0.00 1.9 0..60 0.00 0.00 0.00 0.00 .0.00 0.0,0 0.00 0.00 0.00 1.00 0.00 0.00 0.00 20 0.60 0.00 0.00 0.0.0 0.00 0.00 0.00 0.0.0 0.00 0.00 -1.00 0.00 0.00 0..00 21 0.60 0.00 0.00 0.00 0.00 0.00 .0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 22 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0.0 0.00 0.00 -1.00 0.00 0.00 23 1.10 1.10 0.00 0.00 0.00 0.00 0..00 0.00 .0.00 0.00 0.00 0.00 0.00 0.70 2,4 1.10 1.10 0.00 0.00 0.00 0.00 0.00 .0.00 0.00 0.00 0.00 0.00 0.00 -0.70 25 .1.07 1.07 0.75 0.00 0.00 0.00 0.00 0.00 0..00 0.00 0.00 0.00 0.00 0.52 26 1.07 1.07 0.75 0.00 0.00 0.00 0..00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 27 1.07 1.07 0.00 .0.00 0.00 0.00 0.00 0.00 0..00 0.00 0.00 0.00 0.00 0.52 28 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0..00 0.00 0.00 0.00 -0.52 2.9 0.50 0.00 0.00 0.00 0.00 0.00 .0..00 0.00 0.00 0.00 0..00 0.00 0.00 0.70 30 0.50 0.00 0.0.0 0.00 0.00 0.00 0.00 0..00 0.0.0 0.00 .0.00 0.00 0.00 70.70 31 .1..10 .1.10 0.00 0..00 0.0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0.00 32 1.10 1.10 .0.00 0.00 0.00 .0.00 0..0.0 0.00 .0.00 0.00 0.00 0.00 -0.70 0.0.0 33 1.07 1.07 0.7.5 0.00 .0.00 .0.00 .0...00 0.00 0.00 0.00 0.00 0.00 0.52 0..00 34 1.07 1.07 0.75 0.00 0.00 .0.00 .0..00 .0..00 0.00 0.00 0.00 0.00 -0.52 0.00 35 1.07 1.07 0.00 0.75 0.00 0..00 0.00 0.00 .0.0.0 0.00 0.00 0.00 0.52 0.00 36 1.07 1.07 0.00 0.75 0.00 .0.00 0.00 0.00 .0.00 0.00 0.00 0.00 -0.52 0.00 37 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0..00 3.8 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0.00 ADDITIONAL LOADS: No. Add Surf.Basic Load .Fx Fy Mom Dx Dy .. Conc Add Id Id Type Type W1 W2 Co Dll D12 .. Dist 4 1 2 WINDL1 D 0.13 0.23 .0.000 .9.53 19..07 2 2 WINDR1 D -0.13 - 0.1.3 .0.00.0 0.00 9.53 3 2 WINDL2 D -0.09 -0.09 0..000 .9.53 19.07 4 2 WINDR2 D 0..09 0.0.9 .0.0.00 .0.00 9.53 RIGID FRAME #2: BASIC LOADS: Basic De.fl Temperature Dead Live Snow Collateral Wind Ratio Change 2.5 20.0 25.0 1.0 13.8 .0.70 0 BASIC LOADS AT EAVE: - Seismic -- Weak_Axis L Weak _Axis R -- Torsion -- - EWBrace -- Load SpcEP Wind Seis Wind Seis Wind Seis Wind Seis 0.30 .0.68 0.00 0.00 0.00 0.00 0.30 .0.27 0..00 0.00 • WIND COEFFICIENTS: Surf - -Wind 1 - -- - -Wind 2 - -- Long_Wind Surface Id Left Right Left Right 1 2 Friction 1 0.00 0.00 0.00 0.00 0.00 0.00 .0.00 2 -0.43 -1.02 -0.94 -0.51 -.1.20 -1.20 0.00 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 DESIGN LOADS: Page 10 Of 77 . i Customer Amyx Construction Job No 09 - 6991 Project_ Recycle Center- Winco Foods Date 8/18/200.9 rii . � Location Tigard, OR Designed By AC Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Design Loads For Building Components: 8/18/2009 11:27am - Load Add_Snow- - Wind_1 -- - Wind_2 -- Long_Wind - Seismic -- No. Id Dead Coll Live Snow Drift Slide Lt Rt Lt Rt Lt Rt Long Iran 38 1 1..00 1.00 .1.00 0.00 .0.00 0.00 0.00 0..00 0.00 0.00 0.00 0.00 0.00 0.00 2 1..00 1.00 1.00 0.00 0.00 0.00 0.00 0..00 0.00 0.00 0.00 0.00 0.00 0.00 3 1..00 1.00 0.00 1.00 .1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4 1.00 .1.00 0.00 1.00 1.00 .1..00 0.00 0.0.0 0.0.0 0.00 0.00 0.00 0.00 0.00 5 1.00 .0.00 0..00 .0.00 0.00 0.00 0.00 .0.00 0.00 0.00 0.00 0.00 0.00 0.00 6 1.00 0.00 0.00 0.00 0.00 0.00 0..0.0 .0.00 0.00 0.00 0.00 0.00 0.00 0.00 7 1.00 1.00' 0.75 0.00 0.00 0.00 0.75 .0.00 .0.00 0.00 0.00 0.00 0.00 0.00 8 1.00 1.00 0.75 0.00 0.00 0..00 0.00 .0.75 0.00 0.0.0 0.00 0.00 0.00 0.00 .9 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0..00 0.75 0.00 .0.00 0.00 0.00 0.00 10 1.00 1.00 0.75 0.00 0.00 .0.00 .0.0.0 .0..00 0.00 0.75 0.00 0.00 0.00 0..00 11 1..00 1.00 '0.00 0.75 0.00 .0.00 0.75 0.00 .0.00 0.00 0.00 0.00 0.00 0.00 12 .1.00 1.00 0.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 13 1.00 .1.00 0.00 0.75 0.00 .0.00 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 14 1..00 1.0.0 0.00 0.75 0.0.0 .0.00 0.00 0.0.0 0..00 0.75 0.00 0.00 0.00 .0.00 15 .0..6.0 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0..00 0.00 0.00 0.00 0.00 0.00 16 .0.60 .0.00 0.00 0.00 0.00 .0.0.0 0.00 1..00 0..00 0.00 0.00 0.00 0.00 0.00 17 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0..00 .1.00 0.00 0.00 0.00 0.0.0 0..0,0 18 0.60 0.00 0.0,0 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 .19 0.60 0.00 .0.00 0.00 0.00 0.00 0.00 0..00 0..00 0.00 1.00 0.00 0.00 0.00 20 .0..60 0.00 0.0,0 0.00 0.00 0..00 0.00 .0_.00 0.00 0.00 -1.00 0.00 0.00 0.00 21 0.6.0 0.00 0.00 0.00 0.00 0.00 0.00 .0.00 0..00 0.00 0.00 1.00 0.00 0.00 2.2 0.60 0.00 0.00 0.00 0.00 0.00 0.00 .0.00 0.00 0.00 0.00 -1.0.0 0.00 0..00 . 23 1.10 1.10 .0.0.0 0.00 0.00 0.00 0.0.0 0.0.0 0.00 .0.00 0.00 0.00 0.00 0.70 24 .1.10 1.10 0.0.0 0.00 0..00 .0.00 .0..00 0..0.0 0.00 0.00 0.00 0.00 0.00 -0.70 25 1.07 .1.07 0.75 0.00 0.00 0.00 .0.0.0 0.0.0 .0.0.0 0.00 0.00 0.00 0.00 0..52 . 26 1.07 .1.07 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.52 27 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.52 28 1.07 1.07 0.00 0.00 0.00 0.00 0.00 0.00 0..00 .0.00 0.00 0.00 0.00 -0.52 .29 .0..50 .0.00 0.00 0.00 0.00 0.0.0 0.00 0.0.0 .0.00 0.00 0.00 0.0.0 0.00 0.70 30 0.50 .0.00 0.00 0.0.0 0.00 .0.00 0.00 0..00 0.00 0.00 0.00 0.00 0.00 -0.70 31 1.10 .1.10 0.00 0.00 0.00 0.00 0..00 0..00 0..00 0.00 0.00 0.00 0.70 0.00 32 1.10 1.10 0..00 0.0.0 0.00 .0.00 0.00 0..00 0.00 0.00 0.00 0.00 -0.70 0.0.0 .33 .1.07 1.07 0..75 0.00 0.0.0 .0.00 0.00 .0.0.0 0.00 0.00 0.00 0.00 0.52 0.00 34 1.07 .1.07 0.75 0.00 .0.0.0 0.00 0.00 0.00 0.0.0 0.00 0.00 .0.00 -0.52 0.00 35 1..07 1.07 0.00 0.75 0.00 0.00 0.00 .0.00 0.0.0 0.00 0.00 .0.00 0.52 .0...00 36 .1.07 .1.07 0..00 0..75 0.0.0 0.00 0.00 .0.00 0.00 0.00 0.00 0.00 -0.52 0.0.0 37 .0.50 0.00 0.00 0.00 0.00 0..00 0.00 Q-00 .0..00 0.00 0.00 0.00 0.70 0.00 38 0..50 0.00 0..00 0.00 0.00 0..00 0.00 0.00 0.00 0.00 0.00 .0.00 -0.70 0.00 ADD.IT.IONAL LOADS: No. Add Surf Basic Load Fx Fy Mom Dx Dy .. Conc - Add Id Id Type Type W1 W2 Co Dll D12 .. Dist 4 1 2 W.INDL1 D 0.13 0.1.3 0.000 9.53 19.07 2 2 WINDR1 D -0.13 -0.13 0..000 0.00 9.53 3 2 W.INDL2 .D -0.09 - 0...09 0..000 9.53 19.07 4 2 W.INDR2 D 0...09 0.09 .0.000 0.00 9..53 4 Page 11 Of 77 Customer Amyx Construction Job No 09 -6991 ri Project Recycle Center- Winco Foods Date 8/18/2009 4 ? g ° .:7 Location Tigard, OR Designed By' AC S ize 1 9 x 32 x 10.5 x 12.1 C hecked By 09 -6991 Reactions, Anchor Bolts, & Base Plates: 8/18/2009 11:27am 09 -6991 Reactions, Anchor Bolts, & Base Plates: 8/18/2009 11:27am Foundation_Loads(k ) Frame Col Max_Pos_Val Max_Neg_Val Anc._Bolt Base_Plate Line Line Id Horz Vert Id Horz Vert No. Diam Width Len Thick .1 B 1 1.1 4.6 2 -0.5 -2.1 4 0.750 6.00 10.50 0.500 1 A 3 0.9 -2.8 .l -1.2 4.5 4 0.750 6.00 10.50 0.500 .1 -1.1 4.5 3 0..9 -2.8 2 B 1 1.3 4.5 2 -0.6 -2.1 4 0.750 6.00 10.50 0.5.00 2 A 3 1.0 -2.8 .1 -1..3 4.5 4 0.750 6.00 10.50 0.500 1 -1.3 4..5 3 1.0 -2..8 Load Load Id Combination 1 DL +CL +SL +Drift +Slide 2 0.60DL +LnWnd1 3 0.60DL +LnWnd2 4 0.60DL +WR1 +WS 5 0.60DL +WP +LnWnd2 BRACING /PANEL SHEAR REACTIONS: Reactions(k ) Panel - -- Wall -- Col - - -- Wind - - -- -- Seismic - -- Shear Loc Line Line Horz Vert Harz Vert (lb /ft) L_EW .l Rigid Frame At Endwall F_SW A 1 ,2 1.02 0.33 0.98 0.32 R_EW 2 Rigid .Frame At Endwall B_SW B Torsional Bracing Used! .09 -6991 Additional Reactions Report: 8/18/2009 11:27am ■ • Page 12 Of 77 1: Customer Amyx Construction Job No 09 -6991 Project Recycle Center- Winco Foods Date 8/18/2009 o 0 . m i. 1 ♦ vi Location Tigard, OR Designed By AC Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Additional Reactions Report: 8/18/2009 11:27am Rigid Frame Column Reactions . Frame Col - -- Dead - -- Collateral - -- Live - -- - -- Snow - -- - Wind_L1 -- Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert 1 B 0.1 0.6 0..0 0.2 0.8 3.0 1.0 3.8 -0.3 -1.1 1 A -0.1 0.6 0.0 0.2 -0.8 3.0 -1.0 3.8 0.5 -2.0 2 B 0.1 0.6 0.0 0.2 0.9 3..0 1.1 3.8 -0.3 -1.1 2 A -.0.1 0.6 0.0 0..2 -0.9 3.0 -1.1 3..8 0.6 -2.0 Frame Col - Wind_R1 -- - Wind_L2 -- - Wind_R2 -- - LnWind_1- - LnWind_2- Line Line Horz Vert Horz Vert Horz Vert Horz Vert Horz Vert 1 B -0.3 -1.1 -0.3 -1.6 -0.3 -1.6 -0.6 -2.5 -0.3 -2.2 1 A 0.5 -2.0 0.5 -1.4 0.5 -1.4 0.7 -2.9 1.0 -.3.2 2 B -0.3 -1.1 -0.3 -.1.6 -0.3 -1.6 -0.7 -2.5 -0.3 -2.2 2 A 0.5 -2.0 0.6 -1.4 0.6 -1.4 0.8 -2.9 1.1 -3.2 Frame Col Seismic L- Seismic_R- Ln Sei,smic Line Line Horz Vert Horz Vert Hor.z Vert 1 B -0.3 -0.3 0.3 0.3 -0.1 -0..1 . 1 A -0..3 0.3 0.3 -0.3 -0.1 -0.3 2 B -0.3 -0.3 0.3 0.3 -0.1 -0.1 2 A -0.3 0.3 0.3 -0.3 -0.1 -0.3 Endwall Column Reactions Frame Col Wind_P Wind_S . Line Line Horz Hor.z 1 B • -0..2 0.2 .1 A -0.2 0.3 Frame Col Wind_P Wind_S Line Line Horz Horz 2 A -0.2 0.3 2 B -0.2 0.2 Page 13 Of 77 Customer Amyx Construction Job No 09 -6991 Project Recycle Center- Winco Foods Date 8/18/2009 Location Tigard, OR Designed By AC Size 19 x. 32 x 10.5 x 12.1 - Checked By . 0.9 -6991 Seismic Design Report: 8/18/2009 11:27am 0.9 -69.91 Seismic Design Report: 8/18/2009 11:27am Building Data Code =IBC 06 Length = 32.00 Width = 19..00 Left Eave Height = 10.50 Right Eave Height = .12.08 Seismic Formula Base Shear., V = 0.667 *.I.e *,Fa *Ss *W /R Shear Force, E = Rho *.V (Rigid frame, endwall frame, wind bent, wind column & base reactions) Shear Force, Em = Omega *V (Wall diagonal bracing, splice at rigid frame & wind bent knee) Note: Applied load is seismic force multiplied by load combination Fa *Ss = 1..060 Zone /Design Category= D .Ie = 1.000 Seismic .Dead Load, W Snow Factor = 0.000 Roof Dead +Collat = 3..5.0 (psf ) Frame Dead = 2.00 (psf ) Roof Total = 5.50 (psf ) , Weight= 3.34 (k ) LEW Dead = 2.00 (psf ) , Weight= 0.21 (k ) F Dead = 2.00 (psf ) , Weight= 0.3.9 (k ) REW Dead = 2.00 (psf ) , Weight= 0.21 (k ) BSW .Dead = 2.00 (psf ) , Weight= 0.34 (k ) Total = 4.50 (k ) Seismic Forces ( - Roof Bracing R = 3.25, Rho= 1.30 W = 3.77 (k ) Force, V = 0.82 (k ) Page 14 Of 77 .. Customer Amyx Construction Job No 09 -6991 / .."<W;1 0 A Project Recycle Center- Winco Foods Date 8/18/2009 2r Location Tigard, OR Designed By AC Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Seismic Design Report: 8/18/2009 11:27am • Force, E = 1.07 (k ) Sidewall Bracing Front R = 3.25, Rho= 1.30, Omega= 2.00 W = 4.5.0 (k ) Force,, V = 0.98 (k ) Force, Em = 1.96 (k ) Force, E = 1.27 (k ) Rigid Frames R = 3.50., Rho= 1.3.0 Frame 1 W = 2.28 (k ) Force, V = 0.4.6 (k ) Force, E -= 0.60 (k .) Frame 2 W = 2.28 (k ) Force, V = 0.4.6 (.k ) Force, E = 0.60 (k ) End Plates Frame R = 3.50, Omega= 3.00 4 Page 15 of 77 11 Customer Amyx Construction Job No 09 -6991 . m 9 Project Recycle Center- Winco Foods Date 8/18/2009 v l Location Tigard, OR Designed By AC ;, Size 19 x 32 x 10.5 x 12.1 Checked By 0.9 -6991 Roof Design Code 8/18/2009 10:53am STRUCTURAL CODE: Design Basis : WS Hot Rolled Steel : AISCO5 Cold Formed Steel : NAUS01 BUILDING CODE: Wind Code : IBC 06 Seismic Zone : D MODULUS OF ELASTICITY Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) 09 -69.91 Purlin Layout Report(Sur.face= 2) 8/18/2009 10:53am SURFACE LAYOUT: Surface No. Peak Id Length Row Space 2 19.066 7 2.283 PURLIN LOCATION: Purlin Surf Load Dead Edge Show Id Offset Space Width Load Wind Report 1 2.282 2.282 2.349 2.66 Y 2 4.699 2.417 2.417 2.58 Y Y 3 7.116 2.4.17 2.417 2.58 Y 4 9.532 2.417 2.417 2.58 5 11.949 2..417 2.417 2.58 6 14.366 2.417 2.417 2.58 Y .Y 7 16.782 2.417 2.350 2.66 Y 19.066 2.284 Average= 2.60 PURLIN LAYOUT: Bay Span Purlin Span - -- Lap(ft) -- No. Unit Total Page 16 Of 77 Customer Amyx Construction Job No 09 -6991 0 r Project Recycle Center- Winco Foods Date 8/18/2009 Location Tigard, OR Designed By AC ' Chec B Size 19 x 3 2 x 10 x 12 By 09 -6991 Purlin Layout Report(Surface= 2) 8/18/2009 10:53am Id Id Part (ft) Left Right Brace Weight Weight 1 10Z12 0.33 0 2.1 14.6 1 2 10Z12 31.33 2 195.5 1368.6 3 10Z12 0.33 0 2.1 14.6 Total(1b)= 19.9.7 1397.8 SPECIAL LOADS: Load_Location Start End Load Type 0.000 6.000 Edge Zone Wind 13.066 19.066 Edge Zone Wind 09 -69.91 Purlin Repor.t(Surface= 2, Id= 2) 8/18/2009 10:53am ROOF PURLIN Surface .Id = 2 Purlin Id = 2 Offset = 4.70 Edge Strip = 6.00 PURLIN LAYOUT: (Purlin Id= 2) Bay Span Purlin Span - -- Lap(ft) -- Load No.. Id Id Part (ft) Left Right Width Brace .l 10Z12 0.33 2..42 0 1 2 10Z12 31.33 2.42 2 3 10Z12 0.33 2.42 0 LOAD COMBINATION 4 1 : DL +CL +LL PURLIN ANALYSIS: Shear (k ) Moment (.f -k_ ) , Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 17 Of 77 Customer Amyx Construction Job No 09-6991 r K � ° Project Recycle Center- Winco Foods Date 8/18/2009 • �a ' Location .Tigard, OR Designed By AC o. . Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6.991 Purlin Report(Surface= 2, Id= 2) 8/18/2009 10:53am 1 .0.00 -0.02 0.00 0.00 0.00 0.00 2 0.88 -0.88 0.00 -6..92 15.67 0.00 3 0.02 0.00 0.00 0.00 0.33 0.00 STRENGTH /DEFLECTION: Span Shear(k ) Moment(f -k ) - - -- Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0.02 10.93 0.00 RS 0.00 14..19 0.00 LS 0.00 0.05 2 RS -0.88 10.93 0.08 MS -.6.92 14.29 0.49 LS 0.00 -.1.55 3 LS 0.02 .10.93 0.00 LS 0.00 14.19 0.00 LS 0.00 0.05 LOAD .COMBINATION # 2 : DL +CL +SL +Drift +Slide PURLIN ANALYSIS: Shear(k ) Moment(f -k ) Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.00 -0.0,2 0.00 0.00 0..01 0.00 2 1.07 -1.07 0.00 -8.39 15.67 0.00 3 0.02 0.00 0.00 0.00 0.33 0.00 STRENGTH /DEFLECTION: Span Shear(k ) Moment(f -k ) - - -- Mom +Shr Deflection(in) I.d Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0.02 10.93 0.00 RS 0.00 .14.19 0.00 LS 0.00 0.06 2 RS -1.07 10.93 0.10 MS - 8.39.14.19 0.5.9 LS 0.00 -1..88 3 LS 0.02 10.93 0.00 LS 0.00 .14.19 0.00 LS 0.00 0.06 LOAD COMBINATION # 3 : DL +CL +0.75LL +0.75WP1 PURLIN ANALYSIS: Shear(k ) Moment(f -k ) Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 18 Of 77 Customer Amyx Construction Job No 09 -6991 Vail- ' vq,,,' Project Recycle Center- Winco Foods Date 8/18/2009 J�� • •• ;< Location Tigard, OR Designed By AC Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Purlin Report.(Surface = 2, Id= 2) 8/18/2009 10:53am 1 0.00 -0.02 0.00 0.00 0..00 0.00 2 1.06 -1.06 0.0.0 -.8.33 15.67 0.00 3 0.02 0.00 0.00 0.00 0.33 0.00 STRENGTH /DEFLECTION: Span Shear(k ) Moment(f -k ) - - -- Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0.02 10.93 .0.00 RS 0..00 14.19 .0.00 LS 0.00 0.06 2 RS -1.06 10.93 0.10 MS -8.33 14.19 0.59 LS 0.00 -1.87 3 LS 0.02 10.93 0.00 LS 0.0.0 14.19 0.00 LS 0.00 0.06 LOAD COMBINATION % 4 : DL +CL +0.75SL +0.7.5WP1 PURLIN ANALYSIS: Shear(k ) Moment(f -k ) Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.00 -0.03 0.00 0..00 0.00 0.00 2 1.21 -1.21 0.00 -9.44 15.67 0.00 3 0.03 0.00 0.00 0.00 0.33 0.00 STRENGTH /DEFLECTION: Span Shear(k ) Moment.(f -k ) - - -- Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC .Calc Allow 1 RS -0.03 1.0.93 .0.0.0 RS .0...00 14.1.9 0.00 LS 0.00 0.07 2 RS -1.21 10.93 0.11 MS - 9...44 14.19 0.67 LS .0.00 -2.11 • 3 LS 0.03 10.93 0.00 LS 0.00 .14..19 0.00 LS 0.0.0 0.07 LOAD COMBINATION 6 5 : 0..6DL +WS1 PURLIN ANALYSIS: Shear(k ) Moment(f -k .) Span Left Left Right Right Left Le.f.t MidSpan Right Right Page 19 Of 77 r. ivim rS r0. Customer Amyx Construction Job No 0.9 -6991 0 Project) Recycle Center- Winco Foods Date 8/18/2009 li • ` g. Y• ,p k Location Tigard, OR Designed By AC e :1 Size 19 x 32 x 10.5 x 12.1 Checked By 0.9 -6991 Purlin Report(Surface= 2, Id= 2) 8/18/2009 10:53am Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.00 0.02 0.00 0.00 0.00 0.00 2 -0.97 0.97 0.00 7.58 15.67 0.00 3 -0.02 0.00 0.00 0.00 0.33 0.00 STRENGTH /DEFLECTION: Span Shear(k ) Moment(f -k ) - - -- Mom +Shr Deflection(in) .Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow .1 RS 0.02 10.93 0.00 RS 0.00 .14.19 0..00 LS 0.00 -0.06 2 RS 0.97 10.93 0.09 MS 7.58 8..91 0.85 LS 0.00 1.70 3 LS -0.02 10.93 0.00 LS 0.00 14.29 0.00 LS 0.00 -0.06 LOAD COMBINATION # 6 : DL +CL +SL /2 PURLIN ANALYSIS: Shear(k ) Moment(f -k ) Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.00 -0.01 0.00 0.00 0.02 0.00 2 0.60 -0.60 0.00 -.4.71 15.67 0.00 3 0.01 0.00 0..00 0.00 0.3,3 0.00 STRENGTH /DEFLECTION: Span Shear(k ) Moment(f -k ) - - -- Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc CC Calc Allow 1 RS -0.01 10.93 0.00 RS .0.00 14.19 0.00 LS 0.00 0.04 2 RS -0.60 10.93 0.06 MS -4.7.1 14.29 0.33 LS 0.00 -1.06 3 LS 0.01 10.93 0.00 LS 0.00 14.1.9 0.00 LS 0.00 0.04 LOAD COMBINATION # 7 : DL +CL +SL /2 +AUX1 t. 1. PURLIN ANALYSIS: Shear(k ) Moment(f -k ) Page 20 Of 77 Customer Amyx Construction Job No 09 -6.991 :`' ' "'B ' . r ,,., Project Recycle Center- Winco Foods Date 8/18/2009 1 ` r.. 4 Location Tigard, OP. Designed By AC , i Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Purlin Report(Surface= 2, Id= 2) 8/18/2009 10:53am . Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.00 -0.02 0.00 0.00 0.01 0.00 2 1.08 -1.08 0.00 -8.4,2 15.67 0.00 - 3 0.02 0.00 0.00 0..00 0.33 0.00 STRENGTH /DEFLECTION: Span Shear(k ) Moment(f -k ) - - -- Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0.02 10.93 0.00 RS 0.00 14.19 0..00 LS 0.00 0.06 2 RS -1.08 10.93 0.10 MS -8.42 14.19 0.59 LS 0.00 -1.89 3 LS 0.02 10.93 0.00 LS 0.00 14.19 0.00 LS 0..00 0.06 LOAD COMBINATION # 8 : DL +CL +SL /2 +AUX1 PURLIN ANALYSIS: . Shear(k ) Moment(f -k ) Span Left Left Right Right Left Left Mi.dSpan Right Right . Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.00 -0.02 0.00 0.00 0.01 0.00 2 .1.08 -.1.08 0.00 -8.42 15.67 0.00 3 0.02 0.00 0.0.0 0.00 0.33 0.00 STRENGTH /.DEFLECTION: • Span Shear(k ) Moment(f -k ) - - -- Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow .1 RS -0.02 10.93 0.00 RS 0..00 .14.1.9 0..00 LS 0.00 0.06 2 RS -1.08 1.0.93 0.10 MS -8.42 14.19 0.59 LS 0.00 -1.89 3 LS 0.02 10.93 0.0.0 LS 0.00 14.19 0.00 LS 0.00 0.06 DEFLECTION: LOAD COMBINATION .# .1 : LL Span .DEFLECTION(in) Page 21 Of 77 Customer Amyx Construction Job No 09 -6991 �• . ***4 1 v Project Recycle Center Winco Foods Date 8/18/2009 Location g Ti and OP. Designed By AC � t Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Purlin Report(Surface= 2, Id= 2) 8/18/2009 10:53am Id Calc Allow Ratio 1 0.04 2 - 1.32 2.51 0.53 - 3 0.04 LOAD COMBINATION # 2 : SL +Drift +Slide Span DEFLECTION(in) Id Calc Allow Ratio 1 0.06 2 -1.65 2.51 0.66 3 0.06 LOAD COMBINATION .# 3 : 0.6DL +LL +0.7.WP1 Span DEFLECTION(in) Id Calc Allow Ratio 1 0.07 2 -2.02 3.76 0.54 3 0.07 LOAD COMBINATION # 4 : 0.6DL +SL +0.7WS.1 Span DEFLECTION(.in) Id Calc Allow Ratio .1 0.02 2 -0.49 3.76 0.13 3 0.02 0.9 -6991 Purlin Report(Surface= 2, Id= 3) 8/18/2009 10:53am ROOF PURLIN . Surface Id = 2 Purlin Id = 3 Offset = 7.12 PURLIN LAYOUT: (Purlin .Id= 3) Page 22 Of 77 Customer Amyx Construction Job No 09 -6991 Project Recycle Center- Winco Foods Date 8/18/2009 ...1 kiwi b ' � % : s A OE ;� Location Ti OR Designed By AC Size 19 x 32 x 10.5 x 12.1 Checked By . 09 -69.91 Purlin Report(Surface= 2, Id= 3) 8/18/2009 10:53am Bay Span Purlin Span - -- Lap(ft) -- Load No. Id Id Part .(ft) Left Right Width Brace . 1 10Z12 0.33 2.42 0 2 2 10Z12 31.33 2.42 2 3 10Z12 0.33 2.42 0 LOAD COMBINATION # 1 : DL +CL +LL PURLIN ANALYSIS: Shear(k ) Moment(f -k ) Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lab Sup 1 0.00 -0.02 0..00 .0.00 0.00 0.00 2 0.8.8 -0.88 0.00 -6..92 15.67 0.00 3 0.02 0.00 0.00 0.00 0.33 0.00 STRENGTH /DEFLECTION: Span Shear(k ) Moment(f -k ) - - -- Mom +Shr Deflection(in) . Id Lac Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0.02 10.93 0.00 RS 0.00 14.1,9 0.00 LS 0.00 0.05 2 RS -0.88 10.93 0.08 MS -6..92 14.29 0.4.9 LS 0.00 -1.55 3 LS 0.02 10.93 0.00 LS 0.00 14.19 .0..0.0 LS •0.00 0.05 LOAD COMBINATION # 2 : DL +CL +SL +Drift +Slide PURLIN ANALYSIS.: Shear(k ) Moment(.f -k ) Span Left Left Right Riaht Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup { 1 .0.00 -0.02 .0..00 0.00 0.01 0.00 2 1.07 -.1.07 .0.0.0 -8.39 15.67 0.00 .3 0.02 0.00 0.00 0.0.0 0.33 0.00 STRENGTH /DEFLECTION: Page 23 Of 77 Customer Amyx Construction Job No 09 -6991 ''maiii r mil tf Project Recycle Center- Winco Foods Date 8/18/2009 4 Location Tigard OR Designed By AC Size 19 x 32 x 10.5 x 12.1 Checked By . 09 -6991 Purlin Report(Surface= 2, Id= 3) 8/18/2009 10:53am • Span Shear(k ) Moment(f -k ) - - -- Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0.02 10.93 0.00 RS 0.00 14.19 .0.00 LS 0.00 0.06 2 RS -1.07 10.93 0.10 MS -.8.39 .14.19 0.59 LS 0.00 -1.88 3 LS 0.02 10.93 0.00 LS 0.00 14.19 0.00 LS 0.00 0.06 LOAD COMBINATION # 3 : DL +CL +0.75LL +0.75WP1 PURLIN ANALYSIS: • ' Shear(k ) Moment(f -k ) Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup .1 0.00 -0.02 0.00 0.00 0.01 0.00 2 1.03 -1.03 0.00 -7.87 15.67 0.00 3 0.02 0.0.0 0..00 0.00 0.33 0.00 STRENGTH /DEFLECTION: Span Shear(k ) Moment(.f -k ) - - -- Mom +Shr De.f,lection(in) Id Loc Calc Allow UC Loc .Cal.c Allow UC Loc UC Calc Allow 1 RS -0.02 .1.0..93 0.00 RS 0..00 14.19 .0..00 LS 0.00 0.0.6 2 RS -1.03 1.0..93 0.09 MS -7.87 1.4.1.9 0..55 LS 0.00 -1.77 3 LS 0.02 .10.93 0.00 LS 0.00 1.4.1.9 _0.00 LS 0.00 0.06 LOAD COMBINATION # 4 : DL +.CL +0.75SL +0.75W.P1 ' PURLIN ANALYSIS: Shear(k ) Moment(f -k ) Span Left Left Right Right Left Left MidSpan Right Right .Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0..00 -0.02 0.00 0.00 0.01 0.00 2 1.17 -1.17 0.00 -8.97 15.67 0.00 3 0.03 0.00 0.00 0.00 0.33 0.00 Page 24 Of 77 Customer Amyx Construction Job No 09 -6991 .: P '4' i*? WW ' ---_; Project Recycle Center- Winco Foods Date 8/18/2009 ar A Location Tigard, OR Designed By AC Size 19 x 32 x 10.5 x 12.1 Checked By 0.9 -6991 Purlin Report(Surface= 2, Id= 3) 8/18/2009 10:53am STRENGTH /DEFLECTION: Span Shear(k ) Moment(f -k ) - - -- Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0.02 10.93 0.00 RS 0.00 14.1.9 0.00 LS 0.00 0.07 2 RS -1.17 10.93 0.11 MS -8.97 14.19 0.63 LS 0.00 -2.02 3 LS 0.03 10.93 0.00 LS 0.00 14.19 0.00 LS 0.00 0.07 LOAD COMBINATION # 5 : 0.6DL +WS1 PURLIN ANALYSIS: Shear(k .) Moment(f-k ) Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup .1 0.00 0.02 0.00 0.00 0.01 0.00 2 -.0.88 0.88 0...00 6.39 15..67 0.00 3 -0.02 0.00 0.00 0.0,0 0.33 0.00 - STRENGTH /DEFLECTION: - Span Shear(k ) Moment(f -k ) - - -- Mom +Shr Deflection(in) .Id Loc Calc Allow UC Loc Celt Allow UC Loc UC Calc Allow 1 RS 0.02 10.93 0.00 RS 0.00 14.19 .0..00 LS 0.00 -0.05 2 RS 0.88 10.93 0.08 MS 6.39 .8.91 0.72 LS 0.00 1.46 3 LS -0..02 .10.9.3 0:00 LS 0..00 14.19 0.00 LS 0.00 -0.05 LOAD COMBINATION # 6 : DL +CL +SL /2 PURLIN ANALYSIS: Shear(k ) Moment(f -k ) Span Left Left Right Right Left Left MidSpan Right Right . Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup .1 0.00 -0.0.1 0..0.0 0.00 .0.00 0..00 2 0.60 -0.60 .0.0.0 -4.71 15.67 0.00 3 0.01 0.0.0 0.00 .0.00 0.33 0.00 • Page 25 Of 77 Customer Amyx Construction Job No 09 -6991 /...;‘, ‘,..„ ..„..„ 1 Y Vti � Y ,• . ` 4 x Project Recycle Center- Winco Foods Date 8/18/2009 li 4 N . Location Tigard, OR Designed By AC Size 19 x 32 x 10.5 x 12.1 Checked By . 09 -6991 Purlin Report(Surface= 2, Id= 3) 8/18/2009 10:53am STRENGTH /DEFLECTION: Span Shear(k ) Moment(f -k ) - - -- Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0.01 10.93 0.00 RS 0.00 14.19 0.00 LS 0.00 0.04 2 RS -0.60 10.93 0.06 MS -4.71 24.19 0.33 LS 0.00 -1.06 3 LS 0.01 10.93 0.00 LS 0.00 14.19 0.00 LS 0.00 0.04 LOAD COMBINATION # 7 : DL +CL +SL /2 +AUX1 • PURLIN ANALYSIS: Shear(k ) Moment(f -k ) Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.00 -0.02 0.00 0.00 0.01 0.00 2 1.08 -1.08 0..00 -8.42 15.67 0.00 3 0.02 0.00 0..00 0.00 0.33 0.00 STRENGTH /DEFLECTION: Span Shear(k ) Moment(.f -k ) - - -- Mom +Shr De.f.lection(in) Id Loc Calc Allow UC Loc .Calc Allow UC Loc UC Calc Allow 1 RS -0.02 10.93 0.00 RS 0.00 14.19 .0.00 LS 0.00 0.06 2 RS -.1.08 10.93 0.10 MS -8.42 .14.19 .0.59 LS 0.00 ' -1.89 .3 LS 0.02 10.93 0.00 LS 0.00 1.4.19 .0..00 LS 0.00 0.06 LOAD COMBINATION # 8 : DL +CL +SL /2 +AUX1 . PURLIN ANALYSIS: Shear(k ) Moment(f -k ) i _ Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 .0.00 -0.02 0.00 0.00 0.01 0.00 2 1.08 -1.08 0.00 -8.42 15.67 0.00 .3 0.02 0.00 0.00 0.00 0.33 0.00 Page 26 Of 77 Customer Amyx Construction Job No 0.9 -69.91 c L run Project Recycle Center- Winco Foods Date 8/18/2009 i 2e4 Location Desi Designed By AC Ti OR Y Size 19 x 32 x 10.5 x 12.1 Checked By Ng 0.9 -6991 Purlin Report(Surface= 2, Id= 3) 8/18/2009 10:53am • STRENGTH /DEFLECTION: Span Shear(k ) Moment(f -k ) - - -- Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0.02 10.93 0.00 RS 0.00 14.19 0.0.0 LS 0.00 0.06 2 RS -1.08 10.93 0.10 MS -8.42 .14.19 0.59 LS 0.00 -1.89 3 LS 0.02 10.93 0.00 LS 0.00 14.19 0.00 LS 0.00 0.06 DEFLECTION: LOAD COMBINATION # 1 : LL Span DEFLECTION(in) Id Calc Allow Ratio 1 0.04 2 . -1.32 2.51 0.53 3 0.04 LOAD COMBINATION # 2 : SL +Drift +Slide Span DEFLECTION(in) - Id Calc Allow Ratio 1 0.06 2 ' -1.65 2.51 0.66 3 0.06 LOAD COMBINATION # 3 .: 0..6DL +LL +0.7W.P1 Span DEFLECTION(in) Id Calc Allow Ratio 1 0.07 2 -1.93 3.76 0.51 3 0.07 LOAD COMBINATION # 4 .: 0.6DL +SL +0.7WS.1 Span DEFLECTION(in) Id Calc Allow Ratio Page 27 Of 77 Customer Amyx Construction Job No 09 -6991 ti r' e Project Recycle :rteWinco Foods 8/18/2009 Location Tigard, Designed By AC o Size 19 x 32 x 10.5 x 12.1 Checked By 09 -69.91 Purlin Report(Surface= 2, Id= 3) 8/18/2009 10:53am 1 0.02 2 -0.66 3.76 0.17 3 0.02 09 -699.1 Purlin Report(Surface= 2, Id= 6) 8/18/2009 10:53am ROOF PURLIN Surface .Id = 2 Purlin Id = 6 Offset = 14.37 Edge Strip = 6.00 PURLIN LAYOUT: (Purlin Id= 6) Bay Span Purlin Span --- Lap(ft.) -- Load No. Id Id Part (ft) Left Right Width Brace .1 10Z12 0.33 2.42 0 1 2 10Z12 31.33 2.42 2 3 10Z12 0.33 2.42 0 LOAD COMBINATION # 1 : DL +CL +LL PURLIN ANALYSIS: • Shear(k ) Moment(f -k ) Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.00 - 0..0,2 0.00 0.00 0.00 0.00 2 0.88 -0.88 0.00 -6.92 15.67 0.00 3 0.02 0.00 0.00 0.00 0.33 0.00 STRENGTH /DEFLECTION: Span Shear(k ) Moment(f -k ) - - -- Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0.02 10.93 0.00 RS 0.00 14.19 0.00 LS 0.00 0.05 2 RS -0.88 10.93 0.08 MS -6.92 14.19 0.49 LS 0.00 -1.55 Page 28 Of 77 y� Customer Amyx Construction Job No 09 -6991 9 Project Recycle Center- Winco Foods Date Ljt Location Desi Designed B AC .Tigar OR � Y Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Purlin Report(Surface= 2, Id= 6) 8/18/2009 10:53am • 3 LS 0.02 10.93 0.00 LS 0.00 14.19 0.00 LS 0.00 0.05 LOAD COMBINATION # 2 : DL +CL +SL +Drift +Slide PURLIN ANALYSIS: Shear(k ) Moment(f -k ) Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.00 -0.02 0.00 0.00 0.01 0.00 2 1.07 -1.07 0.00 -8.39 15.67 0.00 3 0.02 0.00 0.00 0.00 0.33 0.00 STRENGTH /DEFLECTION: Span Shear(k ) Moment(f -k ) - - -- Mom +Shr Deflection(in) • Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0.02 10.93 0.00 RS 0..00 14.19 0.00 LS 0.00 0.06 2 RS -1.07 10.93 0.10 MS - 8.39 14.19 0.59 LS 0.00 -1.88 3 LS 0.02 10.93 0.00 LS 0.00 14.19 0.00 LS 0.00 0.06 - LOAD COMBINATION # 3 : DL +CL +0.75LL +0.75WP1 PURLIN ANALYSIS: Shear(k ) Moment(f -k ) Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.00 -0.02 0.00 0.00 0.01 0.00 2 1.06 -1.06 0...00 -8.33 .15.67 0.00 3 0.02 .0.0.0 0.00 0.00 0.33 0.00 STRENGTH /DEFLECTION: Span Shear(k ) Moment(f -k ) - - -- Mom +Shr Deflection(in) + Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0.02 10.93 0.00 RS 0.00 .14.19 .0.00 LS 0.00 0.06 • Page 29 Of 77 i Customer Amyx Construction Job No 09 -6991 li Project Recycle Center- Winco Foods Date 8/18/2009 1 L 22151 Location Tigard, OR Designed By AC Size 19 x 32 x 10.5 x 12.1 Checked By • 09 -69.91 Purlin Report(Surface= 2, Id= 6) 8/18/2009 10:53am 2 RS -1.06 10.93 0..10 MS -8.3.3 14.19 0.59 LS 0.00 -1.87 3 LS 0.02 .10.93 0.00 LS 0.00 14.19 0.00 LS 0.00 0.06 LOAD COMBINATION # 4 : DL +CL +0.75SL +0.75WP1 PURLIN ANALYSIS: Shear(k ) Moment(f -k ) Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup .1 0.00 -0..03 0.00 0.00 0.00 0.00 2 1.21 -1.2,1 0..,00 -9.44 15.67 0.00 3 0.03 0.0,0 .0.00 0.00 0.33 0.00 STRENGTH /DEFLECTION: Span Shear(k ) Moment(f -.k ) - - -- Mom +Shr Deflection(in) Id Loc Calc Allow UC Lo.c Calc Allow UC Loc UC Calc Allow 1 RS -0.03 10.93 0.00 RS 0..00 14.19 0.00 LS 0.00 0,.07 2 RS -1.21 .10.93 0.11 MS -9.44 .14.1.9 0.67 LS 0.00 -2.11 3 LS 0.03 1.0.93 0.00 LS 0.00 14.1.9 0.00 LS 0.00 0.07 LOAD COMBINATION # 5 : 0.6DL +WS1 PURLIN ANALYSIS: Shear(k ) Moment(f -k ) Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.00 0.02 0.00 0.00 0.01 0.00 2 -0.97 0.97 0.00 7.58 15..67 0.00 3 -0.02 0.00 0.00 0.00 0.33 0.00 STRENGTH /DEFLECTION: • Span Shear(k ) Moment(f -k ) - - -- Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow Page 30 Of 77 L amm Customer Amyx Construction Job No 09 -6991 ; , Vf a • , .. Project Recycle Center- Winco Foods Date 8/18/2009 ak ot Location Tigard, OR Designed Byl AC G Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Purlin Report(Surface= 2, Id= 6) 8/18/2009 10:53am • 1 RS 0..02 10.93 0.00 RS 0.00 14.19 0.0.0 LS 0.00 -0.06 2 RS 0.97 10.93 0.0.9 MS 7..58 8.91 0.85 LS 0.00 1.70 . 3 LS -0.02 10.93 .0.00 'LS 0..0.0 14..19 0.00 LS 0.00 -0.06 LOAD COMBINATION # 6 : DL +CL +SL /2 PURLIN ANALYSIS: Shear(k ) Moment(f-k ) Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.00 -0..01 .0.00 0...00 0.00 0..00 2 .0.60 -0.60 0.0,0 -4.71 15.67 0.00 3 0.01 0.00 0.00 0.00 0.33 0.00 STRENGTH /.DEFLECTION: Span Shear(k ) Moment(f-k ) - - -- Mom +Shr Deflection(in) - Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0.01 10.93 0.00 RS 0...00 14.1.9 0.00 LS .0.00 0..04 - 2 RS -0.60 10.93 0.06 MS -4.7.1 14.19 0..33 LS 0.00 -1.06 3 LS 0.01 10.93 0.00 LS 0.00 14.19 0.00 LS 0.00 0.04 LOAD COMBINATION 4 7 : DL +CL +SL /2 +AUX1 • P.URLIN ANALYSIS: Shear(k ) . Moment(f -k ) Span Left Left Right Right Left Left MidSpan Right Right _ Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup .1 .0.00 -0.02 0.00 0..00 0.01 0.00 2 .1.08 -1.08 0.00 -8.42 15.67 0.00 3 .0.02 0.00 .0.0.0 0.00 0.33 0.00 . STRENGTH /DEFLECTION: Span Shear(k ) Moment(f-k ) - - -- Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow .UC Loc UC Calc Allow Page 31 Of 77 Customer Amyx Construction Job No 09 -6991 A I Project Recycle Center- Winco Foods Date 8/18/2009 4 Ligh 1 Location Tigard, OR Designed By AC Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Purlin Report(Surface= 2, Id= 6) 8/18/2009 10:53am 1 RS -0.02 10.93 0.00 RS 0.00 14.19 0.00 LS 0.00 0.06 2 RS -1.08 10.93 0.10 MS -8.42 14.19 0.5.9 LS 0.00 -1.89 3 LS 0.02 10..93 0.00 LS 0.00 14.19 0.00 LS 0.00 0.06 LOAD COMBINATION # 8 : DL +CL +SL /2 +AUX1 PURLIN ANALYSIS: Shear(k ) Moment(f -k ) Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.00 -0.02 0.00 0.00 0.01 0.00 2 1.08 -1.08 0.00 -8.42 15.67 0.00 3 • 0.02 0.00 0.00 0.00 0.33 0.00 STRENGTH /DEFLECTION: Span Shear(k ) Moment(f -k ) - - -- Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0.02 10.93 0.00 RS 0.00 .14.19 0.00 LS 0.00 0.06 2 RS -1.08 10..93 0.10 MS -8.42 14...19 0..59 LS 0.00 -1.89 3 LS 0.02 10..93 0.00 LS .0.00 .14.19 0.00 LS 0.00 0.06 DEFLECTION: LOAD COMBINATION # 1 : LL Span DEFLECTION(in) Id Calc Allow Ratio 1 0.04 2 -1.32 2.51 0.53 3 0.04 LOAD COMBINATION # 2 : SL +Drift +Slide Span DEFLECTION(in) Id Calc Allow Ratio Page 32 Of 77 Customer Amyx Construction Job No 09 -6991 Project Recycle Center- Winco Foods Date 8/18/2009 i i 77771i Location Tigard, OR Designed Byi AC Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Purlin Report(Surface= 2, Id= 6) 8/18/2009 10:53am • 1 0.06 2 -1.65 2.51 0.66 . 3 0.06 LOAD COMBINATION #f 3 : 0.6DL +LL +0.7WP1 Span DEFLECTION(in) Id Calc Allow Ratio 1 0.07 2 -2.02 3.76 0.54 3 0.07 . LOAD COMBINATION 4) 4 : 0.6DL +SL +0.7WS1 Span DEFLECTION(in) Id Calc Allow Ratio 1 0..02 2 -0.49 3.76 0.13 3 0.02 09 -6991 Roof Panel Summary 8/18/2009 10:53am PANEL LAYOUT: Surf Surface No. Max Id Part Type Gage Yield Length Purlin Space 2 2.6 PBR PR 26..00 .80.0 1.9.07 7 3.000 PANEL STRENGTH: Surf Load Support_Moment(ft- lb /ft) Midspan_Moment(ft- lb /ft) Id Area Id Offset .Cale Mn /sf Ratio Offset Calc Mn /sf Ratio . 2 Left .1 16.8 15.7 160.4 0.10 18.2 -10.8 132..4 0.08 2 16.8 10.7 .160..4 0.07 18.2 -7.4 .132.4 0.06 3 16.8 -29.0 132.4 .0..22 18.2 20.1 .160.4 0.13 2 Center 1 16.8 .15.7 .160.4 0.10 18.2 -10.8 132.4 0.08 2 16.8 10..8 160.4 0.07 18.2 -7.4 132.4 0..06 3 16.8 -29.4 132.4 0..22 .18.2 19.9 160.4 0.12 2 Right 1 16.8 1.5.7 160.4 0.1.0 18.2 -10.8 132..4 0.08 2 16.8 .10..7 .160.4 0.07 18.2 -7.4 .132.4 0.06 3 16.8 -29.0 132..4 0.22 18.2 20.1 160.4 0.13 Page 33 Of 77 Customer Amyx Construction Job No 09 -6991 t '35 f $ v i Project Recycle Center- Winco Foods Date 8/18/2009 ItSAN I. 04 e � . V Location Tigard, OR Designed By AC Size 19 x 32 x 10.5 x 12.1 Checked By • 09 -6991 Roof Panel Summary 8/18/2009 10:53am PANEL DEFLECTION: Surf Load Deflection(in) Id Area Id Offset Calc Limit Ratio 2 Left 4 17.9 -0.01 0.1.8 0.03 5 17.9 0.00 0.30 0.01 6 17.9 0..01 0.30 0..04 2 Center 4 17.9 -0.01 0.18 0.03 5 17.9 0.00 0.30 0.01 6 27.9 0.01 0.30 0.04 2 Right 4 17.9 -0.01 0.18 0..03 5 17.9 0.00 0.30 0..01 6 17.9 0...0.1 0.30 0.04 LOAD COMBINATION: Load Id Description 1 DL +SL 2 DL +WP1 3 DL +WS.1 4 SL 5 WP1 6 WS1 09 -6992 Roof Diagonal Bracing Report 8/1.8/2009 10:53am PANEL SHEAR: Vn/sf = 0.0 Calc Wind = 15.4 Seismic = 21.1 DIAGONAL BRACING: Brace_Tension(k ) Bay Brace Diag_Brace - - -- Wind - - -- - -- Seismic -- Max Id Start End Type Size Part Calc Pn /sf Calc Pn /sf UC KL /R 1 0.00 19.00 C 0.250 1/4 Cab 0.57 3.33 0.51 3.33 0.17 TORSIONAL BRACING MOMENT: Wind = 9.34 Seismic = 8.33 09 -6991 Sidewall Diagonal Bracing Report 8/28/2009 10:53am Page 34 Of 77 Customer Am Construction Job No 09 -6991 *18 grill ��, Pro Rec Center V7i Foods Date 8/18/2009 MEW ON N � a L ocation Tigard, OR Designed By AC i 1 Size 19 x 32 x 10.,5 x 12.1 Checked By 09 -6991 Sidewall Diagonal Bracing Report 8/18/2009 10:53am - PANEL SHEAR: Wall Base Wind Seismic • Id Length Calc Calc Vn /sf 2 32.0 31.8 42.8 100..0 4 32.0 0.0 0.0 .100.0 DIAGONAL BRACING: Brace_Tension(k ) Wall Bay Brace_Loc Diag_Brace - - -- - - -- Wind - -- -- Seismic -- Max Id Id Bot Top Type Size Part Calc Pn /sf Calc Pn /sf UC KL /R 2 1 0.0 12.1 C 0.250 1/4 Cab 1.07 3.33 1.44 3.33 0.43 4 Torsional bracing used BASE REACTIONS: Wall Bay Col Wind Max Seismic Id Id Id Horz Vert( + / -) Horz Vert( + / -) . 2 1 .1 -1.02 0.33 -0.89 0.2.9 2 1 2 1.02 0.33 0.89 0.29 - 09 -6991 Braced Purlin Report 8/18/2009 10:53am S.ur.f Brace Purl Bay Purlin Load - - -- Axial(k ) - -- -- Moment(f -k ) -- Axl +Mom Id Locate Id Id Part Id .Cale Allow UC Calc Allow UC UC 09- .6992 Eave Strut Report(Wall= 2.) 8/18/2009 10:53am Wall Bay Eave Load - - -- Axial(k ) - - -- -- Moment(.f -k ) -- Axl +Mom _ Id Id Part Id Calc Allow UC Calc Allow UC UC 2 .1 10Z14 1 0.80 .9.7.5 0.08 - 2..0.0 9.30 0.22 0.30 ; 2 0.80 9..75 0.08 .1..75 6.48 0.27 0.35 3 1.34 16.58 0..08 -0.54 15.81 0.0,3 0.1.1 4 0.99 16.58 0.06 -2.61 15.81 0.17 0.22 Page 35 of 77 0 Customer Amyx Construction Job No 0.9 -6991 %%0:,W' e fir,j Project Recycle Center- Winco Foods Date 8/18/2009 e y. , fiti� Location Tigard, OR Designed By AC • Size 19 x 32 x 10.5 x 12.1 Checked By 5 0.99 16.58 0.06 -0.52 15.81 0.03 0.09 • 6 1.34 16.58 0.08 -0.17 15.81 0.01 0.09 09 -6991 Eave Report(Wall= 2) 8/18/2009 10:53am EAVE STRUT Wall Id = 2 • EAVE LAYOUT: Bay Span Eave Span - -- Lap(ft) -- Load No. No. Unit Total Id Id Part (ft) Left Right Width Brace Row Weight Weight 1 10Z14 0.33 1.14 0 1 1.5 1.5 1 2 .10Z14 31.33 1.14 2 .1 140.4 140.4 3 10Z14 0.33 1.14 0 1 1.5 1.5 Total(lb)= 143.4 Purlin DL= 3.92 (psf ) LOAD COMBINATION # .1 : DL +CL +LL SAVE ANALYSIS: Shear(k ) Moment(f -k ) Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.00 -0.01 0.00 0.00 0.00 0.00 2 0.42 -0.42 0.00 - 3..2.7 15..67 0.00 3 0.01 0.00 .0.00 0.00 0.33 0.00 •STRENGTH /DEFLECTION: Span Shear(k ) Moment(.f -k ) - - -- Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0.01 3.96 0.00 RS 0.00 9.30 0.00 LS 0.00 0.03 2 LS 0.42 3.96 0.11 MS -3.27 9.30 0.35 LS 0.00 -1.01 3 LS 0.01 3.96 0.00 LS 0.00 9.30 0.0.0 LS 0.00 0.03 Page 36 Of 77 Customer Amyx Construction Job No 09 -6991 fin . ; . 1 Project Recycle Center- Winco Foods Date 8/1.8/2009 Y A Mi Location Tigard, OR Designed By AC .0 Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Eave Report(Wall= 2) 8/18/2009 10:53am " LOAD COMBINATION # 2 : DL +CL +SL +Dri.ft +Slide EAVE ANALYSIS: Shear(k ) Moment(f -k ) Span Left Left Right Right Left Left Mi.dSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.00 -0.01 0..00 0.00 0.00 0.00 2 0.5.1 -0.51 0.00 ' -3..97 15.67 0.00 3 0.01 0.00 0..00 0.00 0.33 0.00 STRENGTH /DEFLECTION: Span Shear(k ) Moment(f -k ) - - -- Mom +Shr Deflection(in) Id Loc Cab Allow UC Loc Caic Allow UC Loc UC Calc Allow 1 RS -0.01 3.9.6 0.00 RS 0..00 9.30 0.00 LS 0.00 0.04 2 LS 0.51 3.96 0.13 MS -3..97 9.30 0.43 LS 0.00 -1.23 • .3 LS 0.01 3.96 0.00 LS 0..00 9.3.0 0..00 LS 0..00 0.04 LOAD COMBINATION # 3 : DL +CL +0.75LL +0.75W.P1 EAVE ANALYSIS: • Shear(k ) Moment(f -k ) Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup • .1 0.00 -0.01 0..00 .0..00 0..0.0 0.00 2 0.50 -0.50 0.00 -3.94 15.67 0,.00 . 3 .0.0.1 0.0.0 .0.00 0.00 0.33 0.00 STRENGTH /DEFLECT.ION: Span Shear(k ) Moment(.f -.k ) - - -- Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Cab Allow UC Loc UC Calc Allow 1 RS -0.01 3.96 0.00 RS 0.00 .9.30 0.00 LS 0.00 0.04 2 LS 0..50 3.96 0.23 MS -3..94 .9.3.0 0...42 LS 0.00 -1.22 3 LS 0.01 3.96 0.00 LS 0..00 9.30 0...00 LS 0.00 0.04 Page 37 Of 77 Customer Amyx Construction Job No 09 - 6.991 ',w%.. 1 Project Recycle Center- Winco Foods Date 8/18/2009 v Location Tigard, OR Designed By AC Size 19 x 32 x 10.5 x 12.1 Checked By f. 09 -6991 Eave Report(Wall= 2) 8/18/2009 10:53am LOAD COMBINATION # 4 : DL +CL +0.75SL +0.75WP1 EAVE ANALYSIS: Shear(k ) Moment(f -k ) Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.00 -0.0.1 0.00 0..00 0..00 0.00 2 0..57 -0.57 0..00 -4..46 15.67 0.00 3 0.01 0..00 0..0.0 0..00 0.33 0.00 STRENGTH /DEFLECTION: Span Shear(k ) Moment).f -k ) - - -- Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0.01 3.96 0.00 RS 0.00 9.30.0.00 LS 0.00 0.05 2 LS 0.57 3.96 0.24 MS -4..46 9.30 0..48 LS 0.00 -.1.38 3 LS 0.01 3.96 0.00 LS 0.00 .9..30 .0.00 LS 0.00 0.05 LOAD COMBINATION # 5 : .0.6DL +WS1 SAVE ANALYSIS: Shear(k ) Moment(f -k ) Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.00 0.0.1 .0.00 0.00 .0.00 0.00 2 -0.46 0.46 0.00 3.58 15.67 0.00 3 -0.01 0.00 0.00 .0.0.0 0.33 0.00 STRENGTH /DEFLECTION: Span Shear(k ) Moment(f -k ) - - -- Mom +Shr Deflection(in) _Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Cabo Allow .1 RS 0.01 3.96 0.00 RS 0.00 9..30 0.00 LS 0.00 -0.04 2 LS -0.46 3.96 0.12 MS 3.58 6.48 0.55 LS 0.00 1.11 Page 38 Of 77 Customer Amyx Construction Job No 09 -6991 � Project Recycle Center - Hinco Foods Date 8/18/2009 ' \ Location Tigard, OR Designed By) AC ;y � I Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Eave Report(Wall= 2) 8/18/2009 10:53am 3 LS -0..01 3.96 0.00 LS 0.00 9.30 0.00 LS 0.00 -0.04 LOAD COMBINATION # 6 : DL +CL +SL /2 EAVE ANALYSIS: Shear(k ) Moment(f -k ) Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 .0.00 -0.01 0.00 0.00 0.00 0.00 2 0.28 -0.28 0.00 -2.23 15.67 0.00 3 0.01 0.00 0.00 0.00 0.33 0.00 STRENGTH /DEFLECT.ION: Span Shear(k ) Moment(f -k ) - - -- Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Lo.c UC Calc Allow .1 RS -0.01 3.96 0.00 RS 0.00 .9.30 0.00 LS 0.00 0.02 2 LS 0.28 3.96 0.07 MS -2.23 9.3.0 .0.24 LS 0.00 -0.69 3 LS 0.01 3.96 0.00 LS .0.00 9.30 0.00 LS 0.00 0.02 - LOAD COMBINATION # 7 : DL +CL +SL /2 +AUX1 EAVE ANALYSIS: Shear(k ) Moment(f -k ) Span Left Left Right Right Left Left MidS.pan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup .l 0.00 -0.02 0.00 0..0.0 0.00 0.00 2 0.51 -0.51 0.00 -3.9,8 .15.67 0.00 .3 0.0.1 0.00 0.00 0.00 0.33 0.00 STRENGTH /DEFLECTION: Span Shear(k ) Moment(f -k ) - - -- Mom +Shr Deflection(in) ; Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0.01 3.96 0.00 RS 0.00 9..30 0.00 LS .0.00 0.04 Page 39 Of 77 ' Customer Amyx Construction Job No 0.9 -6991 e ..,/,Y,VN: Project Recycle Center- Winco Foods Date 8/18/2009 1 ' Location Tigard, OR Designed By AC Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Eave Report(Wall= 2) 8/18/2009 10:53am 2 LS 0.51 3.96 0.13 MS -3.98 9.30 0.43 LS 0.00 -1.23 3 LS 0.01 3.96 0.00 LS 0.00 9.30 0.00 LS 0.00 0.04 LOAD COMBINATION 8 8 : DL +CL +SL /2 +AUX1 EAVE ANALYSIS: Shear(k ) Moment(.f -k ) Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 .0.00 -0.01 0.0,0 0.00 0.00 0.00 2 0.5.1 -0.51 0.00 - 3...98 15.67 0.00 3 0.01 0.0.0 0.00 0.0.0 0.33 0.00 STRENGTH /DEFLECTION: Span Shear(k ) Moment(.f -.k ) - - -- Mom +Shr Deflection(in) . Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0.01 3.96 0.00 RS 0..00 9.30 0.00 LS 0.00 0.04 . 2 LS 0.51 3..96 0.23 MS - 3..9.8 .9.30 0..43 LS 0.00 -1.23 .3 LS 0.01 3.96 0.00 LS 0.00 9.3.0 0.00 LS 0.00 0.04 DEFLECTION: LOAD COMBINATION # 1 : LL Span DEFLECTION(in) Id Calc Allow Ratio 1 0.03 2 - 0.86 2.51 0.34 3 0.03 LOAD COMBINATION # 2 : SL +Drift +Slide Span DEFLECTION(in) , Id Calc Allow Ratio 1 0.04 2 -1.08 2.51 0.43 Page 40 Of 77 Customer Amyx Construction Job No OE9 -6991 `' " Project Recycle Center- Winco Foods Date 8/18/200.9 , 4 4 Location Tigard, OR Designed By AC Size 19 x 32 x 10.5 x 12..1 Checked By 0.9 -6991 Eave Report(Wall= 2) 8/18/2009 10:53am 3 0.04 LOAD COMBINATION # 3 : 0.6DL +LL +0.7WP1 Span DEFLECTION(in) Id Calc Allow Ratio 1 0.04 2 -1.32 3.76 0.35 3 0.04 LOAD COMBINATION # 4 : 0.6DL +SL +0.7WS1 Span DEFLECTI.ON(in) Id Calc Allow Ratio 1 0.01 2 -0.32 .3.76 .0.08 3 0.01 09 -6991 Eave Strut Report(Wall= 4) 8/18/2009 10:53am • Wall Bay Eave Load ---- Axia1(k_ ) - - -- -- Moment(f -k ) -- Axl +Mom Id Id Part Id Calc Allow UC Calc Allow UC UC 4 1 10Z14 1 0.28 .9.75 0.03 - 2..0.0 9.3.0 0.22 0.24 2 0.28 9.75 0.03 .1.75 6.48 0.27 0.30 3 0.64 16.58 0.04 -0.54 15.81 0.03 0.07 4 0.48 16.58 0..03 - 2..6.1 15.81 .0.16 0.19 5 0.48 16..58 0.03 -0.52 15.81 0.03 0.06 6 0.64 16.58 0..04 -0.17 15.81 0.01 0..0.5 09 -6991 Eave Report(Wall= 4) 8/18/2009 10:53am EAVE STRUT Wall .Id = 4 EAVE LAYOUT: Page 41 Of 77 Customer Amyx Construction Job No 09 -6991 4 Project Recycle Center- Winco Foods Date 8/18/2009 ? '+ ti 0 Location Tigard, OR Designed By AC iNEW 011040 MEMO + N ` Size 19 x 32 x 10.5 x .12.1 Checked By • 09 -6991 Eave Report(Wall= 4) 8/18/2009 10:53am Bay Span Eave Span --- Lap(.ft) -- Load No. No. Unit Total . Id Id Part (ft) Left Right Width Brace Row Weight Weight 1 10Z14 0.33 1.14 0 1 1.5 1.5 1 2 10Z14 31.33 1.14 2 2 140.4 140.4 3 10Z14 0.33 1.1,4 0 1 1:5 1.5 Total(lb)= 143.4 Purlin DL= 3.93 (psf ) • LOAD COMBINATION # 1 : DL +CL +LL SAVE ANALYSIS: Shear(k ) Moment(f -k ) Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.00 -0.01 0.00 0.00 0.00 0.00 2 0.42 -0.42 0..00 -3..27 15.67 0.00 3 0.01 0.00 0.00 0..00 0.33 0..00 STRENGTH /DEFLECTION: Span Shear(k ) Moment(.f -.k ) - - -- Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow .UC Loc UC Calc Allow 1 RS -0.01 3.96 0.00 RS 0.00 .9.30 0.00 LS 0.00 0.03 2 LS 0.42 3.96 0.11 MS -3.27 9..30 0.35 LS 0.00 -1.01 .3 LS 0.01 3.96 0.00 LS 0.00 9.30 0.00 LS 0.00 0.03 LOAD COMBINATION # 2 : DL +CL +SL +Drift +Slide SAVE ANALYSIS: Shear(k ) Moment(f -k ) Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.00 -0.01 0.00 0.00 0.00 0.00 2 0.51 -0.51 0.00 -3.96 15.67 0.00 Page 42 Of 77 . Customer Amyx Construction Job No 09 -6991 8+ �` Project Recycle Center- Winco Foods Date 8/18/2009 • • 4 A Lo ca ti on Tigard, OR Designed By AC Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6.991 Eave Report(Wall= 4) 8/18/2009 10:53am ' 3 0..01 0.00 0.00 0..0.0 0.33 0.00 STRENGTH /DEFLECTION: Span Shear(k ) Moment(f -k ) - - -- Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0.01 3.96 0.00 RS 0.00 9.30 0.00 LS 0.00 0.04 2 LS 0.51 3.96 0.13 MS -3.96 9.3.0 0.43 LS 0.00 -1.23 3 LS 0.01 3..96 0.00 LS 0..00 9.30 0.00 LS 0.00 0.04 LOAD COMBINATION # 3 .: DL +CL +0.75LL +.0.7.5WP1 EAVE ANALYSIS: Shear(k ) Moment(f -k ) Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Lo.c Lap Sup 1 0.00 -0.01 0..00 0.00 0.00 0.00 2 0..50 -0.50 0.00 -3.93 15.67 0.00 3 0.01 0.00 0.00 0.00 0.33 0.00 STRENGTH /DEFLECTION: Span Shear(k ) Moment(.f -k ) - - -- Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS - 0...01 3.96 0.00 RS 0.00 .9.30 0.00 LS 0.00 0.04 2 LS 0.50 3.96 0.13 MS -3..93 9.30 0.42 LS 0.00 -1.22 3 LS 0.01 3.96 0.00 LS 0.00 9.30 0..00 LS 0.00 0.04 LOAD COMBINATION # 4 : DL +CL +0.75SL +0.7.5WP1 . EAVE ANALYSIS: . Shear(k ) Moment(f -k ) Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.00 -0.01 0..00 0..00 0..00 0.0.0 Page 43 Of 77 Customer Amyx Construction Job No 09 -6991 Y<, o Project Recycle Center- Wincc Foods Date 8/18/2009 - ..4 1 ����g y,ti Lo cation Tigard OR Designed By AC • Size 19 x 32 x 10 x 12.1 Checked By • 09 -6991 Eave Report(Wall= 4) 8/18/2009 10:53am 2 0.57 -0.57 0.00 -4.45 15.67 0.00 3 0.01 0.00 0.00 0.00 0.33 0.00 - STRENGTH /DEFLECTION: Span Shear(k ) Moment(f-k ) - - -- Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow .1 RS -0.01 3.96 0.00 RS 0.00 9.30 0.00 LS 0.00 0.05 2 LS 0.57 3.96 0.14 MS -4.45 .9.30 0.48 LS 0.00 -1.38 3 LS 0.01 3.96 0.00 LS 0..00 9.30 0.00 LS 0.00 0.05 LOAD COMBINATION .# 5 : 0.6DL +WS1 EAVE ANALYSIS: Shear(k ) Moment(f-k ) Span Left Left Right Right Left Left MidSpan Right Right • Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup .1 0.00 0.01 0..00 0.00 0.00 0.00 2 -0.46 0.46 0..00 3..58 .15.67 0.00 3 -0.01 0.0.0 0.00 .0.00 0.33 0.00 STRENGTH /DEFLECTION: Span Shear(k .) Moment(f -k ) - - -- Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS 0.01 3.96 0.00 RS 0.0.0 9.30 0.00 LS 0.00 -0.04 2 LS -0..46 3.96 0.12 MS 3..5.8 6.48 0.55 LS 0.00 1.11 3 LS -0.01 3.96 0.00 LS 0.00 .9.30 0.00 LS 0.00 -0.04 LOAD COMBINATION # 6 : DL +CL +SL /2 SAVE ANALYSIS: Shear(k ) Moment(f-k ) Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 44 Of 77 1 Customer Amyx Construction Job No 09 -6991 1 ?�� ; .� ., i Project Recycle Center- Winco Foods Date 8/18/2009 i i i , ,. vw ! Location Tigard, OR Designed Byj AC yi. Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Eave Report(Wall= 4) 8/18/2009 10:53am 1 0.00 -0.01 0.00 0.00 0.00 0.00 2 0.28 -0.28 0.00 -2.23 15.67 0.00 . 3 0.01 0.00 0.00 0.00 0.33 0.00 STRENGTH /DEFLECTION: Span Shear(k .) Moment(f -k ) - - -- Mom +Shr Deflection(in) Id Loc Calc Allow DC Loc Calc Allow DC Loc UC Calc Allow 1 RS -0.01 3.96 0.00 RS 0..00 9.30 0.00 LS 0.00 0.02 2 LS 0.28 3.96 0.07 MS -2.23 .9.30 0.24 LS 0.00 -0.69 3 LS 0.01 3.96 0.00 LS 0.00 9.30 0.00 LS 0..00 0.02 LOAD COMBINATION # 7 : DL +.CL +SL /2 +AUX1 SAVE ANALYSIS: Shear(k ) Moment(f-k ) Span Left Left Right Right Left Left MidSpan Right Right • Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.0.0 -0.01 0.00 0.00 0.00 0.00 2 0.5.1 -0.51 0.00 -3.98 15.67 0.00 3 0.02 0.00 0.00 0.00 0.33 0.00 STRENGTH /DEFLECTION: Span Shear(k ) Moment(f-k ) - - -- Mom +Shr Deflection(in) .Id Loc Calc Allow DC Loc Calc Allow DC Loc DC Calc Allow 1 RS -0.01 3.96 .0.00 RS 0.00 9.30 .0.00 LS 0.00 0.04 2 LS 0.51 3..96 0.13 MS -3..98 9.30 0.4.3 LS .0.00 -1.23 3 LS 0.01 3.96 0.00 LS 0.00 9.30 0.00 LS 0.00 0.04 LOAD COMBINATION # 8 : DL +CL +SL /2 +AUX1 EAVE ANALYSIS: Shear(k ) Moment(f-k ) Span Left Left Right Right Left Left MidSpan Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup Page 45 Of 77 Customer Amyx Construction Job No 09 -6991 4 d v Project Recycle Center- Winco Foods Date 8/18/2009 Location Tigard, OR Designed By AC Size 19 x 32 x 10.5 x 12.1 Checked By • 09 -69.91 Eave Report(Wall= 4) 8/18/2009 10:53am 1 0.00 -0.01 0.00 0.00 0.00 0.00 2 0.51 -0.51 0.00 - 3.98 15.67 0.00 3 0.01 0.00 0.00 0.00 0.33 0.00 STRENGTH /DEFLECTION: Span Shear(k ) Moment(f -k ) - - -- Mom +Shr Deflection(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS -0.01 3.96 0.00 RS 0.00 .9.30 0.00 LS 0.00 0.04 2 LS 0.51 3.96 0.13 MS -3.98 9.30 0.43 LS 0.00 -1.23 3 LS 0.01 3.96 0.00 LS 0.00 9..30 0.00 LS 0.00 0.04 DEFLECTION: LOAD COMBINATION # 1 : LL Span DEFLECTION(in) Id Calc Allow Ratio .l 0.03 2 -0.86 2.51 0.34 3 0.03 LOAD COMBINATION # 2 : SL +Drift +Slide Span DEFLECTION(in) Id Calc Allow Ratio 1 0.04 2 -1.08 2.51 0.43 3 0.04 LOAD COMBINATION # 3 : 0.6DL +LL +0.7WP.1 . Span DEFLECTION(in) Id Calc Allow Ratio 1 0.04 2 - 1.32 3.76 0.35 3 0.04 LOAD COMBINATION # 4 : 0.6DL +SL +0.7WS1 Page 46 Of 77 Customer Amyx Construction Job No 09 -6991 1,`4.- ; y� + Project Recycle Center- Winco Foods Date 8/18/200.9 9 v Location Tigard, OR Designed Byi AC F77.4 , 4; gMlig Size 19 x 32 x 20.5 x 12.1 Checked By 09 -6991 Eave Report(Wall= 4) 8/18/2009 10:53am Span DEFLECT.ION(in) Id Calc Allow Ratio 1 0.01 2 -0.32 3.76 0.08 3 0.01 09 -6991 Strut Bolt Report 8/18/2009 10:53am RAFTER CONNECTION: Location Purlin Eave Strut RE Welded Clip Welded Clip EAVE STRUTS: Wall ---- Bolt_Selected - -- Bolt_Capacity Id Id Type No. Type Dia Wshr Calc Shear Bear Ratio 2 1 RF 2 GR5 0.500 1 1.34 8.25 4.38 0.30 2 2 RF 2 GR 0.5.00 1 1.34 8.25 4.38 0.30 4 .1 RF 2 GR.5 0.500 1 0.64 8.25 4.38 0.15 4 2 RF 2 GR 5 0.500 1 0.64 8.25 4.38 0.15 09- 699.1 Screw Report 8/28/2009 1.0:53am PANEL: Tensile Thick Yield Strength Part (in) (ksi ) (ksi ) 26 PER 0.019 80.00 94.40 PANEL SCREWS: Dia Washer Space Tension Zone Part (in) (in) (ft) (k ) Page 47 Of 77 PI 1 1 Customer Amyx Construction Job No 09 -6991 Project Recycle Center- Winco Foods Date 8/18/2009 l k Location Tigard, OR Designed By AC 61 • Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Screw Report 8/18/2009 10:53am Interior 4411024 0.21 0.50 1.0.0 2..80 . Edge 4411024 0.21 0.50 1.00 2.80 Corner 4411024 0.21 0.50 1.00 2.80 • PURLIN SCREW LAYOUT: Purlin Surf Wind Bay Loc Space Id Id Id Id Id Part (ft) - - -- - - -- - -- - -- 2 1 1 1 5 10Z12 2.42 .2 1 1 3 5 10Z12 2.42 2 1 1 4 2 10Z12 2..42 2 1 1 5 5 10Z12 2..42 2 1 1 6 6 10212 2.42 2 2 1 1 5 10Z12 2.42 .PURLIN SCREW CHECK: Allow Wind Purlin Panel Screw Surf Wind Bay Loc Suction Load Pullout Pullover Tension Max Id Id Id Id (psf ) (.k ) (.k ) (k ) (k ) UC - - -- - - -- - -- - -- _ 2 1 1 .1 17.70 .0...04 0.41 0.44 0.75 0.11 2 1 1 3 53.10 0..13 0.41 0.44 0.75 0.32 2 1 1 4 53.10 0..13 0..4.1 0..44 0.75 0.32 2 1 1 5 53.10 . 0.13 0.41 0.44 0.75 0..32 2 1 1 6 53.10 .0..13 (1.4.1 0.44 0.75 0.32 2 2 .1 1 17.70 .0.04 .0.4.1 0..4,4 0.75 0.11 Loc Id Description 1 Interior .3 Left edge 4 .Top Edge 5 Right edge 6 Bottom edge 09 -6991 Roof Design Weight Summary 8/18/2009 10:53am Roof Purlins = 13.97.76 Eave Struts = 286.72 Roof Bracing = 9.01 Wall Bracing = 7.97 Total = 1701.47 Page 48 Of 77 Customer Amyx Construction Job No 09 -6991 >1 /* AA P R . ; Project Recycle Center- Winco Foods Date 8/18/2009 t. A . j Location Tigard, OR Designed Byl AC 4 Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6.991 Roof Design Warning Report 8/18/2009.10:53am • 09 -6991 Roof Design Warning Report .8/18/2009 10:53am .. No Warnings • • Page 49 Of 77 Customer Amyx Construction Job No 09 -6991 1• ran Project Recycle Center- Winco Foods Date 8/18/2009 I 4 Location Tigard, OR Designed Byl AC Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Sidewall Design Code 8/18/2009 10:51am STRUCTURAL CODE: Design Basis : WS Hot Rolled Steel : AISCO5 Cold Formed Steel : NAUS01 BUILDING CODE: Wind Code : IBC 06 Seismic Zone : D MODULUS OF ELASTICITY Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) 09 -6991 Flush Girt Design Report 8/18/2009 10:51am GIRT LOCATION: Bay No. Girt Id .Id Girt 1 1 1 5.0.00 GIRT SPAN: Bay No. Girt Id Id Girt .1 1 1 30.50 GIRT SIZE: Bay No. Girt Id Id Girt 1 1 .1 8Z14 GIRT INSIDE FLANGE BRACE: No. Brace/Bay .1 2 GIRT ACTIONS: Bay Girt Ld ---- Shear(k ) - -- -- Moment(f -k ) -- Mom - -- Deflect(in) -- Page 50 Of 77 Customer Amyx Construction Job No 09 -6991 Project Recycle Center- Winco Foods Date 8/18/2009 + Location Tigard, OR Designed Byl AC Size 19 x 32 x 10.5 x..12.1 Checked By 09 -6991 Flush Girt Design Report 8/18/2009 10:51am Id Id Id Calc Allow DC Calc Allow UC Shear Calc Allow UC 1 1 WP -0.44 5.01 0.09 -3.32 6.75 0.49 0.14 -1.28 4.07 0.31 WS -0.49 5.01 0.10 3.72 .4.39 0.85 0.17 1.43 4.07 0.35 09 -6991 Weight Summary 8/18/2009 10:51am Girts = 113.46 Frame Openings = 0.00 113.46 09 -6.991 Sidewall Design Warning Report 8/18/2009 10:51am Page 51 Of 77 Customer Amyx Construction Job No 09 -6991 W*A1 RSV 4 01 0 4AWARA Project Recycle Center- Winco Foods Date 8/18/200.9 Location Tigard, OR Designed By AC Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Sidewall Design Code 8/18/2009 10:52am STRUCTURAL CODE: Design Basis : WS Hot Rolled Steel : AISCO5 Cold Formed Steel : NAUS01 BUILDING CODE: Wind Code : IBC 06 Seismic Zone : D MODULUS OF ELASTICITY Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (.ksi ) 09 -6991 Flush Girt Design Report 8/18/2009 10:52am GIRT LOCATION: Bay No. Girt Id Id Girt 1 l 1 5.000 GIRT SPAN: Bay No. Girt id Id Girt 1 1 1 30.50 GIRT SIZE: Bay No. Girt Id Id Girt 1 1 1 8216 GIRT INSIDE FLANGE BRACE: . No._Brace /Bay 1 2 GIRT ACTIONS: Bay Girt Ld ---- Shear(k ) - -- -- Moment(f -k ) -- Mom - -- Deflect(in) -- Page 52 Of 77 Customer Amyx Construction Job No 09 -6991 „R 2 ire Project Recycle Center - Winco Foods Date 8/18/2009 Location Tigard, OP. Designed By AC Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Flush Girt Design Report 8/18/2009 10:52am • Id Id Id Calc Allow UC Calc Allow UC Shear Calc Allow UC 1 1 WP -0.37 2.56 0.15 -2.86 5.22 0.55 0.17 -1.36 4.07 0.33 WS - 0.42 2.56 0.16 3..20 3..39 0.9.4 0.22 1.53 4.07 0.38 09 -6991 Weight Summary 8/18/2009 .10:52am Girts = 90.8.9 Frame Openings = 0.00 90.8.9 09 -699.1 Sidewall Design Warning Report 8/18/200.9 10:52am • • Page 53 Of 77 Customer Amyx Construction Job No 09 -699.1 4 4. da IIMERV k • IV E v Project Recycle Center- Winco Foods Date 8/18/2009 :• .� 611 11 Location Tigard, OR Designed By AC Size 19 x 32 x 10.5 x 12.1 Checked By 0.9- 6.991 Endwall Design Code 8/18/2009 10:53am STRUCTURAL CODE: • Design Basis : WS Hot Rolled Steel : AISCO5 Cold Formed Steel : NAUS01 BUILDING CODE: Wind Code : IBC 06 Seismic Zone : D MODULUS OF ELASTICITY Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) • 09 -699.1 Column & Rafter Design 8/18/2009 10:53am MEMBER SIZES: Member Member Member --- Web_Size -- - .Flange_Size- Member Member Id Locate Part Depth Thick Width Thick Length Weight Col -1 0.0 Col -2 19.0 Total= 0.00 STRESS RATIO: Mem Load Control Id Id Axial Shear Moment Axl +Mom Shr +Mom UC COLUMN REACTIONS: Mem Load Reaction(k ) Id Id Horz(OP) Vert Horz(IP). COLUMN MEMBER DEFLECTIONS: Mem Load Deflection(in) Id Id Calc Allow Page 54 Of 77 Customer Amyx Construction Job No 09 -6991 �� " � 0 �t' Project Recycle Center- Winco Foods Date 8/18/2009 3 Location Tigard, OR Designed By AC Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Column Flange Brace Report 8/18/2009 10:53am COLUMN FLANGE BRACES Mem Column Brace_At Id Side Part Girt .Id 09 -6991 Base Plate & Anchor Bolt Design 8/18/2009 10:53am Base Plate Yield = 50.00 (ksi ) Concrete Bearing = 0.88 (ksi ) BASE SIZE: Column_Base -- Plate_Size(in) -- - Bolts(A36 )- Id Depth Width Length Thick Row Diam Gage BASE REACTIONS: Max_Tension +Shear Column -Max Comp- - Max_Tens- -Max Shear Tens Shear Id Ld Fy(k ) 'Ld Fy(k ) Ld Fx(k ) Ld Fy(k ) Fx(k ) Col -1 .1 0.0 1 0.0 9 0.2 .1 0.0 0.0 Col -2 1 0..0 .1 0.0 9 0.3 1 0.0 0.0 LOAD .COMBINATIONS: 1 - DL +CL +LL 9 - 0.6DL +WL1 +WS 09- 6.99.1 Flush Girt Design Report 8/18/2009 10:53am GIRT LOCATION: Bay No. Girt Id Id Girt 1 Page 55 Of 77 Customer Amyx Construction Job No 09 -6991 c^r , � $ Project Recycle Center- Winco Foods Date 8/18/2009 4 I Location Tigard, OR Designed By AC Size 19 x 32 r. 10.5 r, 12.1 Checked By • 09 -6991 Flush Girt Design Report 8/18/2009 10:53am 1 1 5.000 GIRT SPAN: Bay No. Girt Id Id Girt .1 1 1 18.333 GIRT SIZE: Bay No. Girt Id Id Girt 1 l 1 8Z16 GIRT INSIDE FLANGE BRACE: No. /Bay 1 GIRT ACTIONS: Bay Girt Ld -- Shear(k ) - -- -- Moment(.f -k ) -- Mom+ --- Deflect(in) -- Id Id Id Calc Allow UC Calc Allow UC Shear Calc Allow UC _ 1 1 WP 0.28 2.56 0.11 -1.27 5.22 .0.24 0.04 -0.22 2.44 .0.09 WS 0.31 2.56 0.12 1.42 4.1.3 0.34 0.05 0.24 2..44 0.10 09 -6991 Endwall Design Warning Report 8/18/2009 10:53am .. No Warnings 0.9 -6991 Endwall Weight Summary 8/18/2009 10:53am FORCED SPACING: Total Column Weight = 0.00 Total Rafter Weight = 0.00 Total Girt Weight = 54.63 Total Door Jamb Weight = 0..00 Total Bracing Weight = 0..00 Total Clips Weight = 3.30 Total Endwall Weight = 57.9.3 Page 56 Of 77 Customer Amyx Construction Job No 09 -6991 r Project Recycle Center- Wince Foods Date 8/18/2009 Z " Location Tigard, OR Designed By AC 15111t4 w ?a k.. te%tiX' . • Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Rigid Frame Design Code 8/18/2009 10:59am STRUCTURAL CODE: Design Basis : WS Hot Rolled Steel : AISCO5 Cold Formed Steel : NAUSO1 BUILDING CODE: Wind Code : IBC 06 Seismic Zone : D MODULUS OF ELASTICITY Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 2.9500 (ksi ) 09 -699.1 Transverse Stiffener Report 8/18/2009 .10:59am No Stiffeners Required. .09- 6.99.1 Base Plate and Anchor Bolt Design 8/18/2009 10:59am Base Plate Yield = 50.00 (ksi ) Concrete Bearing = 0.88 (ksi ) Bolt Shear Stress= 11.6.0 (ksi ) • BASE PLATE & BOLT SIZE: -- Column_Base -- -- ,Plate Size(in) -- -- Bolts(A36 )- - Shear(k )- Loc. Typ Depth Width Length Thick Row Diam Gage Limit UC Left P 9.9 6.0 10..50 .0.300 2 0.750 .4.00 11.0 0.06 - Right P 9.9 6.0 10.50 0.500 2 .0.750 4.00 13.4 0.07 BASE REACTIONS: Max_.Tension +Shear Max_Shear +Tension Column -Max Comp- Tens Shear -Max Shear Shear Tens Page 57 Of 77 Customer Amyx Construction Job No 09 -6991 tlftq • ? ' PREM � Project Recycle Center- Winco Foods Date 8/18/2009 r • Location Tigard, OR Designed By AC • Size 19 x 32 x 10.5 x 12.1 Checked By • 09 -6.991 Base Plate and Anchor Bolt Design 8/18/2009 10:59am Loc. Ld Fy(k ) Ld Fy(k ) Fx(k ) Ld Fx(k ) Ld Fx(k ) Fy(k ) Left 4 4.6 19 -2.1 0.5 4 1.1 19 0.5 -2.1 Right 3 4.5 21 -2.8 1.4 21 1.4 21 1.4 -2.8 WELDS: Outside_ Flange_ To_ Base Inside_ Flange_ To Base Web_ To Base Base Shear(k /in ) Shear( ) Shear(k/in ) Id Size Typ Calc Rn /sf Size Typ Calc Rn /sf Size Typ Calc Rn /sf Left 0.188 Fl 0.27 2.78 0.188 F2 0.13 2.78 0.188 F.1 0.12 2.78 Right 0.188 Fl 0.36 2.78 .0.18.8 F2 0.18 2..78 0.188 Fl 0.15 2.78 LOAD COMBINATIONS: 3 - DL +CL +SL +Drift +Slide 4 - DL +CL +SL +Drif.t +Slide 19 - 0.60DL +LW1 21 - 0.60DL +LW2 .09 -69.91 Bolted - End - Plate Design 8/18/2009 10:59am Splice Yield = 50.00 (ksi ) Splice Member Web - Splice(in)- Ten - -- Load(k ,f -k ) -- ---- Bolts(A_325 ) I.d Typ Loc. Depth Width Thick Loc I.d Axl Shr Mom Row Diam Space Gage - -- -- - -- - -- - - -- 1 VEE .1- 2 7..48 6.0 0.500 Top 4 1 4 9 2 0.750 4.00 3.50 Bot 19 0 -2 4 2 0.750 4.00 3.50 2 VEE 2- 3 7.48 6.0 0.500 Top 3 1 -4 9 2 0.750 4.00 3.50 Bot 22 -1 2 8 2 0.750 4.00 3.50 WELDS: Outside_ Flange_ To_Bep Inside_ Flange_ To_Bep Web_To_Bep Splice Shear(k /in ) Shear(k/in ) Shear(k/in ) Id Side Size Typ Calc Rn /sf Size Typ Calc Rn/sf Size Typ Calc Rn /sf • l L 0.188 F2 0.84 2.78 0.188 F2 0.44 2.78 0.188 F2 0.64 2.78 1 R 0.188 F2 1.05 2.78 0.188 F2 0.46 2.78 0.188 F2 0.87 2.78 2 L 0.188 F2 1.07 2.78 0.188 F2 0.89 2.78 0.188 F2 0.89 2.78 2 R 0.188 F2 0.86 2.78 0.188 F2 0.85 2.78 0.188 F2 0.79 2.78 LOAD COMBINATIONS: Page 58 Of 77 Customer Amyx Construction Job No 09 -6991 � Center- Winco Foods Date 8/18/2.009 Project Recycle Cent�r L ocation Designed By AC r� Tig ard, OR � y Size 19 x 32 x 10.5 x.12.1 Checked By 09 -6991 Bolted- End -Plate Design 8/18/2009 10:59am 3 - DL +CL +SL +Drift +Slide 4 - DL +CL +SL +Drift +Slide .19 - .0.60DL +LW1 22 - 0.60DL -LW2 09 -6991 Stiffener Report 8/18/2009 10:59am Stiffener Yield = 50.0 (ksi ) STIFFENER SIZE: - - -- Stiffener - -- -- Web(in) -- - Stiffener_ Size(in)- Location No. Depth Thick Width Thick Length Left Col 1 9.45 0.190 3.00 0.250 9.45 Right Col .1 9.45 0.190 .3.00 .0.25.0 9.45 STIFFENER DESIGN: Stiffener - -- Tension(k ) - - -- - Compression(k ) -- Max Location Load Calc Pn /sf Load Calc Pn /sf CC Left Col 1.9 5.4 44.9 4 12.3 71..9 0.17 j Right .Col 22 10.3 44.9 3 12.4 71.9 0.23 WELDS: --- S.ti.ff_To_Flg. /EP - -- Stif.f_To_Web---- Stiffener Shear(k /in ) Shear(k /in ) Location Size Typ Calc Rn /.sf Size Typ .Cale Rn /sf Left Col 0.1.88 F2 0.68 2..78 0..18.8 Fl .0.65 2..78 Right Col 0.288 F2 1.30 2.78 0.18.8 Fl .0.65 2.78 LOAD COMBINATIONS: 3 - DL +CL +SL +Drift +Slide 4 - DL +.CL +SL +Drift +Slide 19 - 0.60DL +LW1 22 - 0.60DL -LW2 Page 59 Of 77 Customer Amyx Construction Job No 09 -6991 e Project Recycle Center- Winco Foods Date 8/18/2009 Location Tigard, OR Designed By AC S ♦ Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Flange Brace Report 8/18/2009 10:59am Flange Brace Yield= 36.0 ksi Girt /P.urlin Yield= 55.0 ksi Flange Brace Bolt = 0.500 (GR_5 ) (.1 Washer ) Surf No Web Brace Calc -- Brace_UC -- Conn Id Brace Lac Side Part Depth Dist Force Comp Tens UC 1 0 2 0 3 0 • 09 -6.991 Special Segment Report 8/18/2009 10:59am FLANGE PLATE:(a) -- Initial -- - Required -- Width Thick Width Thick Locate (in) (in) (in) (in) Lt Col 4.0 0.210 6..0 0..250 Rt Col 4.0 0.210 6.0 0.2.50 WEB PLATE: (b) Initial Required Load Shear Web Shear Shear Web Shear Shear Axial Moment Force Thick Calc Allow Thick Calc Allow Locate Id (k. ) (f -k ) (k ) (in) (ksi ) (ksi ) (in) (ksi ) (ksi ) Lt Col .4 1.5 9.2 .14..1 0.190 7..84 .17.96 0..190 7.84 17.96 Rt Col 3 0.8 9.5 14.8 0.1.9.0 8.23 17.96 0.190 8.23 17.96 WEB DESIGN: Locate H Av Kv Cv Lt Col 9.45 7.11 13.83 1.00 Rt Col 9.45 7.90 12.16 1..00 (a)DS_BUILD(frame37) =2 .. see help. (b)DS_BUILD(frame36) =3 .. see help. LOAD COMBINATIONS: Page 60 Of 77 Customer Amyx Construction Job No 09 -6991 � Project Recycle Center- Winco Foods Date 8/18/2009 , L ocat i on Designed B AC Tigard, OR 4 y� Size 19 x 32 x 10.5 x 12.1 Checked By 09 -69.91 Special Segment Report 8/18/200.9 10:59am 3 - DL +CL +SL +Drift +Slide • 4 - DL +CL +SL +Drift +Slide 0.9 -6991 Design Summary Report 8/18/2009 10:59am FRAME: Id = 1 Type = RF Line Id= 1 MEMBERS: Mem Seg1 Flange Web Depthl Plate_ Thickness I MaxUCV I Max_UCO I Max UCI Id Id I Len WidlStrt End! Web 0 -fig I- figIId Ld UcvlId Ld Ucolid Ld Uci 1 .1 9.6 4.0 9.4 9.4 0.190 0.210 0.21,0 1 4 0.03 3 4 0.2.8 3 4 0.37 2 2 18.2 3.9 7.5 7.5 0.270 .0.205 .0.20.5 14 3 0.15 14 3 0.43 14 3 0.45 3 3 10.1 4.0 9.4 9.4 0.190 0.210 0.210 15 3 0.03 15 3 0.28 15 3 0.38 HOT ROLLED MEMBERS: Surf Member Member Id Id Part 1 1 W10X12 2 2 W8X10 3 3 W1.0X12 LOAD COMBINATIONS: 1 - DL +CL +LL 2 - DL +CL +LL 3 #- DL +CL +SL +Drift +Slide 4 #- DL +.CL +SL +Drift +Slide .5 - DL 6 - DL 7 - DL +CL +0.75LL +0.75WL1 8 - DL +CL +0.75LL +0.75WR1 9 - DL +CL +0.75LL +0.75WL2 10 - DL +CL +0.75LL +0.75WR2 11 - DL +CL +0.75SL +0.75WL1 12 - DL +CL +0.75SL +0.75WR1 13 - DL +CL +0.75SL +0.75WL2 14 - DL +CL +0.75SL +0.75WR2 .15 - 0..60DL +WL1 16 - 0.60DL +WR1 17 - 0..60DL +WL2 Page 61 Of 77 Customer Amyx Construction Job No 09-6991 S BE9 Project Recycle Center- Winco Foods Date 8/18/2009 g I7 p 4 ftrro..S.44. Location Tigard, OR Designed Byl AC • t'Z iOW1 Size 1.9 x 32 x 10.5 x 12.1 Checked By 09-6991 Design Summary Report 8/18/2009 10:59am 18 - 0.60DL+WR2 19 - 0.60DL+LW1 20 - 0.60DL-LW1 21 - 0.60DL+LW2 22 - 0.60DL-LW2 23 - 1.10DL+1.10CL+0.70SEIS 24 - 1.10DL+1.10CL-0.70SEIS 25 - 1.07DL+1.07CL+0.75LL+0.52SEIS 26 - 1..07DL+1.07CL+0.75LL-0.52SEIS 27 - 1.07DL+1.07CL+0.52SEIS 28 - 1.07DL+1.07CL-0.525E15 29 - DL/2+0.70SEIS 30 - DL/2-0.70SEIS 31 - 1.10DL+1.10CL+0.70LSEIS 32 - 1.10DL+1.10CL-0.70LSEIS 33 - 1_07DL+1.07CL+0_75LL+0.52LSEIS 34 - 1.07D1+1.07CL+0.75LL-0.52LSEIS 35 - 1.07DL+1.07CL+0_75S1+0.52LSE15 36 - 1.07DL+1.07CL+0.75SL-0.52LSEIS 37 - DL/2+0.70LSEIS 38 - DL/2-0.70LSEIS 39 - 1.10DL+2.10CL+0.70SEIS 40 - 1.10DL+1.10CL-0.705EIS 41 - 1.07D1+1.07CL+0.75LL+0.52SEIS 42 - 1.07DL+1-07CL+0.75LL-0.52SEIS 43 - 1.07DL+1.07CL+0.52SEIS 44 - 1.07DL+1.07CL-0.52SEIS 45 - DL/2+0.70SEIS 46 - DL/2-0.70SEIS FRAME AREA: • Frame Area = 27.74 Building Area= 214.54 Ratio= 0.13 WEIGHTS: Member 1 2 3 Weight (lb) 114 270 218 Total Weight (lb) Frame Members = 402 Interior Col. = 0 Conn. Plates = 48 Base Plates = 18 Trans Stiff = 0 468 Paae 62 Of 77 Customer Amyx Construction Job No 09 -6991 1 a •11 s ' '" Project Recycle Center- winco Foods Date 8/18/2009 y 9 1 Location Tigard, OR Designed By AC • Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Design Summary Report 8/18/200.9 10:59am REACTIONS.: (Sidewall Columns) . Load Left Column Right_Column Id Fx(k ) Fy(.k ) Fz(k ) M(f -k ) Fx(k .) Fy(k ) Fz(k ) M(f -k ) 1 0.94 3.78 0.00 0.00 -0.94 3.76 0.00 0.00 2 0.94 3.81 0.00 0.00 -0..94 3.73 0.00 0.00 3 1.13 4.54 0.00 0.00 -1.13 4.52 0.00 0.00 4 1.13 4.57 0.00 0.00 -.1.13 4.49 0.00 0.00 5 0.12 0.58 0.00 .0.00 - .0..12 0.57 0.00 0.00 6 0..12 0.58 0.00 0.00 -.0.12 0.57 0.00 0.00 7 0.55 2.23 0.0.0 0.00 -0.36 1.51 0.00 0.00 8 0.35 2.24 0.00 0..00 -0.36 1.52 0.00 0.00 9 0.54 1.81 0.00 0.00 -0.35 1.93 0.00 0.00 10 0.55 1.82 0.00 .0.00 -0.36 1.94 0.00 0.00 11 0.69 2.80 0.00 0.00 -0.50 2.07 0.00 0.00 12 0.70 2.81 0.0.0 0.00 ' -0.51 2.08 0.00 .0.00 .13 0.69 2.38 0.00 0.00 -0.50 2..4.9 0.00 0.00 14 0.69 2.39 0..00 0.00 -0.50 2. -50 0.00 0.00 15 -0..19 -0.72 0.00 0.0.0 0.44 - 1..6.3 0.00 0.00 16 -0.19 -0.71 0.00 .0..00 0.44 -.1.62 0.00 0.00 .17 -0.19 -1.28 0.00 0.00 0.45 -1.07 0.00 0.00 18 -0.19 -1.27 0.00 0.00 0.4.4 -1.05 0.00 0.00 19 -0.52 -2.11 0.00 0.00 0.63 -2..54 ' .1.02 0.00 20 -0.51 -2.11 0.00 0..00 0.63 -1.88 0.00 0.00 21 -0.21 -1.81 0.00 0.0.0 0.93 -2.85 1.02 0.00 ` 22 -0.21 -1.80 0.00 0.0.0 0.93 -2.19 0.00 0.00 23 -0.04 0.59 0.00 0.00 -0.38 1..02 0.00 0.00 24 0.39 1.03 0.00 0.00 0.03 0.57 0.00 0.00 25 0.59 2.91 .0.00 0.00 -0.91 3.21 0.00 0.00 26 0.91 3.25 0.0.0 0.00 -0.60 2.87 0.00 0.00 27 0.01 0.62 0.00 0.0.0 -0.32 0.94 0.00 0.00 28 0.33 0.95 0.00 0.00 -0.02 0.61 0.00 0.00 29 -0.16 0.07 0.00 0..00 -0.26 0..5.1 0.00 0.00 3.0 0.28 0.51 0.00 0.00 0..14 0.06 0.00 0.00 31 0.08 0.71 0..00 0.00 -0.27 0.61 0.89 0.00 32 0.27 0.91 0.00 0.00 -0..08 0.98 0.00 0.00 33 0.68 3..00 0.00 0..00 -0..82 2.90 0.66 0.00 .34 0.83 '3..16 0.00 -0.0.0 - 0..6.9 3.18 0.00 0.00 . 35 0.83 3..58 0.0.0 0.00 -0..97 3.47 0.66 0.00 36 0.97 3.73 .0.00 0.00 -0.83 3.74 0.00 0.00 37 -.0.04 0.19 0.00 0.00 - .0..15 0.10 0.89 0.00 38 0.16 0.39 0.00 0.00 0.03 0.47 0.00 0.00 DEFLECTIONS : (in) Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan Page 63 Of 77 o Customer Amyx Construction Job No 09 -6991 • Project Recycle Center- Winco Foods Date 8/28/200.9 Location Tigard, OR Designed By AC • t, ..,=, $ 4 Size 19 x 32 x 10.5 x 12.1 Checked By • 09 -6991 Design Summary Report 8/18/2009 10:59am 1 0.03 0.03 -0.35 2 0.01 0.01 -0.35 3 0.04 0.03 -0.42 • 4 0.01 0.01 -0.42 5 0.00 0.00 -0.04 6 0.00 0.00 -0.04 7 -0.02 -0.03 -0.20 8 -0.02 -0.03 -0.20 9 -0.06 -0.06 -0.20 10 -0.06 -0.06 -0.20 11 -0.02 -0.02 -0.25 12 -0.02 -0.02 -0.25 13 -0.06 -0.06 -0.25 .14 -0.06 -0.06 -0.25 15 -0.05 -0.05 0.07 16 -0.05 -0.05 0.07 17 -0.10 -.0.09 0.08 18 -0.09 -0.09 0.08 19 -.0.04 -0.04 0.14 20 -0.04 -0.04 0.14 21 -0.21 -0.21 0.14 22 -0.21 -0.21 0.14 23 0.18 0.18 -0.07 24 -0.17 -.0.17 -0.06 25 0.15 0.15 -0.28 26 -0.12 -0.12 -0.28 27 0.13 0.13 -0.06 28 -0.13 -0.23 -0.06 29 0.17 0.17 -0.02 30 -0.17 -0.17 -0.02 31 0.08 0.08 -0.07 32 -0.07 -0.08 -0.06 33 0.08 0.07 -0.28 34 -0.04 -0.05 -0.28 35 0.08 0.08 -0.33 36 -0.04 -0.04 -0..33 37 0.08 0.08 -0.02 38 -0.08 -0.08 -0.02 DEFLECTIONS RATIO: Lateral Dell Load @ Top Of Col Vert Dell Id Left Right @ Midspan 1 3880 4393 656 2 .11059 14905 657 3 3191 3611 543 4 8975 12026 544 Page 64 Of 77 Customer Amyx Construction Job No 09 -6991 Q ' "� t 4 I Project Recycle Center- Winco Foods Date 8/18/2009 ‘444 1 Location Tigard, OR Designed By AC Size 19 x 32 x 10.5 x 12.1 Checked By 0 -6991 Design Summary Report 8/18/2009 10:59am 5 46873 55675 5146 6 46873 55675 5146 7 4689 4618 1145 8 4777 4698 1142 .9 1954 1993 1153 10 1974 2013 1149 11 5325 5123 900 12 5439 5223 .898 .13 2049 2074 905 14 2071 2096 903 .15 2285 240.1 305.1 16 2312 2429 3083 17 1216 1275 2977 18 1226 1285 3017 1.9 2808 2997 1622 20 2813 3003 1614 21 547 573 1595 22 547 572 .1597 2.3 .64.9 679 34.43 24 677 704 3614 ' 25 776 820 813 26 990 1015 820 27 869 909 3559 28 91.8 953 3694 29 662 690 9615 30 671 699 11073 31 1.40.9 1476 3488 32 1546 1603 3557 33 1524 1630 815 34 2649 2647 818 35 145.5 156.1 683 36 2834 2800 685 37 1458 .1523 9.976 38 1506 1567 105.53 MAX DEFLECTION: Type Deflect Span /Deflect Limit Live Vertical -0.36 633. 180. Horizontal Drift -0.21 547. 60. . P -DELTA .CHECK:(Effective Length) - Max Deflect Ratio ' Left Column: 0.0430 Right Column: 0.0453 Page 65 Of 77 Customer Amyx Construction Job No 09- 6.9.91 7 I Project Recycle Center- Winco Foods Date 8/18/2009 4 5 I I Location Tigard, OR Designed By AC • Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Design Summary Report 8/18/2009 10:59am Max first order drift (in) = 0.31 Max second order drift (in) = .0.30 Ratio second /first = 0.98 09 -6.991 Flange Hole Check 8/18/2009 10:59am LOAD COMBINATIONS: 09 -6991 Rigid Frame Clearances 8/18/2009 10:59am VERTICAL CLEARANCE: Location Span X_Coord Y_Coord Left_Col 108.87 .9..92 108.87 Right_Col .12.6.22 218..08 126.22 Midspan HORIZONTAL CLEARANCE: Location Span X Coordl X Coord2 Left_Col - Right_Col 20.8..26 9.87 218.13 09 -6991 Rigid Frame Design Warnings 8/18/2009 10:5.9am .. No Warnings Page 66 Of 77 Customer Amyx Construction Job No 09 -69,91 ., Project Recycle Center- Winco Foods Date 8/18/2009 to KJ Location Tigard, OR Designed By AC Size 19 x 32 x 20.5 x 12.1 Checked By 09 -6991 Rigid Frame Design Code 8/18/2009 11:27am STRUCTURAL CODE: Design Basis : WS Hot Rolled Steel : AISCO5 Cold Formed Steel : NAUS0.1 BUILDING CODE: Wind Code : IBC 06 Seismic Zone : D MODULUS OF ELASTICITY Hot Rolled Steel : 29000 (ksi ) Cold Formed Steel : 29500 (ksi ) 09 -6991 Transverse Stiffener Report 8/18/2009 11:27am No Stiffeners Required. 09 -6992 Base Plate and Anchor Bolt Design 8/18/2009 11:27am Base Plate Yield = 50.00 (.ksi ) Concrete Bearing = 0.88 (ksi ) Bolt Shear Stress= 11.6.0 (ksi ) BASE PLATE & BOLT SIZE: -- Column_Base -- -- Plate_Size(in) -- -- Bolts(A36 )- - Shear(.k )- Loc. .Typ Depth Width Length Thick Row Diam Gage Limit U.0 Left P 9..9 6..0 1.0.50 0.500 2 0.7.50 4..00 .12.2 0..06 Right P 9.9 6.0 10.50 0.500 2 0.750 4.00 13.7 0.07 BASE REACTIONS: Max_Tension +Shear Max_Shear +Tension Column -Max Comp - Tens Shear -Max Shear Shear Tens Page 67 Of 77 • Customer Amyx Construction Job No 09 -6991 4 • Project Recycle Center- Winco Foods Date 8/18/2009 I Location Tigard, OR Designed By AC ONO VILA Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Base Plate and Anchor Bolt Design 8/18/2009 11:27am Loc. Ld Fy(k ) Ld Fy(k ) Fx(k ) Ld Fx(k ) Ld Fx(k ) Fy(k ) Left 4 4.5 19 -2.1 0.6 4 1.3 19 0.6 -2.1 Right 3 4.5 21 -2.8 1.4 21 1.4 21 1.4 -2.8 WELDS: Outside_ Flange_ To_ Base ins,ide_Flange_To_Base Web_To_Base Base Shear(k /in ) Shear(k/in ) Shear(k/in ) Id Size Typ Calc Rn /sf Size Typ Calc Rn /sf Size Typ Calc Rn /sf Left 0.188 Fl 0.27 2.78 0.188 F2 0.13 2.78 0.188 Fl .0.23 2:78 Right 0.1.88 Fl 0.36 2..78 0..288 F2 0.18 2.78 0.188 Fl 0.15 2.78 LOAD COMBINATIONS: 3 - DL +CL +SL +Drift +Slide .4 - DL +CL +SL +Drift +Slide 19 - 0.60DL +LW1 21 - 0.60DL +LW2 09 -6991 Bolted- End -Plate Design 8/18/2009 12:27am Splice Yield = 50.00 (ksi ) Splice Member Web - Splice(in)- Ten - -- Load(k ,f -.k ) -- ---- Bolts(A325 ) Id Typ Loc. Depth Width Thick Loc Id Axl Shr Mom Row Diam Space Gage - -- -- - -- - -- - - -- 1 VEE 1- 2 7.48 6.0 0.500 Top 4 1 4 9 2 0.750 4.00 3.50 Bot .19 0 -2 4 2 0.750 4.00 3.50 2 VEE 2- .3 7.48 6.0 0.500 Top 3 1 -4 1.0 2 0.750 4.00 3.50 Bot 22 -1 2 8 2 0.750 4.00 3.50 WELDS: Outside_ Flange_ ToBep Inside_ Flange_ To_Bep Web_To_Bep . Splice Shear(k /in ) Shear(k/in ) Shear(k/in ) Id Side Size Typ Calc Rn /sf Size Typ Calc Rn /sf Size Typ Calc Rn /sf .1 L 0.188 F2 0.83 2.78 0.188 F2 0.44 2.78 0.188 F2 0.63 2.78 1 R 0.188 F2 1.04 2.78 0.188 F2 0.47 2..78 0.188 F2 0.86 2.78 2 L 0.188 F2 1.11 2.78 .0.188 F2 0...88 2.78 0.188 F2 0.92 2.78 2 R 0.1.88 F2 0.89 2.78 0.188 F2 0.84 2.78 0.188 F2 0.77 2.78 LOAD COMBINATIONS: Page 68 Of 77 Customer Amyx Construction Job No 09 -6991 ,• Project Recycle Center- Winco Foods Date 8/18/2009 I i Location Tigard, OR Designed By AC ki Size 19 x 32 x 10.5 x 12.1 Checked By 1 09 -6991 Bolted -End -Plate Design 8/18/2009 11:27am 3 - DL +CL +SL +Drift +Slide . 4 - DL +CL +SL +Drift +Slide 19 - 0..60DL +LW1 22 - 0..600L -LW2 09 -6991 Stiffener Report 8/18/2009 11:27am Stiffener Yield = 50.0 (ksi ) STIFFENER SIZE: - - -- Stiffener - -- -- Web(in) -- - Stiffener_ Size(in)- Location No. Depth Thick Width Thick Length Left Col 1 9.45 0.190 3.00 0.250 9.45 Right Col 1 9.45 0.290 3.00 .0.25.0 9..45 STIFFENER DESIGN: - Stiffener - -- Tension(k ) - - -- - Compression(k ) -- Max Location Load Calc Pn /sf Load Calc Pn /sf CC Left Col 19 5.5 44.9 4 12.2 71.9 0.17 Right Col 22 10.1 44.9 3 12..9 71.9 0.23 WELDS: --- Stiff_To_Flg /EP - -- S.tif.f_To_Web---- Stiffener Shear(k /in ) Shear(k /in ) Location Size Typ .Cale Rn /sf Size .Typ .Cale Rn /sf Left Col 0..1.88 F2 0.69 2.78 0.1.88 Fl 0.6.4 2.78 Right Col 0..18.8 F2 1.28 2.78 .0.188 Fl .0.68 2.78 LOAD COMBINATIONS: 3 - DL +CL +SL +.Drift +Slide 4 - DL +CL +SL +Drift +Slide 19 - 0.60DL +LW1 22 - 0.600L -LW2 Page 69 Of 77 • CA : Customer Amyx Construction Job No 09 -6991 is .a '� ; t: Project Recycle Center- Winco Foods Date 8/18/2009 04 rt �•:, � ��, a Location Tigard, OR Designed By AC 6 S, Size 19 x 32 x 10.5 x 12.1 Checked By • 09 -6991 Flange Brace Report 8/18/2009 11:27am Flange Brace Yield= 36.0 ksi Girt /Purlin Yield= 55.0 ksi Flange Brace Bolt = 0.500 (GR 5 ) (1 Washer ) Surf No Web Brace Calc --Brace DC -- Conn Id Brace Loc Side Part Depth Dist Force Comp Tens UC l 0 2 0 3 0 09 -6991 Special Segment Report 8/18/2009 11:27am FLANGE PLATE:(a) -- .Initial -- - Required -- Width Thick Width Thick Locate (in) (in) (in) (in) Lt Col 4.0 0.210 6.0 0.250 Rt Col 4.0 0.21.0 6.0 0.250 WEB . PLATE:(b) Initial Required Load Shear Web Shear Shear Web Shear Shear Axial Moment ,For.ce Thick Calc Allow Thick Calc Allow Locate Id (k ) (f -k ) (k ) (in) (ksi ) (ksi ) (in) (ksi ) (ksi ) Lt Col 4 1.6 9.1 13..9 0.190 7.73 17.96 0.190 7.73 17..96 Rt Col 3 0.9 9.8 15.3 0.290 8.53 17.96 0.190 8.53 17.96 WEB DESIGN: Locate H Av Kv Cv Lt Col 9.45 7.11 13.83 1.00 Rt Col 9.45 7.90 12.16 1.00 (a)DS_BUILD(frame37) =2 .. see help. (b)DS_BUILD(frame36) =3 .. see help. LOAD COMBINATIONS: Page 70 Of 77 Customer Amyx Construction Job No .09 - 6991 v ✓t R,�%' �" l Project Recycle Center- Winco Foods Date 8/18/2009 >` " Location Tigard, OR Designed Byl AC .0% W1114 ikligit • Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Special Segment Report 8/18/2009 11:27am 3 - DL +.CL +SL +Drift +Slide . 4 - DL +CL +SL +Drift +Slide 09 -6.991 Design Summary Report 8/18/2009 11:27am FRAME: Id = 2 Type = RF Line Id= 2 MEMBERS: Mem Segl Flange IWeb_Depthl Plate Thickness I Max_UCV I Max_UCO I MaxUCI Id Id I Len WidIStrt End! Web 0 -flg I- flgIId Ld UcvlId Ld UcolId Ld Uci .1 1 8.6 4.0 9.4 9.4 0.190 0.210 0.210 1 4 0.03 3 4 0.28 3 4 0.36 2 2 1.8.2 3.9 7.5 7.5 0.170 0.205 .0.205 .14 3 0.15 14 3 0.44 14 3 0.47 3 3 9.4 4.0 9.4 9.4 0.190 0..2.10 .0.2.10 15 3 .0.03 15 3 0.29 15 3 0.39 HOT ROLLED MEMBERS: Surf Member Member Id Id Fart 1 1 W10X12 2 2 W8X10 3 3 W10X12 LOAD COMBINATIONS: 1 - DL +CL +LL 2 - DL +CL +LL 34- DL +CL +SL +Drift +Slide 4 #- DL +CL +SL +Drift +Slide 5 - DL 6 - DL , 7 - DL +CL +0.75LL +0.75WL1 8 - DL +CL +0.75LL +0.75WR1 9 - DL +CL +0.75LL +0.75.WL2 1.0 - DL +CL +0.75LL +.0.75WR2 12 - DL +CL +0.75SL +0.75WL1 . 12 - DL +CL +0.7.5SL +0.75WR1 13 - DL +CL +0..7.5SL +0.75WL2 . 14 - DL +CL +0.75SL +0.75WR2 15 - 0.60DL +WL1 16 - 0.60DL +WR1 .17 - .0.60DL +WL2 Page 71 Of 77 Customer Amyx Construction Job No 09 -6991 !! . Project Recycle Center- Winco Foods Date 8/18/2009 1 . Location Tigard, OR Designed By AC Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Design Summary Report 8/18/2009 11:27am .18 - .0.60DL +WR2 Y• .19 - 0.60DL +LW1 20 - 0.60DL -LW1 21 - 0.60DL +LW2 22 - 0.60DL -LW2 23 - 1.10DL +1.10CL +0.70SEIS 24 - 1.10DL +1.10CL- 0.70SEIS 25 - 1. +1.07CL +0.75LL +0.52SEIS 26 - 1.0 +1.07CL +0.75LL- 0.52SEIS 27 - 1.07DL +.1.07CL +0.52SEIS 28 - 1.07DL +1.07CL- 0.52SEIS 2.9 - DL /2 +0.70SEIS 30 - DL /2- 0.70SEIS 3,1 - 1..10DL +1.10CL +0.70LSEIS 32 - 1.10DL +.1.10CL- 0.7.0LSEIS 33 - . 1.0 +1.07CL +.0.75LL +0.52LSEIS 34 - 1.07DL +1.07CL +0.75LL- 0.52LSEIS 35 - .1. +1.07CL +0.75SL +0.52LSEIS 36 - 1.07DL +1.07CL +0.75SL- 0.52LSEIS 37 - DL /2 +0.70LSEIS 38 - DL /2- 0.70LSEIS 39 - 1..10DL +1.10CL +0.70SEIS 40 - 1.10DL +.1.10CL- .0.70SEIS 41 - 1..07DL +1.07CL +0.75LL +0.52SEIS 42 - 1..07.DL +1.07CL +0.75LL- 0.52SEIS 43 - 1.07DL +1.07CL +0.52SEIS 44 - .1.07DL +1..07CL- 0.52SEIS .45 - DL /2 +.0.70SEIS 46 - DL /2- 0.70SEIS FRAME AREA: Frame Area = 26.37 Building Area= 214.54 Ratio= 0.12 WEIGHTS: Member 1 2 3 Weight (lb) 102 170 111 Total Weight (lb) Frame Members = 383 Interior Col. = 0 Conn. Plates = 48 Base Plates = 18 • Trans Stiff = 0 44,9 Pare Customer Amyx Construction Job No 09 V ` Project Recycle Center- Winco Foods Date 8/18/ 72 Of 77 2009 Location Tigard, OR Designed By - 6991 ' I 40E0 mad AC • z Size 19 x 32 x 1.0.5 x 12.1 Checked By 09 -6991 Design Summary Report 8/18/2009 11:27am ' REACTIONS: (Sidewall Columns) . Load Left Column Right_Column Id Fx(k ) Fy(k ) Fz(k ) M(f -.k ) .Fx(k ) Fy(k ) Fz(k ) M(f -k ) 1 1.04 3.75 0.00 0.00 -1.04 3.76 0.00 0.00 2 1.04 3.77 0.00 0.00 -1.04 3.7.3 0.00 0.00 3 1.26 4.51 0.00 0.00 -1.26 4.52 0.00 0.00 4 1.26 4.53 0.00 0.0.0 -1.2.6 4.49 0.00 0.00 5 0.13 0.56 0.00 0.00 -0.13 0.56 0.00 0.00 6 0.13 0.56 0.00 0.00 -0.13 0.56 0.00 0.0.0 7 0.60 2.19 0.00 0.00 -0.4.1 1.51 0.00 0.00 8 0.60 2_.20 0.00 0.0.0 -0.41 1.52 0.00 0.00 , 9 0.60 1.77 0.00 0.00 - 0.41 1.93 0.00 0.0.0 10 0.60 1.78 0.00 0.00 -0.41 1.94 0.00 0.00 11 0.76 2.76 0.00 0.00 -0.57 2.08 0.00 0.00 12 0.76 2.77 0.00 0.00 -0.58 2.0.9 0.00 .0.00 13 0.76 2.34 0.00 .0.00 -0.57 2.50 0.00 0.00 14 0.76 2.35 0.00 0.00 -0.57 2.5.1 0.00 0.00 .15 -0.22 -0.74 0.00 0.00 0.47 -1..63 0.00 0.00 16 -0.22 -0.73 0.0.0 0.00 .0.47 - 1...62 0.00 0.00 .17 -0.22 -1.30 0.00 0.0.0 0.48 -1..07 0.00 0.00 18 -0.22 -1.29 0.00 0.00 0.47 - .1.05 0..00 0.00 • 19 -0.58 -2.12 .0.00 0.00 0.70 -2.55 1.02 0.00 2.0 -0.58 -2.12 0.00 0.00 0..69 -1..89 0.00 0.00 21 -0.26 -1.84 0.00 0.00 0.98 -2.83 1.02 0.00 22 -0.26 -1.84 0.00 0.00 0.98 -2.17 0.00 0.00 23 -0.03 0.58 .0.00 0.00 -0.39 .0.99 0.00 0.00 2.4 0.42 0.99 0.00 0.00 0.00 0.58 0.00 0.00 25 0.67 2.89 0.00 0.00 -0.9.8 3.1.9 0.00 0.00 26 1.00 3.20 0.00 0.00 -0.69 2.88 0.00 0.00 27 0.02 0.6.1 0.00 0.00 -0.33 0.91 0.00 0.00 28 0.35 0.91 0.00 0.00 -.0.04 0.61 .0.00 0.00 29 -0.16 0.08 0.00 .0.00 - 0..2.6 0.4,8 0.00 0.00 30 0.29 .0.48 0.00 0.00 0.13 0.08 0.00 .0.00 3.1 0.09 0.6.9 0.00 0..00 -.0.28 0.5.9 0.89 0.00 32 0.29 0.88 0.00 0.0.0 - .0.11 0.9.8 0.00 0.00 33 0.7.6 2.98 0.00 0..0.0 - .0..90 2..89 0.66 0.00 34 0.91 3.12 0.00 0.0.0 -.0.77 3.18 0.00 0.00 35 0.93 3.55 0.0.0 0.00 -1.07 3.46 0.6.6 0.00 36 ,1.07 3.69 .0.0.0 0.00 -0..93 3.75 0.00 . 0.00 37 -0.03 0.29 0.00 0.00 -0.26 0.08 0.89 0.00 38 0.17 0.37 0.00 0.00 0.02 0..48 0.00 0.00 DEFLECTIONS : (in) Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan Page 73 Of 77 Customer Amyx Construction Job No 09 -6991 eY 1 f 42311 • Project Recycle Center Winco Foods Date 8/18/2009 . �I Location Tigard, OR Designed By AC Size 19 x 32 x 10.5 x 12.1 Checked By ' 09 -6991 Design Summary Report 8/18/2009 11:27am • 1 0.05 0.04 -0.34 2 0.03 0.03 -0.34 3 0.06 0.05 -0.41 4 0.04 0.03 -0.41 5 0.00 0.00 -0.04 6 0.00 0.00 -0.04 7 0.00 -0.01 -0.19 8 0.00 -0.01 -0.19 9 -0.04 -0.04 -0.19 10 -0.04 -0.04 -0.19 11 0.00 0.00 -.0.25 12 0.00 0.00 -0.25 13 -0.03 -0.03 -0.24 14 -0.03 -0.03 -.0.24 1.5 -0.04 -0..04 0..07 16 -0.04 -0.04 0.07 .17 -0.08 -0.08 0.08 18 -0.08 -0.08 0.07 1.9 -0.04 -0.04 0.14 20 -0.04 -0.04 0.14 21 -0.18 -0.18 0.14 22 -0.18 -0.18 0.14 23 0.15 0.15 -0.07 24 -.0.13 -0.23 -0..06 25 0.14 0.13 -0.27 26 -0.08 -0.08 -0.27 27 0.11 0.11 -0..06 28 -.0.10 -0.20 -0.06 29 0.14 0.14 -0..02 30 -0.14 -0.14 -0.02 31 0.07 0.07 -0.06 32 -0.06 -.0.06 -0.06 33 0.08 0.08 -0.27 34 -0.02 -0.02 -0.27 35 0.08 0.08 -0.32 36 -0.01 -0.01 -0.32 37 0.06 0.06 -0.02 38 - .0.06 -0.06 -0.02 DEFLECTIONS RATIO: Lateral Defl Load @ Top Of Col Vert Defl Id Left Right @ Midspan 1 2252 2593 676 2 3397 4036 677 3 .1854 2134 560 4 2787 3309 561 Page 74 Of 77 Customer Amyx. Construction Job No 09 -6991 0 : Project Recycle Center- Winco Foods Date 8/18/2009 tj .41 �� 1 N NW Location Tigard, OR Designed By AC Size 19 x 32 x10.5 x, 12.1 Checked By A , 09 -6.991 Design Summary Report 8/18/2009 11:27am 5 22006 25717 5307 6 22006 25727 5307 7 20900 17181 1183 8 22724 18281 1179 .9 2849 2974 1293 10 2891 3016 1188 .1.1 99999 99999 930 12 79547 99999 .927 13 3378 3458 936 14 3438 3515 933 15 2449 2688 3125 16 2479 2721 3158 17 1248 1366 3034 • 18 1259 1377 3075 1.9 2487 2771 1658 20 2491 2776 1660 21 .581 634 1622 22 581 634 1623 23 707 770 3462 24 780 844 3829 25 758 .836 834 26 1372 1448 849 27 938 1023 3600 28 1068 1154 3888 ' 29 733 796 9257 30 758 .822 12437 ' 31 1485 1624 3555 32 1855 1997 3712 33 1323 1476 838 34 6060 5860 845 35 2223 1369 703 36 9217 81.82 707 37 1596 2737 9957 3.8 1723 1866 11282 MAX DEFLECTION: Type Deflect Span /Deflect Limit Live Vertical -0.35 652.. 1.80.. Horizontal Drift -0.18 _581. 60. P -DELTA CHECK:(Effective Length) ' Max Deflect Ratio Left Column: 0.0434 Right Column: 0.0467 Page 75 Of 77 Customer Amyx Construction Job No 09 -6991 ;y, :: 1 Project Recycle Center- Winco Foods Date 8/18/2009 • $ Location Tigard, OR Designed Byl AC 0 • ei Size 19 x 32 x 10.5 x 12.1 Checked By • • 09 -6991 Design Summary Report 8/18/2009 11:27am Max first order drift (in) = 0..26 Max second order drift (in) = 0.25 Ratio second /first = 0.98 09 -6991 Flange Hole Check 8/18/2009 11:27am LOAD .COMBINATIONS: 09 -6991 Rigid Frame Clearances 8/18/2009 21:27am VERTICAL CLEARANCE: Location Span X_Coord Y Coord Left_Col 108.87 9.92 1.08.87 Right_Col 126.22 21.8.08 12.6.22 Midspan HORIZONTAL CLEARANCE: Location Span X Coordl X Coord2 Left_Col - Right_Col 208.26 9.87 2.18.13 • 0.9 -6.991 Rigid Frame Design Warnings 8/18/2009 11:27am r., .. No Warnings Page 76 Of 77 Customer Amyx Construction Job No 09 -6991 R4s.'velj 'el ri Project Recycle Center- Winco Foods Date 8/18/2009 , � A Location Tigard, OR Designed By AC Size 19 x 32 x 10.5 x 12.1 Checked By 09 -6991 Design Warning Summary 8/18/2009 11:27am DESIGN CONTROL .. No Warnings LEFT ENDWALL .. No Warnings FRONT S.IDEWALL .. No Warnings RIGHT ENDWALL .. No Warnings BACK SIDEWALL .. No Warnings ROOF .. No Warnings COMPONENT .. No Warnings PARTITION WALL No Warnings SOLDIER DESIGN • .. No Warnings CRANE DESIGN Page 77 Of 77 '• Customer Amyx Construction Job No 09 -6991 V • I Project Recycle Center- Winco Foods Date 8/18/2009 h �� kk �� ' "' % yI Location Tigard, OR Designed By AC , Size 19 x 32 x 10.5 x 12.1 Checked By .. No Warnings RIGID FRAME #11 .. No Warnings RIGID FRAME #2 .. No Warnings 1 , 4.', r 4 y v' 6 ffr