Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
19503 63rd Ave NE_035666_2026
o ca w c � � � rn o LL JZ) aD � c CT 3 d c a c ccaa no t O v v l G as o ° ai CLZ o (5 (.5oiAii c: QO ai ca W ❑ ❑ ❑ ❑�❑ Q _ U 0 r o D Q W am Nt O W M ~ It W CV W 0 � :C • 0 O Z c 0 U Z 0CMZa c o 2 CM LV �O ma V E m e ZCL a aa� co .. W a�`� v o 3 � 3 o E � Z ❑ ❑ ❑ ❑ ❑ ❑ d a Q U O o 0 a W U) ac O Z _I Z v c a. IL W o o c cn ~ °o o C.) o IL a_ O N N c J N c t p i �1 U w ❑ ❑ ❑ ❑ r ❑ ❑ ❑ ❑ ❑ ❑ ❑ C �r � d p a w o CO a a N _ Q '0 Y w J 1 mO ca J N :3 C +. ~ J a. O 3 c N c7 cc 0 c co UC7inii ai a, aH W 0000 � 0 ' o 0. 's Qw � � L c� O Ll w CIS z v) L l�l co w H �a t ca NN Z o a or V as p �' Lu d. a Q o 0 o o Er � Z 000000 ( O U. Z _I Z v c a � l V� W ` 0 O� O ~ c c o H o c > C� g O ca cn �) o a o 0 Z n' O a� CJ v) co c cn Z` Z r O N C J N mac— c L CO i � � OOO c 0000000 � p m l W >� o �` (A a W ~ rn o o coo Q = c a ca o > c 7 c �. cs p Y Cl) o c ai CLZ o o C'3UC7cnii a v Q W W N LU p wo� -�. a 0 < OZ Z cd Z c H rn c aD ❑ ❑ m ° w H F Z vi c j a m �,. W L o m N cn Z C 0. 0 LL 0 (A a OC W Z ❑ ❑ D 0o O o O U) Z ' ���►.+r J J O 0) O Z At Q Z a° co p CD Uo ca U o a O CL U N C C C Q > ` N V) J '"' C V o0 N N J(� • Nil ❑ 13 ❑ 0 C 0 0 0 ❑ 0 ❑ � p ' w o F- a a W as v) o J p Q a a C a = C N O w asN \ 1 0C p ` cC J a � 3 c ,Y LU C7UC7 � ii M QH � Q :? w 000000 o o co � U o r a w o v C1 W rn M ° ~ w a w 0) O A ; D Z , = s l,, Q O a o 1 Z cd Z Z o ` cJ a U w c F O v> - Z c rn 0 0 Q U p m o c o 0 0w a. V ( c`o(a CDo : c CO (� � Z) to c a LL0CD0X0 W � 0 3 a 3 o E Z 0� 0000 0. a a U O p m aiLL N) 0 O Z J Z -p C a LL as (1) � g o o a � �' a g ,� o z a 0 0 � cm U L �b i�;n � O U IL U 5 Z) LL LL 2 0 ° V' � 000 � a 0000000 � c � p Lu m a W cis rn 4 `o c�a J p c < a � � � o c c .. ca O Q" �- W CD 0 cNa co c c J a. z `L C7 U a Q � m � a; W 00000� 0 o r o a 1-1aL N a W o oWC �' m 1„ Q Q z c m CM c w `a E rn c 4) i ( �Z as Z) am a: 0z U) 0 cc 0a� W aD v o 3 3 o E � Z 000000 O. a a U o p 0) o ', LL V) a a) p O Z Jz v c aLL Z � ` W Q o � N ;° °' 9 CD JO O N ~ p D Cts U O Z I a 0 a) °c r -0 M U c ✓ Q > ca N J v1 ` 0 7 U 0 N L A? CIScu 0000 c 0000000 r p a�i M W O CL U) d a) C Y W 01 O cc 3 < o (� o a ~ v �, > cc c d � c ca p O Y 1 I ccaa o ° (aU) � •� z o o �3 W dUdcnii s Q � m o W ❑ ❑ ❑ ❑ ❑ ❑ O �, -� U o r A o n ^� h Q 0. \ CM7 W 0)W o 0~C ,1 rn Q O Q p i Z c a_ U 2 Z ' c a) 0 0 a s V ID o z v 0z a LL � � C7 � � c .+ W aE� v o 3 3 o E z 1 ❑ ❑ ❑ ❑ 4. a a U O o a `o � a V� LL .0 C O J Z 3 c a � r� Z � s �0 > L t 6 - a } w c Z' 2 +Z � 0 aoiCA c � `� carte o Q > E N M J ( L' "O O U O 0 L_ C w O a -6 w co ca ° o J /� \ r 3 U o , O pC m 0 ° 2 2 ai aZ Y`o LU C7UC'3 AIL O aW cv H W Ir W CMw 0) Er X — 0)OG Q O a o Z z U H O c� Z w c a� c v) --rZ T v) ❑ ❑ m ° w F= S ca " s cc 2 O � C O 0 a ` U C a) O O O Z vi co U U a U w I- C s c O +' co (d L cn Z U- 0 (A (D CC 0 +. 2 c W N ❑ ❑ ❑ ❑ ❑ ❑ W aD -D 0 3 w o � Em z V) N a, O O Z J Z -v c a LL • Q O r :. o w O O� O �, .co °' o � � a� c J O V ;d M p O v o Z a 0 0 w OCl) a Ilki rn 0 m c 0 co ' ❑ ❑ ❑ ❑ N ❑ ❑ ❑ ❑ ❑ ❑ ❑ C y Lu > W o Q Wcis � O k / 2 2 2 \ 2 / ƒ > TJ c 2 E S E _ s Q § p ■ CO § § ■ 75 ) a- z 0 / � 3 ƒ / n a- 0 2 � O ❑ O O O ❑ % 2 D If C\l in LLI a: cr L J w � o o 3 CD L - 9 ❑ ❑ m W ± 2 ® C � �i ƒ ° _ 0 @ K " g 2 U- o % d cc 2 @ - dCD a R k 2 \ \ ❑ ❑ q ❑ ❑ ❑ � at0 , Q g Z o \ } W O 0 a 0) CO o } @ U / k 0 � • 2 u ° IL ' m 2 \ 2 % 7 _ M c .. Q > § § § k / " / k 0 k O Q � Q Eq ƒ 0 L L ' ❑ O ❑ O a ❑ ❑ ❑ O O q � c � - a m 1 Lu o CL ° Cn a rn 00 as c cA o > LU LU c N d l=V^c� a C ca M 0 N as C =O 7 N 7 J a Z o 0 �U ' 0 U C7 Ln M s CC CO CD ui Q w °' O �1 Q O Q (( Z c� .� Z U 2 k O Z 'cc c a� Q i c7 ❑ m V W ! ~ C p� CO Zvi CXS "- ca � Q. Z ¢ d Li O U) 00 � V W (D v o 3 � 3 E o �i z ❑ ❑ ❑ ❑ O d a a 0 0 0 o H � N � o �\\ I^ 0O Z • J Z o (� r 1 d: At jO � � -- r. ) a CEO �O J o 0 � � o o o Z ►�•� CL 0 a) (°n � (L ca v o Q > cts ((a J -0 0 :3 U 0 co L ��6. yT � ❑ ❑ U d ca U V n LL LL 2 y00• Vr ❑ ❑ ❑ ❑ d ❑ ❑ ❑ ❑ ❑ ❑ !41 C Q+ ON W o F,.- �� � c oY � A J � a) - 1 O c 3ca c Q Et 0 c }� I C CO p L cd � J M I 0Z o o ti, 9 i UJ C 000)) LL � ..9 rn L W 000A00 O ,0 t y m OL �^ Ll cc Z w c c� rn = Z c(S 0) ZC o W a : Ca co L N Z r d U- m (n (D 0 E v c c w ;� g CD000000 d CL Q U O D 3 0 m 1 U a o ° ,t m d 4 ti O Z J Z v c c- o LL W co tj 4- - cis N CO kA >- i rn 0 c O cc Q > ca —i �t 1 '� o D °o m t b ' � 0000 J a 0000000 m r H p V (q � c �c W rn ° o Cc J o 3 Q v a +. .o cA oc > C-u c a N oas o cc Z W Y :. (7 U U) o ILO 3. ai w ❑ ❑ D ❑ ❑ Q H o 0 o � ro Q W W � cc w S U 2 p rnz c a) Z ❑ ❑ m o c� c z _ ca 0z CL Li0U) C70°c Z " 0 c� V � L (D 5 — N W a�`� v o 3 3 0 E o Z ❑ ❑ ❑ ❑ ❑ ❑ a a U o o 5 W 0 CC w V) � U) 0 O Z —JZ 'ac- a `L w At O = :° a' o L c CD > c� Q c o ca Ln O o o z dJ 0 C.) o v rn - 'c z O cli N COO Q � c O N 0 w 1�� ❑ U CL U V m LL LL 2 2 O CL CD W > G �- a LU cC rn O 0 co Y O > V C L- n <Lca C cC d O [[ V U ` 0 cca O O ca N a. Z ii � .� QO m �` a? W ❑ ❑ ❑ ❑ ❑ Q J U r 1 ` c' o n d Q W a) � F. + O IL in CV W W +� ► LU s Q O ¢ o J �� a O c� N � U� Z 2 w O Z co c a) Z � w c � ? rn = z Q ` ❑ m O W ^ _ C T ca l m CD C Z co t o a " Z) c zLU ' ` a LL ocnc7oC � V Ei w �� a � n"� Z oo ❑ 000 � � a: CL IT O a, 0 �+ as a) c0 tJ �, > _ �(� Q c o o > rr Ucts O Z J O co) O 1' 0 C U) c ✓ ,,'� Q > m ° J 1 v o = ° O U) a� ❑ ❑ ❑ ❑ C ❑ '7] ❑ ❑ ❑ ❑ M � > LLJo CL C/) a W cti v o 0 �y J �J c ' Q M c a —D o 1 cts 0 � � Z Y o W o (.5(7 ii5 Q � O 3. c H :3 :? W 000000 Q —iU r o 9 Ll Q W a) U W h d ir cr 0 Z ® M Q D Q O Z z Z O U cd Z rn rn _ Q ( 0 m O w ~ C (� r C H Z N — s�1 a s �t V � a� : .@ -- as v Z) cz 2 a iiou 0 ° o V E . c a i C w 6 N a 0000 O a < 000 Lo D a r p W � � 0 Z At ¢ O � � ° � a p O > — = 0 O cis � O U O F. N O N N 0 as L L a > � ca N ( _3 � - CU0 N ' OO a 0000000 -d W e H a � • tip � .� � V WCis 1 "� •1 C co J Q a 3 c u� o j c aD G V 9v J V ` 0 cu p L- " c 75 co Q- O t� �? N 000000 a r , ,'' Q W�% !' O ZO a Zas c� Z W coU , � p Q, ? Z c a> c CD W L c0 O `� m +• �T cmC �,. °' Z m a: z t' U LL o U) a o[ o w �► �a 000000 L a 0 0 0 cu 0 o 5 0Er Z N� a ' LL t 0 4' Z J Z vin (a,)- v v .Z rv� Q W O� ' A[ > pCD All 0 _ � -- r• a go O O � p _� U O Z IL 0 U O O n _ ` a c0 C (A C a Q > ` COi ) J \ 1 o N OO N O O Y c�►� Q,� O ❑ U d U a Du- LL 20 • 0000 �� CL 00 �0000 N C o a 1 W a 1 � Q d o a cc > © a A2 co cc N1 aZ o o W C7UC7ioU- Om 3 o Wv 13 0 ❑Q ra —10 - � a W Itp cr N Q� M 19 O a ❑Z 0 c� ❑as z ❑ ❑c ❑N Z Z � o ~ m ca � � � !' c00 � cn Z a lL C7 OC 0 W 0 3 3 o E `(� Z ❑ ❑ ❑ ❑ ❑ ❑ y � N O Z J Z a�i a u_ O W ° QO w � N � � a Z O CD c � � c v � � c cd v1 J O N L ❑ ❑ ❑ ❑ N ❑ ❑ ❑ ❑ ❑ ❑ C 2S.- cLLJ 9 ~ O d w CL a) _ 0) 0 Y \A tol C ca O (� O J Q d Q '5 .0 r QrlC 0 7 C +� (U Uj 4— O cr U V i Q to C p ` C cn CL _ ai V) ❑ ❑ ❑ ❑ ❑ ❑ ( w v Lu OLD < O < a ly Z z .__ � c a) — Z Z � � J O �❑ m o U V �. s � � t ca Z N o F- a) EL A W cc co t o o V E co c ai � Z o '1 N � � cnC7oC � 0 0 ow3 ° o Er S ❑ ❑ ❑ ❑ ❑ ❑ aci n � 0 LL N� v) CD 0 O Z —i z c a LL • �O > O ° � a o — y- � (A Z' z h�� � O ` CD NUJ J � sooa� ✓� ''�4 Q as O (1)i � Ja 9 0 c p a�i 0 w �6' • �1t1Q`� ❑ ❑ U FLU p Z) LL O ❑ O ❑ O ,p c ❑ '�- ❑ 0 0 0 0 m O A U) a c Y W cb ry rn _o > ( a0 co c -� as G M O W o ° � w Q H 0 ,� W o O r 4 � U- p Z o .Lr U O Z .a c a) S as o LLI 0 a E � v �' Z iii N a cn ��, ) W t •c O c`u +' a3 m Z_ d li 0 (A C7 oC W " C O C ! V co ❑ ❑ ❑ ❑ ❑ ❑ IL a 0 0 0 o 0 0 0 � c � _ a5 m � LL.0 o- Z J Z v c a 0U O • � GW. Q ��`� OO :89 o c � ID > J O O O O O O O Z i a O U O c C -0 (C c Q > a) cd J 1 OD C 0 $ ai 0) b ' � ❑ ❑ ❑ ❑ C ❑ ❑ ❑ ❑ ❑ ❑ o CL W co c' ° o ca m c »- c _ A •a ca 3Fn Q c ¢ � \ a c cu lY� W co (D co c > > 0 CC V 0 C o J �� CLZ o c �' J 00(DC� ii c L a� N 000000 v �► Q O o t 0 0 LU LU LU '� N.► Q w (D v O N LU ca a (0.) 2 C O o O Z ca C N =_ Z i W L (0 o m O U J I C O) C Z N Z N Z �� CIS`Q a U- fn C7 ir 0 V N « c C 1 •+ W v o 3 3 o E w J Z 000000 d a 0 0 0 ° U `O pC fJ� C p VI p J Z v c aLL O � `v0 > � :�2 m w a� c � o co cn ° o o 0 0 •. o Z Z CLO w c v ( w °' cn 'c C C p cd C Ua U I V Z) LL LL 0 a 0X00000 m w 0 _ ~ CL C Y w c0 cm O O co r \1 i= > w N ` \ 0 N C O 7 (� o � � W C L) U3 ii J a Z Y`0 H C__ Q QO W ❑ ❑ ❑ ❑ ❑ ❑ J U o t �J f- a) � O a Q`� V I w CM w tm rs .0 W � � � oC o (� Q O a p z z ~- w ` W ca m 'e a co ZvCL i co Z L 0 U) 0 m c� V Er c ai i w �' N ❑ ❑ ❑ ❑ ❑ ❑ 0 0 o O o °C Z N d 'C � LL V� � y �, O O Z J Z c a LL LU N a 0 2 z ° m o a = g aD m O�C� pOC g Or- -cats — °o o 'o (� CL O g o .. co rn cn a CDC ct N C BCIS Q Fa) cotsJ T � O U O c�v t �� A� ❑ ❑ O a Z) LL LL 23: 2 O 0 / C G I 'T QI' ARL I fNIGTCIhJ CC]RJS3-TRIJCT I CJ P4 J:D,EFtM I T VD,EFRM I T P4CI _ QDZ3--5666 Owner: CITY OF ARLINGTON 238 N. OLYMPIC ARLINGTON 98223 Value of Work: $732, 733. 00 Tay: ID: 310515-004-012-00 Phone: 435-5785 Describe Work: SMALL OFFICE & COMPOSTING FACILITY Proposed Use: BIOSOLIDS COMPOSTING FACILITY Legal Description: ARLINGTON AIRPORT LOT 111 Job Address: 19503 63RD AVE HE Contractor's Name Type Address License# BOSS CONSTRUCTION GEN 4945 GUIDE MERIDIAN BOSSCI083N5 P E R M I T F E E S Equipment and Fixtures Number Fee Total Charge ----------------------- - ------- - ------- PLUMBING FIXTURES 5 fi10. 00 $50. 00 VENTILATION FANS 2 $7. 00 $14. 00 FURNACE/UNIT HEATER 1 $15. 00 $15. 00 S U B T O T A L. . . . . . $79.00 TOTALS Fee Permit Fee $4, 793. 50 EquipmeFixture re $50. 00 Mech Permit $24. 00 Plan Fee $6, 236. 36 Plumb Permit $25. 00 State fee $4. 50 �16q SIGNATURE, TOTAL FEE. . . . . . . . . . . . . . . . . $11, 164. 38 I HEREBY IFY HAT I HAVE READ A D EXAMINE TH APPLICATION AND PAYMENTS. . . . . . . . . . . . . . . . . . $0. 00 K W THE S E BE TRUE AND COR- R ��"F ALL P OV I OHS OF LAWS AND TOTAL DUE. . . . . . . . . . . . . . . . . $11, 164. 36 O U NANO S GO RN NG THIS TYPE OF W WI BE MP IED WITH WHETHER P N DATE RECEIPT # IFtk R OT. Av DIN OF I Al! i � � i r � i � �, . . � ,. .� - .,. I �� .. _ � � � i� � � _ , , �,� ' r ;. .� . _ `�.. Transfer In: 001.322.10.00 $4,921.50 001.346.83.00 $ 6,238.38 001.386.00.01 $4.50 Total $ 1,164 8 Signature: avi Anderson Transfer Out: 4fb6,st V, 35, $11,164.38 Signature: / Karen Latimer t/ Reference Building Permit NJ tuber#03-5666 .-. �, 4 TESUSTORM DRAIlN/ROAD = G1� 'Y O� LANDSCAPING INSPECTION REPORT Permit No: Date:j I hq C O Address/Lot No: t n S n NG� Contractor:_ osS Owner: Supervisor: h ¢ L Approval Correction Required Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360.435.0674 for re-inspection--24 hour notice required.. _ 1 'I � e v� �0 : S , 1 U�Sed CJ V � l\e� - Utz 1.\Ic��, Gow.n634 4—n Inspector: L I -- Date: I TYPE OF INSPECTION REQUESTED WF C STORM DRACY ROAD LAD(DSCAPING Silt Fence Pipe Sub-grade Irrigation Check Dam Catch Basin(s) Rock Soil Inlet Protection Manhole(s) Curb&Gutter Fertilizer Temp. Sed. Oil Separator(s) Sidewalk Bark Sheeting Down Spouts) Approach(s) Plants Straw Trash Rack/Overflow Sub-grade Trees Seeding Restrictor Rock Root Barriers Final Level Spreader AT8 Play Equipment Treatment Cl.B Asphalt Final Infiltration Striping Pond Signing j�� Ln 1 Yvi� ✓ t1 Final Final Z0 �Jt�d 8990---E0b 0Z :8T E00Z/b0/TT �r. I I I \`♦ , -\ �L+�Y4/ � '1��"�!`� �uA� `' •-y�luilil ,�4npy:�y;.,� ,dye. u;.{'d�:.'` � 1 ,\.. ��S_ _ -.*���.mm�vvrs� i m. m��4nm nua ?atttn+mrrsm+nrn �4nrnu,rn,«�! mms.�.,ac�? .,4mrm�mrnnmrr.m�mnmvoea�oo'ya. �] y yNnz00 5 W z m tTl C" Z n zOO �, '� x > O � s�. ,\ z � z � � .ytTj \ � nz � d n > > C) 00 c z ./ l� >Enr O o �, rn i o Lz7 0 z o d ' � rtTl tw C H z Bat t., I R y [ z ¢ cn rz rid 4J > It l: d > 3 _ > 1 a [_ n O O It a rt ° d n O ON y r 3 ,�,-- 1• it'- v'�s.'`s^,ogtn �� ��L'"��4r mrv�` '�".....o. ��' ,"yr �'�� ^/�� CITY" OF ARLINGTON, WASHINGTON --- BUILDING DEPARTMENT No building construction shE �commenced until permit holder [INSPECTION RECORD SHALLaREMAIN or his agent has posted this Inspection Record Card in a AT JOB SITE, cons icuous place on the premises. OWNER: 2 CONTRACTOR: !7 JOB ADDRESS: 7j LOT NUMBER TYPE GROUP NATURE of WORK: USE of BUILDING: �"�'^�CAL O -v� �/� O4 V V r //__ ✓ / PERMIT No: ICJ DATE ISSUED: INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB DEPARTMENT INSPECTION DATE INSPECTOR'S SIGNATURE FOOTING BUILDING FOUNDATION (360)435-0674 UNDERFLOOR Press#1 SHEARWALL PLUMBING(groundwork) GAS PIPING(groundwork) ROUGH PLUMBING '4- }U ROUGH GAS PIPING ROUGH HEATING&VENTILATION A —20—ccl FRAMING INSULATION L% _ 2 -2 WALLBOARD - 1Ej STORM DRAINAGE ENGINEERING GRADING (360)435-0674 TEMPORARY TECSP Press#2 ASBUILTS APPROVED MAINTENANCE BOND GENERAL SERVICES (360)435-0674 STORM DRAINAGE SYSTEM _7 - Z,O - OY q. Press#3 PAVING,SIGNAGE&MARKINGS L9•e PARKS LANDSCAPING -//•C� Press#4 IRRIGATION N/A NATURAL RESOURCES ENVIRONMENTAL ONSITE UTILITIES WATER 2I•'OL ONSITE UTILITIES SEWER - Z O o UTILITIES OFFSITE UTILITIES WATER (360)435-0674 OFFSITE UTILITIES SEWER Sewer Press#5 SEWER PRETREATMENT -1 -Z 0 o Water Press#6 CROSS CONNECTION CONTROL 7•- Z Z.•, c 4 �^ SIDE SEWER INSPECTION Z O —01y .� WATER SERVICE INSTALLATION r II FIRE DEPARTMENT (425)485-8082 FIRE ALARM/AUTOMATIC SPRINKLER'* (425)485-8082 HOOD SUPPRESSION SYSTEM •(360)435-0674 Press#7 FINAL FIRE WALK-THROUGH i (360)435-0674 FINAL INSPECTION Press#1 4LL SIGNATURES BLOCKS MUST BE COMPLETE C �� - � _ _ - - - - - - - �_ - �\ r - - 1 �:�7 - - - ��� - �� T � M � � •• I .. I .(j4- City Of Arlington December 5, 2003 Development Services City of Arlington Utilities Division 238 N, oopicAve, 238 N Olympic Ave Arlington, WA 98223 Arlington, WA 98223 Re: Incomplete Submittal We received the revisions for both buildings 1 & 2; during a Administration preliminary review your submittal is deemed incomplete. 360.403.3500 In order to complete ,your reviews please provide the following information: Seven copies of each Building 360.403.3431 Foundation plans for both buildings 1 & 2 or a letter from the Engineer stating that the existing design is adequate. Engineering Engin eying If you have any questions or if we can be of further assistance please contact our office at (360) 403-3431 Planning 360.4-03.3434 Thank you, Utilitiesu 360.403.3500 Linda Friddle City of Arlington Permit Coordinator C i To: Building Department From: Tom Cooper Date: November 12, 2003 Ref: COA/BIO 03/5666 1. Dry Sprinkler System as agreed on is required. Must be designed by a person qualified to do so. 2. Alarm system as agreed on is required and must designed by a qualified person for this application 3. Portable fire extinguishers are required and will be determined near or at completion of structure. 4. Location of new fire hydrant and FDC are accepted per site plan. 5. Structure (sprinkler system) is not designed for storage and may not be used for other then as planned. IE. Combustible products. Etc ik 2 TI I L• Til 11 1 II r I� R '"� {! �- r {r`"�'�1�� �'�!•nFe i I r.lK wl�� ;�� -I ir. s,. ��r {.• . 1 .f-.I � W �111�-T�J�l 1r1�l � IIV'.� /../ {�r � tx N • I� ' �. •L 1 1�1 1 1 �•1 tti . ' J � 1 {I I I 111 1 �j T•�_�- :r- V -L3 !�F I"1 I ;! _ :I Han �'!• _1 �.1 irk^. ;I .I _ f., II , I%n 4 I _11 ' j r M •1 ,h ' ,11 Ir ►ri" { .3.4 Id It - of z J :II 1 1 :u� RI�'� 1'.•'i, I ' ••i Wlip n• - ,11+ r • •-, _ 1 I ' d'au- 1��►; I t IrJr �� II 1J.1-1 • City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: cl)d -ZALe BP#: tr'1-3 DATE: RETURN THIS FORM BY:' �� 3 PROJECT SUMMARY: RESPONDING DEPARTMENTS: TOM C., FIRE ❑ KAREN L., UTILITIES ❑ BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING ❑ SHARREE L., GENERAL SERVICES ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX; SIGN. DATE,AND RETURN THIS FORM TO LINDA. COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE llev& RECEIVED City of Arlington Utilities Div, Building Department REQUEST FOR REVIEW FORM NAME: Q)b0- BP #: DATE: LO I &q RETURN THIS FORM BY: PROJECT SUMMARY: � �Z Ilt RESPONDING DEPARTMENTS: ❑ TOM C., FIRE ❑ KAREN L., UTILITIES ❑ BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING ❑ SHARREE L., GENERAL SERVICES ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO CAI NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: C" BP #: D.3" 5A(-o- to DATE: 4,o I a `f RETURN THIS FORM BY: PROJECT SUMMARY: _ 1 o C��n RESPONDING DEPARTMENTS: ❑ TOM C., FIRE ❑ KAREN L., UTILITIES ❑ BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING SHARREE L., GENERAL SERVICES ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the Information and return this form and your comments, either on the drawings or In memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN,DATE,AND RETURN THIS FORM TO LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS r , REVIEWED BY % ^-'� ( � DATE I " v -7- a, v: :: �, W �&X_H 41 City of Arlington ORIGINAL Building Department • 9 p REQUEST FOR REVIEW FORM NAME: � ,44 BP (Q b DATE: RETURN THIS FORM BY: to 3I PROJECT SUMMARY: r-)1 r) RESPONDING DEPARTMENTS: ❑ TOM C., FIRE ❑ KAREN L., UTILITIES ❑ BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING SHARREE L., GENERAL SERVICES ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED B DATE `0 • City of Arlington • Building Department REQUEST FOR REVIEW FORM NAME: '�l > �. - I � ) BP #• DATE: RETURN THIS FORM BY: PROJECT SUMMARY: t b �c D 1\Ca s RESPONDING DEPARTMENTS: ❑ TOM C., FIRE ❑ KAREN L., UTILITIES ❑ BILL B., NATURAL RESOURCE YVONNE P., PLANNING ❑ SHARREE L., GENERAL SERVICES ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. C COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY U DATE Z G 0 • City of Arlington Development Services (jiNG 0 Planning Division r' MEMO TO: Building Division CC: Gregg Eaton, Engineering Division FROM: Yvonne Page, Senior Planner DATE: November 4, 2003 RE: City of Arlington Biosolids Composting Facility (BP#03-5666) The following conditions must be met prior to issuance of the building permit: 1. All development shall be in substantial conformance with the approved land use development site plan received April 4, 2003, subject to any conditions or modifications that may be required as part of the site civil drawing review process. 2. All new chain link fencing on the property shall be black vinyl coated. 3. The developer shall clear all outstanding land use permit-processing accounts with the City. (As of this date, there is sufficient balance in the account to allow the developer to clear the account.) 4. FYI - No City, Snohomish County or WSDOT transportation impact fees are required for this project. In addition, all of the conditions of the City of Arlington Biosolids Composting Facility Minor Development Permit (File MN-03-023) shall apply to the development of the property. /�_Y�v a Page s City of Arlington Building Department REQUEST FOR REVIEW FORM NAME: ft-A —BP DATE: (`�/ RETURN THIS FORM BY: d/cam PROJECT SUMMARY: lJ C7 � CCTV RESPONDING DEPARTMENTS: ❑ TOM C., FIRE ❑ KAREN L., UTILITIES ❑ BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING ❑ SHARREE L., GENERAL SERVICES ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE o )3 o RECEIVE City of Arlington ocr 3 010o3 Building Department CITY OFARLING roN REQUEST FOR REVIEW FORM NAME: Ct Y4- BP #: DATE: ( � I RETURN THIS FORM BY: to J 3 I PROJECT SUMMARY: Q)X 1 cS RESPONDING DEPARTMENTS: ❑ TOM C., FIRE ❑ KAREN L , UTILITIES ❑ BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING ❑ SHARREE L., GENERAL SERVICES ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE,AND RETURN THIS FORM TO LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO /NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT Ll COMMENTS REVIEWED BY DATE D ZIP O ,l 0 G1T Y City of Arlington Development Services Minor Development Permit �LIN O May 22, 2003 City of Arlington Biosolids Composting Facility MN-03-023 I. PROJECT DESCRIPTION AND REQUEST David Randolph, on behalf of the City of Arlington, requests a minor land use development permit for the development of a 3,000-dry-pound-per-day aerated static pile biosolids composting facility for the biological decomposition of wastewater sludge to a stable humus-like compost. The finished compost may be sold as a soil conditioner to commercial landscapers or the general public. The Biosolids Management Plan for the City of Arlington concluded that the City should implement a City-owned and operated biosolids composting operation. The proposed facility will consist of an 8,133 square foot office/compost building, a 1,394 square foot biofilter, and an 11,200 square foot cure shed/screening building. The applicant proposes stormwater detention facilities, parking areas and landscaping in accordance with City of Arlington standards. The project will be served with public utilities from the City of Arlington. The site is approximately 2.8 acres and is zoned Airport Industrial. II. GENERAL INFORMATION 1. Applicant/Contact Person: David Randolph, City of Arlington, 238 N. Olympic Avenue, Arlington, WA 98223 2. Owner: City of Arlington, 238 N. Olympic Avenue, Arlington, WA 98223 3. General Location: The site is located at Arlington Municipal Airport Parcel 111, which is on 63rd Avenue NE near 195th Street NE, in the SE % of Section 15, Township 31, Range 05, W.M. (Tax ID No. 310515-004-012-00) 4. Address of Property: 19503 63rd Avenue NE Description of Proposal: Development of a 3,000-dry-pound-per-day aerated static pile biosolids composting facility for the biological decomposition of wastewater sludge to a stable humus-like compost 6. �reage: Approximately 2.8 acres \\Engineering\Planning User Documents\kremle\COA Compost Facility MN-03-023\Compost Facility permit.doc yjp: 5/22/03 Page 1 of 8 T Minor Development Pert. May 22, 2003 City of Arlington Biosolids Composting Facility MN-03-023 7. Comprehensive Plan Land Use Designations, Zoning Designation and Existing Land Uses of the Site and Surrounding Area: AREA LAND USE DESIGNATION ZONING EXISTING USE Project Site Airport Industrial Al Vacant North of Site Airport Industrial Al Concrete Precasting South of Site Airport Industrial Al Manufacturing East of Site Industrial IND Concrete Precastin West of Site Airport Industrial Al Manufacturing 8. Public Utilities and Services Provided by: Water: City of Arlington Gas: Cascade Natural Gas Sewer: City of Arlington Cable TV: Comcast Garbage: Waste Management Northwest Police: City of Arlington Storm Water: City of Arlington Fire: City of Arlington Telephone: Verizon I School: Arlington School District Electricity: Snohomish County PUD#1 1 Hospital: Cascade Valley Hospital 9. Public Notification: A Notice of Application and Determination of Nonsignificance (DNS) was published, posted, and mailed on May 14, 2003. III. ENVIRONMENTAL REVIEW A DNS was issued on May 14, 2003, with no comment period. IV. BACKGROUND The subject minor development permit review application was received by the City of Arlington on April 4, 2003, and the application was deemed complete on April 14, 2003. A Notice of Application and Mitigated Determination of Nonsignificance (MDNS) was published, posted, and mailed on May 14, 2003. V. FINDINGS OF FACT 1. Application Process: The minor development permit application was received by the City of Arlington on April 4, 2003. The application was deemed complete on April 14, 2003. A minor development permit is an administrative review process per City of Arlington Unified Development Code (UDC) Chapter VI I, Sections C.1 and C.5. 2. Comprehensive Plan and Zoning: The City of Arlington Comprehensive Plan identifies this area as being Airport Industrial, and the subject property is zoned Airport Industrial per UDC Chapter III, zoning map, Page III-2. Public Utilities/Services are a permitted use per UDC Chapter V, Section J. 3. Lot Dimensions, Density, and Related Requirements: The proposed development complies with the minimum lot dimensions for Public Utilities/Services (similar to Public Safety use) (1 acre in size and 100-foot minimum width) and yard setbacks [front 25 feet, rear 35 feet, and each side 25 \\Engineering\Planning User Documents\kremle\COA Compost Facility MN-03-023\Compost Facility permit.doc yjp;5/22/03 Page 2 of 8 Minor Development Pen. . May 22, 2003 City of Arlington Biosolids Composting Facility MN-03-023 feet and with maximum building height (50 feet). Lot coverage Lot coverage is not applicable in the Airport Industrial zone. 4. Non-residential Performance Standards: The proposed development must comply with the standards of performance for noise, lighting, odors and gases, particulate matter, electrical interference, hazardous materials storage, waste disposal, open storage, maintenance and alterations, and hazardous waste facilities per UDC Chapter IX, Section B.2. 5. Off-Street Parking: There is no similar use listed in UDC Chapter IX, Section C.4, Parking Requirements. It is anticipated that there will be one employee at the facility, which would require 1 parking space, and the maximum number of customers for the compost is anticipated to be 3, for a total of 4 spaces. There is space at each building for delivery and/or moving of the unprocessed compost material, so no loading space is required. A dumpster will be located at the northwest corner of the site. The proposed site plan shows 5 parking spaces and 1 dumpster space, which meets the minimum requirements. There is also space at the northwest corner to install 4 or 5 new spaces if there is need for additional parking in the future. 6. Landscaping: The final site plan shall comply with the requirements of UDC Chapter IX, Section N, Landscaping. The required landscaping for Public Utilities/Services use is category C, which requires 10 feet of Type III landscaping adjacent to all street frontages. The applicant has requested a modification to the required frontage landscaping per UDC Section IX.N.6, Modifications of Landscape Requirement. Instead of the required 10 feet, they propose to utilize 40 feet along the frontage as a demonstration area for the various composts. They will install the required trees but propose to use sod for ground cover instead of the required shrubs until there is finished compost, which should be ready after about 6 months of operation. They will then use the compost to install the rest of the landscaping in the demonstration area to show the different uses of the finished product. This meets the intent of the ornamental effects landscaping. No parking area landscaping is required for sites with fewer than 10 required parking spaces per Chapter IX, Section N.7.d. The landscape plan reflects sufficient frontage landscaping, as modified, to meet the general landscape requirements specified in Chapter IX, Section N.7. Plant material must be guaranteed for one year with any replacements guaranteed for one year also. 7. Transportation: The proposed development is located on 63rd Avenue NE near 195 Street NE. Because the proposed use is anticipate to generate less traffic than the previous use on the subject property, it is anticipated that this project will not add any new average weekday daily vehicular nor p.m.-peak-hour trips to the street system or pedestrian and bicycle trips. The site will be accessed off of 63rd Avenue NE. Pursuant to Ordinance 1213, frontage improvements shall be installed along 63rd Avenue NE, in accordance with the Public Works construction standards and specifications. Improvements satisfying this requirement shall be shown on the site civil construction drawings. In addition, Ordinance No. 1208 requires the developer to pay transportation impact fees in effect at the time of payment to mitigate for off-site impacts. However, since \\Engineering\Planning User Documents\kremle\COA Compost Facility MN-03-023\Compost Facility permit.doc yip;5/22/03 Page 3 of 8 Minor Development Pere. May 22, 2003 City of Arlington Biosolids Composting Facility MN-03-023 there are no new trips, no City, Snohomish County, or WSDOT transportation mitigation fees are required. 8. Stormwater Management: The City has adopted storm drainage requirements per Arlington Municipal Code Chapter 13.28, Stormwater Management, and the Department of Ecology's Stormwater Management Manual for the Puget Sound Basin (The Technical Manual). A preliminary review of the system indicates that they have a conceptually feasible plan. A detailed drainage review will occur during the site/civil review process. 9. Critical Areas: The site lies within the Arlington Aquifer Recharge Area. The groundwater in this area is the primary source of municipal and domestic potable water supply in the Arlington area. Locations of municipal wells for the City of Arlington and aquifer recharge areas are shown on Figure NF-2 of the Comprehensive Plan. The applicant will apply Best Management Practices for the protection of the aquifer recharge area that adequately protects the groundwater resource in the Arlington Planning Area. 10. Potential Cultural Resources: The Stillaguamish Tribe has expressed concern about potential cultural resources in the area where the proposed project will occur. If any archaeological materials are discovered on the site, the State Historical Preservation Officer, the Stillaguamish Tribe, and the City of Arlington shall be contacted and measures taken to preserve the materials and the site. 11. Airport Management: The Arlington Municipal Airport requires that street lamps or light poles located on the property be down-shielded as to avoid interfering with flight operations. 12. Water and Sanitary Sewer: Adequate water and sewer service is available to the site from the City of Arlington; utility services to the building and fire hydrants and fire protection as required will be reviewed when construction drawings are submitted. Tap-in and inspection fees will be required. All existing and planned utilities shall be shown on the site plan. 13. Criteria for Approval of an Application and Issuance of a Permit: Per UDC Chapter VII, Section D, Criteria for Approval, the Development Services Department, Planning Division, is required to review for compliance the following criteria before an application can be approved. a. The development is consistent with the dimensional, density requirements and Performance Standards of the UDC and other applicable laws and regulations; and Staff Analysis: As identified above, the development is consistent with the dimensional, density requirements, and Performance Standards of the UDC and other applicable laws and regulations. b. The development as proposed incorporates, to the maximum extent feasible, mitigation measures to substantially lessen or eliminate all adverse environmental impacts of the development; and \\Engineering\Planning User Documents\kremle\COA Compost Facility MN-03-023\Compost Facility permit.doc yjp;5/22/03 Page 4 of 8 Minor Development Pen. May 22, 2003 City of Arlington Biosolids Composting Facility MN-03-023 Staff Analysis: The development as proposed incorporates, to the maximum extent feasible, best management practices to lessen or eliminate all adverse environmental impacts of the development., C. The applicant has presented certification that the applicant has filed and paid all the taxes, penalties and interest, and that the applicant has satisfactorily made agreement to pay the taxes (NOTE: this requirement is only applicable to subdivision plats); and Staff Analysis: This requirement is only applicable to subdivision plats. d. Prior to final approval the applicant has followed all permit processing procedures and paid all applicable land use fees. Staff Analysis: As stated above, all permit processing procedures have been followed and a condition is included that requires that all applicable land use fees be paid prior issuance of a building permit. VI. CONCLUSIONS 1. The City of Arlington Comprehensive Plan identifies this area as being Airport Industrial, and the subject property is zoned Airport Industrial per UDC Chapter III, zoning map, Page III-2. Public Utilities/Services are a permitted use per UDC Chapter V, Section J. Therefore, the proposed development as noted and conditioned is consistent with policies governing industrial uses and is allowed in the Airport Industrial zone. 2. The requested minor development permit as conditioned meets all UDC requirements, including Chapter VII, Section D, Criteria for Approval, and all other applicable codes. 3. The minor development permit should be approved subject to conditions noted below. VII. DECISION The minor development permit is hereby APPROVED, subject to the following conditions: 1. All development shall be in substantial conformance with the approved site plan received April 4, 2003, subject to any conditions or modifications that may be required as part of the minor development permit. 2. Prior to issuance of a building permit, the applicant shall file a drainage plan and construction plans, which meet the following conditions, in conjunction with a building permit application. The final site plan shall comply with all requirements of the Unified Development Code, Uniform Building Code, Uniform Fire Code and Public Works Construction Standards and Specifications. 3. Prior to requesting a side sewer inspection, the developer shall pay water and sewer tap-in and inspection fees. 4. All exterior lighting, including streetlights, shall be down-shielded. 5. All the chain link fencing on the property shall be black vinyl coated. \\Engineering\Planning User Documents\kremle\COA Compost Facility MN-03-023\Compost Facility permit.doc yip;5/22/03 Page 5 of 8 Minor Development Pere, _ May 22, 2003 City of Arlington Biosolids Composting Facility MN-03-023 6. If any archaeological materials are discovered on the site, the State Historical Preservation Officer, the Stillaguamish Tribe, and the City of Arlington shall be contacted and measures taken to preserve the materials and the site. 7. Prior to issuance of a building permit, the developer shall clear all outstanding land use permit-processing accounts with the City. 8. The minor development permit shall become null and void if use and reliance is not established within one year of the below date of approval. Vill. CODE REQUIREMENT (NOTE: The following items are not conditions of permit approval, rather certain local, state, or federal code requirements that the applicant needs to be aware of. This is in no way intended to be a complete list of code requirements, but a general checklist of major steps and issues. Please refer to the AMC for a complete list of code requirements for your particular project type.) 1. Code Applicability. This application is subject to the applicable requirements contained in the Arlington Municipal Code, Zoning Code, and Building Code. It is the responsibility of the applicant to ensure compliance with the various provisions contained in these ordinances. 2. Pre-Construction Phase. Prior to commencing any site work, including installing any easement or right-of-way improvements, utility systems, drainage systems, street lights, mailbox structures, emergency facilities, storm water control systems, or any other improvements, improvement plans must be submitted for review and approval by the Department of Development Services, Engineering Division. Said plans shall be in conformance with applicable code and below listed conditions. a. The applicant shall survey and mark all property corners prior to review of any submitted construction plans. b. The applicant will be required to design and install erosion control measures deemed necessary by the City. These measures must be installed and inspected by the City prior to the issuance of any permits. C. No site preparation or other disturbances shall be undertaken within environmentally sensitive areas or their required buffers. d. Submit to the Engineering Division and receive approval of a storm-water run-off and detention plan in conformance with the AMC Chapter 13.28, Stormwater Management, and the Department of Ecology's Stormwater Management Manual for the Puget Sound Basin (The Technical Manual) for both the construction phase and a permanent system. All site drainage must be directed through biofiltration swales prior to discharge into wetlands. e. All new utility lines shall be placed underground. \\Engineering\Planning User DocumentsUvemle\COA Compost Facility MN-03-023\Compost Facility permit.doc yjp;5/22/03 Page 6 of 8 Minor Development Pen..__ May 22, 2003 City of Arlington Biosolids Composting Facility MN-03-023 f. Provide a temporary rock pad at all points of ingress and egress to the site throughout the construction phase. g. On the construction plans show locations of all required streetlights to be installed as designed. h. A right-of-way permit is required for and prior to any work done in a public right-of-way. i. All lighting shall be low sodium or similar low intensity illumination and placed in a way as to not cause glare on an adjoining property or right-of- way. 3. Construction Phase. The following conditions shall apply during construction. a. All applicable noise and other nuisance codes are applicable. b. Mud and dirt shall not be tracked onto public rights-of-way, but if tracked by accident shall be immediately cleaned-up. C. During any site grading or clearing activity, the applicant and contractor shall use all available means of controlling air pollution (dust, ash, and smoke). d. The restrictions of the AMC shall apply to any and all grading. 4. Installation of Improvements. Prior to receiving a Certificate of Occupancy, the applicant shall: a. Install all rights-of-way and access easement improvements on all proposed streets internal and existing streets adjacent to the project per the requirements of UDC Chapter IX.A.1.c.12-20 or City of Arlington Ordinance 1213 adopted November 1, - 1999. The applicant shall coordinate with all adjacent developments the final design of the street improvements and/or include the appropriate transition tapers for the street pavement to be included from the property. Improvements shall meet the following classifications: 1. Frontage improvements shall be required along 63rd Avenue NE per Public Works construction standards and specifications for a collector street. b. Install a potable water system to serve the project per City of Arlington's Engineering requirements. Water is to be served by the City of Arlington. C. Relocate any existing water facilities and/or install water services/fire hydrants prior to the required improvements at the expense of the developer. d. Install a sanitary sewer system per Engineering Division requirements. Sanitary sewer is provided by the City of Arlington. \\Engineering\Planning User Documents\kremle\COA Compost Facility MN-03-023\Compost Facility permit.doc yjp;5/22/03 Page 7 of 8 Ti �. Minor Development Pen. May 22, 2003 City of Arlington Biosolids Composting Facility MN-03-023 e. Install a permanent storm water control system per AMC Chapter 13.28. f. In lieu of completing any of the above improvements, the applicant may submit to the Engineering Division a performance security to cover the cost of installing any or all of the improvements within one year of the date of permit approval. However, no Certificates of Occupancy may be issued until all improvements are completed. (NOTE: Infrastructure requirements are based on conceptual information as submitted by the applicant. Additional specific requirements may be required upon review of the engineered construction drawings as submitted by the-applicant. All improvements are subject to review and approval by the Engineering Division. All utilities shall be constructed underground.) IX. APPEALS To appeal this decision or the SEPA threshold determination, an appeal application must be filed, with all required fees, within 10 working days of the date of issuance of this decision. The City Council (or a Hearing Examiner, if so appointed by the Council) would hear the appeal of the permit and their decision would be considered the City's final decision on the underlying governmental action. X. EXHIBITS 1. Approved drawings received by the City of Arlington received April 4, 2003. 2. File MN-02-023 (City of Arlington Biosolids Composting Facility) (on file at City Hall). ORDERED THIS 22ND DAY OF MAY 2003. 0"ZV— Cli ong, Planning Mana e Re po sible Official Distributed to the Following Party of Record: • David Randolph, City of Arlington, 238 N. Olympic Avenue, Arlington, WA 98223 • Paul Richart, City Engineer/Gregg Eaton, Engineering Technician, Development Services, Engineering Division • Marc Hayes, Code Compliance, Development Services, Engineering Division • Dave Anderson, Building Official, Development Services, Building Division • Kerry Wentz, Plans Examiner, Development Services, Building Division • Bill Blake, Natural Resources Manager • Karen Latimer, Utilities Manager, Development Services, Utilities Division • Terri Mills, Parks Supervisor, General Services • Larry Mills, Streets Supervisor, General Services \\Engineering\Planning User Documents\kremle\COA Compost Facility MN-03-023\Compost Facility permit.doc yjp;5/22/03 Page 8 of 8 RECEIVED City of Arlington OCT 2 3 2003 Biosolids Composting Facility CITY OF ARUNGTOKI 03 - 9-xte 6 HVAC Calculations Earth Tech, Inc 10800 NE 8 h Street Bellevue, WA 98004 1 f I r ■ ■111 Y IRI����IIwY �� �IIIMI��■111■rl ��1� IIIYI 1111 �111�111■11 � - - - .; r. • •__� _�.. _Q,& ._.__._..._ TT M 'tf�L7 u UJ 0 4- TO ------ '=,�_�, �� � _ U� I. � �•� �_ I� � III 3 �ru���:i•t--�- . 2 x 0 27 EI i • i • �6G rL �� 1L �� E � ZD o U I i i Received: 10/ 2/03 12:54; 425 453 9470 -> KCM; Page 2 10/02/2003 13:39 FAX 425 453 9470 EARTH TECH ti Qh002 __ .._._ ... j .=�''+�lla-�.-�'- ��w�.G�� �'fo¢Y �F'F1'CL t�LB�i. _ .. . . - ••_ ___•... SA19 r .... . __;..._.- ---• �-•- - � •- ... .sue— �,- ., .. :—.- i• i t 12-30-03; 5:28PM;CHIEF TECH SER 11 30E �_� -:c30 jai ...< L- For Office Use Only c ' 0 - 4)�C- 3 OU � Order Number CO 7 9147 e aw r..weemwW1 --- pm- r3911462,m Quote Number REV1s/oN.s A>J O- y---�_ Form C•2t6lJwra95 Page of �4 1 E N O K A.1 70 C.�(,Cl! (-4 �lJ O E t C;= A.-4 6 •l.v a 7 6 26 A c7UA L A Nq-L I$IS ! i /2- / 9 PP - ANo 20S , 20 Z- fe l0/< .2. ) a er p4CrF-S kVI33 - W/YZ OF Coup :dn�, ccNc"?,,Co cgjcVc4r1Dluj 311 -qo Q P.4 GE /3.4 .4 Nv 1313 _ S/ZcN G pool' /ZL)OS AA,r,Q EA r/E 51'2u :S T-'O/L SEI suIC /-O/ZCLcj Y,) 4 oo p46" 2 7A +66 2046 w /rH /Zoo F boa ,4N s77Lur f-o Itc�� CUE- M w END A NO 51z15- of /tcnf- /2 L)r,s FOX Lv a,vo . .34 Aec p4GGs :.Q c - Zo k co ram- -TRur 14N q L15/s of pc.clz uus .4-r GIL/0 R Fort L j rlVo A N rD SE1 SAt 1c 1-0 /LC E-S Cm se OE(,&rw) 6. ) P4Crt.3 6 Atia 7 AR-c F4CTO r, USCp IN7:AA.1 I-LcY 61 7?FE /3Ao Gt.,FM. roll Af(,Y W G r-4cro d2Eo sF/sA41 c FD ILcas 7NAT +aG *?.?L./E10 /N ASO 4A)*LYS/J of MEAX80t.3 77d4T RE.suLT IN A.(C-.44 dr-)- 71ZEJ 7WAr HAVE A- DESJC,Ai SMENG774 G484BCE of /Z&315R,V o TI.44C`3 VIE .TE-SZJ r1c FOILC F�J2 REo`J'l1� WRQ COAA811J ATIoN • FOR E�9S7` - w�sT sEIS.t-l1C .SPlrstiL co�� c.�,f��INAT!�NJo,�,t 2 0 -r if c t r- A em CU-17) 04 d 0,I /, 0 E11, OIL RAA Cdl 4JU 0 CO LLE Grb,ILS FOIL. NOILrq - So LC77¢ SE 1. k(jC- OM.F 34 'J cH CdAIAIEC770u 7m 44YE BENGrN 10 RaISr -120 71ME3 SEI 'U'C DE3/6N FOVEs /no 4 e,04,0 C6.1c81,u.47?0AJ-F IN •SC-e r7o N /6 l 2. 3• pa,r .2213d6 (-2,) , 7�) me-me,-IL iTRcNGT;ds A1tE r-,zDAA �2;z13. Y. 2 ck,4P7Ct 22j o1v Y FOp- ,rEI.SAkIC ?/LdV/31 o)JJ FOk S7L�c SWIL401N6ir cusr- w /r�1 4ttow .4 d LE sTREss roEX 1G N . � ECEIVELr JAN 21 2004 R E C E IVE u,"CONSUI.TANr- EV S D DEC 31 2003 COA BUILDING DEPT C�%�(,)�)C:�., 1 i2-3C-03: 5:28PMi CHIEF TECH SER II :308 386 4639 # 4i 26 CH'r=F For Office Use Only c"',n"*4,we Order Number CO 7 7 9 y 7 P.O Oaf 7071 01.9 rhe145C)i0i1 RwMd(xnauum Quote Number Form C•21NJuMo-a gage /3.4 of Dea1(rN ROOF k0,0s ANQ S7k-Q/3 7a OiAvE .5TXEIJ rrfN TU 9U,51 sr Ern = .-0 EA -n0 2, 2 �aX• c( a J ten / Tcr e �o bw.)e .skect,- ROaF 2ODs TD /dqUE .5pE.Q&T1 l'J rEs15r ?, 2 (1,79zk1 3,9y2k rn 021J, y. Z1` 'Pst = Fy A 36 (. 6aSs")Z(ITA Z //,ogYAL j 3,94z r Isle " Q hoof l�Od J �0�/2 5�E'/r� �1�. `� Y?�1 —�O �{i�11�'J SCI,�M,C �y�•tp checL ,r¢�u.Ps Qf �. .s�"eny f'4 ✓e.,/ s� f'n, SZ� t;h � c 2, 2 Ric = 1.7 Fa A Pra9 1-44A c ecks Jt ' 'Gr"' de si, h no-F LR�� yr s�en9 f deJ,'Sn . AJD desi7o7 0 w Fa R tke✓e {wy � f4- o; Act ihru.i- wi fL an i4Sp co-wL. /Ked sirens /af,'o of- /,0 Woa.Id be h7 ¢,%nP,, ,f ke app l,'a d ASO ,r,rce • -VOi by ix ¢-ke 5fYe,1jF1t 4o E-h and cf,,V,J, nq 6y 4kC C0-104YJ1'on -�-O tit /�5C C5tre„7f4- o� MV.IY1 eo.upie,,l,p,r � �p F4 A ✓ = /.7 ; �e 4reL" &7pr kv-4 ►l, 3'ke -45D wi'!1 hq r/'Iy a'i AJ,0 co,nb/'aLd A ire» ra-ffD of 1,00 er leji will have tf'f e. �fi'enS4--f- 40 rpsisf —2o fiMPj +[,-e se/a'L c 'vrce j PoL)fd-- d no r ,hciaase i%, a,ll own6ltr sNess i� use d i� �ke ,q-sp onaCys,;� . a6 r s74-tits 4f' �o h a ke e S �o ref r',s f JZo CSe j, �,,, c 6,(,,, r4o.,n s um l�ea, l� / r +s�o aga.ly s,3 �4cv -�o A z 2, 211,7 477 1+Q-J I a` P t', d fWces ah.d coo no u1£ !f L5'f'Ye,,J !n(/Caje , �f Q ; arg, ES 612 ; Mau. dP0,'7.q ),.te = 9, 70 w� MaXI'AAunA AS 4--ce CF* )(4) 6Q - F, 701` 0, 23) x 3/,3-DrL /uo,x,'4kaL" ,q5D fw�e o� r"z)_ -57/8 " � bo If- e0A-1Q,,t7-o-1; y bza/;A4 o au 7 c 5 ec,6,o y } = S 717 k (21 /),H 3 k 1 ru o2x,',u.u AA 94'L a 011 &s 8 /Z .S*%Lf Jra M 43,0 4 j cL y s,' (w.� o y�j 3 frr�s.t 1,7 Fs = 1, 7 (//,Y.j `� 14• Y. 7 _(2o Onax;A4tAn,t 5Arjk load) � 2, 2 (S.8'fZ /Z•$ SI jusE EJBIz .ar ® it I i 12-30-03; 5:28PM;CHIEF TECH SER II :308 # 5.-' LE, Inlan /19 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. W--- z4r BUILDING A WIND DESIGN SIDEWALL (A) JOB NO. C077947 WIND BRACING DESIGN CH DATE 19-NOV-03 EAVE STRUT DESIGN"-` ------ - - --- - -- --- LENGTH BAY STRUT GOVERNING AXIAL LOAD BENDING COMBINED (FT) NO. SIZE LOAD COND (KIPS) (K-FT) STRESS RATIO - 18 .83 1 ES 812 DL+LL 0 . 00 3 .80 0 . 389 18 . 83 1 ES B12 DL+WL 9 . 70 0 .00 0 .231 20 . 00 2 ES 812 DL+LL 0 . 00 4 . 29 0 . 439 20 . 00 2 ES 512 DL+WL 9 . 70 0 .00 0 .231 20 . 00 3 ES 812 DL+LL 0 .00 4 .29 0 .439 20 . 00 3 ES 812 DL+WL 9 .70 0.00 0 .231 20 . 00 4 ES 812 DL+LL 0 . 00 4 .29 0 .439 20 .00 4 ES 812 DL+WL 9.70 0 .00 0 .231 20. 00 5 ES 812 DL+LL 0 .00 4.29 0 .439 20 .00 5 ES 812 DL+WL 9.70 0 .00 0 .231 20.00 6 ES 812 DL+LL 0 . 00 4.29 0 .439 20.00 6 ES 812 DL+WL 9.70 0 .00 0.231 20.00 7 ES 812 DL+LL 0 .00 4.29 0.439 20. 00 7 ES 812 DL+WL 9 .70 0 .00 0.231 20.00 8 ES 812 DL+LL 0 .00 4 .29 0 .439 20. 00 8 ES 812 DL+WL 9. 70 0 . 0o 0.231 20.00 9 ES 812 DL+LL 0 .00 4.29 0 .439 20 . 00 9 ES 812 DL+WL 9 . 70 0.00 0 .231 20. 00 10 ES 812 DL+LL 0 .00 4.29 0 .439 20. 00 10 ES 812 DL+WL 9 .70 0 .00 0 .231 20.00 11 ES 812 DL+LL 0 .00 4.29 0 .439 20 . 00 11 ES 812 DL+WL 9.70 0.o0 0.231 20. 00 12 ES 812 DL+LL 0. 00 4 .29 0 .439 20 . 00 12 ES 812 DL+WL 9,70 0 .00 0 .231 20 . 00 13 ES 812 DL+LL 0 .00 4.29 0 .439 I 20.00 13 ES 812 DL+WL 9.70 0.00 0 .231 f 17.83 14 ES 812 DL+LL 0.00 3 .41 0 .349 17.83 14 ES 812 DL+WL 9 .70 0 .00 0 .231 _-------- -------- -------- --- DL = DEAD LOAD LL = LIVE LOAD WL = WIND LOAD USE (2) 5/8" BOLTS WITH WASHERS AT BOTH ENDS OF EACH EAVE STRUT E- 12-30-03; 5:28PM;CHIEF TECH SER II ;308 385 4639 # 6:' 26 CH'EF For Oiflce Use Only „h muµ, K Order Number C O'1'7 9 V 7 vn w.aW. w.re,n6eeniao�� ROO f TR !!J +` Roof- /20 j} Quote Number pa) Fo/2 c&S Farm C-2191Jwe-e5 Fv R �q sr - &j&a r 1.i w o J.o 4 a Page ?O q of 0 O - N Co O o o oc CID cc ri n o- \ a r ' d N In in r N (JJ oa r u Vv�� 3.. 4- O "j. n N •O � N � � 4 9 �1 L i j y0 �: a CZ q rl b v p ap 1_ a- ao y ^' h 0o h � CIO r h .0 %n \' r ,� 11 �1 4 llu � N a h h r y fJ r lV r L N D 1 3- ~ c ? o d N ti rD ry n y R N M p- NZI- 4- N N b1 O 0` a N . rl ° a o� � N E- r, I 12-30-03; 5:28PM;CHIEF TECH SER II ;308 385 4530 w 26 CHIEF For Office Use Only �N.I Order Number r-0 77 94 7 r.o evw#a.,nrl..uic uuQa071 n,a,wo$302. vo Quote Number Fwm C-2181JwwG5 Page 2 oS Of CD - �+,��hd - N+Qk1'✓► UM a a-f Ibc,dj -- ona17 zf- aJ CO779474-S, P-1k /5 ?,2q I /lA y 1'yo r 9Yb r Y97 ,Blq 1,JYJ 2r2Y1 2.6Ro 311J 9 3rS88 1 -0037 Y,486 C7JJDCIA�!-d .d�.12J(tl'G7. CUP�'�7[J'pAT t -'Or700 . ve, set;.1,v1.i G - bojie ahec-e 10CLJJ 4nAdl / z-e- Qj C.077 797,4E , P41C (D' 15 /,oso /,OZI 7,1i1 1,3oq /•yY9 /'Sal 1.7" 1•Bb4 21004 2.149 2.289 21411 2•561 1,7oy (i,a61 el,3;r) 6.9) 6,67) C1.8e) 6,061 C2,Z,4) (2,Yz) (2,6o) 1,781 (2;yb) 0,19) C3,3z) 0,51 • anedyall 'rw adP.$u"'4 s�'e�-r�1 far .i2o . h)'.Qj 6a�.c �te�� /o (J,J.; Icy �oads a&oYe- 4,,Ker z�z�/.7 ` 1, 29ct! and Cenal)ze ih 4so �ro� ia.y 5 r, 1.000 aAll ojJou��.;1ad suc_fi 0n = 6,00 k- r 12-30-03; 5:28PM;CHIEF TECH SER II :.308 365 4639 7t 8i 26 20 G r r 0 U V'mOIr rl 11 00 .-I ao0- Oo H Cut No G4 � 'M O U ID �oo'A 00 m O In N N N N O O W H H CO .-i O O.-{ 00 . -co 0 Ln N N N 1114 O I D1 I r{0 0 1D r?r? O O rU ' rloori 0a wrw1 . .UR NIA NN 0 O wo 0 m N ooau� rti.? 00 %00 WW raoo.-I oo loo C9.Z co otnm N N Ho N .0 Q ' kw7 mo0W.-4 'A 00 N • 1] ' � o o r? o 0 N OU) (VN 11 U N 11 ' W0o1o14rl 00 I .07.. O d� 0 0 Gu o to N N w tUI r- 0 0 10.--I rl OOH 00 (j] o t * NN U] 1 CQO�H�.I1O N� qqH p~UD 1D006Orlrl 040 fi2 + 0 00 oo �Woo W o o & UT OO ry L'1 N N U � WWW P�6 W 1 pA o �oCor-1 ri co oq 1 W04 p O .w o0 ri I CQ 0 0 N� NN O b (b� � A [Oa o wOOOOWr-Irl oo woo y ! * Eli17 rci0 EI ri NN LD%D0r H in CO H i * m oIn NN rIN II H cli 4 rl .H ' * Z 000oQ0 00 0 coo SVa0 rl rl r{00 D� H 0 0cc 000 00 r1 00 3 a (4 OCOCOM o000 0 ov100 1;cN H qq 000010 LA QM ;0 0 N Rl R1 q oo Or1oo00 0 —44 [q Om[+W 0rn dIN 0 0 r11r10NN rS 00 U)0O Hq KrJ NU1NrINri am rl00 c 0Qm 00 01NH0 d' m UI 0 rr O CJ O III (Nii U 1� F II 1 II Il If II rl rl\�� n r-1 H 4 17 0 tN qa H 0 I 0 qQ qq �a 4J POwi m ay U)�n la v,� a Z�A i i-ICc1H Opq O� iQp� II II If II NIl' H CHN V [z HH i WD raEl7raVJtil S�.IIC; UH N 4�iHtoC�1[SN1w7� OWfdvl (s 1Lsl� H I>W�Ai 11 D l - f. 12-30-03; 5:28PM;CHIEF TECH SER II ;308 385 4639 YA 9; 26 20 n a n h 0 u �a a H G4 N t-m 1 l otn o 111 m In o of 1 mpi i ; mmmmm0MM I rnwrorw m l hnmrld"mhm nU I I o,mrt--c-Wwto ¢ 1 . . . . . . . WhW I 1 I mmO�NOIAN U�i I r o 0 0 0 0 0 6 a � H r♦ Q o I {7 1 7f1 mrnmomIllm I '.1 M I H 1 NNNNNNNN I NGr1D 1O 1O 111111 I I . . . • . . . 1 mVtdIVI 0 0 0 0 0 0 0 0 1 m NNN C7FI I u 1 H.IrIelHrirlH ��wii I I I O,MCA I I � OI A ! 0000000o I riNmOOmmO1 I HC! I NH1NIl1M+1Mflllllll x I m�4ri.-1t04O1O Ai I m mmenmcq NN 1 I I I 1 1 i 1 G 1 vCIn tD w N1Dv I C4 I to r i h 1 to r to ri OD >. 1 -0 O ri m%Dv 000 I H I m 0 rn m m m m h r I ] I I ri4rloorlrlo p z 1 l0000000o I a .. Hoad I 1 N I i Ol lJl O ri In d N m U H i 1011rnhmaDritp N O p �7 O W r $ 1 QQtrrI Ir ooac0000 vHm i' tw•mtNDmornoualtmamtOm 0,,ONrlwmhw �HH r� Pyl4Ctl0 ul WOO HI ' CA C1 H 0 1 �atcrxi�NAft lh N w 41U I I r4NMN.- N - rl H Ooo' 2 A 4 H _ - 1-40 W �L)0 O m Fl, t 7$ 1 ul Ifi O o G N M VI ❑to W �/1 p71 0 c� rl 0 ihmom w N � E- HHH k k'NNNNNNNN r!P? k�,�mmM k jh WMmrir Wo--ia sII EH Ov U 'Lzzf� 1c7[q m I_ 0W 1 90000rn1� 0 I sNGDmA�DOdIN 1--i111--11HHH Cxx C.l.I E+p I [� 1 mt m Dtllomrih H +HFH w oomm06tDtDw 1jjW HHHHHCx1F i Q � HH i d'mr*}NNNNri O W tttt C7UVC1C9 R7Q � z.ZC H r [y 11llmNulNmHm 44 I mO,ocoLn ornin �,•yZyZ Zi$ ! 0 ; 10NDD1Omtll �h ti'd ; r 1L9NNWNw pgQC9 HH��7gHq;7HHqgHjH] �.IyA H I H I IAdIdIMNdIrnN �^ r eNmr-I Dq hlll ?E W (c7 ZW WZ k7W va R) W I N.� H.-I tWxJ x ! t+7 pJ pj Wq 1 � I 1 U Ncaww mmmmCa rn cn tqm C.lm xxz� r i i HO Q 1 NrlmmmNNN NC I mmomlrltgmri +HNmd [9.1Nrnwln r1Nma1f9.7 WH N H I I tbtDrinlrlNoo H 1 r1MtANNdINm ff[�q[�qq qq C�aft CCsl A�Wf a I tONdlomtnOm I IxM.1+0all1+1 z�2 CxaS��2aaa z Ai I 1 dl mfnommL�111 !�Cj{ M. + + + > 1cnA j r�r4HHO.1riO i NHH.-I 2� timU1yWC mmlrlCgto.to. asMq� - zz 1 1 , O A �i N H H I I NONVWNOW 1 NVNdV%D(44kO H .-INr+lWmriNrrlert/}w,1C4.fq- rINA tk7 t W I HHH'IHHHH W I HHHHHHHH LU H i 00mmmhhh � ' 00mmmtnhCn OI W t N I N N N N N N N N co I N N N N N N N N w� V A �- 12-30-03; 5=28PM;CHIEF TECH SER II ;308 385 4639 # 10/ 26 r W O1 n r U 1� H r at 1p w In m m p N m r 111 kD 1 A4 0.�[n rq r•I%D H n m W lD rl r4 10 ppH�� W In V1 m (1 V-0 1A 11a W I-m ri O 7i Cj m ri r4 li li ri H Hl rl ri H HI NN 1 1 1 1 1 1 1 1 1 1 1 1 1 1 a m blrrnrrrrrarrd*nw VJ.+ 1H1l�hhrrl,hhmhmrm p�r�+trH� 01 CO m lnmmmm mm mtT mm ti]Ei 12 N Ul ff1 1�U1 In'lA to 1!!N lA N 111 N m rl Hi HI ri Hi H Hi rl m H•1 m rl rn r 1 i dI N tlIIns;01 N M r1 M Hi m A I Sp g q q q q q q �j r 1 OA r i 114 Z7.T.PrZ•X•7. ,ai Fp P4 m H+• QUO i i IDt�mIDVLOL�00'1.40rlm r VIN 44NmONWIZI N RT rf v h r N 1 1 1 Nto 1D IDo W1D 1D LD r r m al LO NOW 1 1 x ; oot7OOt3ooG0000f. FI I 1 O it I E-IU) 1 rlminH0oOOOOOrIPOdr i 17 xx I 1 �-I q a t 1D kD d1 m in Ln 1n In[n in U)in sN LD 1D I U i i O ri ri H H H�ri ri ri ri ri ri ri rl o i I W I 1 t 1 � AI i U 1 1 1 Q F 1 I rl I V tninlnDl0000rimmWln 1 rcaUl t!)Cg U1 q)myU7 Nln Vjy tl1 1 1 1 1 01prplaaaaaaaaaaaa I r I H H H H H MIF•••�,H�1••i�w1wy1y r ��y-1 t ,�p D1p p1p 0 0 0 O01OOlHr{{ 1 Q+P4 G�i r P4 W I H I r-I H H ri 1 i Hi Hi rl I inooMmh Nwommd1 H 1 H W N O r v v r 01 N v w Q0 Hd1 H 1 II HI D1 c� T'I dl lD m rI�H1 VI r O N I 1 1 • . • • I I Nri d1 H-I D1 eN m HHI r lV in m Ln .1 I -,H•I0000000rlHilHiH�NN I r 1OtDo,rna,Dlmmnnm�O V 0 1 Ioo 1 I 1 Ll0 1 L�-11 1 r1OOO c; OOOOGOHi I r • 0 r II If II II II I[ It G 11 II II R 11 1 p4 I I 1 1 OOOOOOOOOdd OOOO 1 }�•' r , U1 IA Ii In UI u1 1n 1n v1 U1 trl 1+ to 1f1 Hr1 Fii 19.0 0 0 0 0 0 0 0 0 0 0 0 0 0 o z r F�-r I O N N W W H•I N m m N r•1 Vr O N N 0 I O 1 H r U� 1 0 D1 U1 1n to m 1p eft N M W UI lD d m 0 1 � ►a i d�x?5}S?5?CPCACPCPCPCP4PC?S?Cd � i 000O0000p4oOorioo 7. �1 I In W U]U)UJ W[A Ul U]U]N W U)U1 W[q • 1 W G O OOOOOOO000OOOO 1 H p 1 W W IN 01A NA,W IN F4 AI a Al Ar d1 1 �W I I 1 1 1 1 1 1 I ri 1om9HH�i Hr1r� ow +1n 9�Cr DG�4 1�DG GG P4{1G A4 AG PG AG dG m 1 mOOOIDhaImNHOaltOhlD II I I NN10btD10101Ot0IDIDlOIDIDpIy i o f27 1 $HMV OvOt01vmd/Olmmmm r r Hi HiH1H-1Hi H•1Hr•ir1rlr1 riHi HHHi 1 N W•QI O1 dr W Ml�N 1D HiMd.r�] I E-I w r m W mmm W W m[Om m W mmm W ' H 1 II Nrl rtOOOri rINNMM•01 at FQ?J7 1 WH I r PA W 1 IWIN milli unnnoonnp1•� UH I OppHNM0m w h w0 01 t"1NmwI9 t i hNal al O1010101 O1 a101011T 01 e11 a1 1 Z 1 w 17 ri ri rl ri rl 1 p IO bI C1 01 01 01 01 01 01 a1 01 01 01 01 In r 1 H I W 1 Opp I rtD My ov VI aI vd1-o-od1 o N lD 1 cu 1 i+i1i1 P+f+aDl?+ >• 1 w0i 1111hha•hhhr`hhrhr-hh0 1 aHA I C)3: �� ��y � I� o 1 V-1 ; OHa O 0 o O O O O CD Q O O O O H� ��ni H r Ha x p f/� I t[��(r��q pq I H� I nmOOO0000Ooaaomf I SIR 1 a 1,91 �•IiZ1rC.'rJQQ I a� ri a00000 o od 00000mHl r - 107 ICtC--�+ly 1ICC--��++�rQ•Q+l 1 G� W I rlmoGoaoOooOooOrN A 1 ANNNNNNNNNNNNH I �" � O�F4�1�H•rR��ei 1���ri � � � pq '�NrlerulH2OrmalO m•Irrlrr'!r r l H i �1 r_ 12-30-03; 5:28PM;CHIEF TECH SER II ;308 385 4639 Yt 11/ 26 h d' a h h 0 u T.yj.Il([�Wy ny1 N N N m cgcnmoInr-lnIn •• FP{v•�i n n 10 N f..M H N m OI O rl M m U� 0000000000NHriri I I I I I I r r r 1 1 1 1 1 W a a a pgcn Invn nvt-alnwnvn<r tn� Mmnm!'�.Mt�rlN�rinrnr•1.1 3p�;Jf/H� ID alaDolmamulwa�molma� mN III N Il1 N1/1 N 1AN ICI N lf1N FiQQQ]iii�/1 H(q r•I(9 rl M rim Hmri NlHm i 1 , 1 1 I Innm 1 I 1 Mri M r4 m r-I m H m H M H rn r4 1 1 01 p1 1 I � P4 I,- 0 A I I I u I 1 I 1 mnn n w V�.x lnw wmIn Mw ; /Oy O 1 1 1 OINdlIDm1llmrlGlPlDclllll�+ I f.1 !h 1 I f r'I VI rR N ri CY M W VI Ill l0 l�m In 1 1 1 1 O[s� ; i ; Oppp00000QO0 ap I r[ffy 1 1 I I 1 p 1 I ��itis 1 N�06�rleeepboar•IOMo. rj W ~mNlnrlrlrlr!rili 1mMmli I 1 1 W P4 I O O O O O O Q O 0 0 0 0 0 p 0 1 I Ia I I I V I I 04 I �e7 ul OUp 1 7 n r7.7 i rnlemom00000al101�r�I-I MEE ; 000M,oM,H ; .NI I 1 d•ONm In r4mm 0 w P wmw � rl 10 0-!,-I N m yl/ll'p m n I ; oo ; i o,i 00 1 1a0000000000 ; I n I 1 1 1 1 1 1 1 I I 1 1 1 1 r► ri 1 I H 1 � I +v olq + [-+� ; od1AO�l NwtoU}eflMrlrlV'rlo i 11 I CS 10Nl�atl O h dom O N wo0nn 0 1 Lx I EI 'L I orl,I,irtor•Iri iNNrlMmNa 1 ►�, rl DprP4AtNAtP404NINN INAaINA. I I Z I OOOQOOOOOOQOOOpb 1 H 1 WF4WaWpr W LLW WaaWq• I P4 1 f 1 1 1 1 1 1 1 1 1 1 1 1 1 , q In wwMPMRmom Go o rn I + 1 , I woo owr114MNrlommrw 11 1 I N ►DWIOIOwIOIolaloln+clad+dl 1 0 E 1 .ri 01 V D C Ql 01 VI V1 d'Ql M W N w I ri ri H 11 ri ri r�ri rl ri H Ti H H 11 I v1 ; � Ncowu,awrlrNwrtlnawq 1 HN i mmmapopmmmc000mmmmaom 1 v� to <C U I h1 $ 1 cn nNrlrl000l•1,-iNCYmrIvICO 1 WH I 1 kC q It U II 11 II 11 II 11 11 II 11 II 11 u N [.9 tHH•1 I 0214N M dIm 0hmm0 r-I Nm�, FZ; 1 1411p R1 r1MmMr1MMMMrlm mt� r 1 1 1 rlr{ririri owNNNNMNNNNNNNha1 M I 1 0 qg 1 N l0 In UI I+1 Y1 UI 1n In IA Vl In Vl l!1 Vl N I '1;r r >+ I f7a W I O r I ri rl rl r1 ri r 1 ri ri H rI rl r I r 1 O 1 '>1 '�yy11 1 yW,1• I O O OOOpp0000000 0 0 1 im ppH;:Iµ�-1�y�y I o,i z�y Icy z O I 1 0o OpoOpOQOOQ Q000 1 ',tI bib I o;HH HHHNHHNHHH1f j 1 I ' p FI eA'iGq 1 + HRI�IQeallvirWfJ;�rQrL��1'Ii1Pi V I d1(ryH I rimO0000000000om1•� I :G Fa � c�0 0 0 O 0 0 ccOO��0 0 0 N 1 �[sL. I I /•�rr Hrn a aaa�a��saaaaaaa `- i rIm0000000c 0C;. hN I 21� N N N N N N N ry 10z 111^��� ."I [V N r4 N H I + I O jF4F-1 NCI FA H�yHy AHq HHG�Hy H�Hy H 1 r-fC4m 901D n m cyl pi V4m r vo l 1 Uw(L i r�W �i/���i�ia��"� �i °I�i� rirlrlrl,•I'!� ; FW w 12-3l-03;� 5:28PM;CHIEF.TECH SER II ;308 385 4639 7t 12/ 26 _ �.. .._ � � w......,.v. v•IV��IV r1"I II L'/� 1/ L�l /_I V h lT h n H mQlnlom►DmdlrtclDinglto F'I pfi rl O di r{O O N m 01 1!)f�p m N O htO lrt el1No0110LO rINN 7.I H04000 COOOr�I"I rl rl �wh•1 l♦)mmmmClDQ101dlm ODm WO p�,, mlANN1I7NNNNM1111r�1l10 S/��-' rt rl rf N rl r•I Ih fr1 f�l H rl I-i rl N I i I 1 1 NNC+1tVN CIO ririr-INIYNNN I to I ?�I?.557�irSl IPaP�SS I��4�y ?�75 1i51 Ii�S ii�4 rig}i9� 1 AI n W i i i R I� R irG RC r�r�W RC �I r� •0A � � �� i dl-INu►nnnmrnrlcnolww i �11rlLAlDmIAMr+mOD1A.0Net I N`rr1NHV!11 �•NIDn1,ON r Z � o000000000000o i , 1 aMQ I i H— i I O I I um I mMo1r100000OOHONN I all rl dl rn dl Vi VI VI cM VI cn dl W d�d•N 1 iL FF-{1 I i I Fit rY� I O O Oo 00000000 o 00 i L•� I ICI rn I 1 I a I Na1a1r+101000Q0 W Nt+lOa 1 r i ommdON00C daatdmm i 1 NEE-1 1 hQ In.acl00000rna all 0 i rl rl ri ri rl rl rl rl H 1 r 1 1 i 1 I � 1 H II I RC No Ill Nr4rlNmViW notnri i � OhWlfldlNtOL�OJ01Orlmm 1 I OO I I r100000 d000r1r1Hrl � C7 H�` I I I I 1 1 I I I I I I I 1 1 1 m CA 1 }y I 1 1 A MR I �]'1< 7.a I Ey I ONN01dlOMMNIiOhMl0O1O I (� H I FUr�� i a�Nr+fmNm Nto o.11n Nr+►no I iS. 1 O(/l O � Hi.aH i CNNNHr•I r-INNMMMdr d11+10 1 L�H[Y+ l oaH}m-�H�W-I 1HcgI clyn1v�HIv..��Hyt�lN�lHViJ VFi�{ �{ G�i I oocc0000C;C; N04tAlaaaaaaaaaaa oo 04f i +In PGM'Mb4M+DGGG�D4�i><I�ddDG A 1 I N i m 1 OOtlOOtO n dIMNHO01mPt0 N I 1 NNl0 lD l�lD tD lO tp tC 1p 10 l0 to.dr dl i q �-Iq I '.i r1 OI tllO WO101 tll 01 d101 f+1 mf11 OD I 1 H rl H H H rl H rl rl rl rl rl t,4 H r4 rl 1 FNFss7�� BzOG m mmmmmm...mmmmmm I rA 3 I Ul UNri4000r1.-1NNmMvv i rAH i j H' 1 g U U R N 11 II II II Il 11 U N rrr777 I Nm I F] I I Jii111iQI�{1 !�i 1�}1�}I I'I''Ir'Irir+l•'I I I C-wao000 oNNNNNN(O Ell QtiWWalW R1W WI 999999O 1 ZI�. 00d00000000000000 �1�;-y,}}1zy1� 1 O 3 zz�y az �iz i [7 L:,V 1 •E�HHFi�HH�HH����Si 1 I , �r h19000O00000000Mr 11 RC I + p Qo p I I rlmO000OQOQO00GtOH 1 p� N� i Q�►71a�1a�lFraj7fra�71ra�lr�Iaa� aa�7Ra�a ; � i Hm000000NNNNNNr1N 1 iC +�� (Y� i G �H�{pH{N�{Np�H�•��•Hy�1i�-9�p�p��p1-Q1 u ; `�f O r'I N M W N 1O n m C1 o rl N r�l QI H I prpcqq k,_ �3 Da 1 H IQ.AiRi14Qi0. IPRGRr�iR w , Wei tiriH -fH rrll 12-30-03; 5:28PM;CHIEF TECH SER II ;308 385 4639 V 13" 26 ��.�•��.�v...• tAVL 1L/�' 70 n w m r Qn O ti7 - H w I t I 1 1 1 n n m l 1 I 1 d1 o r 1 1 r I 01 1 1 I 1 1 nUl 1 t I ji,nW 1 r I O I ,OA 1 1 I o I r0 i o 0 w O i I . � O ri rl i WOw i 1 N N Q 0 1 1 I 1 aA r I I o 10 0 h I Y+ I I N N O I I A'i I I IA 1�I O ri r-I N N m 1!1 O 1 O 1 I 1 I P 1P O N O rl r1 r 'FK,77�y t 1 I o tD 1 1 N I 1 N 1I1 O I 1 I 1 O 1 CA I I I 1 H I r I O l0 O N 1 1 I 1 O W 0 rl 1 ' 1 f Z I N LA O Cy 1 O lO O N I .1 H H 1 s r� N 111 p 1 �I n Q o I aj I A I 1 OIDWVr0o I r I �Honmmmoo rlrllili N 1 H c 1 r 1 N H M ul Q O 1 rq C! I OI ON I I I oomIaoo �� I H I N I MI'lOolD Opp CQ r-)rl rl r) N N 1 p NN Inln oo PC oO I H 7QQcq 1 1 ��E---11I I I tNV W�W WF�I I NN Hmm0a HrirlF4 NN 1 U Z$ 1 1 ca wwww F34 I NN Inlr1 00 1 t pl I 1 I 1 0 0 0 m 0 I m0N%D 00 ([s�7 I I M a0oU1 Q1 1 r�rf riHo0 NHe�fi 1 [y r- Imowco . H H NIAtmto I r (4 117N I H H 1 o �''ac N rl H 1 1 I 1p H I I H I t t II A 11 II II r Q p ppg Q pp A w r U1 I j QQiQ� RQiQRig�/LL��IQ$ �U � wH I I i H H ID I H HC/1H H �.i w H m WOS�Zup I M [ PPII 1 1 I I A A rd 1 A U PU p`q d 4 i 12-30-03; 5:28PM;CHIEF TECH SER II ;308 385 4639 V 14,-' 26 r 0 u r�-Imoreq 00 H �1f1� NO W mGOlDrirl 00 ri 0 0 rl 0 0 O •m In N N N NOOWHrI o0 r-100H o0 .o O N N N dr o r N ern I r H00%Dr4ri oa (1 nW i HOOri 00 Qq olnm NN Q vUO I N z m i N oo0tDHH 00 %DDo rlbOrd 00 w0 �U1`J ; � QlnO NN 1110 �Wr N p WfCq F] I mOOrIHH 00 00 NN I otno NN II N II 00 rl O O [v rU O Nam NN R1 L- 00lGrir'i 00 1 k7 Z 00� 00 [nQ I zoo �� NN H 1 ♦ �y (��.1 H WW 0 �{ i *ON O - Q �tfl NN op u�P�-41 o 0Q[C�j o �oor�i�H oo C�j Ha r"1 1-a 1 u o N J4 N VI m N N o ri y[� y� 0 9Gi 1 piVl O�]{4�0 H �00H 00 1000 ,A]E 4 I 7y r1 [oi a1 O . .0 OU i # CI�'-,� I�NEIco j Nul NN marl H 1 # Si ❑ moolpHH Oa Ho 3 + rn o0 o Vu► V� 00Go 00 HN II Oin NN I I N Vj I * H 000000 00o NOOIDr�rir100 �I EGG Gi I * 000000 000 O 0 r4 00 II II W L1p 1 F 00000G 000 0 Co n 7�W I �11 000000 0000 o MCC F! 1 p ♦}� 0000MO 00 •O O N pq q 0000 0 000000 0 (/7 j r!� oomo OO�y1N0 o r4 mo NNrl 00 �+W00 �A hl NN0C!r,9 00NNH00 O a mo� 00 P,HO �nC7 InF4 �� �' I� CO In 0m O Ua� DNtlWv�� 1 opa 11 n n n u u P411 7 k7 cnC4No m [z]QihT 1 WpWr� I�Njgj pq y1M0 j� u�1HH A N A n n C29 g E1 U14 I�L�{k.8 uUUH q o to N p cc z 2 na H W w x nro 12-30-03; 5:28PM;CHIEF TECH SER II ;308 385 4639 Yt 15/ 26 �p 3� n n w z a H w Nnm 1 I dU10 U1 to 1lIQm 14iOi i '� MmMmm4rlrl I rinloMd,wth0 nu 1 I �Clnr nr: hnmhd•alncl W o g i I co 0 0 N a w U 1 I 0000000 p o 1 b 12owomEnmw I M W NNNNNNNN NC" bwww►nln WOW 1 O 1 00000000 j mmNNNs>•Vltl� C7�i Ea 1 U 1 i rl rl rl rl rl rl r1 ri 1 1 I h • A+i-7 � ddOOdOQC 1 riNmd6mO101 I H C9 I u1 to VI In Ul 1!1 Ul Ill � m m o rl''I O 1p W �3 � -A.' f � mmMmmNn7N p7 ii i u i d'n vl�a m sy�o ql zl 1 (11 1 mmmmww -Im .i1I �I o.ImlD q�00 Fy 01 01 01 C1 m n H 1 �w t a I 1 rI ri rl O O rl O C I 1 0 0 0 0 0 0 0 0 1 M i H O 1 a W Cn + 1 O' orl0VNm [/} H + too, + I-�S rl 10 I +E l tl1 ,mr,w OI t! w I N NN r11iNNe1 EHi OO RI mt�mn�oa�nb t I ooOGQ000 � ' R.• H �'! WOO E•1 91 1 w m m l�w t o m m �y w C9tn H I HO ; nt000ufrnloN E E+aC0 q 1 O pG�. t7 C7 m�W p ��7+ 0.+Q O 00 1 F7 1 mNmcmHNw• H U ra as w Mp ww V o oM H Ln IA O O C Ln Ln Ln 1 Fppy�� �Q��7711 Q U a ,(�] 1 I nnmin ln�hl� I �WW�CC, yW �W p, W [/� -- 1 .Ill�momWrNN R FNH N ObtQ f�I H 1 NNNNNNNN l) 1 . . . .mbmdl �UHi u� �N G]ln I I + dmmNrlNrlrl (�' 1 I W c�c��c� WxWaWxW�xWWx px�xq7 (.1WHH �W1F7 oc� � i a0000hnt'n. 1 q EHF�E� [?�W FED H y..i I dlmWhwodlN � HHHN acaC�a W. $ oo fA I mb/ry lnd lA rinW uE'jUj i W i mmmb b lo 1 W i A risi df/'1mNNNNri W mcowa0 144H�,Hda + + RRORR aa� OC�� I I 1 o I 1 MMNMNMHM ?E4-1 mmomcnbmw fF��1 1�Nm W lD a1�1 Wh HAG i Nrlriri rim lflNNdIN�D u�" �OEM[�(�� Imol t-M � Q U wWto Wmmmm ww(AU) Wmr rn 1 1 I 1 1 1 I I I LOW HrmlllN mN00 }i mQlomlllbmr•I pQ triNl'1141 rINmW UI NNM H1HMW N"WNM d�Z,ap�E-c cn H 1 + (FqC U PF+V1 1 1 �4Nd�Omlll4m 1 pp q apt WLa f IrlrlriO^I 'C; I NriHrl y TAululU1�j co wm cncncncn agw W (: z 1 NWNsr1]Nd�10 N�NWwmow H0,1Nr11d1�rINNlerlllb.INM�WrINQ I W 1 H A P rl H I ri rl pQ I rl ri rl rl ri ri rl rl EU•1 M 1 N 1 oommmnc-n N + oaoommnnn r-Ia U EJ W i N i N N N N N NM N W i N N N N N N N N A W i i bi = : 1Vryyl y���71 err y�!I y�!r'y�!hr.1R.; 'y 1�,�!'y I ►].Yp.W to O W W.i m 0 a,WNY.7 W N N N N N N N N N N N N Y � irblC' C CcH 1 HHhJ 1 lu.l000v00000pooww I t=7h1 i Nt'It"k' tE [" zC � xUzil-I r� � i-�m000aca000000mi� i '•� •fit ; n�bbbvb 7�b��bbbbbbbpbb��jr , to !i ' �1W000OOOd60pOOW.1 t 1 �J I m�,y, ZII O O O Q 0 0 0 0 4 4 0 0 0 0 0 o r I O I H I aa000. a. oo o. . . . . O Www yy�� k 1 wWWWWWWWWWWW WWWW 1 v�`� 1 1S�C�K'I<kfl k jC kl .4 on I G) 13 I W mlDblDbb lolpEOb EOt010 W W I �I ( �F-'t�F-'N N Hz{ I WWNNNNNNNNNNNNWW r ,� � �IPwNNO�pao .lvitlllgWNYyO�� I p�j 1 1 GJ N 1 r 11 11 U 11 11 II II ► II II II II Y fl l7 M fn H I '7 t7 L� co LO m r m W@ W W m m m m m m W W@@ W I I l J I W N E D I Q).P N O m 01 U 1 W W I W I F+WI-!w Wi�Y W W wY WI-�F'F`W I I YN.nmmCDbilb C I NN0�01010�01010101 p�p101 p�NN 1 I II OQODOpO000oc7doo I Hy {y�Q r Ib71 I l l l l l l t l l f l l l .P�H Hfn�Ily.q�nyH H=. i ya I 1 OpOopodOadooOoad i �� i OfA fA[A Vi bJ fq V)(!)(n[p(n(/1(/1(p�� II 1 4�7 m 0%A 0m 01 WJr b IP Iw 01 O 1 41 I oW WH WNW ooW'i W WIP Eno i H '�i i I 04 �I I - 1 O W I W I N(T In 1P W W"W W ' I bIP O QIb IA@N01 Ep 1P 61W 0>, I 1 (] I fn 1 II I H I 1 I I w W WwWwW W W i ��oi o I Ylo olO00000Eo aEoo�1 , Q-• , , 1 o I 1 o01QW000QoWOWWH 1Pw w a W a o o o wu1 w mw ro I n] I � 0000pa400vcoaoo ` ��� i i � I W W-1-1-4-4 Q-1-1,1�1 r1'1 W W 1 r O W IP 01 a1 Ol 01 O�a1 01 Ol�)W�1 O 1 In!-J� I 1 O I y ooQ0000000000o i p iWcN IP EOW bip mmaJ0161011n 1-� I 1 r W' I O1m100�F+�1NooWbUloUlm 1 1 t o O I b@@b W WpOW bIP 01 EP 010 I I I I {]. njb W W W W Y W W W W W►.1 W W W i 1 I W A yt I I 1 1 W WWI..rW F-.WMwYWWWwi NEnNInNInNEnNU1NtrNQ HE W-4W JW-4W-4W VWuWN '-'EQ IP.1 A.-7 IP r1 0-1 1A.]rP r1 IP m W L�rJ H I l l l l l r l l l l l l l ww. . W. . WF'. . . . +,h� W W-J M MMAL IA W W WWWW Q31-1 'd3nI NIPWWh+vlEowvWVdN01 yd3H .. Ii�.P�01POYooN W NW ml+ hH1[rJI(yH]! O a m a / ^art, G7./C T 9Z /91 4 6E9b 59E 90E`• II U3S H031 d31Ho!Wdez:s :EO-OE-ZE t ,� FEB-18-2004 02 :26 PM P. 01 iBOSS FAX TRANSMITTAL CONSTRUCTION,INC. 4945 GUIDE MERIDIAN BELLINGHAM, WA 98226 DATE: 2- IS TIME: OFFICE (360) 398-2300 FAX (360) 398-2302 TO: NAME: COMPANY; G" A•�/�'�, a r, PHONE NO; FAX NO: — 3 '-7 REC FROM: NAME: AIR04 r`/ �EB 1 �'' .e� RE: CPA BUIL[� e NO. OF PAGES (Including Cover Sheet) REPLY REVD: FIYES XNO HARD COPY TO FOLLOW: []YES ENO COMMENTS: a n SIGNED: f— $ --:' IF Tr11S TRA,INSiV1SS10N 1S 11N'CO3,V PL CTC, PLEASE C LL ( ' 1 I11' INFOR\L\1'ON U N• AIN11i1) IN'I'1115 I ACSIM11 1•: IS PRIVII.Ii(i1:D AND.-OR C'UNPII)I:NTIAL INI'(ri.; !' IN i•I!i, :S1'r I'I II: IN171VII7! \I. Oft IiN' ITY % \11'I) ,\!IOVIi 11: 'I'III: R1ir�I)rR OF ' HIS r O TR PAUF IS N'(l'1''!'III ;'` \Itl Illikl.i(1' ',rrl'll�flfl) I'il.\! \ti'1' I)Iti..til.\nN�\'I'Itt'�,. ;)151'R1131'I'It)\'. I'iR l°O1+1'IV(I (Ir I'1115 ('r+!�1nll'NI('.\'1'IIt�,,;•, �•, � �',I t) If!'i21'I\' It `�I'hIl'll.l' Pltullll►I'I'Ifl7. 11' 1'l>I' If\�I' I:I:'l'I:I\'I:I) fl(Iti ('(?\11fllNll(.:.\'PION' L`: I Rle(IR. I'I.I:,1,ti1' i'• '!.'I• ! ' . ;'!+� " '.� `•.r �I'.II! f '!'t l I •\'ti "I'l 11 :11►r rVl \I)I)RI'kN 1 1 1 I'l 11 i' I'r N` +' " I FEE-19-2004 08 : 12 AM P. 01 Bent by: KCM 2084438372; 02/18/04 13:10; )&j&L—#818;Psge 1/1 RECEIVED 11b) TETRA TECH/KCM iT--B 19 2004 COA BUILDING DEPT TELEPHONE CONVERSATION RECORD(USE FOR BOTH INCOMING 8,OUTGOING CALLS) .Job No. 3330031.002 CONVERBA71' N INtTU1 D BY DATE HOUR ROn, 80e6 COUG tacdon Fcbtruaxy 18, 11:30 AM PERSON CALL 4R RECE Ci CALL - 4 - -- TL° EpHONE N N810N PeW Confer RCM Seattle PURPOSE OF REFERENCE Arlin ton Biosolids Compost Building SUMMARY OF POINTS DISCUSSED AND CONCLUdiONS REACHED Ron called to claft tm items with regard to rebar placement, 1. At the wall 8'north of line A, shown in section A on 55, he asked which side the horizontal rehar needed to be tied on. I answered that as long as the vertical rebsr was located in the middle, it doesn't matter which side the horizontal bare are placed on (verticals arc principal steel, horizontal bare are temperature and crack control steel), 2. At this e=e wall, is it necessary to tic the vertical dowels to the vertical steel 'with which they are lapped? I answered that it is riot necessary to t1e thews together as long as they are both secured to the horizontala and they are within 6^ or one-fft of the required lap splice length of one another (ACI 318-95 12.14.2.3). In this case Lab/5 is 6" anyway. Past�lt'Fax Note 7871 oat. �� All TO WMM Pam,*A PhonA C: Dennis Eckhardt OtnNATURe Central Fues Ron Boss Construction 1 ■ 7 7 ■ 7 7 1 ■ i 1 1 I I I � ■ ■ ■ Jr ■ m ■i ■ ■ ■ ■ ■ II �I ORI �1w C'E IV E D DEC 31 2003 Design Calculations For: CITY OF ARLINGTON COA BUILDING INEPT ARLINGTON, WA Builder: STEEL STRUCTURES GROUP, C077947 REVISED 28G" ' All 24817 A G oa 1 k RECEIVED JAN 21 2004 rWA CONSULTANTr Chief Buildings A Division of Chief Industries, Inc . P.O. Box 2078 Grand Island, NE 68802-2078 I x. ., � ' � . . =1T : `� � ��� 6 '�t �, �`� Design Calculations - CHIEFjBy 3942 Old West Highway 3o Steel Structures Group, Inc. Mu"JE-0 12-11 6/10-Y P.O. Box 2073 Date : 11,'191200- Grand Island, NE 63302-3073 Arlington, WA Phone (303) 339-7200 Job No : C0-779 4 7 Page : 1 /2-4 Building, Description Desi4n Criteria Building A (1) - A.I.S.C. The ,Manual of Steel Type T5`r- '? r- z Construction 9"' Edition. Width (2) -A.I.S.I. Cold Formed Steel Length 280'-0" Design Manual 1996. Eave Height �16'.9" (3) UBC 1997 Occupancy Category- 4 Bays :14@20'-0" NIBIVtA : Standard Buildings Roof Slope 1/2 IZ Occupancy Design Loads Roof Top Units : N/A Roof Live Load . 20.0 psf (Tributary Area Reduction Not Billowed) Collateral load 5.0 psf Ground Snow (Pd , 27.0 psf Exposure Factor (C_) 0.7 importance Factor(I) 1.0 Mezzanine Loads Iu/A Roof Snow Load(Pf) : 18.90 psf Design Roof Snow Load 27, 0 psf Wind Speed 80 mph Exposure Category C Importance Factor(I) 1.00 Cranes : X/A Wind Pressure (p) : 1T. 3 psf Building Enclosure Seismic Analysis : Static Force Procedure Seismic Zone Additional Loads : X/A Importance Factor([) 1.00 i Design Calculations CHIEF: By cti 39a2 old west Highway 30 Frame Notations P.O. Box 2073 Date 11/19/200; Grand Island, NE 63302?073 Phone (308)339-7200 Job No C077947 Page ? /Zk Frame Joint Notation Used in [lie Computer Calculation: Building : "A" Frames at Linel,2,4,6,9,10 1 TBIJ-? Frames Building "A" Frame at Line: 3,5,7,9 1 TB1,T-1 Frames Building Frames at Line: Building Frames at Line i k OCT-09-2003 17:14 FPZRAL ABS 000 322 1030 P.Oi/il 3/2 LRAL Co 7 7 9 4 7 GPAV"LOAD TALE smgls Skin AppOmtion RAL INFCFNA=N Load UA MVarod by...-... 6io LO M _ Lad tattle Reprvd on—. . 1CAXV03 CAEA WOAS1AMN Z9lo -5q4 I DUCAWnON 18'Thin Seam Melmlat ltw G3Vo c r Nero%=._ - 17aIdtMNaaro�tlBRlDer=- 60 PROPM ES Lstr alaer 9r4 0.04M LAII 0.7087 W4 I aOaBa IM4 r9 8 ff !fMS 00(B3 t>N9 . Dr:9fpif e( �x 01 3D.0 w mm 29900 I fe-1 n sue. _ _ URM"PCgW4F-Load I,P ,w�Mr Soy tM reef L iAS SPAN 10a i50 tAD M0 106 3 Da 00 43a a00r 1i60 4.00 Lm T.00 i Ulm ,m sse 110 im lie 70 to na40 34 29 ffi 2 - iU IM NA NA fl NA NA NA NA NA MA Np NA 22 1e 31 I 611esf ma 347 lag 11a w n d8 39 1 A 23 m • 18 16 L/180 NA NA NA NA NA NA NA NA NA NA NA NA NA NA 3 Blreee I= � 308 lu IV 101 TT B7 -49 41 s4 19 u 11 i0 V 1w NA NA NA NA NA NA NA MA NA MA Ng NA NA MA NOTES for GRAVITY ROOF tables: __- 1. SecOm propedles and load are in cor*mmnce with 1988 AW 8 A(umin"Amcdaeon spGcHkat(p m. 2 'Stress'dwofas al mabla! based on bending stress. 3. 'U 150 ' denotes the lczc that wig produce a dolmdon of U 180 :If NA then cdess bed controls. � I G,'Qv1'� Lo 4d = -27 �sL I 4q pof Llt ow ax0e O k { a i e 2,2 J 18 " 4-F ,',i r,w II N S -o C, C. ` TOTGL P.01 it NOU-14-2003 14;-�1 FRORRL RBV I eee 322 1030 P.01i01 1 I FABRAL C 0 7 7 9 47 WIND SUCTION I,CAi7 TABLE 4/2�i Single Skin Application F{ RAL INFORMATION Load sable preparpfffJd by......... Eric Lowe Load table preparQd on......... 11114103 CUSTOMER INFORMATION Requested by - ..... --------- Cralg Hanson Company.............................. Project ..........T.................... I Lacatlon................................ PANEL DESCRIPTION Profile.................................... 18"ThIn Seam Material-------------------------------- Stflel Gauge or tnickne6s........._... Z2 Yield(ksi)Cr al{ temper...... so SECTIONI 0s111ve Negadve PROPERTIES oment Moment I Lstr .1087 In^4 0-0480 in^4 — I-dtI I 0.1067 in^4 0.0480 In^4 l i S I 0.0711 in^3 0.0493 in^3 Design street 1 J 30.0I kzi 30.0 ksi MOE i / / 29500 krr------ - 18-Thin Seam j I Uniform SUM Load In Pounds per Square Foot GAGE SPAN 1_0o 1.50 2-00 2.§0 3.00 3.50 4.00 4 4,50% 5.00 5.50 6.00 6.50 7,00 7.5a B.t10 1 Stress 986 T38 247 1 110 80 -! '62 49 39 33 27 23 20 pis 15 L! 180 NA INA NA NA NA NA d6 25 19 15 12 10 8 22 2 Slraas 1422 32 116 158 116• a9 .70 5 47 40 34 29 25 22 U 180 NA NA NA NA NA ( .'NA NA NA NA NA NA 24 20 3 Stress 1T77 444 2 197 1AS 1111 88 1 71 59 49 42 35 32 28 U 180 NA NA NA NA NA 87 _ 63 48 37 29 23 19 15 I NOTES for WIND load tables: t 1. S�tcre'�,s' ton properties and load tables are In conforman with 1986 AISI &1986 Aluminum Association specifications. 2. denotes allowable a based n bending str 3. 'L/ 180 'denotes the loaf at will p�oduce a eflectlon lof U 180 . If NA then stress load controls. 4. Allowable stress loads shown ave not been In axed by 1/3 for wind loading. t r 8 2000 Fabral-A Euran=Company IA r' I1'e d Su {-t'o , = 31. So ,1 f �I 1 d I � P c. I P l i 41.6z P,4 edye a� I l I c.o -��.-.) 7� pot Q,Lfow0.S a I Use 22.yq. Fob-q.l /g ` FBI",I Se ci vt W i 4-t% c./i't n. l I i a.F S—o C, C - l 1 y TOTAL. P.01 Mighti -Rib" PBR FABRAL s, INDUSTRIAL-COMMERCIAL ROOFING & SIDING Effective July 1998 CO779 `t7 39'OVERALL WIDTH - - 36'COVERAGE 12' I I 1 1/4" MATERIAL AND I wwTJSQ. wTJSQ. METAL POSITIVE GRAVITY LOAD TABLE(STEEL) THICKNESS PLAIN PAINTED SPECIFICATION FINISH ga. spansI T-0" 4'-0" 5'-0" 6'-0" T-0" T-0" T-0- GALVANIZED Grade 40(40 ksi plain: regular 1 112 63 40 28 21 NR NR STEEL yield strength) spangle - !- 26 ga. 99.9 lb. 101.4 lb. (Grade 80(80 painted: two-coat 26 2 155, 87_ 56 39 29 22 NR 24 ga. 127.5 lb. 128.9 lb. ksi yield 70%Kynar'500/ 3 194 109 70 49 36 27 22 22 ga. 155.1lb. 156.5 lb. strength)for 26 Hylar'5000;sili- 1 123 69 44 31 23 NR NR ga.)structural conized polyester, 24 2 133 75 48 33 24 NR NR steel with G90 vinyl plastisol; 0.5 3 167 94 60 42 31 23 NR coating,both mil two-coat conforming to polyester backer 1 164 92 59 41 1 30 1 23 NR ASTM A 653 (26 ga.panels 22 2 168 95 61 42 31 +30 24 NR have Super Alurite' -- paint) 3 210 118 76 53 39 23 ALUMINUM-ZINC Grade 40(40 ksi plain: regular ALLOY COATED yield strength) spangle POSITIVE GRAVITY LOAD TABLE(ALUMINUM) STEEL (Grade 80(80 painted: two-coat 26 ga. 96.1 lb. 97.6 lb. ksi yield 70%Kynar'500/ thk, spans 3'-0" 4'-0" 6-0- 6'-0" 7'-0" 8'-0" 9'-0" 24 ga. 123.3 lb. 124.8 lb. strength)for 26 Hylar'5000;sili- 1 114 64 41 28 21 NR NR 22 ga- 151.0 lb. 152.4 lb. ga.)structural conized polyester, .032" 2 206 116 74 52 38 29 23 steel with AZ55 vinyl plastisol;0.5 coating(for mil two-coat 3 258 145 93 64 47 36 29 plain)or AZ50 polyester backer 1 149 84 54 37 27 21 NR coating(for (26 ga.panels 040" _ 2 293 165 105 73 54 41 33 painted)both have Super Alurite' conforming to paint) 3 366 206 132 92 67 51 41 ASTM A 792 1 196 110 71 49 36 28 22 050" 2 �513 11 231 148 103 75 58 46 ALUMINUM 3004-H36 or plain: mill finish ._ _ .032" 49.8 lb. 50.9 lb. equivalent(28 painted: two-coat 3 289 185 128 94 72 57 .040" 62.2 lb. 63 4 lb. ksi yield 70%Kynar•5001 NOTES: 050" 77.8 lb. 78.9 lb. strength) Hylar'5000;sili- 1. The allowable loads are based on 1986 AISI and 1986 aluminum alloy Ionized polyester, Aluminum Association specifications. conforming to vinyl plastisol;0.5 2. The allowable loads are based on stress only. ASTM 8 209 mil two-coat 3. The allowable loads may be increased by 1h for wind polyester backer loading. 4. The minimum recommended slope for Mighti-Rib PSR UL90 RATING: 26 ga.steel(Grade 80,80 ksi yield strength)or 24 ga.steel panels is 5°(1:12 pitch). (Grade 40,40 ksi yield strength)over 16 ga. steel purlins(50 ksi minimum yield strength)spaced at maximum of 60"o.c. The panels are secured to purlins with =12-14 x i W'SOST screws using 5-6-12-12-6-6 fastener pattern(Construction No. 159). 1,I0 le Rn S 3"1 C � C 7 w 0 s��� , S s w •4 Lancaster, PA 17601 (717)397-2741 R P l/-e d /0 c c� f = -2 1, Z s> u/t C Gridley, IL 61744 (309)747-2937 P F /�2.c Jackson,GA 30233 (770)775-4484 2?, 63 P a F S C-T_!o N Idabel,OK 74745 (580)286-7521 Cedar City,UT 84720 (435)586-1215 A I/0"1 Coeur d'Alene, 10 83858 (208)687-9771 use 221 - Fa ii 2,'1� 9832-164 -1 © 1998 FABRAL n � r III CHIEF INDUSTRIES INC. PAGE NO. 6/ yo SEISMIC DESIGN REPORT_ JOB NO . CO77947 BUILDING A ENGINEER : CH DATE 19-NOV-03 TIME 20 : 04 : 12 BUILDING DATA SNOW LOAD : 27 . 00 PSF BLDG CODE : UBC 97 EXP C PART OPEN LIVE LOAD : 20 . 00 PSF TBLT-2 40 X 280 X 16 . 75118 . 42 WIND LOAD : 18 . 53 PSF ROOF PITCH: 0 . 50/12 COLLATERAL LOAD : 5 . 00 PSF SW A WEIGHT = 4 . 0 PSF EW B WEIGHT = 4 . 0 PSF SW C WEIGHT = 4 . 0 PSF EW D WEIGHT = 60 . 0 PSF SEISMIC CODE : UBC 97 SEISMIC ZONE : 3 Ca = 0 . 36 I =1 . 00 C = 2 . 50 R = 5 . 6 (LONG) R = 4 . 5 (LAT) **** LONGITUDINAL DIRECTION **** TOTAL ROOF WEIGHT = 102387 . LBS ENDWALL B WEIGHT = 1407 . LBS ENDWALL D WEIGHT = 21100 . LBS WT FOR ROOF DIAPHRAGM = 124894 . LBS DIAPHRAGM SHEAR=Vd=1 . 1*MAX (C/R, . 5) *Ca*I*W = 24729 . LBS WIND DIAPHRAGM SHEAR = 8472 . LBS **** SEISMIC CONTROLS ROOF BRACING **** WT FOR SW A BRACING = 133421 . LBS WT FOR SW C BRACING = 9630 . LBS RO VALUES : SIDEWALL (A) RO=1 . 00 Omega = 2 .2 SIDEWALL (C) RO=1 . 00 Omega = 2 .2 Omega=2 . 2 ---> 2 .2*0 . 6/0 . 75=1 . 76 SEISMIC SW (A) = 1 . 1*C*Ca*I*W/R* (1 . 76) = 41513 . LBS SEISMIC SW (C) = 1 . 1*C*Ca*I*W/R* (1 . 76) = 2996 . LBS WIND SHEAR SW (A) = 8472 . LBS WIND SHEAR SW (C) = 0 . LBS **** SEISMIC CONTROLS SW (A) BRACING **** **** SEISMIC CONTROLS SW (C) BRACING **** **** LATERAL DIRECTION **** TOTAL ROOF WEIGHT = 365 . 7 PLF SIDEWALL A WEIGHT = 33 . 5 PLF SIDEWALL C WEIGHT = 37 . 8 PLF WT FOR INTERIOR FRAMES = 437 . 0 PLF SEISMIC SHEAR TO FRAMES = Ca*C*I*W/R= 87 . 4 PLF Omega=2 . 8 ----> 2 . 8/1 . 7/0 . 75 = 2 . 196 SEISMIC SHEAR TO FRAME CONNECTIONS = 191 . 9 PLF 50 YEAR LATERAL WIND SHEAR = 254 . 9 PLF W > E/1 . 4 THEREFORE WIND CONTROLS LATERAL LOAD ON FRAMES P-DELTA CHECK: LIMIT SEISMIC FRAME DEFLECTION TO . 1*H*V/WT = H/ 70 . OR INCREASE SEISMIC FORCE TO ACCOUNT FOR P-DELTA. NOTE : Seismic deflection limit is for combinations with E/1 .4 USE H/60 FOR 10 YEAR WIND DEFLECTION i �, CHIEF INDUSTRIES INC. PAGE NO. 7/Z6 SEISMIC DESIGN REPORT. JOB NO. CO77947 BUILDING A ENGINEER : CH DATE 19-NOV-03 TIME 20 : 04 : 12 ---------------------------------------- ------- ----------- -------- - - - ------ --- *** ENDWALL BRACING DESIGN *** TOTAL LATERAL WEIGHT = 123767 . 1 LBS . LATERAL WEIGHT EW B = 6031 . 6 LBS . LATERAL WEIGHT EW D = 4843 . 4 LBS . ORDINARY MOMENT FRAME DESIGN AT ENDWALL B ----- -------- ----------- ----------------- NUMERICAL COEFFICIENT, R = 4 . 50 SEISMIC SHEAR EW (B) = V = Ca*C*I*W/R = 1206 .3 LBS . EQUIV. FORCE @ EW (B) = V/1 . 4 = 861 .7 LBS . Omega=2 . 8 ----> 2 . 8/1 . 7/0 . 75 = 2 . 196 EQUIV. FORCE TO FRAME CONN. = 1892 .3 LBS . WIND FORCE AT EW (B) = 2697 . 6 LBS . (l WIND CONTROLS ENDWALL B OMF DESIGN ORDINARY MOMENT FRAME DESIGN AT ENDWALL D -------------- --- - - -- - - -- - - ------- -- - - - - - NUMERICAL COEFFICIENT, R = 4 . 50 SEISMIC SHEAR EW (D) = V = Ca*C*I*W/R = 968 . 7 LBS . EQUIV. FORCE @ EW (D) = V/1 . 4 = 691 . 9 LBS . Omega=2 . 8 ----> 2 . 8/1 . 7/0 . 75 = 2 . 196 EQUIV. FORCE TO FRAME CONK. = 1519 . 5 LBS . WIND FORCE AT EW (D) = 2825 .1 LBS . WIND CONTROLS ENDWALL D OMF DESIGN Epv o (,Jr. 92 P.3F (-13,33)212 + (y l�SF) ( 17. 583 - 13, 33 ) (13,33 -- Y Zr h'79. 81 P(-F I ( /7, 5-83 /s) _ `/ 77, 61 RGF b !r/'26 5y- 57 PsF 60 1-.5F 0 1 C4 0 k- I 1 ` CHIEF s Only For Office Use y Order Number co� q '7 ! t / ne,..peal Ja7- 20 J Quote Number y Forth C-M/Juno-95 8 y� • _ Page of 1 CIA C O J 4 — c T-) ^ V LU r v rS7 cv CID CI rn z � r ° x N • S 1 � - - - � ! I r-- w '-L ` -J U Q 1 CJ w 'U U 2 U ? X I I I CHIEF For Office Use Only =�• a s;R•+ Order Number v o a,,.mid c•,.,,u i,;•,�n,r;t�an.�:..otn - - - r•eon�poel3e:en:o Quote Number Form C-216/June-95 'p 6 Page of G y w, ! o I A •. 1 {•'.l I / - .�r U,4 �? rIp .-., .-3`-i.l ° Pi1.YI.Pr,..` �B?'//' f�, .}- •' !s � f�e .:3 fits j ! r � r i_ ! �T .�B� �/�/�7 1) 1 z, � ... ��,,� � _ € Q•i'�'� ''s - -�� ? �.;$+ �,1. �rP 6 �_^Y:7 ,l �;Ir? /• -f�,y:1 1dr.rr,''j`( B f'1 T 1 {/ 0 ( •l.r ! �� ���? l�.i ''6 _..._ r�, a / I 11 ..✓a Ly /-I - r .-l.� ;l. � � ,,. �f`�, �;. r'` � � fl.,- .- - •1Ci� �,: /r7,s�Z �z -•._ 'r;a rl .. F( , zs �, 3 / r r ,✓ �, N H'EF For Office Use Only cnwrme.��n.,.�. Order Number G O 77 7 Y 7 P o a..207a r—d I—M,NfE IR W7.207n Ph—(308)382 8820 Quote Number Form C-216IJune-95 Page to of Pa.: R Jr / �, ��' C i� a S r-ccfwv of S i f h i cj M re/ -f Gr4 n /5 0/ � r all y LV I!1 Cl w ci d p i0 I n c �/ 00;�n ; '-i Oil A�L l J � of%t�� rvi�j'P _r, aie�, i� ¢ 4 1 hai= y�4,. u., �-:�.� w,%cdWO,-d op 10-�; cl el no-- p a h a C✓ e.,�i o s p . e �p0.-17'C,C/i P11c�J1e�+J �O rEL(c- 16 -14 cla cpp Cy C:Lq am QcicO.O.►a-/ C, o{ D,S doP, ta f need �p be a�=�� eE Pd� d 0u-fwcrd Ple'Js ;4.e . &Oa,u ro,'a d (occdi 0,1 -0/ 7 CS -Op/ 3 0,7 f-Ji,L � WLR, W LE - - - - -- - - _-� - P3 PZ � \ =� V. PI P/ c a �PpL 1.3 8 ,0 ono �xlc;•l r�►44C .s = /o. 6 LOAQ Ca St Pl pL P3 Py Sec X = I- 6 J./1,R -.Bz3 -. 823 -1. 2z5- - 1, 2ZS wte Y -,K4:3 r 660 . 660 - Lue-c P/ = DZ = �. old5-3)(/,3 2-10) (/6,75-- 13,3S) 12 - 0, 62.3 1< f13 = P y ` (• 0 /853)(/,3 )(• -7o.)( /8, 917- )3,333).2 = 1, 22-5 LcIL;,L� v/ 2 Jr�� fD3 - P Y - -'/, 22,5- These Ir4reJ era: �. d a III �I I y CHIEF For Office Use Only ChWII�d..In-.I- Order Number CC)77 7 Y PO 8.2075 Q.ndW.M,NE8.802-2078 Quote Number Phom(309(0824620 Forth C-216/June-95 Page � of LL; C0 = o.'7 F2 --� P I p q- -� —y 1-0lgo CJSC- ipl I'Z P3 p4- &jI-L . 8 Z3 2,3o l 3,675 /, Zz5" CcJLI- —,az3 - 2, 30 1 -3,675- - 1. Z2c- r�LE7 -0, y4`f -o.Yyy /,o89 . 65-1 W(IL 823 t 823 [ /3, 33 t 16, 75) 6, 737 = 7,301 P3 = /,2Zj- t- /,Z2S t /. 2?-5' _ 3, 675 c�lGc p3 . GS`t f • h�`I �z) - • Ytl`I (z) - 1,089 U J e 0 0 45 r.. J L(3 e 0 ,7 to 0 T s L. L�'a i1 Cop 't1 C l�C y?4 a oL = 1-5-0 co = 2,00 p GL - �•�G 0 0 0 I,tJL = -S•30 ri 0 = p _ /,75 C /. JJ • , } 1 v?7 qq 7 ✓a i - y.a fs.o83') (2801 f = 76 7 3 15 Nall = y/zsf(q,25'I I -� F - 7, s f�� (4.� %r a0 i = o -1 r9! 3827 w car -7. l~' wf, <0 -o F �::a�, rr J��� _ 9� /:s- l_,'! `'� 17 5'd3) 513 PLF _ .:/ 7a7-4C cur, Jo Toot, 0/A •.4i•Aj _ (,5-?3 Pc.r)(yo') t 63o 21, 1q ! -V CSF P, = 5,6 -C20 = :2. 2 �r Zone 3 soil f�pe, So I"= /, D Ca = 0,-3 R 0, 5(.36 )( 5-69,39 f 3827At f 6304 #- /o2, Y8o �� _ 2Y, 047 .ice •V� 7- �='.r-=7 '.� ���:°-d ({ya..ne Yzrr 2�� f - WP� f SeaS �.t1•C . - (0361 3627 680 f 102, Y80 �l, Sy l 2 - 2U /-Iil"t Et 3 Y/s zoo z0 r1a�o i I I GO7� ! '� � r� 131 } �i t co N r " CO ao nrV ti � � n � ! I I u 1 0�- ni ;•n '\ ,� m '\► m o q LJ � �1 � � `. � -•'� To- tj��J �`� a; � •_I r. � -o Q ! o l o�D ,- v `t- Ir, 00 � O V IJ C M U co U II � d � N Y Y�o w y �� q� O 'IN 1 V Vi � OVW O r 'V V 1\ r Y nA �. J M y O h O v � �V- n �- m cf3 n s` 1•(� O I1 L N lZ O o /`9 N\ � N " I',-, d ` N �4 N c"% (h q N., � In I OD R` to L) 00 ro � VVV } �� 1 r_ �51 SE-I.,Aa=C CcJ� 'f- � C0779y / E/ O 5-6 � � Ji J�(1 tt- 7.2, -7 2 8 Ix q56 )�� C3,o36! % J -1 GO 6r0dree des% A eYa`� -r° J Ord 21q d . 667 = cl ¢ 4 re,5,A -Ro + s /od s !:, St'ciQ%U f Co Gle c� Sraf" �#" A Set�Mic C�cs t- 7 6t,P) lYZ !;715F o,o7TVIS7y(- /•54?Fl ,OY6C l,69tC 3,336c ,/6zc 3.v(zr// y677-1/,7-76 ''2,t?46r� 157r 4S9 3 78 k. MAX GOB p /N CAL G'�-`/� - ✓r 6Y2 r Z S_ 8 U L `) _ 12. 8 5 Z r o� Y, � � r. '�_ - e �� , r 7 n SIr2/ ��_ /eS rSL 12 852 g� 7, 0 (y 3i - lO, Urj' /c`- .S 'r'N,S.1 i�C�Q.aJe 0-%(ou, �c4 - 2u f � D GGI Vina "%Jj /rwn" IL 8/ 2 a-, o�; ! /it 512 emu' /i7 Q o r f) 1,1 i I c0777V7 S/ .SToXy o-,oF r wl.L 5"r �.5 c 1 i rL- R,O0F T kuss D E:F L ri - 4.5 I I � co,1.5"Cl o, r F+ r.4 /.Z 6 7 YY7 i N Flt4 A,(C 0 C s 1&/\j 0 F/Ld:41 cVE 401 O/L�' :GGF1/4L E-F c E �r i3 1 I y lb jam_-...� ._ — _ / x 'z I -.452k —d -.757k -17 1-2 .7 Loads:LC 1.longitudinal Results for LC 1,longitudinal Reaction units are k and k-ft December 12, 2003 Craig Hanson, P.E. i 11:26 PM co77948ft.r2d I I I I� Basic Load Case Data BLC No. Basic Load Case Category Category Gravity Load Type Totals Description Code Description X Y Joint Point Direct Dist. 1 None .- Boundary Conditions Joint Label X Translation Y Translation Rotation (k/in) (k/in) (k-ft/rad) Ni _ Reaction Reaction_ N6 Reaction I Reaction I Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress (ksi) (ksi) Ratio (per 10^5 F) (k/ft"3) (ksi) STL 29000 1 11154 _ - 3 .65 .49 1 36 Joint Coordinates Joint Label X Coordinate Y Coordinate Joint Temperature (ft) (ft) (F) N1 - - 0- 0 0 N2 0 - 20 0 N3 0 40 0 N4 - �20 - 40; 0 N5 i— 20 - ! -- 20 0 N6 I 20 U - 0 Joint Displacements, By Combination LC Joint Label X Translation Y Translation Rotation (in) (in) (radians) 1 _ N 1 �> 0 i e- N2 _. -.UUz ZEIU9—e�:T— N3 -.1' ; —I.J e N4 - e N5 I - 94 U 2.83�e-4 N6 —_-1— I -ff —�45/e=4 1 Joint Loads/Enforced Displacements, Category : None, BLC 1 Joint Label [L]oad,[M]ass,or, Direction Magnitude [D]isplacement (k, k-ft, in,rad, k"s^2/ft) N4 L X -.452 i - N5 - L X - --- 757 Reactions, By Combination LC Joint Label X Force Y Force Moment (k) (k) (k-ft) r N 1 I 1.661 I �-- N& 1.661- Totals: 1.2UT U COG (ft): NU NU Load Combinations Num Description Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor 1 longitudinal E ii 1 1 1 1 j � I I • RISA-21D Version 5.5 [C:IRISA1co77948rt.r2d) Page 1 � , I I Member Section Forces, By Combination Ab LC Member Label Section Axial Shear Moment (k) (k) (k-ft) 1 1— M 1 T 0 -. T 3 'rbb T— 1.ti 1—BUT 66 1 bb T— ! M2 � i$ 26b 3� 4S9 I-u1'8�-T7�� —0lt$ u1ju M3 ' 1 i �- 2 -.U19 7—� 3 -.489 -.019 1 9; M4 U19 _! M5 .471 ! 3 .471 ui M6 0 ji4 1.Zut M7 t -.692 — a— M8 - 5 f I i _ Member Data Shape/ Material Phys End Releases End Offsets Inactive Member Label I Joint J Joint Rotate Section Set Memb I-End J-End ]-End J-End Code Length (degrees) Set TOM AVM AVM (in) (in) (ft) i M1 ! N1 N2 RAFTER-1 STL Y 20 M2 I N2 j N3 RAFTER STL Y 20 i M3 ! N6 I N5 I I RAFTER STL Y 20 I M4 N5 N4 RAFTER_j STL Y 20 M5 I N3 N4 I i STRUT i STL Y PIN PIN ! ! 20 ` M6 N2 N5 I STRUT I STL Yj I PIN I PIN 20 M7 ! N3 N5 I ROD I STL Y i PIN I PIN ! 28.2841 I M8 N2 N6 ROD I STL IYJ I PIN I PIN 28.284 RISA-2D Version 5.5 (C-.\RISA\co77948rt.2d) Page 2 -CO 77`JY7 l2� i I .. -- ,0?iyv j�./1127Y iY2gY N2?'Y �,iyZgY /YL9 V /Y27y 49 07/Yti 0 ore Q-S V3, -5, 7, s, il� lyz9)�d�� too � - 32Oo It Yl - ViS = . 07/YY 2 Ifoo / + 6�0 (�'-s)�•35��,� - /737 rrnnx = 0 7i5 .4 s = ��ro)C-280') 2-00 Or r O 71S V /07lJ 2 Z o /rM L �-X ;/ ;�• -- 1 Go779Y7 L0NGITc.l0 iAJ,4L tcl1N/J 8R� '(,+; 4P?LY 09 E5SL(,QE rION —� p b P3 —a Pr —m 3 ) (=a /=-3 ' �6, 75 - /3, 33') = o. S Z 3 k 01853)(1,3 0 7, 583 3, 3 3 ') `/7 j3)0.3if 20 '�,) ( )S, yid '- /.3. 3- ') l, Zz5 pY = (, 01853) rt.3 J (20IZ) 06, 75-12 ) 2.02, k _ k- i. PS= (; old s�ICr.�) (2K> 17-si33/z) = Y� ZY IL P6 = ol�s�>( l.3>(zo!a)( 1�, 4�;/z) = 2, 2. /t/C� 10T'i SSu:La .4 , .q -oaot 61 rJtj -S i:.-." ON �o A qNO .5,&A)/, 11 FC,4l / SHIEW1,N) CT �/�n1=:�lydr� i! �/CO�II /�rJJACLlUT F-?,4s.4E5j j1v/JyC D DV L 1i 7aX31DIV4t. hr4 923 f- 7,02 2 25- �-- 2, 2 2- ) r4 01 /2,B p = 0, L04v IOEft 8-P-4cu' 1.3,Q`( _ V /2,575 '/S z. S/S u = 1.3-7j( /60 = 2,012k /Z�57Sk, i Co777Y M t3 .80 (.f ;UUS► 14-IVE7 10 r j.S.r ?o EA .0L /4IX O,y G040J w2 snzENGT={ r,ES!6M - r — 4 2 ')(-P, 2 ) +- /,7 (` (p,� ) _ — 7,7/ 36 z) j f- �, � � (2,z)4- 0. 4 (1. 2)) = 7, 85111�767/ 5-,s79 �t 7. 71 V /-7671 l Z — V 363 k) , Per = /-7 (, /7)�'.58) _ /6 - 72 > 5, 57Y 4 ) TfdE�}12 l� — /- 7 (,33)(58) = 32.Sy x�,, 5 'Y, .363 y3 (.3) - 1, 8 (�N, S2//. 7671� _ ?D, 33 > . 3-3 •6NcMfl/Z 8��13 l�{ V� Srlt�N �rr1 To P E-s i ST F0 i I J�� r 0, 7 /,7) f 0, 7 0) -- 2, Z (5'. 2 ) /6, S 4- Co Lc1 ,u i11 H I/ J -5 77e eN G R4 to 2E--s f,s j' ' -4X1 co tic j �4c. p aEs3JON, ,q-N o AXi.4 L 3 TE!\1 srb N !s Dk L� r J 1 CHIEF For Office Use Only CW IM.,,n Z Order Number c�c-)- ! , �0 0.*207e 6—d lsbndJOE 8OW2.2079 Ph—(308)382-8020 Quote Number Form C-216/Juns-95 Page 23 of 1 •_ fit,.(/ � tv 2 S I k.G: �a .eJ f'i .2;? � 111/Jpj S�'s ,. J�•�w2i {'.�� _ ); . .c. /a j i CHIEFFor Office Use Only — Order Number Chief In ust -r 0:"Cild 1,1.nd.NE 68802-20 P 0 ft�20' e 78 Ph—(308),182-8820 Quote Number Form C-216/Juns-95 Page 2 of 2,(0 `9 OL ro!- 7, 6 S L. S'2 *0 fq io ,A pf. 7'? ' 4 F/o 9 9. —41,la N1() ofj /,67 r,r) f CV 00 n Y 3 404 0 CC A-13 1.,,"JAf CQ�, 4- -7(- L /Z I D COO-tpr S i CHIEFHIEF For Office Use Only cnwrMeuNn.+,n< Order Number P o R..2071 Cvan0 ie.ne,NE 68M2 7p7B Ph..(308)382-8820 Quote Number Form C-216/June-95 Page 2 of G I� J G7/1[T v-r5 ,� sf" ;. J- !" e! r'7- ,S• •_ .m �.'�, .._. �•: --. .� •�'. ,y ,- -,�- .s�', (,.�f" �� /0'f� o i`?w r-r '0 li f .flry;`r / r.s.l,i :. •lY. . `7 . .^..+•-, ,• 1r°1. ✓.z(3 lc.. 'f e a.'{) (� pH.. f 4, ff v<, `�..t .��� _ r I! >v'- Ya,✓1 4-I._J l� ® �7 " _- f`�.� �lr.._ 01 f 73 1 ' F/ n bk""s; J i f`•:'dt %�/,`� •) , , ' �5 !7 ;.� —T" 6 3O ��' , � �")Cl.�`:7ii� C;O C?_.f 7 �3r_; 1 f r6 !,� ��',. _, i.7 �'�'�' _%> ._-)I::{.'..f -.• �. H, r .� .., f' C.4 Sc?f a/—r.i'C- 4Y'r'r .i 04 � � e :I. � �r v , - ., - - I 1. cF. :. -1• !. I a' fir. - ��� 7 r 1. - ! ! �t ; � l `•i ,� �;'' ,-1.. (. � �� C�-"w �^. WALL DRIFT Horizontal Dimension 18.83 Angle(rad) 0.77 Cos angle 0.7 44959 Vertical Dimension 18.42 Rod Length 26.34 Eave Force 4.20 Uplift 4.11 Rod Force 5.87 Rod Size 0.63 -Rod-Areal-- Horizontal Drift at Eave (in) 0.29 Endwall Lateral Deflection under Wind Horizontal Dimension 18.83 Angle(rad) 0.77 Cos angle 0.71 9959 Vertical Dimension 18.42 Rod Length 26.34 Eave Force 1.83 Uplift 1.79 Rod Force 2.56 Rod Size 0.631 Rod Area 0.31 Horizontal Drift at Eave(in) 0.13 Endwall Lateral Deflection under Seismic Base Shear (delta s) Wall Drift.xls i I CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO . - 1 STEEL STRUCTURES GROUP, INC JOB NO. C077947 PAGE INDEX FOR COMPUTER CALCULATIONS DATE 17-DEC-03 - --------- ---- MATERIAL REPORT . . . . . . . . . . . . . . . . . . . . . . . PAGE - 2 CABLE BRACING DESIGN . . . . . . . . . . . . . . . . . . . . . . . PAGE - 3 FRAME DESIGN SUMMARY . . . . . . . . . . . . . . . . . . . . . . . PAGE - 4 BUILDING A FRAME CO77947A01 COL LINES 3 , 5, 7, 9, 11, 13 RIGID FRAME DESIGN . . . . . . . . . . . . . . . . . . . . . . . PAGE F - 6 BUILDING A FRAME CO77947A02 LINES 2 , 4, 6, 8 , 10, 12 , 14 RIGID FRAME DESIGN . . . . . . . . . . . . . . . . . . . . . . . PAGE F - 22 BUILDING A FRAME CO77948A01 COL LINE 1 FOR REACTIONS RIGID FRAME DESIGN . . . . . . . . . . . . . . . . . . . . . . . PAGE F - 38 ENDPOST AT 15;B RIGID FRAME DESIGN . . . . . . . . . . . . . . . . . . . . . . . PAGE F - 54 ROTATED CP AT 15;C RIGID FRAME DESIGN . . . . . . . . . . . . . . . . . . . . . . . PAGE F - 68 JACK BEAM AT HIGH SIDE RIGID FRAME DESIGN . . . . . . . . . . . . . . . . . . . . . . . PAGE F - 84 BUILDING A ENDWALL (D) ENDWALL DESIGN . . . . . . . . . . . . . . . . . . . . . . . PAGE E 94 BUILDING A SIDEWALL (A) GIRTS GIRT DESIGN . . . . . . . . . . . . . . . . . . . . . . . PAGE G - 98 BUILDING A ENDWALL (B) GIRTS GIRT DESIGN . . . . . . . . . . . . . . . . . . . . . . . PAGE G - 102 BUILDING A SIDEWALL (C) GIRTS GIRT DESIGN . . . . . . . . . . . . . . . . . . . . . . . PAGE G - 106 Building A Purlins PURLIN DESIGN . . . . . . . . . . . . . . . . . . . . . . . PAGE P - 110 Bldg A purlins with axial and uplift from kicker PURLIN DESIGN . . . . . . . . . . . . . . . . . . . . . . . PAGE P - 115 Building A Purlins with Axial and Vertical Load from Kicker PURLIN DESIGN . . . . . . . . . . . . . . . . . . . . . . . PAGE P - 124 BUILDING A WIND DESIGN ROOF SIDEWALL (A) WIND BRACING DESIGN. . . . . . . . . . . . . . . . . . . . . . . PAGE W - 133 BUILDING A WIND DESIGN SIDEWALL (A) WIND BRACING DESIGN. . . . . . . . . . . . . . . . . . . . . . . PAGE W - 138 T � CHIEV INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. - 2 STEEL STRUCTURES GROUP, INC JOB NO. C07 7947 MATERIAL REPORT DATE 17-DEC-03 MATERIAL SPECIFICATIONS - -- - - - - - -- - - - - - - - - - - - - -- - The following is a list of the different materials used in this building. included are ASTM Specifications and Nominal Strength. ASTM Nominal Designation Strength Plate and Bar A1011-XX, SS A572-XX or A529-XX Fy = 55 ksi C-Section A1011-XX, SS Fy = 55 ksi Wind Bracing Cable A475-XX Extra High Strength (see cable charts) Paneling CS, AP & LTC A792-XX, SS Fy = 80 ksi MSC & STC A792-XX, SS, Class 1 Fy = 50 ksi Structural Bolts A325-XX Ft = 90 ksi Allowable stresses are figured in accordance with Section 1 . 5 of "Specifi- cation for the Design, Fabrication, and Erection of Structural Steel for Building" (AISC - 9th edition) or the AISI "Specification for the Design of Cold-Formed Steel Structural Members" . Revised 9/19/02 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. _ 3- STEEL STRUCTURES GROUP, INC JOB NO. C077 947 CABLE BRACING DESIGN CHART DATE 17-DEC-03, CABLE BRACING LOAD CAPACITIES - - - - - - - - - - - - - - - - - - - - - - - - -- - -- Breaking Working Eyebolt Eyebolt Strand Size Strength Strength Size Force +- -- - -- - -+ 1/4" 6 . 65 k 13 . 33 k I 1/2 " 3 . 76 k +--- - ----+ +---------+ 3/8" 15 .40 k 7 . 70 k 5/8" I 5 . 87 k +-- - - ---- -+ +---------+ 1/2 " 26 . 90 k 13 .45 k 7/8" 111 . 51 k (1) Breaking Strength - Values from ASTM A475 for extra high - - - - - - - - - - - - - - --- strength strand. (2) Working Strength - Calculated from the Breaking Strength - - - - - - ---- -- - - -- 2 . 0 for a Safety Factor. (3) Eyebolt Force - Based on ASTM A36 threaded fasteners; ------------- using AISC 9th edition. revised 11/27/95 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. - 4 STEEL STRUCTURES GROUP, INC JOB NO. CO77947 FRAME DESIGN SUMMARY DATE 17-DEC-03 - - - ---- -- ---------------------------- - - - - -- -- -- - - - - - - - ---- ---- ----------------- FRAME DESIGN AND OUTPUT SUMMARY ------------- ------------------ A. General The frame is designed as a fully rigid jointed plane frame (two-dimensional force analysis) with pin supports at the base of the exterior columns . Interior columns (when applicable) are designed based on pins at both ends . Frames with only one exterior column are also designed based on pins at both ends of the rafter beam. Column and rafter beam lateral support is provided by the girts or purlins . The inside compression flange lateral support is provided at the designated locations by flange braces connected between the member inside flange and the girt or purlin. B . Analysis The frame is analyzed using a stiffness matrix method with nonprismatic member stiffness properties . The joint deflections and member cross sectional forces for all loading cases are calculated and are used in the stress analysis . Bending, axial , and shear stress analysis are based on AISC Specifications . The bending and axial load combined stress ratio is normally held below 1 . 03 . C. Effective Member Lengths The effective member lengths for Exterior Rigid Frame columns are determined using an effective length factor (K) of 1 . 5 . Rafters and Interior columns (where applicable are designed using an effective length factor of 1 . 0 . These values have been found to be conservative for cases in which the members are tapered and effective lengths are determined by other more involved methods . D. Loads The following load combinations where they apply are used depending on the building code : DL + LL DL + WL DL + 0 . 5 LL + WL DL + LL + 0 . 5 WL DL + 0 . 5 WL + CRANE (if applicable) DL + 0 . 5 LL + CRANE (if applicable) DL + SEISMIC The live load is applied on the horizontal projection. The wind load is applied on the frame in accordance with the 1986 Low Rise Metal Building Systems Manual wind pressure distribution, or as required by the specific code applications . Increased tributary loading is applied to the interior frame in two bay buildings with continuous purlins . Full simultaneous loading (DL + LL + WL) is a special combination and is considered only for specific code applications . CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. = s 5 STEEL STRUCTURES GROUP, INC JOB NO. C077947 FRAME DESIGN SUMMARY DATE 17-DEC-03, FRAME DESIGN AND OUTPUT SUMMARY (Continued) E . Moment End-Plate Connecion Design Moment connections are designed in accordance with the AISC/MBMA Steel Design Guide 16 "Flush and Extended Multiple-Row Moment End-Plate Connections" published in 2002 using fully tensioned A325 bolts . Shear transfer between the plates is based on a bearing type shear connections . Bolt shear is taken as average shear on each bolt used for resisting the shear force . All bolt stress values are in accordance with AISC 9th edition specifications for ASTM A325 bolts in tension, shear, and combined tension and shear. F. Output Output consist of seven reports . They are : 1 . Dimensions and Properities 2 . Forces, Moments and Stresses 3 . Deflections and Rotations 4 . Anchor Bolts and Conections 5 . Flange Brace Locations 6 . Weld Summary 7 . Design Summary Based on the size and type of frame to be analyzed, some reports are not printed. The reports are self-explanatory with the exception of joints and sections . Joints are located at the base and top of exterior and interior columns (when applicable) and where the roof slope changes . Joint numbers start at the base of the left exterior column. Sections occur between joints, with a maximum of 8 sections allowed between joints . Web thickness and flange width and thickness are constant within a section. a .; CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 6 FRAME DESIGN DATA JOB NO. C077947 BUILDING A FRAME C077947A01 COL LINES 3 , 5, 7, 9, 11, 13 CH DATE 12-17-03 - -- - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - - - - CONFIGURATION (NON-SYMMETRIC FRAME) BUILDING WIDTH = 40 . 00 FT. NUMBER OF SPANS = 1 SPAN WIDTHS = 40 . 00 DESIGN BAY SIZE = 20 . 00 FT. LEFT EAVE HEIGHT = 16 . 75 FT. RIGHT EAVE HEIGHT = 18 . 92 FT. LEFT RAFTER SLOPE (R/12) = 0 . 50 RIGHT RAFTER SLOPE (R/12) = 0 . 50 GIRT OUTSET = 8 . 00 IN. PURLIN DEPTH = 8 . 00 IN. STEEL YIELD: FLANGES 55 . KSI WEBS 55 . KSI LOADINGS . . . DEAD LOAD = 2 . 648 PSF (Dead Load of Rigid Frame is calculated internally) COLLATERAL= 5 . 000 PSF LIVE LOAD = 20 . 000 PSF SNOW LOAD = 27 . 000 PSF WIND LOAD = 18 . 532 PSF LOAD CONDITIONS . . . 1 = DEAD + LIVE LOAD 100 . DL 100 . LL 100 . COL 2 = DL + SNOW LOAD 100 . DL 100 . SL 100 . COL 3 = DL + WLL 100 . DL 100 . WLL 4 = DL + 1/2SL + WLL 100 . DL 50 . SL 100 . COL 100 . WLL 5 = DL + 1/2WLL + SL 100 . DL 100 . SL 100 . COL 50 . WLL 6 = DL + WLR 100 . DL 100 . WLR 7 = DL + 1/2SL + WLR 100 . DL 50 . SL 100 . COL 100 . WLR 8 = DL + 1/2WLR + SL 100 . DL 100 . SL 100 . COL 50 . WLR 9 = DL + WLE + BR1 100 . DL 100 . WLE 100 . BR1 10 = DL+LL+. 5 (WLE+BR2) 100 . DL 100 . COL 100 . LL 50 . WLE 50 . BR2 11 = DL+ . 5LL+WLE+BR2 100 . DL 100 . COL 50 . LL 100 . WLE 100 . BR2 12 = DL+SEISMIC LEFT/1 .4 100 . DL 100 . COL 72 . SEI 13 = DL+SEISMIC RIGHT/1 . 4 100 . DL 100 . COL -72 . SEI 14 = . 9 DL+SEISMIC LEFT/1 .4 90 . DL 90 . COL 72 . SEI 15 = . 9 DL+SEISMIC RIGHT/1 . 4 90 . DL 90 . COL -72 . SEI 16 = . 9 DL + (SEISMIC LEFT + 30% SB1) /1 . 4 90 . DL 90 . COL 72 . SEI 22 . SB1 17 = . 9 DL + (30% SEISMIC LEFT + SB1) /1 . 4 90 . DL 90 . COL 22 . SEI 72 . SB1 18 = . 9 DL + (SEISMIC RIGHT + 30% SB1) /1 . 4 90 . DL 90 . COL -72 . SEI 22 . SB1 19 = . 9 DL + (30% SEISMIC RIGHT + SB1) /1 . 4 90 . DL 90 . COL -22 . SEI 72 . SB1 20 = DL + (SEISMIC LEFT + 30% SB2) /1 .4 100 . DL 100 . COL 72 . SEI 22 . SB2 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - ' , 7 FRAME DESIGN DATA JOB NO. C077947 BUILDING A FRAME C077947A01 COL LINES 3, 5, 7, 9, 11, 13 CH DATE 12-17-03, LOAD CONDITIONS . . . (CONTINUED) 21 = DL + (30% SEISMIC LEFT + SB2) /1 .4 100 . DL 100 . COL 22 . SEI 72 . SB2 22 = DL + (SEISMIC RIGHT + 30% SB2) /1 . 4 100 . DL 100 . COL -72 . SEI 22 . SB2 23 = DL + (30% SEISMIC RIGHT + SB2) /1 . 4 100 . DL 100 . COL -22 . SEI 72 . SB2 LOAD CONDITIONS FOR SEISMIC COLUMN TO GIRDER CONNECTIONS . . . 2d = DLiSEISMIC LEFT/1 .4 78 . DL 78 . COL 157 . SEI 25 = DL+SEISMIC RIGHT/1 .4 78 . DL 78 . COL--157 . SEI 26 = . 9 DL+SEISMIC LEFT/1 .4 71 . DL 71 . COL 157 . SEI 27 = . 9 DL+SEISMIC RIGHT/1 .4 71 . DL 71 . COL-157 . SEI 28 = . 9 DL + (SEISMIC LEFT + 30% SB1) /1 . 4 71 . DL 71 . COL 157 . SEI 17 . SB1 29 = . 9 DL + (30% SEISMIC LEFT + SB1) /1 .4 71 . DL 71 . COL 47 . SEI 56 . SB1 30 = . 9 DL + (SEISMIC RIGHT + 30% SB1) /1 . 4 71 . DL 71 . COL--157 . SEI 17 . SB1 31 = . 9 DL + (30% SEISMIC RIGHT + SB1) /1 .4 71 . DL 71 . COL -47 . SEI 56 . SB1 32 = DL + (SEISMIC' LEFT + 30% SB2) /1 .4 78 . DL 78 . COL 157 . SEI 17 . SB2 33 = DL + (30% SEISMIC LEFT + SB2) /1 .4 78 . DL 78 . COL 47 . SEI 56 . SB2 34 = DL + (SEISMIC RIGHT + 30% SB2) /1 .4 78 . DL 78 . COL-157 . SEI 17 . SB2 35 = DL + (30% SEISMIC RIGHT + SB2) /1 .4 78 . DL 78 . COL -47 . SEI 56 . SB2 LOAD CONDITIONS FOR REACTIONS & DEFLECTIONS . . . 36 = DL 100 . DL 37 = COL 100 . COL 38 = LL 100 . LL 39 = SL 100 . SL 40 = WLL 100 . WLL 41 = WLR 100 . WLR 42 = WLE 100 . WLE 43 = SEI 100 . SEI 44 = SB1 100 . SB1 45 = SB2 100 . SB2 46 = BR1 100 . BR1 47 = BR2 100 . BR2 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 8 LOADING SUMMARY JOB NO. C077 947 BUILDING A FRAME C077947A01 COL LINES 3 , 5, 7 , 9, 11, 13 CH DATE 12-1'7-03 Jl J2 GROUP SYST DIR TYPE DIST LOAD *E or L LOAD -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 2 BR1 GLOB Z CONC 0 . 000 2 . 730 1 2 BR1 GLOB Y CONC 0 . 250 2 . 180 2 1 BR2 GLOB Y CONC 0 . 000 -2 . 180 1 2 SB1 GLOB Z CONC 0 . 000 4 . 460 1 2 SB1 GLOB Y CONC 0 . 250 3 . 570 2 1 SB2 GLOB Y CONC 0 . 000 -3 . 570 2 1 SEI GLOB X CONC 0 . 000 0 . 798 3 4 SEI GLOB X CONC 0 . 000 0 . 798 3 4 DL GLOB Y CONC 0 . 000 -3 . 500 0 . 083 0 . 000 3 4 COL GLOB Y CONC 0 . 000 -2 . 000 0 . 083 0 . 000 3 4 LL GLOB Y CONC 0 . 000 -8 . 000 0 . 083 0 . 000 3 4 SL GLOB Y CONC 0 . 000 -10 . 710 0 . 083 0 . 000 3 4 WLL GLOB Y CONC 0 . 000 5 . 370 0 . 083 0 . 000 3 4 WLR GLOB Y CONC 0 . 000 5 . 370 0 . 083 0 . 000 3 4 WLE GLOB Y CONC 0 . 000 5 . 370 0 . 083 0 . 000 2 1 SEI GLOB X CONC 0 . 000 0 . 798 3 4 SEI GLOB X CONC 0 . 000 0 . 798 2 1 WLL GLOB X CONC 0 . 000 2 . 301 1 2 WLL GLOB X CONC 13 . 333 0 . 823 3 4 WLL GLOB X CONC 0 . 000 3 . 675 4 3 WLL GLOB X CONC 13 . 333 1 . 225 2 1 WLR GLOB X CONC 0 . 000 -2 . 301 1 2 WLR GLOB X CONC 13 . 333 -0 . 823 3 4 WLR GLOB X CONC 0 . 000 -3 . 675 4 3 WLR GLOB X CONC 13 . 333 -1 . 225 2 1 WLE GLOB X CONC 0 . 000 -0 . 444 1 2 WLE GLOB X CONC 13 . 333 -0 .444 3 4 WLE GLOB X CONC 0 . 000 1 . 089 4 3 WLE GLOB X CONC 13 . 333 0 . 659 2 3 SB1 GLOB X CONC 0 . 000 1 . 661 3 2 SB2 GLOB X CONC 0 . 000 -1 . 661 2 3 BR1 GLOB X CONC 0 . 000 1 . 124 3 2 BR2 GLOB X CONC 0 . 000 -1 . 124 (AUTO LOADS) 1 2 DL GLOB Y UNIF 0 . 000 -0 . 020 DLWT 2 3 LL GLOB Y UNIF 0 . 000 -0 . 400 LIVE 3 2 LL GLOB Y CONC 0 . 000 -0 . 502 LIVE 3 2 LL GLOB Z MOMT 0 . 000 -0 . 315 LIVE 2 3 LL GLOB Y CONC 0 . 000 -0 . 502 LIVE 2 3 LL GLOB Z MOMT 0 . 000 0 . 315 LIVE 2 3 SL GLOB Y UNIF 0 . 000 -0 . 540 SNOW 3 2 SL GLOB Y CONC 0 . 000 -0 . 677 SNOW 3 2 SL GLOB Z MOMT 0 . 000 -0 . 425 SNOW 2 3 SL GLOB Y CONC 0 . 000 -0 . 677 SNOW 2 3 SL GLOB Z MOMT 0 . 000 0 . 425 SNOW 2 3 DL GLOB Y UNIF 0 . 000 -0 . 053 DEAD 3 2 DL GLOB Y CONC 0 . 000 -0 . 066 DEAD 3 2 DL GLOB Z MOMT 0 . 000 -0 . 042 DEAD 2 3 DL GLOB Y CONC 0 . 000 -0 . 066 DEAD 2 3 DL GLOB Z MOMT 0 . 000 0 . 042 DEAD 2 3 DL GLOB Y UNIF 0 . 000 -0 . 021 DLWT 2 3 COL GLOB Y UNIF 0 . 000 -0 . 100 COLL CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 9 LOADING SUMMARY JOB NO. C077947 BUILDING A FRAME C077947A01 COL LINES 3 , 5, 7, 9, 11, 13 CH DATE 12-17-03 J1 J2 GROUP SYST DIR TYPE DIST LOAD *E or L LOAD - - - - - - --- - - - - - -- - - - - - - - - -- --- --- ------ - - - - - 3 2 COL GLOB Y CONC 0 . 000 -0 . 125 COLL 3 2 COL GLOB Z MOMT 0 . 000 -0 . 079 COLL 2 3 COL GLOB Y CONC 0 . 000 -0 . 125 COLL 2 3 COL GLOB Z MOMT 0 . 000 0 . 079 COLL 2 3 WLL GLOB X UNIF 0 . 000 -0 . 012 WLLX 2 3 WLL GLOB Y UNIF 0 . 000 0 . 277 WLLY 2 3 WLR GLOB X UNIF 0 . 000 --0 . 012 WLRX 2 3 WLR GLOB Y UNIF 0 . 000 0 . 277 WLRY 2 3 WLE GLOB X UNIF 0 . 000 -0 . 012 WLEX 2 3 WLE GLOB Y UNIF 0 . 000 0 . 277 WLEY 4 3 DL GLOB Y UNIF 0 . 000 -0 . 026 DLWT * E = eccentricity for concentrated loads . L = load length for uniform loads . COEFFICIENTS FOR WLL (WIND FROM THE LEFT) LEFT WALL COEFFICIENT = 0 . 0000 LEFT ROOF COEFFICIENT = -0 . 7000 RIGHT ROOF COEFFICIENT = -0 . 7000 RIGHT WALL COEFFICIENT = 0 . 0000 COEFFICIENTS FOR WLR (WIND FROM THE RIGHT) LEFT WALL COEFFICIENT = 0 . 0000 LEFT ROOF COEFFICIENT = -0 . 7000 RIGHT ROOF COEFFICIENT = -0 . 7000 RIGHT WALL COEFFICIENT = 0 . 0000 COEFFICIENTS FOR WLE (WIND ON THE ENDWALL) LEFT WALL COEFFICIENT = 0 . 0000 LEFT ROOF COEFFICIENT = -0 . 7000 RIGHT ROOF COEFFICIENT = -0 . 7000 RIGHT WALL COEFFICIENT = 0 . 0000 ,CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 10 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. C077947 BUILDING A FRAME C077947A01 COL LINES 3 , 5, 7, 9, 11, 13 CH DATE 12-17-03 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LOAD COND 1 - DEAD + LIVE LOAD - - - -- - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 11 . 7 2 . 8 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 013 0 . 010 3 -0 . 024 0 . 004 4 25 . 5 -2 . 8 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 2 - DL + SNOW LOAD - - - - -- - -- - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 14 . 5 3 .4 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 016 0 . 012 3 -0 . 029 0 . 004 4 31 . 0 -3 .4 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 3 - DL + WLL - - - - - ---- - - -- -- VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) ------ ----- - - - - - - -- -- - - - - - - - - - - - - - - - ---- --- -- -- 1 -6 . 6 -4 . 8 0 . 0 0 . 0 0 . 000 0 . 000 2 0 . 005 1 . 565 3 0 . 000 1 . 568 4 -2 . 0 -2 . 8 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 4 - DL + 1/2SL + WLL VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 0 . 8 -3 . 0 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 003 1 . 570 3 -0 . 014 1 . 570 4 12 . 8 -4 . 6 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 5 - DL + 1/2WLL + SL VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 10 . 3 0 . 9 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 012 0 . 793 3 -0 . 026 0 . 787 4 27 . 3 -4 . 7 0 . 0 0 . 0 0 . 000 0 . 000 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - •gl1 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. CO77947 BUILDING A FRAME CO77947A01 COL LINES 3 , 5, 7, 9, 11, 13 CH DATE 12-17-03, LOAD COND 6 - DL + WLR VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 0 . 1 3 .2 0 . 0 0 . 0 0 . 000 0 . 000 2 0 . 000 -1 . 749 3 0 . 005 -1 . 749 4 -8 . 7 5 .2 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 7 - DL + 1/2SL + WLR - - - - - - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 7 . 5 5 . 0 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 008 -1 . 743 3 -0 . 009 -1 . 748 4 6 . 1 3 . 5 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 8 - DL + 1/2 WLR + S L - ---- - - -- - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 13 . 7 4 . 9 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 015 -0 . 864 3 -0 . 024 -0 . 872 4 23 . 9 -0 . 6 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 9 - DL + WLE + BR1 VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 -6 .2 -1 . 7 2 . 7 0 . 0 0 . 000 0 . 000 2 0 . 003 0 . 317 3 0 . 002 0 . 320 4 -4 . 5 0 . 1 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 10 - DL+LL+ . 5 (WLE+BR2) - - - - -- - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 10 .4 2 . 3 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 011 -0 . 072 3 -0 . 020 -0 . 076 4 20 . 0 -2 . 0 0 . 0 0 . 0 0 . 000 0 . 000 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 12 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. C077947 BUILDING A FRAME C077947A01 COL LINES 3 , 5, 7, 9, 11 , 13 CH DATE 12-17-03 --- - - ---- --- - - - - - - - - - - - -- ------- - - - - - - - - - - - - - - - - LOAD COND 11 - DL+ . 5LL+WLE+BR2 VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 5 . 1 0 . 9 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 006 -0 . 156 3 -0 . 009 -0 . 157 4 6 . 5 -0 . 2 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 12 - DL+SEISMIC LEFT/1 . 4 VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 2 . 8 -0 . 3 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 003 0 . 649 3 -0 . 010 0 . 648 4 10 .4 -2 . 0 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 13 -- DL+SEISMIC RIGHT/1 . 4 VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 4 . 7 2 . 0 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 005 -0 . 641 3 -0 . 008 -0 . 643 4 8 . 4 0 . 3 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 14 - . 9 DL+SEISMIC LEFT/1 .4 VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) - - - - - - - - - - - - - - - - - - ------ --- --- - - - - - - - - - - - - - - - 1 2 . 4 -0 .4 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 002 0 . 649 3 -0 . 009 0 . 647 4 9 . 5 -1 . 9 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 15 - . 9 DL+SEISMIC RIGHT/1 . 4 VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 4 . 4 1 . 9 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 005 -0 . 641 3 -0 . 007 -0 . 643 4 7 . 5 0 . 4 0 . 0 0 . 0 0 . 000 0 . 000 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - ' -�l3 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. C077947 BUILDING A FRAME C077947A01 COL LINES 3 , 5, 7, 9, 11, 13 CH DATE 12-17-03, - - - -- -- -- - -- - - - - - - - - - - - - - - - LOAD COND 16 - . 9 DL + (SEISMIC LEFT + 30% SB1) /1 . 4 VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 1 . 5 -0 . 6 1 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 002 0 . 750 3 -0 . 009 0 . 748 4 9 . 6 -2 . 1 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 17 - . 9 DL + (30% SEISMIC LEFT + SB1) /1 .4 VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) -- - - - - ----- - ------ - - - - - - - - - - - - - -- - - - - - - - - - - - - - 1 0 . 0 -0 . 2 3 . 2 0 . 0 0 . 000 0 . 000 2 -0 . 003 0 . 534 3 -0 . 009 0 . 531 4 9 . 3 -1 . 7 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 18 -- . 9 DL + (SEISMIC RIGHT + 30% SB1) /1 . 4 VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 3 .4 1 . 7 1 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 004 -0 . 540 3 -0 . 007 -0 . 542 4 7 . 6 0 . 2 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 19 - . 9 DL + (30% SEISMIC RIGHT + SB1) /1 .4 - - - - - - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 0 . 6 0 . 5 3 .2 0 . 0 0 . 000 0 . 000 2 -0 . 003 0 . 146 3 -0 . 008 0 . 143 4 8 . 7 -1 . 0 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 20 -- DL + (SEISMIC LEFT + 300-. SB2) /1 . 4 VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) - - - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - - -- -- - - -- - - - 1 3 . 7 -0 . 1 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 004 0 . 548 3 -0 . 009 0 . 546 4 10 . 2 -1 . 8 0 . 0 0 . 0 0 . 000 0 . 000 ,CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 14 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. C077947 BUILDING A FRAME C077947A01 COL LINES 3 , 5, 7, 9, 11, 13 CH DATE 12-17-03 LOAD COND 21 - DL + (30% SEISMIC LEFT + SB2) /1 .4 - ---- - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) - --- -- - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - 1 6 . 5 1 . 1 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 007 -0 . 138 3 -0 . 008 -0 . 141 4 9 . 2 -0 . 6 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 22 - DL + (SEISMIC RIGHT + 30% SB2) /1 .4 - - - - - - -- - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 5 . 7 2 . 2 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 006 -0 . 742 3 -0 . 008 -0 . 744 4 8 . 3 0 . 5 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 23 - DL + (30% SEISMIC RIGHT + SB2) /1 . 4 -- - - - - - -- - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACJ. REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - -- - - - 1 7 . 1 1 . 8 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 008 -0 . 526 3 -0 . 008 -0 . 529 4 8 . 6 0 . 1 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 36 - DL - DEAD LOAD - - - - - - -- - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 1 . 7 0 .4 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 002 0 . 003 3 -0 . 005 0 . 002 4 5 . 4 -0 .4 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 37 - COL- COLLATERAL - - - - - - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 2 . 0 0 . 5 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 002 0 . 001 3 -0 . 004 0 . 000 4 4 . 0 -0 . 5 0 . 0 0 . 0 0 . 000 0 . 000 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - '->15 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. C077947 BUILDING A FRAME C077947A01 COL LINES 3 , 5, 7, 9, 11, 13 CH DATE 12-17-03 -- - - - - - - - - - - - -- ----- - - - --- - - - - - - - - - - -- - - - - - - -- - - - - LOAD COND 38 - LL - LIVE LOAD - - - - - - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 8 . 0 1 . 9 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 009 0 . 006 3 -0 . 015 0 . 001 4 16 . 0 -1 . 9 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 39 - SL - SNOW LOAD - - - - -- - - - - - -- -- VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 10 . 7 2 . 6 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 012 0 . 008 3 -0 . 020 0 . 002 4 21 . 6 -2 . 6 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 40 - WLL- WIND FROM LEFT VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 -8 . 3 -5 . 1 0 . 0 0 . 0 0 . 000 0 . 000 2 0 . 007 1 . 562 3 0 . 005 1 . 566 4 -7 .4 -2 . 5 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 41 - WLR- WIND FROM RIGHT - - - - - - - - - - - - -- VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 -1 . 6 2 . 9 0 . 0 0 . 0 0 . 000 0 . 000 2 0 . 001 -1 . 752 3 0 . 010 -1 . 751 4 -14 . 1 5 . 6 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 42 - WLE- WIND ON ENDWALL - -- -- - - - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - -- - 1 -5 .3 -1 . 5 0 . 0 0 . 0 0 . 000 0 . 000 2 0 . 004 0 . 075 3 0 . 007 0 . 080 4 -10 .4 1 . 1 0 . 0 0 . 0 0 . 000 0 . 000 ,CHIE'F INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 16 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. C077947 BUILDING A FRAME C077947A01 COL LINES 3 , 5, 7, 9, 11, 13 CH DATE 12-1'7-03 LOAD COND 43 - SEI- SEISMIC LOAD VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) ------ --- - - - ----- - ---- - - - - - - - - - - - - -- - - -- - - - - - 1 -1 .4 -1 . 6 0 . 0 0 . 0 0 . 000 0 . 000 2 0 . 001 0 . 902 3 -0 . 001 0 . 902 4 1 .4 -1 . 6 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 44 - SB1- SEISMIC BRACING - - - - - - - -- - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 -4 . 3 -0 . 8 4 . 5 0 . 0 0 . 000 0 . 000 2 0 . 001 0 .470 3 -0 . 001 0 . 468 4 0 . 7 -0 . 8 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 45 - SB2- SEISMIC BRACING - - - - - - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) --- --- ------ ----- - ------ -------- -- - - - - -- - - - - - 1 4 . 3 0 . 8 0 . 0 0 . 0 0 . 000 0 . 000 2 -0.. 005 -0 .470 3 0 . 001 -0 .472 4 -0 . 7 0 . 8 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 46 - BR1- WIND BRACING 1 - - - - - - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 -2 . 6 -0 . 6 2 . 7 0 . 0 0 . 000 0 . 000 2 0 . 000 0 . 239 3 0 . 000 0 . 238 4 0 . 5 -0 . 6 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 47 - BR2- WIND BRACING 2 - - - - - - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 2 . 7 0 . 6 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 002 -0 . 238 3 0 . 000 -0 . 240 4 -0 . 5 0 . 6 0 . 0 0 . 0 0 . 000 0 . 000 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - ' -17 DESIGN SUMMARY REPORT JOB NO. C077947 BUILDING A FRAME C077947A01 COL LINES 3 , 5 , 7, 9, 11, 13 CH DATE 12-17-03, MEMBER NO. 1.- 2 LENGTH 15 . 30 FT MEMBER ANGLE 90 . 00 DEG WEIGHT 304 . LB SECT LENGTH START END OUTSIDE WEB INSIDE COMB . AT LOAD NO (FT) DEPTH DEPTH FLANGE THICK FLANGE RATIO DIST COND 1 14 . 49 14 . 00 14 . 00 6 . 0 X 5/16 5/32 6 . 0 X 5/16 0 . 738 14 . 5 3 (CONTROLLING ACTIONS) AXIAL -ALLOW STRESSES- --MAXIMUM STRESSES-- -UNITY CHECK- SECT FORCE MOMENT FA FBO FBI AXIAL FBO FBI - COMPONENTS - NO (KIP) (KIP-FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) FA FBO FBI 1 -6 . 85 67 . 93 44 . 0 43 . 5 44 . 0 -1 . 17 28 . 14 -31 . 30 0 . 03 0 . 65 0 . 71 - ---- -- - - - -- -- - - -- -- - - - - -- - - - - - - - - - - - - - - - - -- - - ----- - ---- -- - - - - -- - - - - - - -- - - - - - MEMBER NO. 2- 3 LENGTH 37 . 52 FT MEMBER ANGLE 2 . 07 DEG WEIGHT 796 . LB SECT LENGTH START END OUTSIDE WEB INSIDE COMB . AT LOAD NO (FT) DEPTH DEPTH FLANGE THICK FLANGE RATIO DIST COND 1 10 . 00 20 . 00 20 . 00 6 . 0 X 1/4 5/32 6 . 0 X 1/4 0 . 579 0 . 5 7 2 10 . 00 20 . 00 20 . 00 6 . 0 X 1/4 5/32 6 . 0 X 1/4 0 . 757 19 . 3 2 3 6 . 35 20 . 00 21 . 94 6 . 0 X 1/4 5/32 6 . 0 X 1/4 0 . 742 20 . 5 2 4 10 . 00 21 . 94 25 . 00 6 . 0 X 1/4 5/32 6 . 0 X 1/4 0 . 516 36 . 9 6 (CONTROLLING ACTIONS) AXIAL -ALLOW STRESSES- --MAXIMUM STRESSES-- -UNITY CHECK- SECT FORCE MOMENT FA FBO FBI AXIAL FBO FBI - COMPONENTS - NO (KIP) (KIP-FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) FA FBO FBI 1 2 . 13 -71 . 53 30 . 3 44 . 0 38 . 6 0 . 35 -22 . 06 22 . 06 0 . 01 0 . 50 0 . 57 2 3 .42 67 . 92 22 . 7 29 . 0 33 . 0 0 . 56 21 .43 -23 . 26 0 . 02 0 . 74 0 . 70 3 3 .40 66 . 60 22 . 7 29 . 0 33 . 0 0 . 56 21 . 02 -22 . 81 0 . 02 0 . 73 0 . 69 4 -0 . 13 80 . 86 44 . 0 37 . 0 44 . 0 -0 . 02 19 . 08 -20 . 51 0 . 00 0 . 52 0 . 47 - - - - --- - ------ -- - -- - -- - - - - - -- --- - - - - - --- - - - - - ----------- - -- - - - - - - - - - - - --- - - - - - - - MEMBER NO. 4- 3 LENGTH 17 . 16 FT MEMBER ANGLE 90 . 00 DEG WEIGHT 438 . LB SECT LENGTH START END OUTSIDE WEB INSIDE COMB. AT LOAD NO (FT) DEPTH DEPTH FLANGE THICK FLANGE RATIO DIST COND 1 16 . 09 14 . 00 14 . 00 8 . 0 X 5/16 3/16 8 . 0 X 5/16 0 . 704 16 . 1 2 (CONTROLLING ACTIONS) AXIAL -ALLOW STRESSES- --MAXIMUM STRESSES-- -UNITY CHECK- SECT FORCE MOMENT FA FBO FBI AXIAL FBO FBI - COMPONENTS - NO (KIP) (KIP-FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) FA FBO FBI 1 30 . 58 -55 . 32 24 . 0 33 . 0 29 . 8 4 . 07 -18 . 59 17 . 31 0 . 12 0 . 56 0 . 58 - - - - - - - -- - - - - -- -- --- - - - - - - - - - - -- - - - - - - - - - - -- ----- --- -- -- -- - - - - - - - - - - - - - - - - - - - - - - TOTAL FRAME WEIGHT IS 1538 . LBS . ,CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 18 FLANGE BRACE REPORT JOB NO. C077947 BUILDING A FRAME C077947A01 COL LINES 3 , 5, 7, 9, 11, 13 CH DATE 12-17-03 -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - COLUMN 1 - 2 GIRTS AT 8 .33 13 .33 SIZE 1 SIDES 1 CONN. 11 HOLE NO. 1 RAFTER 2 - 3 PURLIN AT 3 . 79 8 . 79 13 . 79 18 . 79 23 . 79 28 . 79 33 . 79 SIZE 1 1 1 1 1 SIDES 1 1 1 1 1 CONN. 11 11 11 11 11 HOLE NO. 2 2 2 2 2 COLUMN 4 - 3 GIRTS AT 13 . 83 SIZE 1 SIDES 1 CONN. 11 HOLE NO. 1 EAVE STRUT FLANGE BRACE LEFT COLUMN . . . . . . . . . . . NO RIGHT COLUMN . . . . . . . . . . . NO - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - -- -- STANDARD TUBE FLANGE BRACE SIZES : 1 - 1 . 0" DIAMETER X 16 GAGE ( . 065" ) 2 - 1 . 5" DIAMETER X 15 GAGE ( . 07211 ) 3 - 2 . 0" DIAMETER X 14 GAGE ( . 08311 ) 4 - 2 .25" DIAMETER X 13 GAGE ( . 09511 ) 5 - 2 . 5" DIAMETER X 12 GAGE ( . 109" ) -- - - - - - - -- - - - - - -- - - - - - - - - - - - - - - - -- - - - - - - -- -- - - - - - - - - - - - - - - - - ------ ---- -- ----- ------ i F CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - ' 19 WELD SUMMARY REPORT JOB NO. C077947 BUILDING A FRAME C077947A01 COL LINES 3 , 5 , 7, 9, 11, 13 CH DATE 12-17-03 Q = V X A X Y / I - -- ------ - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -- - - - - - - - - - - --- - --- - - - - - ----- -- --- - - -- COLUMN 1- 2 SECTION 1 Q MAX = 4993 . X 1 . 88 X 6 . 84 / 206 . 82 309 . 8 LBS/IN AT ANALYSIS POINT 1 WELD SIZE FOR THE SECTION =0 . 1875 INCH, WELD ONE SIDE ONLY - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - -- - - - - - - - - - - -- - - - --- - - - - RAFTER 2- 3 SECTION 1 Q MAX = 12760 . X 1 . 50 X 9 . 88 / 389 . 11 = 485 . 7 LBS/IN AT ANALYSIS POINT 111 WELD SIZE FOR THE SECTION =0 . 1250 INCH, WELD ONE SIDE ONLY RAFTER 2- 3 SECTION 2 Q MAX = 6279 . X 1 . 50 X 9 . 88 / 389 . 11 239 . 0 LBS/IN AT ANALYSIS POINT 116 WELD SIZE FOR THE SECTION =0 . 1250 INCH, WELD ONE SIDE ONLY - -- -- - -- - - - - - - - - - - - - -- - - - - - - ---- - - - - -- - -- -- - - - - - - - - - - - -- - - - - - -- - - - - - - - -- -- - - - - - - - - RAFTER 2- 3 SECTION 3 Q MAX = 6385 . X 1 . 50 X 10 . 85 / 481 . 26 215 . 8 LBS/IN AT ANALYSIS POINT 125 WELD SIZE FOR THE SECTION =0 . 1250 INCH, WELD ONE SIDE ONLY RAFTER 2- 3 SECTION 4 Q MAX = 1.3116 . X 1 . 50 X 12 .38 / 650 . 92 374 . 0 LBS/IN AT ANALYSIS POINT 130 WELD SIZE FOR THE SECTION =0 . 1250 INCH, WELD ONE SIDE ONLY COLUMN 4- 3 SECTION 1 Q MAX = 5246 . X 2 . 50 X 6 . 84 / 271 . 61 = 330 . 5 LBS/IN AT ANALYSIS POINT 4 WELD SIZE FOR THE SECTION =0 . 1875 INCH, WELD ONE SIDE ONLY CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 20 CONNECTION REPORT JOB NO. C077947 BUILDING A FRAME C077947A01 COL LINES 3 , 5, 7, 9 , 11 , 13 CH DATE 12-17-03 CONNECTION DESIGN DATA FOR MEMBER 2- 3 AT DEPTH 1 : KNEE SPLICE (1) SPLICE DEPTH: 20 . 0000 INCHES CONTROLLING ACTIONS WEB DEPTH: 19 . 5000 INCHES - - - - - - - - - - - - - -- -- - -- -- --- - POS MOMENT 50 . 50 FT-KIPS SPLICE DATA LEFT RIGHT AXIAL LOAD -1 .44 KIPS - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SHEAR -5 . 06 KIPS SECTION DEPTH 14 . 0000 20 . 0000 LOAD CONDITION 3 OS FLANGE WIDTH 6 . 0000 6 . 0000 OS FLANGE THICK 0 . 3125 0 .2500 NEG MOMENT -53 . 65 FT-KIPS WEB THICKNESS 0 . 1563 0 . 1563 AXIAL LOAD 1 . 60 KIPS IS FLANGE WIDTH 6 . 0000 6 . 0000 SHEAR 4 . 85 KIPS IS FLANGE THICK 0 . 3125 0 . 2500 LOAD CONDITION 7 MAX SHEAR 12 . 76 KIPS AXIAL LOAD 3 . 97 KIPS MOMENT -46 . 04 FT-KIPS LOAD CONDITION 2 LENGTH - 25 . 500 " DIAM. - 0 . 625" TOP ROWS 3 EDGE DIST TOP 1 . 500" WIDTH - 6 . 000" GAUGE - 3 . 500" BOT ROWS 3 EDGE DIST BOT 1 . 500" THICK - 0 . 375" PITCH - 2 . 750" CON TYPE 3 TOP PROJECTION 2 . 750" CORNER WEB - 0 . 156" THICK WITH 0 . 188" WELD ON 2 SIDES WELD SHEAR - 2 . 420 K/IN - - - -- - - - - - - - - - - -- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- - - -- - - - - - - CONNECTION DESIGN DATA FOR MEMBER 2- 3 AT DEPTH 9 : HIGH SIDE KNEE (4) SPLICE DEPTH: 25 . 0000 INCHES CONTROLLING ACTIONS WEB DEPTH: 24 . 5000 INCHES - - - -- - - - - - - - - - - - - - - - - - POS MOMENT 60 . 64 FT-KIPS SPLICE DATA LEFT RIGHT AXIAL LOAD -0 . 10 KIPS - - - - - - -- - -- - - - - - - - - - - - - - SHEAR 5 .41 KIPS SECTION DEPTH 25 . 0000 14 . 0000 LOAD CONDITION 6 OS FLANGE WIDTH 6 . 0000 8 . 0000 OS FLANGE THICK 0 . 2500 0 . 3125 NEG MOMENT -53 . 59 FT-KIPS WEB THICKNESS 0 . 1563 0 . 1875 AXIAL LOAD -0 . 34 KIPS IS FLANGE WIDTH 6 . 0000 8 . 0000 SHEAR -4 . 65 KIPS IS FLANGE THICK 0 .2500 0 . 3125 LOAD CONDITION 4 MAX SHEAR -13 . 12 KIPS AXIAL LOAD 3 . 06 KIPS MOMENT -52 . 48 FT-KIPS LOAD CONDITION 2 LENGTH - 30 . 500" DIAM. - 0 . 625" TOP ROWS 3 EDGE DIST TOP 1 . 500" WIDTH - 8 . 000" GAUGE - 3 . 500" BOT ROWS 3 EDGE DIST BOT 1 . 500" THICK - 0 . 375" PITCH - 2 . 750 " CON TYPE 3 TOP PROJECTION 2 . 750" CORNER WEB - 0 . 188" THICK WITH 0 . 188 " WELD ON 1 SIDE WELD SHEAR - 2 . 189 K/IN CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - ' 21 ANCHOR BOLTS AND BASE PLATES JOB NO. CO77947 BUILDING A FRAME CO77947A01 COL LINES 3 , 5 , 7, 9, 11, 13 CH DATE 12-17-03 , - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - - - SUPPORT JOINT 1 -- EXTERIOR COLUMN CRITICAL REACTIONS LOAD CONDITION - - - - - - - - - - - - - - -- - ---- ---- -- ------- - -- - - HORIZONTAL. . 4 . 99 KIPS 7 DOWNWARD. . . . 14 .48 KIPS 2 UPWARD. . . . . . -6 . 56 KIPS 3 4 . 75 KIPS ASSOCIATED SHEAR COLUMN BASE DETAILS --------------- -- - - COLUMN DEPTH - 14 . 0 IN OUTSIDE FLANGE - 6 . 0 X 0 . 3125 WEB THICKNESS- . 156 IN INSIDE FLANGE - 6 . 0 X 0 . 3125 LENGTH - 14 . 000" DIAM. - 0 . 750" NO. BOLTS 4 OS PROJECTION 0 . 000" WIDTH - 6 . 000" GAUGE - 3 . 500" HOLE PAT. 2 WEB FILLET 0 . 188" THICK - 0 . 375" PITCH - 4 . 000" OS EDGE 3 . 000" FLANGE FILLET 0 . 18811 ---- --------------------------- --------------------------------- ---------- - --- SUPPORT JOINT 4 -- EXTERIOR COLUMN CRITICAL REACTIONS LOAD CONDITION HORIZONTAL. . 5 . 25 KIPS 6 DOWNWARD. . . . 30 . 99 KIPS 2 UPWARD. . . . . . -8 . 70 KIPS 6 5 .25 KIPS ASSOCIATED SHEAR COLUMN BASE DETAILS ------------- - - - - - - COLUMN DEPTH - 14 . 0 IN OUTSIDE FLANGE - 8 . 0 X 0 . 3125 WEB THICKNESS- . 188 IN INSIDE FLANGE - 8 . 0 X 0 . 3125 LENGTH - 14 . 000" DIAM. - 0 . 750" NO. BOLTS 4 OS PROJECTION 0 . 000" WIDTH - 8 . 000" GAUGE - 3 . 500" HOLE PAT. 2 WEB FILLET 0 . 188" THICK - 0 . 375" PITCH - 4 . 000" OS EDGE 3 . 000" FLANGE FILLET 0 . 188" . _ - ---- ------------------ - - -------- ------------------------------------ ---- CHI°EF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 22 FRAME DESIGN DATA JOB NO. C077947 BUILDING A FRAME C077947A02 LINES 2 , 4 , 6, 8, 10, 12, 14 CH DATE 12-17-03 CONFIGURATION (NON-SYMMETRIC FRAME) BUILDING WIDTH = 38 . 82 FT. NUMBER OF SPANS = 1 SPAN WIDTHS = 38 . 82 DESIGN BAY SIZE = 20 . 00 FT. LEFT EAVE HEIGHT = 16 . 75 FT. RIGHT EAVE HEIGHT = 0 . 00 FT. LEFT RAFTER SLOPE (R/12) = 0 . 50 RIGHT RAFTER SLOPE (R/12) = 0 . 00 GIRT OUTSET = 8 . 00 IN. PURLIN DEPTH = 8 . 00 IN. STEEL YIELD: FLANGES 55 . KSI WEBS 55 . KSI LOADINGS . . . DEAD LOAD = 2 . 648 PSF (Dead Load of Rigid Frame is calculated internally) COLLATERAL= 5 . 000 PSF LIVE LOAD = 20 . 000 PSF SNOW LOAD = 27 . 000 PSF WIND LOAD = 18 . 532 PSF LOAD CONDITIONS . . . 1 = DEAD + LIVE LOAD 100 . DL 100 . LL 100 . COL 2 = DL + SNOW LOAD 100 . DL 100 . SL 100 . COL 3 = DL + WLL 100 . DL 100 . WLL 4 = DL + 1/2SL + WLL 100 . DL 50 . SL 100 . COL 100 . WLL 5 = DL + 1/2WLL + SL 100 . DL 100 . SL 100 . COL 50 . WLL 6 = DL + WLR 100 . DL 100 . WLR 7 = DL + 1/2SL + WLR 100 . DL 50 . SL 100 . COL 100 . WLR 8 = DL + 1/2WLR + SL 100 . DL 100 . SL 100 . COL 50 . WLR 9 = DL + WLE + BR1 100 . DL 100 . WLE 100 . BR1 10 = DL+LL+ . 5 (WLE+BR2) 100 . DL 100 . COL 100 . LL 50 . WLE 50 . BR2 11 = DL+ . 5LL+WLE+BR2 100 . DL 100 . COL 50 . LL 100 . WLE 100 . BR2 12 = DL+SEISMIC LEFT/1 . 4 100 . DL 100 . COL 72 . SEI 13 = DL+SEISMIC RIGHT/1 .4 100 . DL 100 . COL -72 . SEI 14 = . 9 DL+SEISMIC LEFT/1 . 4 90 . DL 90 . COL 72 . SEI 15 - . 9 DL+SEISMIC RIGHT/1 .4 90 . DL 90 . COL -72 . SEI 16 = . 9 DL + (SEISMIC LEFT + 30% SB1) /1 . 4 90 . DL 90 . COL 72 . SEI 22 . SB1 17 = . 9 DL + (30% SEISMIC LEFT + SB1) /1 .4 90 . DL 90 . COL 22 . SEI 72 . SB1 18 = . 9 DL + (SEISMIC RIGHT + 30% SB1) /1 .4 90 . DL 90 . COL -72 . SEI 22 . SB1 19 = . 9 DL + (30% SEISMIC RIGHT + SB1) /1 . 4 90 . DL 90 . COL -22 . SEI 72 . SB1 20 = DL + (SEISMIC LEFT + 30% SB2) /1 . 4 100 . DL 100 . COL 72 . SEI 22 . SB2 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - ' -r23 FRAME DESIGN DATA JOB NO. C077947 BUILDING A FRAME C077947A02 LINES 2 , 4, 6, 8 , 10 , 12, 14 CH DATE 12-17-03. - - - - - -- - - - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - -- -- - LOAD CONDITIONS . . . (CONTINUED) 21 = DL + (30% SEISMIC LEFT + SB2) /1 . 4 100 . DL 100 . COL 22 . SEI 72 . SB2 22 = DL + (SEISMIC RIGHT + 30% SB2) /1 .4 100 . DL 100 . COL -72 . SEI 22 . SB2 23 = DL + (30% SEISMIC RIGHT + SB2) /1 .4 100 . DL 100 . COL -22 . SEI 72 . SB2 LOAD CONDITIONS FOR SEISMIC COLUMN TO GIRDER CONNECTIONS . . . 24 = DL-+-SEISMIC LEFT/1 .4 70 . DL 70 . COL 157 . SEI 25 = DL+SEISMIC RIGHT/1 . 4 78 . DL 78 . COL--157 . SEI 26 = . 9 DL+SEISMIC LEFT/1 .4 '/"1 . llL '/1 . COL 157 . SEI 27 = . 9 DL+SEISMIC RIGHT/1 .4 71 . DL 71 . COL-157 . SEI 28 = . 9 DL + (SEISMIC LEFT + 30% SB1) /1 .4 71 . DL 71 . COL 157 . SEI 17 . SB1 29 = . 9 DL + (30% SEISMIC LEFT + SB1) /1 .4 71 . DL 71 . COL 47 . SEI 56 . SB1 30 = . 9 DL + (SEISMIC RIGHT + 30% SB1) /1 .4 71 . DL 71 . COL-157 . SEI 17 . SB1 31 = . 9 DL + (30% SEISMIC RIGHT + SB1) /1 .4 71 . DL 71 . COL -47 . SEI 56 . SB1 32 = DL + (SEISMIC' LEFT + 30% SB2) /1 .4 78 . DL 78 . COL 157 . SEI 17 . SB2 33 = DL + (30% SEISMIC LEFT + SB2) /1 .4 78 . DL 78 . COL 47 . SEI 56 . SB2 34 = DL + (SEISMIC RIGHT + 30% SB2) /1 .4 78 . DL 78 . COL--157 . SEI 17 . SB2 35 = DL + (30% SEISMIC RIGHT + SB2) /1 .4 78 . DL 78 . COL -47 . SEI 56 . SB2 LOAD CONDITIONS FOR REACTIONS & DEFLECTIONS 36 = DL 100 . DL 37 = COL 100 . COL 38 = LL 100 . LL 39 = SL 100 . SL 40 = WLL 100 . WLL 41 = WLR 100 . WLR 42 = WLE 100 . WLE 43 = SEI 100 . SEI 44 = SB1 100 . SB1 45 = SB2 100 . SB2 46 = BR1 100 . BR1 47 = BR2 100 . BR2 -CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 24 LOADING SUMMARY JOB NO. C077 947 BUILDING A FRAME C077947A02 LINES 2 , 4 , 6, 8 , 10 , 12 , 14 CH DATE 12-17-03 J1 J2 GROUP SYST DIR TYPE DIST LOAD *E or L LOAD 1 2 BR1 GLOB Z CONC 0 . 000 2 . 730 1 2 BR1 GLOB Y CONC 0 .250 2 . 180 2 1 BR2 GLOB Y CONC 0 . 000 -2 . 180 1 2 SB1 GLOB Z CONC 0 . 000 4 . 460 1 2 SB1 GLOB Y CONC 0 . 250 3 . 560 2 1 SB2 GLOB Y CONC 0 . 000 -3 . 490 2 1 SEI GLOB X CONC 0 . 000 1 . 600 3 2 DL GLOB Y CONC 0 . 000 -0 . 060 3 2 COL GLOB Y CONC 0 . 000 -0 . 110 3 2 LL GLOB Y CONC 0 . 000 -0 . 420 3 2 SL GLOB Y CONC 0 . 000 -0 . 570 3 2 WLL GLOB Y CONC 0 . 000 0 .270 3 2 WLR GLOB Y CONC 0 . 000 0 . 270 3 2 WLE GLOB Y CONC 0 . 000 0 . 270 2 1 WLL GLOB X CONC 0 . 000 0 . 824 1 2 WLL GLOB X CONC 13 . 333 0 . 824 3 2 WLL GLOB X CONC 0 . 000 2 .450 2 1 WLR GLOB X CONC 0 . 000 -0 . 824 1 2 WLR GLOB X CONC 13 . 333 -0 . 824 3 2 WLR GLOB X CONC 0 . 000 -2 .450 2 1 WLE GLOB X CONC 0 . 000 -0 . 444 1 2 WLE GLOB X CONC 13 . 333 -0 . 444 3 2 WLE GLOB X CONC 0 . 000 1 . 320 (AUTO LOADS) 1 2 DL GLOB Y UNIF 0 . 000 -0 . 016 DLWT 2 3 LL GLOB Y UNIF 0 . 000 -0 . 400 LIVE 2 3 LL GLOB Y CONC 0 . 000 -0 . 433 LIVE 2 3 LL GLOB Z MOMT 0 . 000 0 . 235 LIVE 2 3 SL GLOB Y UNIF 0 . 000 -0 . 540 SNOW 2 3 SL GLOB Y CONC 0 . 000 -0 . 585 SNOW 2 3 SL GLOB Z MOMT 0 . 000 0 . 317 SNOW 2 3 DL GLOB Y UNIF 0 . 000 -0 . 053 DEAD 2 3 DL GLOB Y CONC 0 . 000 -0 . 057 DEAD 2 3 DL GLOB Z MOMT 0 . 000 0 . 031 DEAD 2 3 DL GLOB Y UNIF 0 . 000 -0 . 022 DLWT 2 3 COL GLOB Y UNIF 0 . 000 -0 . 100 COLL 2 3 COL GLOB Y CONC 0 . 000 -0 . 108 COLL 2 3 COL GLOB Z MOMT 0 . 000 0 . 059 COLL 2 3 WLL GLOB X UNIF 0 . 000 -0 . 011 WLLX 2 3 WLL GLOB Y UNIF 0 . 000 0 .267 WLLY 2 3 WLR GLOB X UNIF 0 . 000 -0 . 011 WLRX 2 3 WLR GLOB Y UNIF 0 . 000 0 . 267 WLRY 2 3 WLE GLOB X UNIF 0 . 000 -0 . 011 WLEX 2 3 WLE GLOB Y UNIF 0 . 000 0 . 267 WLEY * E = eccentricity for concentrated loads . L = load length for uniform loads . CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - -25 LOADING SUMMARY JOB NO. C077947 BUILDING A FRAME C077947A02 LINES 2 , 4, 6, 8, 10, 12, 14 CH DATE 12-17-03, - - - - - - - - - - - - - - -- - - - -- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - COEFFICIENTS FOR WLL (WIND FROM THE LEFT) LEFT WALL COEFFICIENT = 0 . 0000 LEFT ROOF COEFFICIENT = -0 . 7000 RIGHT ROOF COEFFICIENT = -0 . 7000 RIGHT WALL COEFFICIENT = 0 . 0000 COEFFICIENTS FOR WLR (WIND FROM THE RIGHT) LEFT WALL COEFFICIENT = 0 . 0000 LEFT ROOF COEFFICIENT = -0 . 7000 RIGHT ROOF COEFFICIENT = -0 . 7000 RIGHT WALL COEFFICIENT = 0 . 0000 COEFFICIENTS FOR WLE (WIND ON THE ENDWALL) LEFT WALL COEFFICIENT = 0 . 0000 LEFT ROOF COEFFICIENT = -0 . 7000 RIGHT ROOF COEFFICIENT = -0 . 7000 RIGHT WALL COEFFICIENT = 0 . 0000 1 �: ,CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 26 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. C077947 BUILDING A FRAME C077947A02 LINES 2 , 4 , 6, 8 , 10 , 12 , 14 CH DATE 12-17-03 - - -- -- -- -- - - - - - - -- -- - - - - - - - - - - - - - - - -- - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - -- - - - - - - - - - - - - - -- - - - LOAD COND 1 - DEAD + LIVE LOAD - - - - - - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 11 . 7 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 016 0 . 001 3 11 .4 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 2 - DL + SNOW LOAD VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 14 . 5 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 019 0 . 001 3 14 . 2 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 3 - DL + WLL - - - - - - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 -3 . 3 -0 . 1 0 . 0 0 . 0 0 . 000 0 . 000 2 0 . 003 0 . 002 3 -3 . 9 -3 . 6 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 4 - DL + 1/2SL + WLL - - - - - - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 4 . 1 -0 . 1 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 007 0 . 003 3 3 . 5 -3 . 6 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 5 - DL + 1/2WLL + SL - - - - - - - - - - - -- - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) ------ ------ ------ - ----- -- - ----- ---- -- ------- 1 12 . 0 -0 . 1 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 017 0 . 002 3 11 . 5 -1 . 8 0 . 0 0 . 0 0 . 000 0 . 000 - - - - - ------ -- ----- - - ------ ---- - - - - - - - - - - -- - - - - ------ - - - -- - --- - - - - - - - - - - -- - - - -- - CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - `,.27 FRAME REACTIONS AND DEFLEC`1'IONS REPORT JOB NO. CO77947 BUILDING A FRAME CO77947A02 LINES 2 , 4 , 6, 8, 10, 12 , 14 CH DATE 12-17-03k. LOAD COND 6 - DL + WLR - - - - - - -- - --- - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 -3 . 4 0 . 1 0 . 0 0 . 0 0 . 000 0 . 000 2 0 . 003 -0 . 003 3 -3 . 8 4 . 4 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 7 - DL i 1/2SL + WLR VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 4 . 0 0 . 1 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 007 -0 . 003 3 3 . 6 4 . 4 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 8 - DL + 1/2WLR + SL - - - - - - - - -- - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 12 . 0 0 . 1 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 017 -0 . 001 3 11 . 6 2 .2 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 9 -- DL + WLE + BR1 VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 -5 . 5 0 . 1 2 . 7 0 . 0 0 . 000 0 . 000 2 0 . 003 -0 . 002 3 -3 . 8 -0 . 1 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 10 - DL+LL+ . 5 (WLE+BR2) - - - - - - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 10 . 3 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 014 0 . 000 3 8 . 8 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 ,CHIBF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 28 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. C077 947 BUILDING A FRAME C077947A02 LINES 2 , 4 , 6, 8 , 10, 12 , 14 CH DATE 12-17-03 LOAD COND 11 - DL+ . 5LL+WLE+BR2 VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 4 . 8 0 . 1 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 007 -0 . 002 3 2 .2 -0 . 1 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 12 - DL+SEISMIC LEFT/1 . 4 VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - 1 3 . 8 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 005 0 . 003 3 3 .4 -1 . 1 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 13 - DL+SEISMIC RIGHT/1 . 4 VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 3 . 7 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 005 -0 . 003 3 3 . 5 1 . 1 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 14 - . 9 DL+SEISMIC LEFT/1 . 4 - - - - - - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 3 . 4 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 004 0 . 003 3 3 . 1 -1 . 1 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 15 - . 9 DL+SEISMIC RIGHT/1 . 4 VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 3 . 3 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 004 -0 . 003 3 3 .2 1 . 1 0 . 0 0 . 0 0 . 000 0 . 000 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - ''•29 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. CO77947 BUILDING A FRAME CO77947A02 LINES 2 , 4 , 6, 8, 10, 12 , 14 CH DATE 12-17-03, LOAD COND 16 - . 9 DL + (SEISMIC LEFT + 30% SB1) /1 .4 - - - - - - - -- - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 2 . 6 0 . 0 1 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 004 0 . 003 3 3 . 1 -1 . 1 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 17 - . 9 DL + (30% SEISMIC LEFT + SB1) /1 .4 - - - - -- - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 0 . 8 0 . 0 3 . 2 0 . 0 0 . 000 0 . 000 2 -0 . 004 0 . 001 3 3 . 1 -0 . 3 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 18 - . 9 DL + (SEISMIC RIGHT + 30% SB1) /1 .4 VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 2 . 5 0 . 0 1 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 004 -0 . 003 3 3 .2 1 . 1 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 19 - . 9 DL + (30% SEISMIC RIGHT + SB1) /1 .4 - - - - - - -- - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) - - - - - - - - - - - - -- -- - - - - -- - - -- - - -- - - - - - - - - -- - - - - 1 0 . 8 0 . 0 3 .2 0 . 0 0 . 000 0 . 000 2 -0 . 004 -0 . 001 3 3 . 1 0 .3 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 20 - DL + (SEISMIC LEFT + 30% SB2) /1 .4 - - - - - - - -- - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 4 . 5 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 006 0 . 003 3 3 .4 -1 . 1 0 . 0 0 . 0 0 . 000 0 . 000 , CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 30 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. C077947 BUILDING A FRAME C077947A02 LINES 2 , 4, 6, 8 , 10, 12 , 14 CH DATE 12-17-03 LOAD COND 21 - DL + (30% SEISMIC LEFT + SB2) /1 . 4 - - -- - - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) ------ - - - - ----- -- ---- - - ------ - - - - - - - - - - - - - 1 6 . 2 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 008 0 . 001 3 3 . 5 -0 . 3 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 22 - DL + (SEISMIC RIGHT + 30% SB2) /1 .4 -- - - - - - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 4 .4 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 006 -0 . 003 3 3 . 5 1 . 1 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 23 - DL + (30% SEISMIC RIGHT + SB2) /1 . 4 - - - - - - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 6 .2 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 008 0 . 000 3 3 .5 0 . 3 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 36 - DL - DEAD LOAD - - - - - - - - - - --- VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 1 . 7 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 002 0 . 000 3 1 . 5 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 37 - COL- COLLATERAL - - - - - - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) ------ ------ - - - - - - - - - - - -- - -- - - - - -- -- - - - - - - - 1 2 . 0 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 003 0 . 000 3 2 . 0 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - ' -31 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. C077947 BUILDING A FRAME C077947A02 LINES 2 , 4 , 6, 8, 10 , 12 , 14 CH DATE 12-17-03 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- - -- - - - - - -- LOAD COND 38 - LL - LIVE LOAD ------------- VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 8 . 0 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 011 0 . 000 3 8 . 0 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 39 - SL - SNOW LOAD --------- -- --- VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEYL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 10 . 8 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 014 0 . 001 3 10 . 8 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 40 - WLL- WIND FROM LEFT -- -- -- - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 -5 . 0 -0 . 1 0 . 0 0 . 0 0 . 000 0 . 000 2 0 . 005 0 . 002 3 -5 . 4 -3 . 6 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 41 - WLR- WIND FROM RIGHT - -- - -- - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 -5 . 1 0 . 1 0 . 0 0 . 0 0 . 000 0 . 000 2 0 . 005 -0 . 003 3 -5 .2 4 .4 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 42 - WLE- WIND ON ENDWALL VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 -5 . 1 0 . 1 0 . 0 0 . 0 0 . 000 0 . 000 2 0 . 005 -0 . 002 3 -5 . 3 -0 . 1 0 . 0 0 . 0 0 . 000 0 . 000 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 32 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. CO77947 BUILDING A FRAME CO77947A02 LINES 2 , 4 , 6 , 8 , 10, 12 , 14 CH DATE 12-17-03 - - - - - - - - - - -- - - LOAD COND 43 - SEI- SEISMIC LOAD VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - 1 0 . 1 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 2 0 . 000 0 . 004 3 -0 . 1 -1 . 6 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 44 -- SBl- SEISMIC BRACING VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 -3 . 6 0 . 0 4 . 5 0 . 0 0 . 000 0 . 000 2 0 . 000 0 . 000 3 0 . 0 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 45 - SB2- SEISMIC BRACING VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 3 . 5 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 005 0 . 000 3 0 . 0 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 46 - BR1- WIND BRACING 1 VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 -2 . 2 0 . 0 2 . 7 0 . 0 0 . 000 0 . 000 2 0 . 000 0 . 000 3 0 . 0 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 47 - BR2- WIND BRACING 2 - - -- - -- - -- - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) - - -- - - - -- - - - -- -- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - 1 2 . 2 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 002 0 . 000 3 0 . 0 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 33 DESIGN SUMMARY REPORT JOB NO. C077 947 BUILDING A FRAME CO77947A02 LINES 2, 4 , 6, 8, 10, 12 , 14 CH DATE 12-17-03 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - MEMBER NO. 1- 2 LENGTH 15 . 46 FT MEMBER ANGLE 90 . 00 DEG WEIGHT 252 _ LB SECT LENGTH START END OUTSIDE WEB INSIDE COMB. AT LOAD NO (FT) DEPTH DEPTH FLANGE THICK FLANGE RATIO DIST COND 1 14 . 81 10 . 00 10 . 00 6 . 0 X 1/4 3/16 6 . 0 X 1/4 0 . 140 0 . 0 2 (CONTROLLING ACTIONS) AXIAL -ALLOW STRESSES- --MAXIMUM STRESSES-- -UNITY CHECK- SECT FORCE MOMENT FA FBO FBI AXIAL FBO FBI - COMPONENTS - NO (KIP) (KIP-FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) FA FBO FBI 1 14 . 51 0 . 00 21 . 7 33 . 0 13 . 5 3 . 03 0 . 00 0 . 00 0 . 14 0 . 00 0 . 00 - - -- - ------------ - - - - - - - - -- - - -- - - -- -- - - - -- - - - - - - - - - -- - - -- - - -- - - - - - - - - - - - - - - - - - - - - MEMBER NO. 2- 3 LENGTH 37 . 77 FT MEMBER ANGLE 2 . 39 DEG WEIGHT 837 . LB SECT LENGTH START END OUTSIDE WEB INSIDE COMB. AT LOAD NO (FT) DEPTH DEPTH FLANGE THICK FLANGE RATIO DIST COND 1 10 . 00 16 . 00 20 . 50 6 . 0 X 5/16 1/8 6 . 0 X 5/16 0 . 918 10 .4 2 2 10 . 00 20 . 50 25 . 00 6 . 0 X 5/16 1/8 6 . 0 X 5/16 0 . 977 14 . 1 2 3 10 . 00 25 . 00 19 . 82 6 . 0 X 5/16 5/32 6 . 0 X 5/16 0 . 868 24 . 1 2 4 7 . 38 19 . 82 16 . 00 6 . 0 X 5/16 5/32 6 . 0 X 5/16 0 . 722 30 . 4 2 (CONTROLLING ACTIONS) AXIAL -ALLOW STRESSES- --MAXIMUM STRESSES-- -UNITY CHECK- SECT FORCE MOMENT FA FBO FBI AXIAL FBO FBI - COMPONENTS - NO (KIP) (KIP-FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) FA FBO FBI 1 0 . 14 101 . 31 17 . 9 30 . 6 33 . 0 0 . 02 27 .42 -30 . 31 0 . 00 0 . 90 0 . 92 2 0 . 08 119 . 06 17 . 6 30 . 1 33 . 0 0 . 01 29 .27 -32 . 24 0 . 00 0 . 97 0 . 98 3 -0 . 24 117 . 29 33 . 0 31 . 1 33 . 0 -0 . 03 26 . 26 -28 . 60 0 . 00 0 . 84 0 . 87 4 -0 . 52 79 . 97 33 . 0 31 . 8 33 . 0 -0 . 08 21 . 65 -23 . 74 0 . 00 0 . 68 0 . 72 - - -- -- - - - -- - - - -- - - - - -- - - - - - - - - - - - - -- - - -- - - - - TOTAL FRAME WEIGHT IS 1089 . LBS . ,CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 34 FLANGE BRACE REPORT JOB NO. CO77947 BUILDING A FRAME CO77947A02 LINES 2 , 4 , 6, 8, 10, 12, 14 CH DATE 12-17-03 - - - - -- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- -- - - - - - - - - - - -- - - - - - -- - - - - - - - - - - COLUMN 1 - 2 GIRTS AT 8 .33 13 . 33 SIZE SIDES CONN. HOLE NO. RAFTER 2 - 3 PURLIN AT 3 . 96 8 . 96 13 . 96 18 . 96 23 . 96 28 . 96 33 . 96 SIZE 1 1 1 1 SIDES 1 1 1 1 CONN. 11 11 11 11 HOLE NO. 2 2 2 2 EAVE STRUT FLANGE BRACE LEFT COLUMN . . . . . . . . . . . NO STANDARD TUBE FLANGE BRACE SIZES : 1 - 1 . 0" DIAMETER X 16 GAGE ( . 065" ) 2 - 1 . 5" DIAMETER X 15 GAGE ( . 07211 ) 3 - 2 . 0" DIAMETER X 14 GAGE ( . 0831- ) 4 - 2 .25" DIAMETER X 13 GAGE ( . 095" ) 5 - 2 . 5" DIAMETER X 12 GAGE ( . 109") - - - - -- - - - --- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - - -- - -- -- -- - - - -- - - - - - - - - - - - - - - - - CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - ' :G5 WELD SUMMARY REPORT JOB NO. C077947 BUILDING A FRAME C077947A02 LINES 2, 4 , 6, 8, 10, 12 , 14 CH DATE 12-17-03, - - -- - - - - - - - - -- - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - -- - - - --- - - - - - - - - - - - - - - - - -- - - - - - -- - - - - Q - V X A X Y / I COLUMN 1- 2 SECTION 1 Q MAX = 711 . X 1 . 50 X 4 . 88 / 84 . 71 61 . 3 LBS/IN AT ANALYSIS POINT 107 WELD SIZE FOR THE SECTION =0 . 1250 INCH, WELD ONE SIDE ONLY - -- - - --- --- ----- - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - -- - - - -- -- - - -- - - - - - - - -- - - - - - - - - RAFTER 2- 3 SECTION 1 Q MAX = 13224 . X 1 . 88 X 7 . 84 / 268 . 61 = 724 . 1 LBS/IN AT ANALYSIS POINT 111 WELD SIZE FOR THE SECTION =0 . 1250 INCH, WELD ONE SIDE ONLY RAFTER 2- 3 SECTION 2 Q MAX = 6081 . X 1 . 88 X 10 . 09 / 463 . 88 248 . 1 LBS/IN AT ANALYSIS POINT 116 WELD SIZE FOR THE SECTION =0 . 1250 INCH, WELD ONE SIDE ONLY - - - - - - - - - - - --- -- - - -- ----- - - - - - - -- - -- - -- - - - -- -- -- - - -- - ---- - -- - ---- - - - - --- -- --- - - - - - - RAFTER 2- 3 SECTION 3 Q MAX = 8192 . X 1 . 88 X 9 . 76 / 449 . 02 = 333 . 7 LBS/IN AT ANALYSIS POINT 126 WELD SIZE FOR THE SECTION =0 . 1875 INCH, WELD ONE SIDE ONLY - -- - - -- - - ------ - - - - - - - - - - - - ------ - - -- - - - - - - -- - -- -- - -- - - - - -- - - - - - - - - - - - - - -- - - RAFTER 2- 3 SECTION 4 Q MAX = 14196 . X 1 . 88 X 7 . 84 / 278 . 07 = 750 . 8 LBS/IN AT ANALYSIS POINT 3 WELD SIZE FOR THE SECTION =0 . 1875 INCH, WELD ONE SIDE ONLY ,CHIE,F INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 36 CONNECTION REPORT JOB NO. C077947 BUILDING A FRAME C077947A02 LINES 2 , 4, 6, 8 , 10 , 12 , 14 CH DATE 12-1'7-03 CONNECTION DESIGN DATA FOR MEMBER 2- 3 AT DEPTH 1 : KNEE SPLICE (1) SPLICE DEPTH: 16 . 0000 INCHES CONTROLLING ACTIONS WEB DEPTH: 15 . 3750 INCHES --- ---- ----- - - ------- - ---- POS MOMENT 4 . 79 FT-KIPS SPLICE DATA LEFT RIGHT AXIAL LOAD 0 . 30 KIPS - - - - - - - -- - -- -- - - - - - - - - - - - - - - - - - - - - - - SHEAR 13 . 22 KIPS SECTION DEPTH 10 . 0000 16 . 0000 LOAD CONDITION 2 OS FLANGE WIDTH 6 . 0000 6 . 0000 OS FLANGE THICK 0 . 2500 0 . 3125 NEG MOMENT -1 . 07 FT-KIPS WEB THICKNESS 0 . 1875 0 . 1250 AXIAL LOAD -1 . 22 KIPS IS FLANGE WIDTH 6 . 0000 6 . 0000 SHEAR -2 . 68 KIPS IS FLANGE THICK 0 . 2500 0 . 3125 LOAD CONDITION 6 MAX SHEAR 13 . 22 KIPS AXIAL LOAD 0 . 30 KIPS MOMENT 4 . 79 FT-KIPS LOAD CONDITION 2 LENGTH - 16 . 563 " DIAM. - 0 . 625" TOP ROWS 3 EDGE DIST TOP 4 . 250" WIDTH - 6 . 000" GAUGE - 3 . 500" BOT ROWS 0 EDGE DIST BOT 0 . 000" THICK - 0 . 250" PITCH - 2 . 250" CON TYPE 5 TOP PROJECTION 0 . 250" CORNER WEB - 0 . 188" THICK WITH 0 . 188" WELD ON 1 SIDE WELD SHEAR - 0 . 378 K/IN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- ------------ CONNECTION DESIGN DATA FOR MEMBER 2- 3 AT DEPTH 9 : HIGH SIDE TBLT-1 (5) SPLICE DEPTH: 16 . 0000 INCHES CONTROLLING ACTIONS WEB DEPTH: 15 . 3750 INCHES - -- - - - -- - - - - - -- - - - - - POS MOMENT 0 . 00 FT-KIPS SPLICE DATA LEFT RIGHT AXIAL LOAD -3 .47 KIPS --------- ---- - -- - - - - - - - - - - - - - -- - - - SHEAR -2 . 50 KIPS SECTION DEPTH 16 . 0000 0 . 0000 LOAD CONDITION 7 OS FLANGE WIDTH 6 . 0000 0 . 0000 OS FLANGE THICK 0 . 3125 0 . 0000 NEG MOMENT 0 . 00 FT-KIPS WEB THICKNESS 0 . 1563 0 . 0000 AXIAL LOAD -3 . 12 KIPS IS FLANGE WIDTH 6 . 0000 0 . 0000 SHEAR 3 . 02 KIPS IS FLANGE THICK 0 . 3125 0 . 0000 LOAD CONDITION 6 MAX SHEAR -14 . 20 KIPS AXIAL LOAD -0 . 90 KIPS MOMENT 0 . 00 FT-KIPS LOAD CONDITION 2 LENGTH - 16 . 500" DIAM. - 0 . 625" TOP ROWS 3 EDGE DIST TOP 4 . 250" WIDTH - 6 . 000 " GAUGE - 3 . 500" BOT ROWS 0 EDGE DIST BOT 0 . 000" THICK - 0 . 188" PITCH - 2 . 250" CON TYPE 5 TOP PROJECTION 0 . 250" CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 'a37 ANCHOR BOLTS AND BASE PLATES JOB NO. CO77947 BUILDING A FRAME CO77947A02 LINES 2 , 4 , 6, 8, 10, 12, 14 CH DATE 12-17-03, SUPPORT JOINT 1 -- EXTERIOR COLUMN CRITICAL REACTIONS LOAD CONDITION HORIZONTAL. . 3 . 19 KIPS 17 DOWNWARD. . . . 14 . 51 KIPS 2 UPWARD. . . . . . -5 . 53 KIPS 9 2 . 73 KIPS ASSOCIATED SHEAR COLUMN BASE DETAILS - - - -- - - - - - - - --- - - - - COLUMN DEPTH - 10 . 0 IN OUTSIDE FLANGE - 6 . 0 X 0 . 2500 WEB THICKNESS- . 188 IN INSIDE FLANGE - 6 . 0 X 0 . 2500 LENGTH - 10 . 000" DIAM. - 0 . VS0" NO. BOLTS 4 OS PROJECTION 0 . 000" WIDTH - 6 . 000" GAUGE - 3 . 500" HOLE PAT. 2 WEB FILLET 0 . 188" THICK - 0 .375" PITCH - 4 . 000" OS EDGE 3 . 000" FLANGE FILLET 0 . 18811 -- - - - - - - - -- -- - - - - - - - - - - - -- - - - -- - - - - - - - -- - - --- - - - - ----- ---- - - - --- - -- - - - - - - - - - - - - - - - ,CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 38 FRAME DESIGN DATA JOB NO. C077 947 BUILDING A FRAME C077948A01 COL LINE 1 FOR REACTIONS CH DATE 12-17-03 CONFIGURATION (NON-SYMMETRIC FRAME) BUILDING WIDTH = 40 . 00 FT. NUMBER OF SPANS = 1 SPAN WIDTHS = 40 . 00 DESIGN BAY SIZE = 10 . 62 FT. LEFT EAVE HEIGHT = 16 . 75 FT. RIGHT EAVE HEIGHT = 18 . 92 FT. LEFT RAFTER SLOPE (R/12) - 0 . 50 RIGHT RAFTER SLOPE (R/12) = 0 . 50 GIRT OUTSET = 8 . 00 IN. PURLIN DEPTH = 8 . 00 IN. STEEL YIELD: FLANGES 55 . KSI WEBS 55 . KSI LOADINGS . . . DEAD LOAD = 2 . 648 PSF (Dead Load of Rigid Frame is calculated internally) COLLATERAL= 5 . 000 PSF LIVE LOAD = 20 . 000 PSF SNOW LOAD = 27 . 000 PSF WIND LOAD = 18 . 532 PSF LOAD CONDITIONS . . . 1 = DEAD + LIVE LOAD 100 . DL 100 . LL 100 . COL 2 = DL + SNOW LOAD 100 . DL 100 . SL 100 . COL 3 = DL + WLL 100 . DL 100 . WLL 4 = DL + 1/2SL + WLL 100 . DL 50 . SL 100 . COL 100 . WLL 5 = DL + 1/2WLL + SL 100 . DL 100 . SL 100 . COL 50 . WLL 6 = DL + WLR 100 . DL 100 . WLR 7 = DL + 1/2SL + WLR 100 . DL 50 . SL 100 . COL 100 . WLR 8 = DL + 1/2WLR + SL 100 . DL 100 . SL 100 . COL 50 . WLR 9 = DL + WLE + BR1 100 . DL 100 . WLE 100 . BR1 10 = DL+LL+ . 5 (WLE+BR2) 100 . DL 100 . COL 100 . LL 50 . WLE 50 . BR2 11 = DL+ . 5LL+WLE+BR2 100 . DL 100 . COL 50 . LL 100 . WLE 100 . BR2 12 = DL+SEISMIC LEFT/1 .4 100 . DL 100 . COL 72 . SEI 13 = DL+SEISMIC RIGHT/1 . 4 100 . DL 100 . COL -72 . SEI 14 = . 9 DL+SEISMIC LEFT/1 .4 90 . DL 90 . COL 72 . SEI 15 = . 9 DL+SEISMIC RIGHT/1 .4 90 . DL 90 . COL -72 . SEI 16 - . 9 DL + (SEISMIC LEFT + 30% SB1) /1 . 4 90 . DL 90 . COL 72 . SEI 22 . SB1 17 = . 9 DL + (30% SEISMIC LEFT + SB1) /1 .4 90 . DL 90 . COL 22 . SEI 72 . SB1 18 = . 9 DL + (SEISMIC RIGHT + 30% SB1) /1 . 4 90 . DL 90 . COL -72 . SEI 22 . SB1 19 = . 9 DL + (30% SEISMIC RIGHT + SB1) /1 . 4 90 . DL 90 . COL -22 . SEI 72 . SB1 20 = DL + (SEISMIC LEFT + 30% SB2) /1 . 4 100 . DL 100 . COL 72 . SEI 22 . SB2 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 439 FRAME DESIGN DATA JOB NO. CO77947 BUILDING A FRAME CO77948A01 COL LINE 1 FOR REACTIONS CH DATE 12-17-03,, - - - - - ------- - - - - - - -- - - - - - - - - - - - - -- - - - -- -- - - - LOAD CONDITIONS . . . (CONTINUED) 21 = DL + (30% SEISMIC LEFT + SB2) /1 .4 100 . DL 100 . COL 22 . SEI 72 . SB2 22 = DL + (SEISMIC RIGHT + 30% SB2) /1 . 4 100 . DL 100 . COL -72 . SEI 22 . SB2 23 = DL + (30% SEISMIC RIGHT + SB2) /1 . 4 100 . DL 100 . COL -22 . SEI 72 . SB2 LOAD CONDITIONS FOR SEISMIC COLUMN TO GIRDER CONNECTIONS . . . 24 - DL+SEISMIC LEFT/1 .4 78 . DL 78 . COL 157 . SEI 25 = DL+SEISMIC RIGHT/1 .4 78 . DL 78 . COL-157 . SEI 26 = . 9 DL+SEISMIC LEFT/1 .4 71 . DL 71 . COL 157 . SEI 27 = . 9 DL+SEISMIC' RIGHT/1 .4 71 . DL 71 . COL--157 . SEI 28 = . 9 DL + (SEISMIC LEFT + 30% SB1) /1 . 4 71 . DL 71 . COL 157 . SEI 17 . SB1 29 = . 9 DL + (30% SEISMIC LEFT + SB1) /1 . 4 71 . DL 71 . COL 47 . SEI 56 . SB1 30 = . 9 DL + (SEISMIC RIGHT + 0% SB1) /1 .4 71 . DL 71 . COL- 157 . SEI 17 . SB1 31 = . 9 DL + (30% SEISMIC RIGHT + SB1) /1 .4 71 . DL 71 . COL -47 . SEI 56 . SB1 32 = DL + (SEISMIC' LEFT + 30% SB2) /1 . 4 78 . DL 78 . COL 157 . SEI 17 . SB2 33 = DL + (30% SEISMIC LEFT + Ic;B2) /1 . 4 78 . DL 78 . COL 47 . SEI 56 . SB2 34 = DL + (SEISMIC' RIGHT + 30% SB2) /1 . 4 78 . DL 78 . COL--157 . SEI 17 . SB2 35 = DL + (30% SEISMIC RIGHT + SB2) /1 .4 78 . DL 78 . COL -47 . SEI 56 . SB2 LOAD CONDITIONS FOR REACTIONS & DEFLECTIONS . . . 36 = DL 100 . DL 37 = COL 100 . COL 38 = LL 100 . LL 39 = SL 100 . SL 40 = WLL 100 . WLL 41 = WLR 100 . WLR 42 = WLE 100 . WLE 43 = SEI 100 . SEI 44 = SB1 100 . SB1 45 = SB2 100 . SB2 46 = BR1 100 . BR1 47 = BR2 100 . BR2 f=EF INDUSTRIES INC . WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 40 LOADING SUMMARY JOB NO. C077947 BUILDING A FRAME C077948A01 COL LINE 1 FOR REACTIONS CH DATE 12-17-03 Jl J2 GROUP SYST DIR TYPE DIST LOAD *E or L LOAD 2 1 SEI GLOB X CONC 0 . 000 0 . 798 3 4 SEI GLOB X CONC 0 . 000 0 . 798 3 4 DL GLOB Y CONC 0 . 000 -1 . 750 0 . 083 0 . 000 3 4 COL GLOB Y CONC 0 . 000 -1 . 000 0 . 083 0 . 000 3 4 LL GLOB Y CONC 0 . 000 -4 . 000 0 . 083 0 . 000 3 4 SL GLOB Y CONC 0 . 000 -5 . 370 0 . 083 0 . 000 3 4 WLL GLOB Y CONC 0 . 000 2 . 690 0 . 083 0 . 000 3 4 WLR GLOB Y CONC 0 . 000 2 . 690 0 . 083 0 . 000 3 4 WLE GLOB Y CONC 0 . 000 2 . 690 0 . 083 0 . 000 2 1 SEI GLOB X CONC 0 . 000 0 . 798 3 4 SEI GLOB X CONC 0 . 000 0 . 798 2 1 WLL GLOB X CONC 0 . 000 1 . 221 1 2 WLL GLOB X CONC 13 . 333 0 .438 3 4 WLL GLOB X CONC 0 . 000 1 . 951 4 3 WLL GLOB X CONC 13 . 333 0 . 651 2 1 WLR GLOB X CONC 0 . 000 -1 .221 1 2 WLR GLOB X CONC 13 . 333 -0 . 438 3 4 WLR GLOB X CONC 0 . 000 -1 . 951 4 3 WLR GLOB X CONC 13 . 333 -0 . 651 2 1 WLE GLOB X CONC 0 . 000 -0 . 236 1 2 WLE GLOB X CONC 13 . 333 -0 .236 3 4 WLE GLOB X CONC 0 . 000 0 . 578 4 3 WLE GLOB X CONC 13 . 333 0 . 350 1 2 BR1 GLOB Z CONC 0 . 000 2 . 730 1 2 BR1 GLOB Y CONC 0 . 250 2 . 180 2 1 BR2 GLOB Y CONC 0 . 000 -2 . 180 1 2 SB1 GLOB Z CONC 0 . 000 4 .460 1 2 SB1 GLOB Y CONC 0 . 250 3 . 570 2 1 SB2 GLOB Y CONC 0 . 000 -3 . 570 (AUTO LOADS) 1 2 DL GLOB Y UNIF 0 . 000 -0 . 020 DLWT 2 3 LL GLOB Y UNIF 0 . 000 -0 . 212 LIVE 3 2 LL GLOB Y CONC 0 . 000 -0 . 266 LIVE 3 2 LL GLOB Z MOMT 0 . 000 -0 . 167 LIVE 2 3 LL GLOB Y CONC 0 . 000 -0 . 266 LIVE 2 3 LL GLOB Z MOMT 0 . 000 0 . 167 LIVE 2 3 SL GLOB Y UNIF 0 . 000 -0 .286 SNOW 3 2 SL GLOB Y CONC 0 . 000 -0 . 360 SNOW 3 2 SL GLOB Z MOMT 0 . 000 -0 . 226 SNOW 2 3 SL GLOB Y CONC 0 . 000 -0 .360 SNOW 2 3 SL GLOB Z MOMT 0 . 000 0 . 226 SNOW 2 3 DL GLOB Y UNIF 0 . 000 -0 . 028 DEAD 3 2 DL GLOB Y CONC 0 . 000 -0 . 035 DEAD 3 2 DL GLOB Z MOMT 0 . 000 -0 . 022 DEAD 2 3 DL GLOB Y CONC 0 . 000 -0 . 035 DEAD 2 3 DL GLOB Z MOMT 0 . 000 0 . 022 DEAD 2 3 DL GLOB Y UNIF 0 . 000 -0 . 021 DLWT 2 3 COL GLOB Y UNIF 0 . 000 -0 . 053 COLL 3 2 COL GLOB Y CONC 0 . 000 -0 . 067 COLL 3 2 COL GLOB Z MOMT 0 . 000 -0 . 042 COLL 2 3 COL GLOB Y CONC 0 . 000 -0 . 067 COLL 2 3 COL GLOB Z MOMT 0 . 000 0 . 042 COLL CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - *41 LOADING SUMMARY JOB NO. C077947 BUILDING A FRAME C07794BA01 COL LINE 1 FOR REACTIONS CH DATE 12-17-03, J1 J2 GROUP SYST DIR TYPE DIST LOAD *E or L LOAD 2 3 WLL GLOB X UNIF 0 . 000 -0 . 006 WLLX 2 3 WLL GLOB Y UNIF 0 . 000 0 . 147 WLLY 2 3 WLR GLOB X UNIF 0 . 000 -0 . 006 WLRX 2 3 WLR GLOB Y UNIF 0 . 000 0 . 147 WLRY 2 3 WLE GLOB X UNIF 0 . 000 -0 . 006 WLEX 2 3 WLE GLOB Y UNIF 0 . 000 0 . 147 WLEY 4 3 DL GLOB Y UNIF 0 . 000 -0 . 026 DLWT * E = eccentricity for concentrated loads . L = load length for uniform loads . COEFFICIENTS FOR WLL (WIND FROM THE LEFT) LEFT WALL COEFFICIENT = 0 . 0000 LEFT ROOF COEFFICIENT = -0 . 7000 RIGHT ROOF COEFFICIENT = -0 . 7000 RIGHT WALL COEFFICIENT = 0 . 0000 COEFFICIENTS FOR WLR (WIND FROM THE RIGHT) LEFT WALL COEFFICIENT = 0 . 0000 LEFT ROOF COEFFICIENT = -0 . 7000 RIGHT ROOF COEFFICIENT = -0 . 7000 RIGHT WALL COEFFICIENT = 0 . 0000 COEFFICIENTS FOR WLE (WIND ON THE ENDWALL) LEFT WALL COEFFICIENT = 0 . 0000 LEFT ROOF COEFFICIENT = -0 . 7000 RIGHT ROOF COEFFICIENT = -0 . 7000 RIGHT WALL COEFFICIENT = 0 . 0000 ,CHI,&F INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 42 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. C077947 BUILDING A FRAME C077948A01 COL LINE 1 FOR REACTIONS CH DATE 12-17-03 LOAD COND 1 - DEAD + LIVE LOAD ---- -- -- -- - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 6. 5 1 . 5 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 007 0 . 005 3 -0 . 013 0 . 001 4 13 . 5 -1 . 5 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 2 - DL + SNOW LOAD - - - - - - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 8 . 0 1 . 9 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 009 0 . 006 3 -0 . 015 0 . 002 4 16 .4 -1 . 9 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 3 - DL + WLL ---- - - --- -- -- VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) - --- - - ------ ------ ------ -------- -- - - -- -- - - - - - 1 -3 .2 -2 . 5 0 . 0 0 . 0 0 . 000 0 . 000 2 0 . 002 0 . 831 3 0 . 000 0 . 833 4 -0 . 6 -1 . 6 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 4 - DL + 1/2SL + WLL - - - - - - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 0 . 8 -1 . 5 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 002 0 . 834 3 -0 . 007 0 . 833 4 7 . 0 -2 . 5 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 5 - DL + 1/2WLL + SL - - - - - - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) - - - - - - - - - - - - -- - - - - - - -- - - - - -- - ----- - - - - - - - - - - - - - 1 5 . 8 0 . 5 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 007 0 . 421 3 -0 . 014 0 .417 4 14 . 5 -2 . 5 0 . 0 0 . 0 0 . 000 0 . 000 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 43 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. C077 947 BUILDING A FRAME CO77948A01 COL LINE 1 FOR REACTIONS CH DATE 12-17-03 -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - LOAD COND 6 - DL + WLR - - - - - - - -- - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 0 . 4 1 . 8 0 . 0 0 . 0 0 . 000 0 . 000 2 0 . 000 -0 . 929 3 0 . 002 -0 . 929 4 -4 .2 2 . 7 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 7 - DL + 1/2SL + WLR VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) - - - - - - -- ---- -- -- - - - - -- - - - - - - - - - - - - -- - - - - - - - - -- 1 4 . 3 2 . 7 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 005 -0 . 926 3 -0 . 005 -0 . 929 4 3 . 5 1 . 8 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 8 - DL + 1/2WLR + SL - -- - - - - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 7 . 6 2 . 6 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 008 -0 .459 3 -0 . 013 -0 .463 4 12 . 7 -0 .4 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 9 - DL + WLE + BR1 - - - - - - - - -- - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 -3 . 8 -0 . 5 2 . 7 0 . 0 0 . 000 0 . 000 2 0 . 001 0 . 041 3 0 . 001 0 . 043 4 -2 . 2 0 . 3 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 10 - DL+LL+ . 5 (WLE+BR2) VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 6 .2 1 . 1 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 007 0 . 025 3 -0 . 011 0 . 022 4 10 . 8 -1 .2 0 . 0 0 . 0 0 . 000 0 . 000 ,CHIrEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 44 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. C077947 BUILDING A FRAME C07794BA01 COL LINE 1 FOR REACTIONS CH DATE 12-17-03 LOAD COND 11 - DL+ . 5LL+WLE+BR2 - - - - - - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 3 . 8 0 .2 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 004 0 . 043 3 -0 . 005 0 . 043 4 4 . 0 -0 .4 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 12 - DL+SEISMIC LEFT/1 .4 - - - - - - - - - - - - -- VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) - - -- -- - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - 1 1 . 3 -0 . 7 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 001 0 . 647 3 -0 . 006 0 . 646 4 6 .2 -1 . 6 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 13 - DL+SEISMIC RIGHT/1 .4 -- -------- - - -- VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 3 .3 1 . 6 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 003 -0 . 643 3 -0 . 004 -0 . 644 4 4 .2 0 . 6 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 14 -- . 9 DL+SEISMIC LEFT/1 .4 - - - - - - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 1 . 1 -0 . 7 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 001 0 . 647 3 -0 . 005 0 . 646 4 5 . 7 -1 . 6 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 15 - . 9 DL+SEISMIC RIGHT/1 . 4 - - - - - - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 3 . 1 1 . 6 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 003 -0 . 643 3 -0 . 003 -0 . 644 4 3 . 7 0 . 7 0 . 0 0 . 0 0 . 000 0 . 000 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - ' 45 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. C077 947 BUILDING A FRAME C077948A01 COL LINE 1 FOR REACTIONS CH DATE 12-17-03 LOAD COND 16 - . 9 DL + (SEISMIC LEFT + 30% SB1) /1 .4 -- - - - - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 0 . 3 -0 . 7 1 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 001 0 . 647 3 -0 . 005 0 . 646 4 5 . 7 -1 . 6 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 17 - . 9 DL + (30% SEISMIC LEFT + SB1) /1 .4 - - - - - - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) - -- - -- - - -- - - - - - - - - - - - - --- - - - - -- - - - - -- - -- - 1 -0 . 8 0 . 1 3 . 2 0 . 0 0 . 000 0 . 000 2 -0 . 002 0 . 196 3 -0 . 005 0 . 195 4 5 . 0 -0 . 8 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 18 - . 9 DL + (SEISMIC RIGHT + 30% SB1) /1 . 4 - - - -- - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 2 . 3 1 . 6 1 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 003 -0 . 643 3 -0 . 003 -0 . 644 4 3 . 7 0 . 7 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 19 - . 9 DL + (30% SEISMIC RIGHT + SB1) /1 .4 - - - -- - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 -0 . 2 0 . 8 3 . 2 0 . 0 0 . 000 0 . 000 2 -0 . 002 -0 . 192 3 -0 . 004 -0 . 193 4 4 .4 -0 . 1 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 20 - DL + (SEISMIC LEFT + 30% SB2) /1 .4 - - - - - - - - - - - -- VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 2 . 1 -0 . 7 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 002 0 . 647 3 -0 . 006 0 . 646 4 6 . 2 -1 . 6 0 . 0 0 . 0 0 . 000 0 . 000 ,CHIEDF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 46 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. C077 947 BUILDING A FRAME C077948A01 COL LINE 1 FOR REACTIONS CH DATE 12-17-03 LOAD COND 21 - DL + (30% SEISMIC LEFT + SB2) /1 .4 VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) ----- - - ----- - - - - - - ----- - -------- - -- - - - - - - - - - - 1 4 . 6 0 . 1 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 005 0 . 195 3 -0 . 005 0 . 194 4 5 . 5 -0 . 8 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 22 - DL + (SEISMIC RIGHT + 30% SB2) /1 .4 - - - - - - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 4 . 1 1 . 6 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 004 -0 . 643 3 -0 . 004 -0 . 645 4 4 . 2 0 . 6 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 23 - DL + (30% SEISMIC RIGHT + SB2) /1 . 4 ------- - - - -- - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 5 . 2 0 . 8 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 005 -0 . 193 3 -0 . 004 -0 . 194 4 4 . 9 -0 .2 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 36 - DL - DEAD LOAD - - - - - - - -- - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -- - - - 1 1 . 3 0 . 2 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 001 0 . 001 3 -0 . 003 0 . 001 4 3 . 2 -0 . 2 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 37 - COL- COLLATERAL - - - - - - - - - - - - -- VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 1 . 1 0 . 3 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 001 0 . 001 3 -0 . 002 0 . 000 4 2 . 1 -0 . 3 0 . 0 0 . 0 0 . 000 0 . 000 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - ' '47 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. C077947 BUILDING A FRAME C077948A01 COL LINE 1 FOR REACTIONS CH DATE 12-17-03. - - - ---------- - -- - - -- - - - - - - - - - - - - - - - -- -- - - - - LOAD COND 38 - LL - LIVE LOAD ---------- -- - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 4 .2 1 . 0 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 005 0 . 003 3 -0 . 008 0 . 000 4 8 . 3 -1 . 0 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 39 - SL - SNOW LOAD VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 5 . 7 1 .4 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 006 0 . 004 3 -0 . 011 0 . 001 4 11 . 1 -1 . 4 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 40 - WLL- WIND FROM LEFT - - - - - - - - - - -- VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 -4 .4 -2 . 7 0 . 0 0 . 0 0 . 000 0 . 000 2 0 . 004 0 . 830 3 0 . 003 0 . 832 4 -3 . 8 -1 . 3 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 41 - WLR- WIND FROM RIGHT - - -- - - - - - -- - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 -0 . 9 1 . 5 0 . 0 0 . 0 0 . 000 0 . 000 2 0 . 001 -0 . 930 3 0 . 005 -0 . 930 4 -7 .3 3 . 0 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 42 - WLE- WIND ON ENDWALL VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 -2 . 8 -0 . 8 0 . 0 0 . 0 0 . 000 0 . 000 2 0 . 002 0 . 040 3 0 . 004 0 . 042 4 -5 .4 0 . 6 0 . 0 0 . 0 0 . 000 0 . 000 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 48 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. C077 947 BUILDING A FRAME C077948A01 COL LINE 1 FOR REACTIONS CH DATE 12-17-03 LOAD COND 43 - SEI- SEISMIC LOAD - - - - - - -- - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - 1 -1 .4 -1 . 6 0 . 0 0 . 0 0 . 000 0 . 000 2 0 . 001 0 . 902 3 -0 . 001 0 . 902 4 1 .4 -1 . 6 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 44 - SB1- SEISMIC BRACING VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 -3 . 6 0 . 0 4 . 5 0 . 0 0 . 000 0 . 000 2 0 . 000 0 . 000 3 0 . 000 0 . 000 4 0 . 0 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 45 - SB2- SEISMIC BRACING ---- - - ------ - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - -- - -- -- 1 3 . 6 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 004 -0 . 002 3 0 . 000 -0 . 002 4 0 . 0 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 46 - BR1- WIND BRACING 1 - -- - - - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - 1 -2 . 2 0 . 0 2 . 7 0 . 0 0 . 000 0 . 000 2 0 . 000 0 . 000 3 0 . 000 0 . 000 4 0 . 0 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 47 - BR2- WIND BRACING 2 - - - - - - - - - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 2 .2 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 002 -0 . 001 3 0 . 000 -0 . 001 4 0 . 0 0 . 0 0 . 0 0 . 0 0 . 000 0 . 000 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 49 DESIGN SUMMARY REPORT JOB NO. C077947 BUILDING A FRAME C077948A01 COL LINE 1 FOR REACTIONS CH DATE 12-17-03 MEMBER NO . 1- 2 LENGTH 15 . 30 FT MEMBER ANGLE 90 . 00 DEG WEIGHT 304 . LB SECT LENGTH START END OUTSIDE WEB INSIDE COMB. AT LOAD NO (FT) DEPTH DEPTH FLANGE THICK FLANGE RATIO DIST COND 1 14 . 49 14 . 00 14 . 00 6 . 0 X 5/16 5/32 6 . 0 X 5/16 0 . 392 14 . 5 8 (CONTROLLING ACTIONS) AXIAL -ALLOW STRESSES- --MAXIMUM STRESSES-- -UNITY CHECK- SECT FORCE MOMENT FA FBO FBI AXIAL FBO FBI - COMPONENTS - NO (KIP) (KIP-FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) FA FBO FBI 1 7 . 30 -37 . 90 35 . 7 44 . 0 43 . 2 1 . 25 -17 . 46 15 . 70 0 . 03 0 . 40 0 . 36 - - - - -- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - MEMBER NO. 2- 3 LENGTH 37 . 52 FT MEMBER ANGLE 2 . 07 DEG WEIGHT 796 . LB SECT LENGTH START END OUTSIDE WEB INSIDE COMB. AT LOAD NO (FT) DEPTH DEPTH FLANGE THICK FLANGE RATIO DIST COND 1 10 . 00 20 . 00 20 . 00 6 . 0 X 1/4 5/32 6 . 0 X 1/4 0 . 313 0 . 5 7 2 10 . 00 20 . 00 20 . 00 6 . 0 X 1/4 5/32 6 . 0 X 1/4 0 .412 19 . 3 2 3 6 . 35 20 . 00 21 . 94 6 . 0 X 1/4 5/32 6 . 0 X 1/4 0 .405 20 . 5 2 4 10 . 00 21 . 94 25 . 00 6 . 0 X 1/4 5/32 6 . 0 X 1/4 0 . 269 36 . 9 6 (CONTROLLING ACTIONS) AXIAL -ALLOW STRESSES- --MAXIMUM STRESSES-- -UNITY CHECK- SECT FORCE MOMENT FA FBO FBI AXIAL FBO FBI - COMPONENTS - NO (KIP) (KTP-FT) (KSI) (KST) (KSI) (KSI) (KSI) (KSI) FA FBO FBI 1 1 . 19 -38 . 63 29 . 2 44 . 0 38 . 6 0 . 20 -11 . 91 11 . 91 0 . 00 0 . 27 0 . 31 2 1 . 86 37 . 03 22 . 7 29 . 0 33 . 0 0 . 31 11 . 68 -12 . 68 0 . 01 0 . 40 0 . 38 3 1 . 85 36 . 31 22 . 7 29 . 0 33 . 0 0 . 31 11 .46 -12 .44 0 . 01 0 . 40 0 . 38 4 -0 . 03 42 . 22 44 . 0 37 . 0 44 . 0 0 . 00 9 . 96 -10 . 71 0 . 00 0 . 27 0 . 24 MEMBER NO. 4- 3 LENGTH 17 . 16 FT MEMBER ANGLE 90 . 00 DEG WEIGHT 438 . LB SECT LENGTH START END OUTSIDE WEB INSIDE COMB. AT LOAD NO (FT) DEPTH DEPTH FLANGE THICK FLANGE RATIO DIST COND 1 16 . 09 14 . 00 14 . 00 8 . 0 X 5/16 3/16 8 . 0 X 5/16 0 . 381 16 . 1 2 (CONTROLLING ACTIONS) AXIAL -ALLOW STRESSES- --MAXIMUM STRESSES-- -UNITY CHECK- SECT FORCE MOMENT FA FBO FBI AXIAL FBO FBI - COMPONENTS - NO (KIP) (KIP-FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) FA FBO FBI 1 15 . 95 -30 . 17 24 . 0 33 . 0 29 . 8 2 . 12 -10 . 14 9 .44 0 . 06 0 . 31 0 . 32 TOTAL FRAME WEIGHT IS 1538 . LBS . CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 50 FLANGE BRACE REPORT JOB NO. C077 947 BUILDING A FRAME C077948A01 COL LINE 1 FOR REACTIONS CH DATE 12-1 7-03 COLUMN 1 2 GIRTS AT 8 . 33 13 . 33 SIZE 1 SIDES 1 CONN. 11 HOLE NO. 1 RAFTER 2 - 3 PURLIN AT 3 . 79 8 . 79 13 . 79 18 . 79 23 . 79 28 . 79 33 . 79 SIZE 1 1 1 1 1 SIDES 1 1 1 1 1 CONN. 11 11 11 11 11 HOLE NO. 2 2 2 2 2 COLUMN 4 - 3 GIRTS AT 13 . 83 SIZE 1 SIDES 1 CONN. 11 HOLE NO. 1 EAVE STRUT FLANGE BRACE LEFT COLUMN . . . . . . . . . . . NO RIGHT COLUMN . . . . . . . . . . . NO - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - STANDARD TUBE FLANGE BRACE SIZES : 1 - 1 . 0" DIAMETER X 16 GAGE ( . 065" ) 2 - 1 . 5" DIAMETER X 15 GAGE ( . 07211 ) 3 - 2 . 0" DIAMETER X 14 GAGE ( . 08311 ) 4 - 2 . 25" DIAMETER X 13 GAGE ( . 09511 ) 5 - 2 . 5" DIAMETER X 12 GAGE ( . 10911 ) CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 51 WELD SUMMARY REPORT JOB NO. CO77947 BUILDING A FRAME CO77948A01 COL LINE 1 FOR REACTIONS CH DATE 12-17-03-, Q = V X A X Y / I COLUMN 1- 2 SECTION 1 Q MAX = 2915 . X 1 . 88 X 6 . 84 / 206 . 82 = 180 . 9 LBS/IN AT ANALYSIS POINT 1 WELD SIZE FOR THE SECTION =0 . 1875 INCH, WELD ONE SIDE ONLY RAFTER 2- 3 SECTION 1 Q MAX = 6955 . X 1 . 50 X 9 . 88 / 389 . 11 = 264 . 8 LBS/IN AT ANALYSIS POINT 111 WELD SIZE FOR THE SECTION =0 . 1250 INCH, WELD ONE SIDE ONLY RAFTER 2- 3 SECTION 2 Q MAX = 3414 . X 1 . 50 X 9 . 88 / 389 . 11 130 . 0 LBS/IN AT ANALYSIS POINT 116 WELD SIZE FOR THE SECTION =0 . 1250 INCH, WELD ONE SIDE ONLY RAFTER 2- 3 SECTION 3 Q MAX = 3472 . X 1 . 50 X 10 . 85 / 481 . 26 117 .4 LBS/IN AT ANALYSIS POINT 125 WELD SIZE FOR THE SECTION =0 . 1250 INCH, WELD ONE SIDE ONLY --- - - - - - ---- -- -- - - -- -- -- - - - - -- - - ------ - - - - - - - - - -- -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - RAFTER 2- 3 SECTION 4 Q MAX = 7146 . X 1 . 50 X 12 . 38 / 650 . 92 - 203 . 8 LBS/IN AT ANALYSIS POINT 130 WELD SIZE FOR THE SECTION =0 . 1250 INCH, WELD ONE SIDE ONLY COLUMN 4- 3 SECTION 1 Q MAX = 2870 . X 2 . 50 X 6 . 84 / 271 . 61 = 180 . 8 LBS/IN AT ANALYSIS POINT 4 WELD SIZE FOR THE SECTION =0 . 1875 INCH, WELD ONE SIDE ONLY QHI8F INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 52 CONNECTION REPORT JOB NO. C077 947 BUILDING A FRAME C077948A01 COL LINE 1 FOR REACTIONS CH DATE 12-17-03 CONNECTION DESIGN DATA FOR MEMBER 2- 3 AT DEPTH 1 : KNEE SPLICE (1) SPLICE DEPTH: 20 . 0000 INCHES CONTROLLING ACTIONS WEB DEPTH: 19 . 5000 INCHES ----- ---------- - ------ -- POS MOMENT 26 . 33 FT-KIPS SPLICE DATA LEFT RIGHT AXIAL LOAD -0 . 72 KIPS - - -- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - SHEAR -2 . 55 KIPS SECTION DEPTH 14 . 0000 20 . 0000 LOAD CONDITION 3 OS FLANGE WIDTH 6 . 0000 6 . 0000 OS FLANGE THICK 0 . 3125 0 . 2500 MEG MOMENT -32 . 00 FT-KIPS WEB THICKNESS 0 . 1563 0 . 1563 AXIAL LOAD 0 . 42 KIPS IS FLANGE WIDTH 6 . 0000 6 . 0000 SHEAR 2 . 70 KIPS IS FLANGE THICK 0 . 3125 0 . 2500 LOAD CONDITION 34 MAX SHEAR 6 . 95 KIPS AXIAL LOAD 2 . 17 KIPS MOMENT -25 . 10 FT-KIPS LOAD CONDITION 2 LENGTH - 25 . 500" DIAM. - 0 . 625" TOP ROWS 3 EDGE DIST TOP 1 . 500" WIDTH - 6 . 000" GAUGE - 3 . 500" BOT ROWS 3 EDGE DIST BOT 1 . 500" THICK - 0 . 375" PITCH - 2 . 750" CON TYPE 3 TOP PROJECTION 2 . 750" CORNER WEB - 0 . 156" THICK WITH 0 . 188" WELD ON 1 SIDE WELD SHEAR - 1 . 444 K/IN -- - - - - - - - - - - - - - - - -- - - - - - - - -- -- - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - ------------ CONNECTION DESIGN DATA FOR MEMBER 2- 3 AT DEPTH 9 : HIGH SIDE KNEE (4) SPLICE DEPTH: 25 . 0000 INCHES CONTROLLING ACTIONS WEB DEPTH: 24 . 5000 INCHES - - - - - - - -- - - - - - -- - - - - - -- - - - POS MOMENT 31 . 66 FT-KIPS SPLICE DATA LEFT RIGHT AXIAL LOAD -0 . 02 KIPS ----------- ---- - -- - - - - - - - - - - - SHEAR 2 . 74 KIPS SECTION DEPTH 25 . 0000 14 . 0000 LOAD CONDITION 6 OS FLANGE WIDTH 6 . 0000 8 . 0000 OS FLANGE THICK 0 . 2500 0 . 3125 MEG MOMENT -35 . 37 FT-KIPS WEB THICKNESS 0 . 1563 0 . 1875 AXIAL LOAD 0 . 19 KIPS IS FLANGE WIDTH 6 . 0000 8 . 0000 SHEAR -2 . 73 KIPS IS FLANGE THICK 0 .2500 0 . 3125 LOAD CONDITION 32 MAX SHEAR -7 . 15 KIPS AXIAL LOAD 1 . 67 KIPS MOMENT -28 . 56 FT-KIPS LOAD CONDITION 2 LENGTH - 30 . 500" DIAM. - 0 . 625" TOP ROWS 3 EDGE DIST TOP 1 . 500" WIDTH - 8 . 000 " GAUGE - 3 . 500 " BOT ROWS 3 EDGE DIST BOT 1 . 500" THICK - 0 . 375" PITCH - 2 . 750" CON TYPE 3 TOP PROJECTION 2 . 750 " CORNER WEB - 0 . 188" THICK WITH 0 . 188 " WELD ON 1 SIDE WELD SHEAR - 1 .276 K/IN CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO . F - 53 ANCHOR BOLTS AND BASE PLATES JOB NO. CO77947 BUILDING A FRAME CO77948A01 COL LINE 1 FOR REACTIONS CH DATE 12-17-03, - - -- - - -- - - - - - - - -- - - - - - - - - - - - - - - -- - - - - ----- -- ------- ----- - - - -- -- - -- -- - - -- - - SUPPORT JOINT 1 -- EXTERIOR COLUMN CRITICAL REACTIONS LOAD CONDITION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HORIZONTAL. . 3 .29 KIPS 19 DOWNWARD. . . . 8 . 02 KIPS 2 UPWARD. . . . . . -3 . 76 KIPS 9 2 . 78 KIPS ASSOCIATED SHEAR COLUMN BASE DETAILS -- - ---- - - -- --- - - -- -- -- COLUMN DEPTH - 14 . 0 IN OUTSIDE FLANGE - 6 . 0 X 0 . 3125 WEB THICKNESS- . 156 TN INSIDE FLANGE - 6 . 0 X 0 . 3125 LENGTH - 14 . 000" DIAM. - 0 . 750" NO. BOLTS 4 OS PROJECTION 0 . 000" WIDTH - 6 . 000" GAUGE - 3 . 500" HOLE PAT. 2 WEB FILLET 0 . 188 " THICK - 0 . 375" PITCH - 4 . 000" OS EDGE 3 . 000" FLANGE FILLET 0 . 188 " - - - - - -- -- - ------ - - - - - - - - - - - - - - - - - - - - - - --- - -- - --- - - - - ----- - ---- - - --- - - - -- - - - - - - - SUPPORT JOINT 4 -- EXTERIOR COLUMN CRITICAL REACTIONS LOAD CONDITION HORiZONTAL. . 2 . 74 KIPS 6 DOWNWARD. . . . 16 . 36 KIPS 2 UPWARD. . . . . . -4 . 18 KIPS 6 2 . 74 KIPS ASSOCIATED SHEAR COLUMN BASE DETAILS COLUMN DEPTH - 14 . 0 IN OUTSIDE FLANGE - 8 . 0 X 0 . 3125 WEB THICKNESS- . 188 IN INSIDE FLANGE - 8 . 0 X 0 .3125 LENGTH - 14 . 000" DIAM. - 0 . 750" NO. BOLTS 4 OS PROJECTION 0 . 000" WIDTH - 8 . 000" GAUGE - 3 . 500" HOLE PAT. 2 WEB FILLET 0 . 188" THICK - 0 . 375" PITCH - 4 . 000" OS EDGE 3 . 000" FLANGE FILLET 0 . 188" ,CHIEIF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 54 FRAME DESIGN DATA JOB NO. C077947 ENDPOST AT 15;B CH DATE 12-17-03 *** D E T A I L I N P U T E C H O *** JOINT 1 0 . 00 0 . 00 110 JOINT 2 0 . 00 17 . 58 100 MEMBERS MEMB 1 2 000000 10 . 000 0 . 000 0 . 000 0 . 000 10 . 000 1 B 0 . 000 1 . 000 1 . 0( BRACE 8 . 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 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 SECT 80E WB 80E 0 . 000 0 . 000 LOAD CONDITIONS LDCN 100 . DL 100 . COL 100 . SL 0 . 0 . 0 . DL + COL + SL / LDCN 100 . DL 100 . WLE 100 . BR1 0 . 0 . 0 . DL + WLE + BR1/ LDCN 100 . DL 100 . COL 50 . SL 100 . WLE 100 . BR2 0 . DL + COL + . 5SL + WLI LDCN 100 . DL 100 . COL 100 . SL 50 . WLE 100 . BR2 0 . DL + COL + SL + _ 5WLF LDCN 100 . DL 71 . SEI 0 . 0 . 0 . 0 . DL + E/1 .4 / LDCN 60 . DL 129 . SEI 129 . SB2 0 . 0 . 0 . COLUMN FOR AXIAL STRI CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - ' 5 5 LOADING SUMMARY JOB NO. C077947 ENDPOST AT 15;B CH DATE 12-17-03 , J1 J2 GROUP SYST DIR TYPE DIST LOAD *E or L LOAD - - -- - --- - -- - - --- ---- - - -- - - - ---- - - -- -- -- ---- -- 2 1 DL GLOB Y CONC 0 . 000 -1 . 100 2 1 COL GLOB Y CONC 0 . 000 -1 .400 2 1 SL GLOB Y CONC 0 . 000 -7 . 600 2 1 WLE GLOB Y CONC 0 . 000 3 . 600 2 1 SB2 GLOB Y CONC 0 . 000 -1 . 830 1 2 WLE GLOB X UNIF 0 . 000 0 .482 1 2 SEI GLOB X UNIF 0 . 000 1 . 325 14 . 000 1 . 325 1 2 SEI GLOB X UNIF 14 . 000 0 . 043 1 2 BR1 GLOB Y CONC 0 . 000 4 . 100 2 1 BR2 GLOB Y CONC 0 . 000 -4 . 100 * E = eccentricity for concentrated loads . L = load length for uniform loads . LOAD CONDITION DESCRIPTIONS 1 DL + COL + SL / 2 DL + WLE + BR1/ 3 DL + COL + . 5SL + WL 4 DL + COL + SL + . 5WL 5 DL + E/1 .4 / 6 COLUMN FOR AXIAL STR CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 56 FRAME REACTIONS REPORT JOB NO. C077 947 ENDPOST AT 15;B CH DATE 12-1 7-03 LOAD COND 1 - DL + COL + SL / - - - - - - - - - - - - - VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) - - - - -- - - - - - - - - - - - - - - - -- -- --- - - - - - - - - - - - 1 10 . 100 0 . 000 0 . 000 0 . 000 2 0 . 000 0 . 000 0 . 000 0 . 000 LOAD COND 2 - DL + WLE + BR1/ - - - - - - - - - - - - - VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) - - - - -- -- - - - - - - - - --- -- - -- - -- - - - - - - - - - - - - - 1 -6 . 600 -4 . 238 0 . 000 0 . 000 2 0 . 000 -4 . 238 0 . 000 0 . 000 LOAD COND 3 - DL + COL + . 5SL + WLE + BR2 / - - - - - - - - - - - - -- VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) 1 6 . 800 -4 .238 0 . 000 0 . 000 2 0 . 000 -4 . 238 0 . 000 0 . 000 LOAD COND 4 - DL + COL + SL + . 5WLE + BR2/ - - -- -- - - - - - - - VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) 1 12 .400 -2 . 119 0 . 000 0 . 000 2 0 . 000 -2 . 119 0 . 000 0 . 000 LOAD COND 5 - DL + E/1 .4 / -- - - - - - - -- - - - VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) 1 1 . 100 -7 . 983 0 . 000 0 . 000 2 0 . 000 -5 . 372 0 . 000 0 . 000 LOAD COND 6 - COLUMN FOR AXIAL STRENGTH - - - - - - - - - - - - - VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) 1 3 . 028 -14 .468 0 . 000 0 . 000 2 0 . 000 -9 . 735 0 . 000 0 . 000 - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- -- - - - ------ - - -- CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - ' 57 ' FRAME REACTIONS REPORT JOB NO. C077947 ENDPOST AT 15;B CH DATE 12-17-03 , LOAD COND 7 - DL - DEAD LOAD VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) 1 1 . 100 0 . 000 0 . 000 0 . 000 2 0 . 000 0 . 000 0 . 000 0 . 000 LOAD COND 8 - COL- COLLATERAL VERTICAL HORIZ (X) HORIZ (7,) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) 1 1 .400 0 . 000 0 . 000 0 . 000 2 0 . 000 0 . 000 0 . 000 0 . 000 LOAD COND 9 - SL - SNOW LOAD ----- -- -- - - - VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP--FT) - - - - -- - - - -- - - - - - ---- -- - -- - - - - - - - - - - - -- - 1 7 . 600 0 . 000 0 . 000 0 . 000 2 0 . 000 0 . 000 0 . 000 0 . 000 LOAD COND 10 - WLE- WIND ON ENDWALL ------ - - - - - - -- VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) 1 -3 . 600 -4 .238 0 . 000 0 . 000 2 0 . 000 -4 .238 0 . 000 0 . 000 LOAD COND 11 - BR1- WIND BRACING 1 -- - --- - - - - - - - VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) 1 -4 . 100 0 . 000 0 . 000 0 . 000 2 0 . 000 0 . 000 0 . 000 0 . 000 LOAD COND 12 - BR2- WIND BRACING 2 - - - - - - - - - - -- - -- VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) 1 4 . 100 0 . 000 0 . 000 0 . 000 2 0 . 000 0 . 000 0 . 000 0 . 000 ,r -CHI'89 INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 58 FRAME REACTIONS REPORT JOB NO. C077947 ENDPOST AT 15;B CH DATE 12-17-03 LOAD COND 13 - SEI- SEISMIC LOAD ---- ---- - -- - - - VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) - - - - - - -------- ------ -- -------- - - - ----- 1 0 . 000 -11 . 181 0 . 000 0 . 000 2 0 . 000 -7 . 523 0 . 000 0 . 000 LOAD COND 14 - SB2- SEISMIC BRACING - -------- - - - - VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) 1 1 . 830 0 . 000 0 . 000 0 . 000 2 0 . 000 0 . 000 0 . 000 0 . 000 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 59 ' DESIGN SUMMARY REPORT JOB NO. C077947 ENDPOST AT 15;B CH DATE 12-17-03 , - - -- --- - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - -- -- - -- - - -- - - -- - -- - - - - - - MEMBER NO. 1- 2 LENGTH 17 . 58 FT MEMBER ANGLE 90 . 00 DEG WEIGHT 404 . LB SECT LENGTH START END OUTSIDE WEB INSIDE COMB. AT LOAD NO (FT) DEPTH DEPTH FLANGE THICK FLANGE RATIO DIST COND 1 17 . 58 10 . 00 10 . 00 8 . 0 X 5/16 3/16 8 . 0 X 5116 0 . 677 8 . 8 6 (CONTROLLING ACTIONS) AXIAL -ALLOW STRESSES- --MAXIMUM STRESSES-- -UNITY CHECK- SECT FORCE MOMENT FA FBO FBI AXIAL FBO FBI - COMPONENTS - NO (KIP) (KIP-FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) FA FBO FBI 1 3 . 03 60 . 94 31 . 7 42 . 3 44 . 0 0 .45 28 . 08 -28 . 08 0 . 01 0 . 66 0 . 64 - - - - - -- - - - - - -- --- - - - -- - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- - - - - - - - - - TOTAL FRAME WEIGHT IS 404 . LBS . CHI'8F INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 60 DEFLECTION REPORT JOB NO. C077947 ENDPOST AT 15;B CH DATE 12-17-03 CYCLE # 1 FOR LDC # 1 DL + COL + SL / ANALYSIS X-DEFL Y-DEFL Z-ROTATION X-000RD Y-COORD ANGLE POINT (IN) (IN) (DEGREES) (FT) (FT) (DEGREES) 1* 0 . 000 0 . 000 0 . 000 0 . 000 0 . 000 90 . 000 100 0 . 000 -0 . 002 0 . 000 0 . 000 0 . 977 90 . 000 101 0 . 000 -0 . 003 0 . 000 0 . 000 2 . 930 90 . 000 102 0 . 000 -0 . 004 0 . 000 0 . 000 4 . 884 90 . 000 103 0 . 000 -0 . 005 0 . 000 0 . 000 6 . 837 90 . 000 104 0 . 000 -0 . 007 0 . 000 0 . 000 8 . 791 90 . 000 105 0 . 000 -0 . 008 0 . 000 0 . 000 10 . 745 90 . 000 106 0 . 000 -0 . 009 0 . 000 0 . 000 12 . 698 90 . 000 107 0 . 000 -0 . 010 0 . 000 0 . 000 14 . 652 90 . 000 108 0 . 000 -0 . 011 0 . 000 0 . 000 16 . 605 90 . 000 2* 0 . 000 -0 . 011 0 . 000 0 . 000 17 . 582 90 . 000 - - - - - - - - - - - - - - - - - -- - - - ----------- - - - -- - - - - -- - - - -- - - - - - - - - - - -- - - - ----- ------- -- -- CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - ' '61 DEFLECTION REPORT JOB NO. C077947 ENDPOST AT 15;B CH DATE 12-17-03) CYCLE # 1 FOR LDC # 2 DL + WLE + BR1/ ANALYSIS X-DEFL Y-DEFL Z-ROTATION X-COORD Y-COORD ANGLE POINT (IN) (IN) (DEGREES) (FT) (FT) (DEGREES) 1* 0 . 000 0 . 000 -0 .239 0 . 000 0 . 000 89 . 761 100 0 . 048 0 . 001 -0 .232 0 . 004 0 . 977 89 . 768 101 0 . 138 0 . 001 -0 .201 0 . 011 2 . 931 89 . 799 102 0 . 210 0 . 001 -0 . 147 0 . 017 4 . 884 89 . 853 103 0 .257 0 . 001 -0 . 077 0 . 021 6 . 838 89 . 923 104 0 . 273 0 . 002 0 . 001 0 . 023 8 . 792 90 . 001 105 0 . 257 0 . 002 0 . 079 0 . 021 10 . 745 90 . 079 106 0 . 210 0 . 002 0 . 149 0 . 018 12 . 699 90 . 149 107 0 . 138 0 . 002 0 .204 0 . 011 14 . 653 90 . 204 108 0 . 048 0 . 003 0 . 234 0 . 004 16 . 606 90 . 234 2* 0 . 000 0 . 003 0 .239 0 . 000 17 . 583 90 . 239 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 62 DEFLECTION REPORT JOB NO. C077 947 ENDPOST AT 15;B CH DATE 12-1 7-03 - - -------------------- - -- - ------------ - ---------------- - -- -- - - - - - - - - - - - - - - - - - -- - - CYCLE # 1 FOR LDC # 3 DL + COL + . 5SL + WLE + BR2 / - - - -- -- ---- -- - -- ------ ---- - - - ------ - - - --- -- - - -------- - - - - - - - - - - - - - - - - - - - - - - - - - - ANALYSIS X-DEFL Y-DEFL Z-ROTATION X-COORD Y-COORD ANGLE POINT (IN) (IN) (DEGREES) (FT) (FT) (DEGREES) 1* 0 . 000 0 . 000 -0 .239 0 . 000 0 . 000 89 . 761 100 0 . 048 -0 . 001 -0 .232 0 . 004 0 . 977 89 . 768 101 0 . 138 -0 . 002 -0 . 201 0 . 011 2 . 930 89 . 799 102 0 .210 -0 . 003 -0 . 147 0 . 017 4 . 884 89 . 853 103 0 . 257 -0 . 004 -0 . 077 0 . 021 6 . 838 89 . 923 104 0 .273 -0 . 004 0 . 001 0 . 023 8 . 791 90 . 001 105 0 . 257 -0 . 005 0 . 079 0 . 021 10 . 745 90 . 079 106 0 . 210 -0 . 006 0 . 149 0 . 018 12 . 698 90 . 149 107 0 . 138 -0 . 007 0 .204 0 . 011 14 . 652 90 . 204 108 0 . 048 -0 . 007 0 .234 0 . 004 16 . 606 90 . 234 2* 0 . 000 -0 . 007 0 .239 0 . 000 17 . 582 90 . 239 CHIEF INDUSTRIES INC . WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - -' Z3 ' DEFLECTION REPORT JOB NO. CO7794-7 ENDPOST AT 15;B CH DATE 12-17-03. CYCLE # 1 FOR LDC # 4 DL + COL + SL + . 5WLE + BR2/ -- - -- - - - - -- - -- - ---- - - - - --- --- - - -- - ------ - ----- -- - --- ---- --- ------ ----------- - - - - ANALYSIS X-DEFL Y-DEFL Z-ROTATION X-COORD Y-COORD ANGLE POINT (IN) (IN) (DEGREES) (FT) (FT) (DEGREES) 1* 0 . 000 0 . 000 -0 . 119 0 . 000 0 . 000 89 . 881 100 0 . 024 -0 . 003 -0 . 116 0 . 002 0 . 977 89 . 884 101 0 . 069 -0 . 004 -0 . 101 0 . 006 2 . 930 89 . 899 102 0 . 105 -0 . 005 -0 . 073 0 . 009 4 . 884 89 . 927 103 0 . 128 -0 . 007 -0 . 038 0 . 011 6 . 837 89 . 962 104 0 . 136 -0 . 008 0 . 001 0 . 011 8 . 791 90 . 001 105 0 . 128 -0 . 009 0 . 040 0 . 011 10 . 744 90 . 040 106 0 . 105 -0 . 011 0 . 075 0 . 009 12 . 698 90 . 075 107 0 . 069 -0 . 012 0 . 102 0 . 006 14 . 651 90 . 102 108 0 . 024 -0 . 013 0 . 117 0 . 002 16 . 605 90 . 117 2* 0 . 000 -0 . 013 0 . 119 0 . 000 17 . 582 90 . 119 -- - - - - - -- - - - ------ - - -- - -- ---- - - -- - - ----------- -- - - - --- - - - - ----------- - ------- - --- C'HISEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 64 DEFLECTION REPORT JOB NO. C077947 ENDPOST AT 15;B CH DATE 12-17-03 CYCLE # 1 FOR LDC # 5 DL + E/1 .4 / ANALYSIS X-DEFL Y-DEFL Z-ROTATION X-COORD Y-COORD ANGLE POINT (IN) (IN) (DEGREES) (FT) (FT) (DEGREES) - - - - - - - - - --------- - - - -- -- -- - - - - - - - - --------- - - - - -- - - - - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - 1* 0 . 000 0 . 000 -0 . 431 0 . 000 0 . 000 89 . 569 100 0 . 086 0 . 000 -0 . 420 0 . 007 0 . 977 89 . 580 101 0 . 248 0 . 000 -0 . 362 0 . 021 2 . 930 89 . 638 102 0 . 377 0 . 000 -0 . 261 0 . 031 4 . 884 89 . 739 103 0 .459 -0 . 001 -0 . 132 0 . 038 6 . 838 89 . 868 104 0 .485 -0 . 001 0 . 010 0 . 040 8 . 791 90 . 010 105 0 .453 -0 . 001 0 . 149 0 . 038 10 . 745 90 . 149 106 0 .367 -0 . 001 0 . 269 0 . 031 12 . 699 90 . 269 107 0 .238 -0 . 001 0 . 357 0 . 020 14 . 652 90 . 357 108 0 . 082 -0 . 001 0 . 402 0 . 007 16 . 606 90 . 402 2* 0 . 000 -0 . 001 0 . 407 0 . 000 17 . 583 90 . 408 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - O's5r DEFLECTION REPORT JOB NO. CO77947 ENDPOST AT 15;B CH DATE 12-17-03 CYCLE # 1 FOR LDC # 6 COLUMN FOR AXIAL STRENGTH - - - - -- -- - - ----- - - - -- -- - -- - - - - - - - - - - - - - - - -- -- - - - - - --- --- - ------ --- --- -- -- - - - - - - - ANALYSIS X-DEFL Y-DEFL Z-ROTATION X-COORD Y-COORD ANGLE POINT (IN) (IN) (DEGREES) (FT) (FT) (DEGREES) 1* 0 . 000 0 . 000 -0 . 782 0 . 000 0 . 000 89 . 218 100 0 . 156 -0 . 001 -0 . 760 0 . 013 0 . 977 89 . 2 40 101 0 .450 -0 . 001 -0 . 656 0 . 037 2 . 930 89 . 344 102 0 . 684 -0 . 001 -0 .473 0 . 057 4 . 884 89 . 527 103 0 . 832 -0 . 002 -0 . 239 0 . 069 6 . 838 89 . 761 104 0 . 879 -0 . 002 0 . 018 0 . 073 8 . 791 90 . 018 105 0 . 820 -0 . 002 0 . 269 0 . 068 10 . 745 90 . 269 106 0 . 665 -0 . 003 0 . 488 0 . 055 12 . 699 90 .488 107 0 .431 -0 . 003 0 . 647 0 . 036 14 . 652 90 . 647 108 0 . 149 -0 . 003 0 . 728 0 . 012 16 . 606 90 . 728 2* 0 . 000 -0 . 003 0 . 738 0 . 000 17 . 583 90 . 740 CHI=EF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - G6 FLANGE BRACE REPORT JOB NO. C077947 ENDPOST AT 15;B CH DATE 12-17-03 MEMBER 1 - 2 OS BRACE 8 . 50 IS BRACE X CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - ' 67 " WELD SUMMARY REPORT JOB NO. CO77947 ENDPOST AT 15;B CH DATE 12-17-03 Q = V X A X Y / i -- ------ - --- - - - ---------- --------- ----- - - ------------------- ------ - ---- ---- - --- MEMBER 1- 2 SECTION 1 Q MAX = 14468 . X 2 . 50 X 4 . 84 / 130 . 22 1345 . 3 LBS/IN AT ANALYSIS POINT 1 WELD SIZE FOR THE SECTION =0 . 1875 INCH, WELD ONE SIDE ONLY - - - -------- ------------ ----- - ------------- ------ ---------------- --- - - --- --- - --- CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 68 FRAME DESIGN DATA JOB NO. C077947 ROTATED CP AT 15;C CH DATE 12-17-03 *** D E T A I L I N P U T E C H O *** JOINT 1 0 . 00 0 . 00 110 JOINT 2 0 . 00 18 .42 100 MEMBERS MEMB 1 2 000000 10 . 000 0 . 000 0 . 000 0 . 000 10 . 000 1 B 0 . 000 1 . 000 1 . 0( BRACE 8 . 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 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 SECT 80E WB 80E 0 . 000 0 . 000 LOAD CONDITIONS LDCN 100 . DL 100 . COL 100 . SL 0 . 0 . 0 . DL + COL + SL / LDCN 100 . DL 100 . WLE 100 . BR1 0 . 0 . 0 . DL + WLE + BR1/ LDCN 100 . DL -100 . WLE 100 . BR1 0 . 0 . 0 . DL + WLE + BR1/ LDCN 100 . DL 100 . COL 50 . SL 100 . WLE 100 . BR2 0 . DL + COL + . 5SL + WLI LDCN 100 . DL 100 . COL 100 . SL 50 . WLE 100 . BR2 0 . DL + COL + SL + . 5WLI LDCN 100 . DL 71 . SEI 0 . 0 . 0 . 0 . DL + E/1 . 4 / LDCN 100 . DL -71 . SEI 0 . 0 . 0 . 0 . DL - E/1 . 4 / LDCN 60 . DL 129 . SEI 129 . SB2 0 . 0 . 0 . COLUMN FOR AXIAL STRI CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - ' �69 ' LOADING SUMMARY JOB NO. C077947 ROTATED CP AT 15;C CH DATE 12-17-03� - -- - - - - - - - - - - - - - - - - --- - - - - -- - -- - - - -- - - -- - - -- - - - - - - - - - - - - - - -- - - - - -- -- - - - - -- -- -- - - - - - - - J1 J2 GROUP SYST DIR TYPE DIST LOAD *E or L LOAD -- -- - - - - - - - -- - - - - -- - ---- -- - - - - - - - - - - -- 2 1 DL GLOB Y CONC 0 . 000 -0 .300 2 1 COL GLOB Y CONC 0 . 000 -0 .400 2 1 SL GLOB Y CONC 0 . 000 -2 .300 2 1 WLE GLOB Y CONC 0 . 000 1 . 100 2 1 SB2 GLOB Y CONC 0 . 000 -1 . 830 2 1 DL GLOB Y CONC 0 . 000 -1 . 750 0 .417 0 . 000 2 1 COL GLOB Y CONC 0 . 000 -1 .400 0 . 417 0 . 000 2 1 SL GLOB Y CONC 0 . 000 -7 . 600 0 .417 0 . 000 2 1 WLE GLOB Y CONC 0 . 000 3 . 600 0 .417 0 . 000 1 2 WLE GLOB X UNIF 0 . 000 0 .256 1 2 SEI GLOB X UNIF 0 . 000 0 . 703 14 . 000 0 . 703 1 2 SEI GLOB X UNIF 14 . 000 0 . 010 1 2 BR1 GLOB Y CONC 0 . 000 4 . 100 2 1 BR2 GLOB Y CONC 0 . 000 -4 . 100 * E = eccentricity for concentrated loads . L = load length for uniform loads. LOAD CONDITION DESCRIPTIONS 1 DL + COL + SL / 2 DL + WLE + BR1/ 3 DL + WLE + BR1/ 4 DL + COL + . 5SL + WL 5 DL + COL + SL + . 5WI, 6 DL + E/1 .4 / 7 DL - E/1 .4 / 8 COLUMN FOR AXIAL STR CHTEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 70 FRAME REACTIONS REPORT JOB NO. C077947 ROTATED CP AT 15 ;C CH DATE 12-17-03 LOAD COND 1 - DL + COL + SL / - ------ - - - - - -- VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) 1 13 . 750 0 .243 0 . 000 0 . 000 2 0 . 000 -0 . 243 0 . 000 0 . 000 LOAD COND 2 - DL + WLE + BR1/ ---------- - - - VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) - - - - - - -- - - - - - - - - --- - - - -------- --- -- --- 1 -6 . 750 -2 . 399 0 . 000 0 . 000 2 0 . 000 -2 . 315 0 . 000 0 . 000 LOAD COND 3 - DL + WLE + BR1/ - - --- - -- - - - - - VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) 1 2 . 650 2 .479 0 . 000 0 . 000 2 0 . 000 2 .236 0 . 000 0 . 000 LOAD COND 4 - DL + COL + . 5SL + WLE + BR2 / - -- - - - - - - - - - - VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) 1 8 .200 -2 .282 0 . 000 0 . 000 2 0 . 000 -2 .433 0 . 000 0 . 000 LOAD COND 5 - DL + COL + SL + . 5WLE + BR2/ -- - - - - - - --- - - VERTICAL HORIZ A) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) 1 15 . 500 -0 . 976 0 . 000 0 . 000 2 0 . 000 -1 . 381 0 . 000 0 . 000 LOAD COND 6 - DL + E/1 .4 / - - - - - - - - - - - - - VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) 1 2 . 050 -4 . 320 0 . 000 0 . 000 2 0 . 000 -2 . 738 0 . 000 0 . 000 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - - 71 ' FRAME REACTIONS REPORT JOB NO. C077947 ROTATED CP AT 15;C CH DATE 12-17-03 LOAD COND 7 - DL - E/1 . 4 / VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) 1 2 . 050 4 .400 0 . 000 0 . 000 2 0 . 000 2 . 659 0 . 000 0 . 000 LOAD COND 8 - COLUMN FOR AXIAL STRENGTH - - -- - - - - - - - - VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) 1 3 . 598 -7 . 878 0 . 000 0 . 000 2 0 . 000 -4 . 915 0 . 000 0 . 000 LOAD COND 9 - DL - DEAD LOAD VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) 1 2 . 050 0 . 040 0 . 000 0 . 000 2 0 . 000 -0 . 040 0 . 000 0 . 000 LOAD COND 10 - COL- COLLATERAL - - - - - - - - - - - - - VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) 1 1 . 800 0 . 032 0 . 000 0 . 000 2 0 . 000 -0 . 032 0 . 000 0 . 000 LOAD COND 11 - SL - SNOW LOAD - - - - - - - - - -- -- VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) 1 9 . 900 0 . 172 0 . 000 0 . 000 2 0 . 000 -0 . 172 0 . 000 0 . 000 LOAD COND 12 - WLE- WIND ON ENDWALL - - - - - - - - - - -- - - VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) 1 -4 . 700 -2 .439 0 . 000 0 . 000 2 0 . 000 -2 . 276 0 . 000 0 . 000 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 72 FRAME REACTIONS REPORT JOB NO. CO77947 ,ROTATED CP AT 15 ;C CH DATE 12-17-0= --- - - --- - - ----- - ------ -- - - - - - - - - - -- -- - - - - - -- -- - - - - - - - - - - - - - -- - - - - - - - - - -- - - - - - - - LOAD COND 13 - BR1- WIND BRACING 1 --------- -- - - VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) ------ - - - - - - - - - -- - -- -- ------ - - -------- 1 -4 . 100 0 . 000 0 . 000 0 . 000 2 0 . 000 0 . 000 0 . 000 0 . 000 LOAD COND 14 - BR2- WIND BRACING 2 ----- ---- - -- - VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) 1 4 . 100 0 . 000 0 . 000 0 . 000 2 0 . 000 0 . 000 0 . 000 0 . 000 LOAD COND 15 - SEI- SEISMIC LOAD --- --- --- -- -- VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) 1 0 . 000 -6 . 107 0 . 000 0 . 000 2 0 . 000 -3 . 780 0 . 000 0 . 000 LOAD COND 16 - SB2- SEISMIC BRACING ------- --- -- - VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) - - - - - - - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - 1 1 . 830 0 . 000 0 . 000 0 . 000 2 0 . 000 0 . 000 0 . 000 0 . 000 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 73 DESIGN SUMMARY REPORT JOB NO. CO779.47 ROTATED CP AT 15 ;C CH DATE 12-17-03 - -- -------------- ---------------------- - - - - - - ------- ---- MEMBER NO. 1- 2 LENGTH 18 . 42 FT MEMBER ANGLE 90 . 00 DEG WEIGHT 424 . LB SECT LENGTH START END OUTSIDE WEB INSIDE COMB. AT LOAD NO (FT) DEPTH DEPTH FLANGE THICK FLANGE RATIO DIST COND 1 18 . 42 10 . 00 10 . 00 8 . 0 X 5/16 3/16 8 . 0 X 5/16 0 . 389 10 . 1 8 (CONTROLLING ACTIONS) AXIAL -ALLOW STRESSES- --MAXIMUM STRESSES-- -UNITY CHECK- SECT FORCE MOMENT FA FBO FBI AXIAL FBO FBI - COMPONENTS - NO (KIP) (KIP-FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) FA FBO FBI 1 3 . 60 33 . 13 30 . 5 41 . 1 44 . 0 0 . 53 15 . 26 -15 . 26 0 . 02 0 . 37 0 . 35 ----------- ---------------------------------- --------------------------- -- - - - - - TOTAL FRAME WEIGHT IS 424 . LBS. CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 74 DEFLECTION REPORT JOB NO. CO77947 ROTATED CP AT 15 ;C CH DATE 12-17-03 CYCLE # 1 FOR LDC # 1 DL + COL + SL / ANALYSIS X-DEFL Y-DEFL Z-ROTATION X-COORD Y-COORD ANGLE POINT (IN) (IN) (DEGREES) (FT) (FT) (DEGREES) - - - - - - -- ---- - ---------- - --------------------------------------------------- -- -- 1* 0 . 000 0 . 000 0 . 030 0 . 000 0 . 000 90 . 030 100 -0 . 006 -0 . 003 0 . 029 0 . 000 0 . 921 90 . 029 101 -0 . 017 -0 . 004 0 . 027 -0 . 001 2 . 762 90 . 027 102 -0 . 027 -0 . 006 0 . 023 -0 . 002 4 . 604 90 . 023 103 -0 . 036 -0 . 007 0 . 017 -0 . 003 6 .445 90 . 017 104 -0 . 042 -0 . 008 0 . 009 -0 . 003 8 . 287 90 . 009 105 -0 . 044 -0 . 010 0 . 000 -0 . 004 10 . 129 90 . 000 106 -0 . 044 -0 . 011 -0 . 012 -0 . 004 11 . 970 89 . 988 107 -0 . 038 -0 . 013 -0 . 025 -0 . 003 13 . 812 89 . 975 108 -0 . 027 -0 . 014 -0 . 040 -0 . 002 15 . 653 89 . 960 109 -0 . 011 -0 . 016 -0 . 056 -0 . 001 17 . 495 89 . 944 2* 0 . 000 -0 . 016 -0 . 060 0 . 000 18 . 416 89 . 939 -------------------------------------------------------------------------------- CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 75 DEFLECTION REPORT JOB NO. C077947 ROTATED CP AT 15;C CH DATE 12-17-03. - - --- -- - --------- ------------- --- - - -- - - - - - ----- - -------- - ----------- ---- CYCLE # 1 FOR LDC # 2 DL + WLE + BR1/ ANALYSIS X-DEFL Y-DEFL Z-ROTATION X-COORD Y-COORD ANGLE POINT (IN) (IN) (DEGREES) (FT) (FT) (DEGREES) -- - - ---- ---------- - - - - -- - - - ---------------------------------- 1* 0 . 000 0 . 000 -0 . 151 0 . 000 0 . 000 89 . 849 100 0 . 028 0 . 001 -0 . 147 0 . 002 0 . 921 89 . 853 101 0 . 083 0 . 001 -0 . 132 0 . 007 2 . 763 89 . 868 102 0 . 129 0 . 001 -0 . 103 0 . 011 4 . 604 89 . 897 103 0 . 162 0 . 001 -0 . 066 0 . 014 6 .446 89 . 934 104 0 . 180 0 . 002 -0 . 023 0 . 015 8 . 288 89 . 977 10.5 0 . 180 0 . 002 0 . 022 0 . 015 10 . 130 90 . 022 106 0 . 163 0 . 002 0 . 066 0 . 014 11 . 971 90 . 066 107 0 . 131 0 . 002 0 . 105 0 . 011 13 . 813 90 . 105 108 0 . 085 0 . 003 0 . 135 0 . 007 15 . 655 90 . 135 109 0 . 030 0 . 003 0 . 153 0 . 002 17 .496 90 . 153 2* 0 . 000 0 . 003 0 . 156 0 . 000 18 .417 90 . 156 ------------------------------------------- ------------------------------------ CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 76 DEFLECTION REPORT JOB NO. CO77947 ROTATED CP AT 15 ;C CH DATE 12-1 7-03 -- ----------- ---- -- - - - - ------- - - - - - - - - - - - - ---- - - - - - - - - - - - --- --------------- ---- CYCLE # 1 FOR LDC # 3 DL + WLE + BR1/ ------------------------ ---- -------- ----------- - -- -- - - - -- - - -- - - - - -------------- ---- ANALYSIS X-DEFL Y-DEFL Z-ROTATION X-COORD Y-COORD ANGLE POINT (IN) (IN) (DEGREES) (FT) (FT) (DEGREES) ----------- ----------------------- --------- -- -- -- - -- - ----- - ---------------- ---- 1* 0 . 000 0 . 000 0 . 161 0 . 000 0 . 000 90 . 161 100 -0 . 030 -0 . 001 0 . 157 -0 . 003 0 . 921 90 . 157 101 -0 . 089 -0 . 002 0 . 140 -0 . 007 2 . 762 90 . 140 102 -0 . 138 -0 . 003 0 . 111 -0 . 011 4 . 604 90 . 111 103 -0 . 174 -0 . 003 0 . 071 -0 . 014 6 . 446 90 . 071 104 -0 . 193 -0 . 004 0 . 026 -0 . 016 8 .287 90 . 026 105 -0 . 195 -0 . 005 -0 . 022 -0 . 016 10 . 129 89 . 978 106 -0 . 178 -0 . 006 -0 . 070 -0 . 015 11 . 971 89 . 930 107 -0 . 143 -0 . 006 -0 . 113 -0 . 012 13 . 812 89 . 887 108 -0 . 094 -0 . 007 -0 . 148 -0 . 008 15 . 654 89 . 852 109 -0 . 033 -0 . 008 -0 . 172 -0 . 003 17 . 496 89 . 828 2* 0 . 000 -0 . 008 -0 . 175 0 . 000 18 . 416 89 . 824 --- ------------------------------------------------------------------------ ---- CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 77 DEFLECTION REPORT JOB NO. C077947 ROTATED CP AT 15;C CH DATE 12-17-03 CYCLE # 1 FOR LDC # 4 DL + COL + . 5SL + WLE + BR2 / - - - - - - - - - - - - - ------ --- ---- - -- - - ------ ------ - ----- -------------- -------- - - - - - - - ANALYSIS X-DEFL Y-DEFL Z-ROTATION X-COORD Y-COORD ANGLE POINT (IN) (IN) (DEGREES) (FT) (FT) (DEGREES) -------------- -- ------------------------------- ------------------------- --- -- - - 1* 0 . 000 0 . 000 -0 . 136 0 . 000 0 . 000 89 . 864 100 0 . 026 -0 . 002 -0 . 133 0 . 002 0 . 921 89 . 867 101 0 . 075 -0 . 003 -0 . 119 0 . 006 2 . 762 89 . 881 102 0 . 116 -0 . 003 -0 . 092 0 . 010 4 . 604 89 . 908 103 0 . 145 -0 . 004 -0 . 058 0 . 012 6 .446 89 . 942 104 0 . 159 -0 . 005 -0 . 018 0 . 013 8 . 287 89 . 982 105 0 . 159 -0 . 006 0 . 022 0 . 013 10 . 129 90 . 022 106 0 . 142 -0 . 007 0 . 060 0 . 012 11 . 970 90 . 060 107 0 . 112 -0 . 008 0 . 093 0 . 009 13 . 812 90 . 093 108 0 . 072 -0 . 008 0 . 116 0 . 006 15 . 654 90 . 116 109 0 . 024 -0 . 009 0 . 126 0 . 002 17 .495 90 . 126 2* 0 . 000 -0 . 009 0 . 127 0 . 000 18 .416 90 . 127 ------------------------------------------------------------------------------- CHIEF INDUSTRIES INC . WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 78 DEFLECTION REPORT JOB NO. C077947 ROTATED CP AT 15;C CH DATE 12-17-03 - - --------- - ----------- -- ---- ---- - - - - - - -- ---- - - ----- - --- - - - - - - - --------- --- ---- CYCLE # 1 FOR LDC # 5 DL + COL + SL + . 5WLE + BR2/ - - --- - - - - - - --------- - - - - -- -- - - - - - - - ------------- - - ------ ------ --------- - - - - -- - - ANALYSIS X-DEFL Y-DEFL Z-ROTATION X-COORD Y-COORD ANGLE POINT (IN) (IN) (DEGREES) (FT) (FT) (DEGREES) --------- - - -------------------------------------------------------- -------- ---- 1* 0 . 000 0 . 000 -0 . 048 0 . 000 0 . 000 89 . 952 100 0 . 009 -0 . 003 -0 . 047 0 . 001 0 . 921 89 . 953 101 0 . 026 -0 . 005 -0 . 041 0 : 002 2 . 762 89 . 959 102 0 . 039 -0 . 006 -0 . 031 0 . 003 4 . 604 89 . 969 103 0 . 048 -0 . 008 -0 . 017 0 . 004 6 . 445 89 . 983 104 0 . 052 -0 . 010 -0 . 003 0 . 004 8 . 287 89 . 997 105 0 . 049 -0 . 011 0 . 011 0 . 004 10 . 128 90 . 011 106 0 . 042 -0 . 013 0 . 022 0 . 003 11 . 970 90 . 022 107 0 . 030 -0 . 014 0 . 030 0 . 003 13 . 812 90 . 030 108 0 . 017 -0 . 016 0 . 031 0 . 001 15 . 653 90 . 031 109 0 . 005 -0 . 017 0 . 025 0 . 000 17 .495 90 . 025 2* 0 . 000 -0 . 017 0 . 023 0 . 000 18 .415 90 . 022 ---------------------------------------------------------------------------- --- CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 79 DEFLECTION REPORT JOB NO. C077947 ROTATED CP AT 15;C CH DATE 12-17-03. CYCLE # 1 FOR LDC # 6 DL + E/1 . 4 / ---------- - - - - -- - - - - - -- - -- - ---- - -- -- - - - - - - - - - -- -- - ANALYSIS X-DEFL Y-DEFL Z-ROTATION X-COORD Y-COORD ANGLE POINT (IN) (IN) (DEGREES) (FT) (FT) (DEGREES) ------- ------------------------- - -- - - - - -------------- - - - - - - ---------- -- - - - - - ---- 1* 0 . 000 0 . 000 -0 . 249 0 . 000 0 . 000 89 . 751 100 0 . 047 0 . 000 -0 . 244 0 . 004 0 . 921 89 . 756 101 0 . 137 -0 . 001 -0 . 216 0 . 011 2 . 762 89 . 784 102 0 . 211 -0 . 001 -0 . 166 0 . 018 4 . 604 89 . 834 103 0 . 263 -0 . 001 -0 . 102 0 . 022 6 . 446 89 . 898 104 0 .288 -0 . 001 -0 . 029 0 . 024 8 . 288 89 . 971 105 0 . 285 -0 . 001 0 . 045 0 . 024 10 . 129 90 . 045 106 0 . 254 -0 . 002 0 . 113 0 . 021 11 . 971 90 . 113 107 0 . 200 -0 . 002 0 . 169 0 . 017 13 . 813 90 . 169 108 0 . 127 -0 . 002 0 . 206 0 . 011 15 . 654 90 . 206 109 0 . 043 -0 . 002 0 . 224 0 . 004 17 . 496 90 . 224 2* 0 . 000 -0 . 002 0 . 225 0 . 000 18 .417 90 .226 --------------------------------------------------------------------------- - --- CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 80 DEFLECTION REPORT JOB NO. CO77947 ROTATED CP AT 15 ;C CH DATE 12-17-03 ------- -------- ---------------------- - - --------- -- - - -- -- - - ---- ----- - - - - -- - ----- ---- CYCLE # 1 FOR LDC # 7 DL - E/1 .4 / -------------------------- ----------- - ------------- - - - - - - - - - - - - - - - - - - - ----- --- - ANALYSIS X-DEFL Y-DEFL Z-ROTATION X-COORD Y-COORD ANGLE POINT (IN) (IN) (DEGREES) (FT) (FT) (DEGREES) ----------------------------------- ---------------- -- -- -- - - - - - - - - ---------- ---- 1* 0 . 000 0 . 000 0 . 259 0 . 000 0 . 000 90 . 259 100 -0 . 049 0 . 000 0 . 253 -0 . 004 0 . 921 90 . 253 101 -0 . 142 -0 . 001 0 . 224 -0 . 012 2 . 762 90 . 224 102 -0 . 220 -0 . 001 0 . 173 -0 . 018 4 . 604 90 . 173 103 -0 .275 -0 . 001 0 . 107 -0 . 023 6 . 446 90 . 107 104 -0 . 302 -0 . 001 0 . 032 -0 . 025 8 .288 90 . 032 105 -0 . 300 -0 . 001 -0 . 045 -0 . 025 10 . 129 89 . 955 106 -0 .269 -0 . 002 -0 . 117 -0 . 022 11 . 971 89 . 883 107 -0 . 212 -0 . 002 -0 . 177 -0 . 018 13 . 813 89 . 823 108 -0 . 136 -0 . 002 -0 . 219 -0 . 011 15 . 654 89 . 781 109 -0 . 047 -0 . 002 -0 .242 -0 . 004 17 . 496 89 . 758 2* 0 . 000 -0 . 002 -0 . 245 0 . 000 18 .417 89 . 755 ----------------------------------------------------------------- -------------- CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - ,81 DEFLECTION REPORT JOB NO. C077947 ROTATED CP AT 15;C CH DATE 12-17-03, - - - - - - - -- -- - --------- -- - --- - --- - - - - -- - - - - - - - - - --- -- ------------ ------------- -- - - CYCLE # 1 FOR LDC # 8 COLUMN FOR AXIAL STRENGTH -- - ---- ------ - - - -- - --- - - - - - - ---- - - - - - - - - - - - - - - - - -------------- ------------- -- - - ANALYSIS X-DEFL Y-DEFL Z-ROTATION X-COORD Y-COORD ANGLE POINT (IN) (IN) (DEGREES) (FT) (FT) (DEGREES) ---- ------ - - -- - ------ - - - -- - -- - - - ------------------------- -- --- ---- ------------- 1* 0 . 000 0 . 000 -0 . 457 0 . 000 0 . 000 89 . 543 100 0 . 086 -0 . 001 -0 .447 0 . 007 0 . 921 89 . 553 101 0 . 251 -0 . 001 -0 . 396 0 . 021 2 . 762 89 . 604 102 0 . 388 -0 . 001 -0 . 305 0 . 032 4 . 604 89 . 695 103 0 .484 -0 . 002 -0 . 187 0 . 040 6 . 446 89 . 813 104 0 . 531 -0 . 002 -0 . 054 0 . 044 8 . 287 89 . 946 10.5 0 . 526 -0 . 003 0 . 081 0 . 044 10 . 129 90 . 081 106 0 .470 -0 . 003 0 . 207 0 . 039 11 . 971 90 . 207 107 0 . 369 -0 . 003 0 . 310 0 . 031 13 . 812 90 . 310 108 0 .235 -0 . 004 0 . 381 0 . 020 15 . 654 90 . 381 109 0 . 080 -0 . 004 0 .416 0 . 007 17 . 496 90 . 416 2* 0 . 000 -0 . 004 0 .421 0 . 000 18 .417 90 . 421 -------------------------------------------------------------------- ----------- CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO . F - 82 FLANGE BRACE REPORT JOB NO. CO77947 ROTATED CP AT 15 ;C CH DATE 12-17-03 - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - MEMBER 1 - 2 OS BRACE 8 . 50 IS BRACE X GRAND ISLAND, NE PAGE NO. F - 133 WELD SUMMARY REPORT JOB NO. C077947 - ROTATED_CP AT 15 l-C - _ CH -_ _ _DATE _12-1'7-0 3. ------------ - - - ------------ -------- - Q = V X A X Y / I - - ------------ - --- ----- - - --- --------- - - - -- - - - - --- - ----- ------ ---- -------- --- ---- MEMBER 1- 2 SECTION 1 Q MAX = 7878 . X 2 . 50 X 4 . 84 / 130 .22 732 . 6 LBS/IN AT ANALYSIS POINT 1 WELD SIZE FOR THE SECTION =0 . 1875 INCH, WELD ONE SIDE ONLY -- -- - -- - - ------- ---- --------- - -------- --- - - - - - - ----- --------------- -- - - ---- ---- CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 84 FRAME DESIGN DATA JOB NO. CO77947 JACK BEAM AT HIGH SIDE CH DATE 12-17-03 - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - *** D E T A I L I N P U T E C H O *** JOINT 1 0 . 00 0 . 00 110 JOINT 2 40 . 00 0 . 00 10 MEMBERS MEMB 1 2 000000 21 . 000 42 . 000 42 . 000 0 . 000 21 . 000 3 B 0 . 000 1 . 000 1 . 0 BRACE 20 . 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 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 0 . 00 SECT 80F WC 80F 10 . 000 0 . 000 SECT 80F WC 80F 20 . 000 0 . 000 SECT 80F WC 80F 10 . 000 0 . 000 LOAD CONDITIONS LDCN 100 . DL 100 . COL 100 . LL 0 . 0 . 0 . DL + COL + LL / LDCN 100 . DL 100 . COL 100 . SL 0 . 0 . 0 . DL + COL + SL / LDCN 100 . DL 100 . WLL 0 . 0 . 0 . 0 . DL + WLL / CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 85 LOADING SUMMARY JOB NO. CO77947 JACK BEAM AT HIGH SIDE CH DATE 12-17-Q3 - - - - - - - - ----- ---- - - - -- ----------------------------- - - ---------------------- - - - - J1 J2 GROUP SYST DIR TYPE DIST LOAD *E or L LOAD - - - - ---- - -- -- --- -- -- ---- -- ------ - - ---- - - - --- 1 2 DL GLOB Y UNIF 0 . 000 -0 . 050 1 2 DL GLOB Y CONC 20 . 000 -1 . 500 1 2 COL GLOB Y CONC 20 . 000 -2 . 000 1 2 LL GLOB Y CONC 20 . 000 -8 . 000 1 2 SL GLOB Y CONC 20 . 000 -10 . 720 1 2 WLL GLOB Y CONC 20 . 000 5 . 300 * E = eccentricity for concentrated loads. L = load length for uniform loads . LOAD CONDITION DESCRIPTIONS 1 DL + COL + LL / 2 DL + COL + SL / 3 DL + WLL / CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 86 FRAME REACTIONS REPORT JOB NO. C077947 JACK BEAM AT HIGH SIDE CH DATE 12-17-03 LOAD COND 1 - DL + COL + LL / - - - -- - -- -- - - - VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) 1 6 . 750 0 . 000 0 . 000 0 . 000 2 6 . 750 0 . 000 0 . 000 0 . 000 LOAD COND 2 - DL + COL + SL / VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) 1 8 . 110 0 . 000 0 . 000 0 . 000 2 8 . 110 0 . 000 0 . 000 0 . 000 LOAD COND 3 -- DL + WLL / - - -- - - - - - - -- - VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) 1 -0 . 900 0 . 000 0 . 000 0 . 000 2 -0 . 900 0 . 000 0 . 000 0 . 000 LOAD COND 4 - DL - DEAD LOAD VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) 1 1 . 750 0 . 000 0 . 000 0 . 000 2 1 . 750 0 . 000 0 . 000 0 . 000 LOAD COND 5 - COL- COLLATERAL VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) 1 1 . 000 0 . 000 0 . 000 0 . 000 2 1 . 000 0 . 000 0 . 000 0 . 000 LOAD COND 6 - LL - LIVE LOAD - - - - - - - - -- - - - - VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) - - - - - - - -- - - - - - - - - - - - - - - -- -- - - - - - - - - -- -- 1 4 . 000 0 . 000 0 . 000 0 . 000 2 4 . 000 0 . 000 0 . 000 0 . 000 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 87 FRAME REACTIONS REPORT JOB NO. C077947 JACK- BEAM AT HIGH _SIDE CH DATE 1.2-17-03 ------------------------------------------------------------------------ ------- LOAD COND 7 - SL - SNOW LOAD ------------- VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) ------ -------- -------- -------- ---- ---- 1 5 . 360 0 . 000 0 . 000 0 . 000 2 5 . 360 0 . 000 0 . 000 0 . 000 LOAD COND 8 - WLL- WIND FROM LEFT VERTICAL HORIZ (X) HORIZ (Z) MOMENT JOINT REACTION REACTION REACTION REACTION NUMBER (KIPS) (KIPS) (KIPS) (KIP-FT) - ----- -------- -------- -------- ------ -- 1 -2 . 650 0 . 000 0 . 000 0 . 000 2 -2 . 650 0 . 000 0 . 000 0 . 000 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 88 DESIGN SUMMARY REPORT JOB NO. C077947 JACK BEAM AT HIGH SIDE CH DATE 12-17-03 - - - - - - - - - - -- - - - - - - - - MEMBER NO. 1- 2 LENGTH 40 . 00 FT MEMBER ANGLE 0 . 00 DEG WEIGHT 1889 . LB SECT LENGTH START END OUTSIDE WEB INSIDE COMB. AT LOAD NO (FT) DEPTH DEPTH FLANGE THICK FLANGE RATIO DIST COND 1 10 . 00 21 . 00 42 . 00 8 . 0 X 3/8 7/32 8 . 0 X 3/8 0 .487 10 . 0 2 2 20 . 00 42 . 00 42 . 00 8 . 0 X 3/8 7/32 8 . 0 X 3/8 0 . 943 20 . 0 2 3 10 . 00 42 . 00 21 . 00 8 . 0 X 3/8 7/32 8 . 0 X 3/8 0 .487 30 . 0 2 (CONTROLLING ACTIONS) AXIAL -ALLOW STRESSES- --MAXIMUM STRESSES-- -UNITY CHECK- SECT FORCE MOMENT FA FBO FBI AXIAL FBO FBI - COMPONENTS - NO (KIP) (KIP-FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) FA FBO FBI 1 0 . 00 78 . 60 5 . 5 10 . 5 33 . 0 0 . 00 5 . 11 -5 . 11 0 . 00 0 . 49 0 . 15 2 0 . 00 152 .20 5 . 5 10 . 5 33 . 0 0 . 00 9 . 89 -9 . 89 0 . 00 0 . 94 0 .30 3 0 . 00 78 . 60 5 . 5 10 . 5 33 . 0 0 . 00 5 . 11 -5 . 11 0 . 00 0 .49 0 . 15 TOTAL FRAME WEIGHT IS 1889 . LBS , CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. Y - 89 DEFLECTION REPORT JOB NO. CO77947 JACK BEAM AT HIGH SIDE CH DATE 12-17-03 ---- ------------------------------ - -- ----------- --- - - - - - - ------------------ ---- CYCLE # 1 FOR LDC # 1 DL + COL + LL / --- ----------------------------- -- - - ------------------------------------------- ANALYSIS X-DEFL Y-DEFL Z-ROTATION X-COORD Y-COORD ANGLE POINT (IN) (IN) (DEGREES) (FT) (FT) (DEGREES) ----------------------- --- -- ----- - -------------------------------- ------------- 1* 0 . 000 0 . 000 -0 . 111 0 . 000 0 . 000 -0 . 111 100 0 . 000 -0 . 023 -0 . 110 1 . 000 -0 . 001 -0 . 116 101 0 . 000 -0 . 068 -0 . 103 3 . 000 -0 . 004 -0 . 113 102 0 . 000 -0 . 109 -0 . 095 5 . 000 -0 . 007 -0 . 107 103 0 . 000 -0 . 147 -0 . 085 7 . 000 -0 . 009 -0 . 101 104 0 . 000 -0 . 181 -0 . 075 9 . 000 -0 . 012 -0 . 094 105* 0 . 000 -0 . 196 -0 . 070 10 . 000 -0 . 012 -0 . 092 106 0 . 000 -0 .211 -0 . 064 11 . 111 -0 . 014 -0 . 160 107 0 . 000 -0 . 238 -0 . 051 13 . 333 -0 . 019 -0 . 150 108 0 . 000 -0 . 259 -0 . 036 15 . 556 -0 . 023 -0 . 138 109 0 . 000 -0 .272 -0 . 019 17 . 778 -0 . 026 -0 . 124 110 0 . 000 -0 .277 0 . 000 20 . 000 -0 . 029 -0 . 108 111 0 . 000 -0 . 272 0 . 020 22 .222 -0 . 030 -0 . 092 112 0 . 000 -0 .259 0 . 037 24 . 444 -0 . 031 -0 . 078 113 0 . 000 -0 . 239 0 . 052 26 . 667 -0 . 032 -0 . 066 114 0 . 000 -0 . 211 0 . 065 28 . 889 -0 . 032 -0 . 056 115* 0 . 000 -0 . 196 0 . 070 30 . 000 -0 . 031 -0 . 054 116 0 . 000 -0 . 181 0 . 076 31 . 000 -0 . 028 0 . 088 117 0 . 000 -0 . 147 0 . 085 33 . 000 -0 . 022 0 . 095 118 0 . 000 -0 . 109 0 . 095 35 . 000 -0 . 016 0 . 101 119 0 . 000 -0 . 068 0 . 104 37 . 000 -0 . 010 0 . 107 120 0 . 000 -0 . 023 0 . 110 39 . 000 -0 . 003 0 . 110 2* 0 . 000 0 . 000 0 . 111 40 . 000 0 . 001 0 . 108 ---------------------------------------------------------- - - - - -- --------------- CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 90 DEFLECTION REPORT JOB NO. C077947 JACK BEAM AT HIGH SIDE CH DATE 12-17-03 CYCLE # 1 FOR LDC # 2 DL + COL + SL / ' ANALYSIS X-DEFL Y-DEFL Z-ROTATION X-COORD Y-COORD ANGLE POINT (IN) (IN) (DEGREES) (FT) (FT) (DEGREES) 1* 0 . 000 0 . 000 -0 . 134 0 . 000 0 . 000 -0 . 134 100 0 . 000 -0 . 028 -0 . 133 1 . 000 -0 . 001 -0 . 140 101 0 . 000 -0 . 082 -0 . 125 3 . 000 -0 . 005 -0 . 137 102 0 . 000 -0 . 132 -0 . 115 5 . 000 -0 . 008 -0 . 130 103 0 . 000 -0 . 178 -0 . 103 7 . 000 -0 . 011 -0 . 122 104 0 . 000 -0 .219 -0 . 091 9 . 000 -0 . 014 -0 . 114 105* 0 . 000 -0 . 237 -0 . 085 10 . 000 -0 . 015 -0 . 112 106 0 . 000 -0 . 256 -0 . 078 11 . 111 -0 . 018 -0 . 194 107 0 . 000 -0 .289 -0 . 063 13 . 333 -0 . 023 -0 . 182 108 0 . 000 -0 . 314 -0 . 044 15 . 556 -0 . 028 -0 . 168 109 0 . 000 -0 . 330 -0 . 023 17 . 778 -0 . 032 -0 . 151 110 0 . 000 -0 .336 0 . 000 20 . 000 -0 . 035 -0 . 131 111 0 . 000 -0 . 330 0 . 024 22 . 222 -0 . 037 -0 . 111 112 0 . 000 -0 . 314 0 . 045 24 . 444 -0 . 038 -0 . 094 113 0 . 000 -0 . 289 0 . 063 26 . 667 -0 . 039 -0 . 080 114 0 . 000 -0 . 256 0 . 079 28 . 889 -0 . 039 -0 . 068 115* 0 . 000 -0 . 237 0 . 085 30 . 000 -0 . 038 -0 . 065 116 0 . 000 -0 . 219 0 . 092 31 . 000 -0 . 034 0 . 107 117 0 . 000 -0 . 178 0 . 104 33 . 000 -0 . 027 0 . 115 118 0 . 000 -0 . 133 0 . 115 35 . 000 -0 . 020 0 . 123 119 0 . 000 -0 . 082 0 . 126 37 . 000 -0 . 012 0 . 130 120 0 . 000 -0 . 028 0 . 133 39 . 000 -0 . 004 0 . 133 2* 0 . 000 0 . 000 0 . 134 40 . 000 0 . 001 0 . 131 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - '91 DEFLECTION REPORT JOB NO. CO77947 JACK BEAM AT HIGH SIDE CH DATE 12-17-03- ----------------------------- -- - - - - - - - --------- - ------ - - - - - ---- - - - --- ----------- CYCLE # 1 FOR LDC # 3 DL + WLL / ----- ----------------- - -- - --- ----- - -- - ------------------------ - - - - - - - - - - --- - - - - - ANALYSIS X-DEFL Y-DEFL Z-ROTATION X-COORD Y-COORD ANGLE POINT (IN) (IN) (DEGREES) (FT) (FT) (DEGREES) -------------------------- - - - - - - ----------------------- ------- - - - -- 1* 0 . 000 0 . 000 0 . 021 0 . 000 0 . 000 0 . 021 100 0 . 000 0 . 004 0 . 020 1 . 000 0 . 000 0 . 020 101 0 . 000 0 . 013 0 . 020 3 . 000 0 . 001 0 . 020 102 0 . 000 0 . 021 0 . 018 5 . 000 0 . 002 0 . 018 103 0 . 000 0 . 028 0 . 017 7 . 000 0 . 002 0 . 017 104 0 . 000 0 . 035 0 . 015 9 . 000 0 . 003 0 . 015 105* 0 . 000 0 . 038 0 . 014 10 . 000 0 . 003 0 . 014 106 0 . 000 0 . 041 0 . 013 11 . 111 0 . 004 0 . 027 107 0 . 000 0 . 047 0 . 011 13 . 333 0 . 005 0 . 025 108 0 . 000 0 . 051 0 . 008 15 . 556 0 . 006 0 . 022 109 0 . 000 0 . 054 0 . 004 17 . 778 0 . 006 0 . 018 110 0 . 000 0 . 055 0 . 000 20 . 000 0 . 007 0 . 014 111 0 . 000 0 . 054 -0 . 004 22 .222 0 . 008 0 . 010 112 0 . 000 0 . 051 -0 . 008 24 .444 0 . 008 0 . 006 113 0 . 000 0 . 047 -0 . 011 26 . 667 0 . 008 0 , 003 114 0 . 000 0 . 041 -0 . 013 28 . 889 0 . 008 0 . 001 115* 0 . 000 0 . 038 -0 . 014 30 . 000 0 . 008 0 . 000 116 0 . 000 0 . 035 -0 . 015 31 . 000 0 . 008 -0 . 029 117 0 . 000 0 . 028 -0 . 017 33 . 000 0 . 007 -0 . 031 118 0 . 000 0 . 021 -0 . 018 35 . 000 0 . 005 -0 . 032 119 0 . 000 0 . 013 -0 . 020 37 . 000 0 . 004 -0 . 034 120 0 . 000 0 . 004 -0 . 020 39 . 000 0 . 003 -0 . 035 2* 0 . 000 0 . 000 -0 . 021 40 . 000 0 . 002 -0 . 035 ------------------------------------------------------------------------------- CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 92 FLANGE BRACE REPORT JOB NO. CO77947 ,JACK BEAM AT HIGH SIDE CH DATE 12-17-03 -- - - - -- - - ----- -- - - - - - - - - - - - - - -- --- - -- - - -- - - - - - - - - - - - - - - - - - - - - - -- - - -- -- - - - - -- -- - - - MEMBER 1 - 2 OS BRACE 20 . 00 IS BRACE X CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 03 WELD SUMMARY REPORT JOB NO. C077947 JACK BEAM AT HIGH SIDE CH DATE -12-17-03. ---------------------------------------- - - - Q = V X A X Y / I MEMBER 1- 2 SECTION 1 Q MAX = 8110 . X 3 . 00 X 10 .31 / 789 . 53 = 317 . 8 LBS/IN AT ANALYSIS POINT 1 WELD SIZE FOR THE SECTION =0 . 1875 INCH, WELD ONE SIDE ONLY - - - - ----- - ---- ----------------------- - - - - - - -- - ----- - --- ------ - - - - -- ------------ MEMBER 1- 2 SECTION 2 Q MAX = 7610 . X 3 . 00 X 20 . 81 / 3878 . 53 122 . 5 LBS/IN AT ANALYSIS POINT 105 WELD SIZE FOR THE SECTION =0 . 1875 INCH, WELD ONE SIDE ONLY MEMBER 1- 2 SECTION 3 Q MAX = 8110 . X 3 . 00 X 10 .31 / 789 . 53 = 317 . 8 LBS/IN AT ANALYSIS POINT 2 WELD SIZE FOR THE SECTION =0 . 1875 INCH, WELD ONE SIDE ONLY CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. E - 94 BUILDING A ENDWALL (D) JOB NO. C077947 ENDWALL DESIGN CH DATE 17-DEC-03 - - - -- ---- --- ---- -------------- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - - - - .. -- - - ENDWALL DESIGN INPUT ECHO *********** DESIGN DATA *********** DESIGN BY 1996 AISI DESIGN SPEC AND 9TH EDITION OF AISC-ASD DEAD LOAD. . . . . . . . . . . . . . . . . . . . . . . . : 2 . 64 PSF COLLATRAL LOAD. . . . . . . . . . . . . . . . . . . : 5 . 00 PSF LIVE LOAD. . . . . . . . . . . . . . . . . . . . . . . . . 20 . 00 PSF SNOW LOAD. . . . . . . . . . . . . . . . . . . . . . . . . 27 . 00 PSF WIND LOAD. . . . . . . . . . . . . . . . . . . . . . . . : 18 . 53 PSF RAFTER WIND COEFFICIENT. . . . . . . . . . : 0 . 7000 COLUMN WIND COEFFICIENT. . . . . . . . . . : 1 . 3000 MAXIMUM UNITY CHECK RATIO. . . . . . . . : 1 . 0300 MAXIMUM RAFTER DEFLECTION RATIO. . : L/240 . MAXIMUM COLUMN DEFLECTION RATIO. . : L/240 . (FOR 10 YEAR WIND MAP) MAXIMUM COLUMN DEFLECTION. . . . . . . . : 3 . 00 IN. (FOR 10 YEAR WIND MAP) MAXIMUM COLUMN DEPTH. . . . . . . . . . . . . : 10 . 00 IN. MINIMUM COLUMN DEPTH. . . . . . . . . . . . . : 10 . 00 IN. MINIMUM RAFTER DEPTH. . . . . . . . . . . . . : 8 . 00 IN. UNSUPPORTED COLUMN LENGTH. . . . . . . . : 8 . 50 FT. UNSUPPORTED COLUMN LENGTH BENDING: 8 . 50 FT. CONSTANT PURLIN SPACING. . . . . . . . . . : 5 . 00 FT. YEILD OF B.U. P. MEMBERS . . . . . . . . . . : 55 . 00 KSI OPTIMIZATION. . . . . . . . . . . . . . . . . . . . . :Y LOAD COMBINATIONS : D + (Lr or S) D + W D + S/2 + W D + S + W/2 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. E - `95 DUILDING A ENDWALL (D) JOB NO. CO77947 ENDWALL DESIGN CH DATE 17-DEC-03 ------------------------------------------------------------- - - - - - --------- --- ENDWALL DESIGN DATA ----------------- -- LOADS : DEAD LOAD = 2 . 64 PSF COLL LOAD = 5 . 00 PSF LIVE LOAD = 20 . 00 PSF SNOW LOAD = 27 . 00 PSF WIND LOAD = 18 . 53 PSF ENDWALL GEOMETRY: ENDWALL TYPE WIDE FLANGE LEFT EAVE HEIGHT 16 . 75 FEET RIGHT EAVE HEIGHT 18 .42 FEET BUILDING WIDTH 40 . 00 FEET DISTANCE TO RIDGE 20 . 00 FEET LEFT ROOF SLOPE 0 . 5 0/a.2 . RIGHT ROOF SLOPE -0 .50/12 . SIDEWALL BAY SPACE 17 . 58 FEET GABLE EXTENSION 2 .42 FEET 2 ENDWALL SPACES (FT) : 20 . 00 20 . 00 ENDWALL POST SIZES : W10 . W10 . W10 . CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. E - 96 BUILDING A ENDWALL (D) JOB NO. C077 947 ENDWALL DESIGN CH DATE 17-DEC-03 ENDWALL RAFTER BEAM DESIGN SUMMARY ----------------------------- - - - - - RAFTER SIZE : 8" DEEP - 6 . 0" X 3/16" FLANGE - 1/8" WEB LOAD CONDITION: D + S UNIFORMLY DISTRIBUTED LOAD: 0 . 4003 KLF (INCLUDING RAFTER BEAM DEAD LOAD) * X-AXIS * Y-AXIS * UNSUPPORTED * ACTUAL * ALLOW * ACTUAL * ALLOW * COMB. JOINT* MOMENT * MOMENT * LENGTH * FBX * FBX * FBY * FBY * STRESS NUM * (K-FT) * (K-FT) * (FT) * (KSI) * (KSI) * (KSI) * (KSI) * RATIO 2 -20 . 02 0 . 00 5 . 0010 28 . 22 33 . 00 0 . 00 33 . 00 0 . 855 0 11 . 26 0 . 00 5 . 0000 15 . 87 33 . 00 0 . 00 33 . 00 0 . 481 LOAD CONDITION:D + W UNIFORMLY DISTRIBUTED LOAD: -0 . 1025 KLF (INCLUDING RAFTER BEAM DEAD LOAD) WIND LOAD: 12 . 97 PSF -- - - - - -- - - - - - - - - - - - * X-AXIS * Y-AXIS * UNSUPPORTED * ACTUAL * ALLOW * ACTUAL * ALLOW * COMB. JOINT* MOMENT * MOMENT * LENGTH * FBX * FBX * FBY * FBY * STRESS NUM * (K-FT) * (K-FT) * (FT) * (KSI) * (KSI) * (KSI) * (KSI) * RATIO - 2 5 . 13 1 .37 5 . 0000 6 . 43 40 . 76 7 .28 40 . 76 0 . 336 0 -2 . 88 0 . 00 14 . 9990 3 . 61 18 .39 0 . 00 40 . 76 0 . 197 LOAD CONDITION:D + S/2 + W UNIFORMLY DISTRIBUTED LOAD: 0 . 1036 KLF (INCLUDING RAFTER BEAM DEAD LOAD) WIND LOAD: 12 . 97 PSF * X-AXIS * Y-AXIS * UNSUPPORTED * ACTUAL * ALLOW * ACTUAL * ALLOW * COMB . JOINT* MOMENT * MOMENT * LENGTH * FBX * FBX * FBY * FBY * STRESS NUM * (K-FT) * (K-FT) * (FT) * (KSI) * (KSI) * (KSI) * (KSI) * RATIO 2 -5 . 18 1 . 37 5 . 0010 6 . 50 40 . 76 7 .28 40 . 76 0 . 338 0 2 . 91 0 . 00 5 . 0000 4 . 11 44 . 00 0 . 00 44 . 00 0 . 093 NOTE : JOINT NUMBER ZERO INDICATES LOCATION OF MAXIMUM MID-BAY MOMENT. CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. E - ,97 BUILDING A ENDWALL (D) JOB NO. C077947 ENDWALL DESIGN CH DATE 17-DEC-03 - - - - - - - - - - - - -- - -------- - - - - - - ---- --- - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - ------------ ENDWALL RAFTER BEAM DESIGN SUMMARY RAFTER SIZE : 8" DEEP - 6 . 0 " X 3/16" FLANGE - 1/8" WEB LOAD CONDITION:D + S + W/2 UNIFORMLY DISTRIBUTED LOAD: 0 . 3276 KLF (INCLUDING RAFTER BEAM DEAD LOAD) WIND LOAD: 12 . 97 PSF - - - - - - - - -- - - ----------- - - - -- -- - --- -- - -- ------------------ - ------------- ------- - * X-AXIS * Y-AXIS * UNSUPPORTED * ACTUAL * ALLOW * ACTUAL * ALLOW * COMB. JOINT* MOMENT * MOMENT * LENGTH * FBX * FBX * FBY * FBY * STRESS NUM * (K-FT) * (K-FT) * (FT) * (KSI) * (KSI) * (KSI) * (KSI) * RATIO 2 -16 . 39 0 . 68 5 . 0010 23 . 09 44 . 00 3 . 64 44 . 00 0 . 608 0 9 . 21 0 . 00 5 . 0000 12 . 99 44 . 00 0 . 00 44 . 00 0 . 295 NOTE: JOINT NUMBER ZERO INDICATES LOCATION OF MAXIMUM MID-BAY MOMENT. CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. G - 98 BUILDING A SIDEWALL (A) GIRTS JOB NO. C077947 GIRT DESIGN CH DATE 20-NOV-03 ********* INPUT ECHO ******** CALCULATIONS BASED ON 1996 AISI SPECIFICATION SECTION TYPE IS C BRIEF REPORT DO NOT INCREASE DEPTHS WIND LOAD = 18 . 53200 SUCTION = 1 . 300000 PRESSURE = 0 . 9000000 UNITY = 1 . 030000 ALLOW = 1 . 333333 DEFLC = L/ 240 . 0000 (10 YEAR MAP DEFLECTION) BEARING= 5 . 000000 5 . 000000 5 . 000000 END ZONE= 4 . 000000 SUCT= 1 . 300000 PRES= 0 . 9000000 PANEL TYPE=TFP INSET/OUTSET/BYPASS GIRTS=O BAY NO. 1 2 3 4 5 6 7 8 9 10 11 BAY LENGTH 18 . 83 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 , SPACING 3 . 92 3 . 92 3 . 92 3 . 92 3 . 92 3 . 92 3 . 92 3 . 92 3 . 92 3 . 92 3 . 92 3 . SIZES 816 814 814 814 814 814 814 814 814 814 814 E T SAG ANG 0 0 0 0 0 0 0 0 0 0 0 B SAG ANG 0 0 0 0 0 0 0 0 0 0 0 NUM GIRTS 2 2 2 2 2 2 2 2 2 2 2 SIMPLE SPAN LAPS EXTENSIONS LEFT EXTENSION (FT) = 1 . 166667 RIGHT EXTENSION (FT) = 2 . 166667 EXTENSION SUCTION COEF. = 1 . 300000 EXTENSION PRESSURE COEF. = 0 . 9000000 FY = 55 . 00000 KSI Welded clips N CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. G - 09 BUILDING A STBEWALL (A) GIRTS JOB NO. C077947 GIRT DESIGN CH DATE 20-NOV-03 FLANGE LIP LIP CORNER SIZE AREA WEIGHT DEPTH WIDTH THICKNESS LENGTH ANGLE RADIUS h ----------------------- -- - ----------- - - - - - ------------------------ - -------- - --- C1012 1 . 780 6 . 05 10 . 00 3 . 50 0 . 099 0 . 94 90 . 0 . 250 9 . 30 C1014 1 . 347 4 . 58 10 . 00 3 . 50 0 . 075 0 . 87 90 . 0 . 250 9 . 35 C 812 1 . 483 5 . 04 8 . 00 3 . 00 0 . 099 0 . 94 90 . 0 . 250 7 . 30 C 814 1 . 122 3 . 81 8 . 00 3 . 00 0 . 075 0 . 87 90 . 0 . 250 7 . 35 C 816 0 . 896 3 . 05 8 . 00 3 . 00 0 . 060 0 . 83 90 . 0 . 250 7 . 38 C 712 1 . 334 4 . 54 7 . 00 2 . 75 0 . 099 0 . 94 90 . 0 . 250 6 . 30 C 714 1 . 009 3 .43 7 . 00 2 . 75 0 . 075 0 . 87 90 . 0 . 250 6 . 35 C 716 0 . 806 2 . 74 7 . 00 2 . 75 0 . 060 0 . 83 90 . 0 . 250 6 . 38 Ix Sxe SIZE Ix (def) Sf Sxe (holes) Iy Iyc rx ry Va ----------------------------------------------------------------------------- C1012 26 . 85 26 . 85 5 . 37 4 . 64 3 . 93 2 . 80 1 .40 3 . 88 1 . 25 8 . 71 C1014 20 .43 19 .45 4 . 09 3 . 32 2 . 67 2 . 11 1 . 05 3 . 89 1 . 25 3 . 77 C 812 14 .41 14 .41 3 . 60 3 .46 2 . 96 1 . 79 0 . 89 3 . 12 1 . 10 10 . 96 C 814 10 . 99 10 . 99 2 . 75 2 . 40 2 . 04 1 . 35 0 . 68 3 . 13 1 . 10 4 . 79 C 816 8 . 83 8 .41 2 . 21 1 . 82 1 . 50 1 . 08 0 . 54 3 . 14 1 . 10 2 . 44 C 712 9 . 95 9 . 95 2 . 84 2 . 82 2 . 52 1 . 38 0 . 69 2 . 73 1 . 02 10 . 96 C 714 7 . 60 7 . 60 2 . 17 1 . 93 1 . 72 1 . 05 0 . 52 2 . 74 1 . 02 5 . 55 C 716 6 . 11 6 . 09 1 . 75 1 . 50 1 . 35 0 . 83 0 . 42 2 . 75 1 . 02 2 . 83 SECTIONS ARE CHECKED FOR THE FOLLOWING CONDITIONS : A. SHEAR + BENDING 1 . S+B 1 - SHEAR + BENDING AT THE LEFT SUPPORT 2 . S+B 2 - SHEAR + BENDING AT THE LEFT LAP CUT-OFF 3 . S+B 3 - SHEAR + BENDING AT THE RIGHT LAP CUT-OFF 4 . S+B 4 - SHEAR + BENDING AT THE RIGHT SUPPORT B. BENDING 1 . BND 1 - BENDING AT THE LEFT SUPPORT 2 . BND 2 - BENDING AT THE LEFT LAP CUT-OFF 3 . BND 3 - BENDING AT THE MAXIMUM INTERIOR MOMENT 4 . BND 4 - BENDING AT THE RIGHT LAP CUT-OFF 5 . BND 5 - BENDING AT THE RIGHT SUPPORT C. SHEAR 1 . SHR 1 - SHEAR AT THE LEFT SUPPORT 2 . SHR 2 - SHEAR AT THE LEFT LAP CUT-OFF 3 . SHR 3 - SHEAR AT THE RIGHT LAP CUT-OFF 4 . SHR 4 - SHEAR AT THE RIGHT SUPPORT D. BEARING 1 . BRG L - BEARING AT THE LEFT SUPPORT 2 . BRG R - BEARING AT THE RIGHT SUPPORT E . DEFLECTION - DEF - MAXIMUM DEFLECTION IN THE SPAN. CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. G - 100 BUILDING A SIDEWALL (A) GIRTS JOB NO. CO77947 GIRT DESIGN CH DATE 20-NOV-03 - - - - - -- - - -- - - - - - - - - - - - - - - -- ---- - - - - -- - - - - - - -- -- - - -- - - - - - - - - -- - - - - - - - -- - - - - - -- - - - WIND LOAD (SUCTION) WIND LOAD = 18 . 53 PSF X 1 . 30 (SUCTION) / AT 4 . 0 ' END ZONES THE COEF = 1 . 30 BAY BAY UNIFORM SECT. UNIT MOMT LOC LEFT END MAXIMUM NO . LENGTH LOAD SIZE DEFLECT MOMENT FROM LT. REACTION UNITY (FT) (FT) (IN) (KFT) (FT) (KIPS) - - --- ---- -- - -- - - - - - --- -- - - - ----- -- - -- - - - - - EXT 1 . 17 -0 . 07080 816 0 . 000 1 18 . 83 -0 . 07080 816 -0 . 800 -3 . 12 9 .45 -0 . 75 0 . 998 BND 3 2 20 . 00 -0 . 07080 814 -0 . 786 -3 . 54 10 . 00 -1 . 37 0 . 862 BND 3 3 20 . 00 -0 . 07080 814 -0 . 786 -3 . 54 10 . 00 -1 . 42 0 . 862 BND 3 4 20 . 00 -0 . 07080 814 -0 . 786 -3 . 54 10 . 00 -1 . 42 0 . 862 BND 3 5 20 . 00 -0 . 07080 814 -0 . 786 -3 . 54 10 . 00 -1 .42 0 . 862 BND 3 6 20 . 00 -0 . 07080 814 -0 . 786 -3 . 54 10 . 00 -1 . 42 0 . 862 BND 3 7 20 . 00 -0 . 07080 814 -0 . 786 -3 . 54 10 . 00 -1 . 42 0 . 862 BND 3 8 20 . 00 -0 . 07080 814 -0 . 786 -3 . 54 10 . 00 -1 . 42 0 . 862 BND 3 9 20 . 00 -0 . 07080 814 -0 . 786 -3 . 54 10 . 00 -1 . 42 0 . 862 BND 3 10 20 . 00 -0 . 07080 814 -0 . 786 -3 . 54 10 . 00 -1 .42 0 . 862 BND 3 11 20 . 00 -0 . 07080 814 -0 . 786 -3 . 54 10 . 00 -1 . 42 0 . 862 BND 3 12 20 . 00 -0 . 07080 814 -0 . 786 -3 . 54 10 . 00 -1 . 42 0 . 862 BND 3 13 20 . 00 -0 . 07080 814 -0 . 786 -3 . 54 10 . 00 -1 . 42 0 . 862 BND 3 14 17 . 83 -0 . 07080 812 -0 . 366 -2 . 73 8 . 79 -1 . 33 0 .461 BND 3 EXT 2 . 17 -0 . 07080 812 0 . 000 -0 . 79 THE MAXIMUM UNITY CHECK IS 0 . 998 IN BAY 1 WIND LOAD (PRESSURE) WIND LOAD = 18 . 53 PSF X 0 . 90 (PRESSURE) / AT 4 . 0 ' END ZONES THE COEF = 0 . 90 BAY BAY UNIFORM SECT. UNIT MOMT LOC LEFT END MAXIMUM NO. LENGTH LOAD SIZE DEFLECT MOMENT FROM LT. REACTION UNITY (FT) (FT) (IN) (KFT) (FT) (KIPS) EXT 1 . 17 0 . 04902 816 0 . 000 1 18 . 83 0 . 04902 816 0 . 554 2 . 16 9 .45 0 . 52 0 . 588 DEF 2 20 . 00 0 . 04902 814 0 . 544 2 .45 10 . 00 0 . 95 0 . 544 DEF 3 20 . 00 0 . 04902 814 0 . 544 2 .45 10 . 00 0 . 98 0 . 544 DEF 4 20 . 00 0 . 04902 814 0 . 544 2 .45 10 . 00 0 . 98 0 . 544 DEF 5 20 . 00 0 . 04902 814 0 . 544 2 .45 10 . 00 0 . 98 0 .544 DEF 6 20 . 00 0 . 04902 814 0 . 544 2 . 45 10 . 00 0 . 98 0 . 544 DEF 7 20 . 00 0 . 04902 814 0 . 544 2 .45 10 . 00 0 . 98 0 . 544 DEF 8 20 . 00 0 . 04902 814 0 . 544 2 . 45 10 . 00 0 . 98 0 . 544 DEF 9 20 . 00 0 . 04902 814 0 . 544 2 .45 10 . 00 0 . 98 0 .544 DEF 10 20 . 00 0 . 04902 814 0 . 544 2 .45 10 . 00 0 . 98 0 . 544 DEF 11 20 . 00 0 . 04902 814 0 . 544 2 .45 10 . 00 0 . 98 0 . 544 DEF 12 20 . 00 0 . 04902 814 0 . 544 2 .45 10 . 00 0 . 98 0 . 544 DEF 13 20 . 00 0 . 04902 814 0 . 544 2 .45 10 . 00 0 . 98 0 . 544 DEF 14 17 . 83 0 . 04902 812 0 . 253 1 . 89 8 . 79 0 . 92 0 .284 DEF EXT 2 . 17 0 . 04902 812 0 . 000 0 . 55 - - - - - - - - - - - - - - - - -- - - - - -- - - -- -- -- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - -- - - - - THE MAXIMUM UNITY CHECK IS 0 . 588 IN BAY 1 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. G - 101 BUILDING A SIDEWALL (A) GIRTS JOB NO. CO77947 GIRT DESIGN CH DATE 20-Nov-03 - - --- ------- ------------ -- ------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - -- -- - G I R T D E S I G N S U M M A R Y LOAD CONDITIONS --------------- WIND LOAD (SUCTION) WIND LOAD (PRESSURE) LOADS WIND LOAD = 18 . 53 PSF BAY NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 BAY SPACES 18 . 8 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 17 . 8 GIRT SIZE 816 814 814 814 814 814 814 814 814 814 814 814 814 812 GIRT SPACE 3 . 92 3 . 92 3 . 92 3 . 92 3 . 92 3 . 92 3 . 92 3 . 92 3 . 92 3 . 92 3 . 92 3 . 92 3 . 92 3 . 92 SAG ANGLES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SIMPLE SPAN LAPS --------- - ------------------------------------------ - - - - - - - - - - ----- - - -- - - - - - - - - - THE MAXIMUM UNITY CHECK IS 0 . 998 IN BAY 1 TOTAL WEIGHT =1077 . 32 LBS CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. G - 102 BUILDING A ENDWALL (B) GIRTS JOB NO. C077947 GIRT DESIGN CH DATE 19-NOV-03 ********* INPUT ECHO ******** CALCULATIONS BASED ON 1996 AISI SPECIFICATION SECTION TYPE IS C BRIEF REPORT DO NOT INCREASE DEPTHS WIND LOAD = 18 . 53200 SUCTION = 1 . 300000 PRESSURE = 0 . 9000000 UNITY = 1 . 030000 ALLOW = 1 . 333333 DEFLC = L/ 240 . 0000 (10 YEAR MAP DEFLECTION) BEARING= 5 . 000000 5 . 000000 5 . 000000 END ZONE= 4 . 000000 SUCT= 1 .300000 PRES= 0 . 9000000 PANEL TYPE=TFP INSET/OUTSET/BYPASS GIRTS=O BAY NO. 1 2 BAY LENGTH 2O . 00 20 . 00 SPACING 2 .25 2 . 25 SIZES 816 816 T SAG ANG 0 0 B SAG ANG 0 0 NUM GIRTS 1 1 SIMPLE SPAN LAPS FY = 55 . 00000 KSI Welded clips N CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. G - 103 BUILDING A ENDWALL (13) LIRTS JOB NO. C077947 GIRT DESIGN CH DATE 19-NOV-03 FLANGE LIP LIP CORNER SIZE AREA WEIGHT DEPTH WIDTH THICKNESS LENGTH ANGLE RADIUS h -------------------------------- - - - - - - --------------- -------- - ---------------- C1012 1 . 780 6 . 05 10 . 00 3 . 50 0 . 099 0 . 94 90 . 0 . 250 9 . 30 C1014 1 . 347 4 . 58 10 . 00 3 . 50 0 . 075 0 . 87 90 . 0 . 250 9 . 35 C 812 1 . 483 5 . 04 8 . 00 3 . 00 0 . 099 0 . 94 90 . 0 . 250 7 . 30 C 814 1 . 122 3 . 81 8 . 00 3 . 00 0 . 075 0 . 87 90 . 0 . 250 7 . 35 C 816 0 . 896 3 . 05 8 . 00 3 . 00 0 . 060 0 . 83 90 . 0 . 250 7 . 38 C 712 1 . 334 4 . 54 7 . 00 2 . 75 0 . 099 0 . 94 90 . 0 . 250 6 . 30 C 714 1 . 009 3 .43 7 . 00 2 . 75 0 . 075 0 . 87 90 . 0 .250 6 . 35 C 716 0 . 806 2 . 74 7 . 00 2 . 75 0 . 060 0 . 83 90 . 0 . 250 6 . 38 Ix Sxe SIZE Ix (def) Sf Sxe (holes) Iy Iyc rx ry Va ----- --------------------------------- - - - - - - - ----- ---- - ---------------------- C1012 26 . 85 26 . 85 5 . 37 4 . 64 3 . 93 2 . 80 1 .40 3 . 88 1 . 25 8 . 71 C1014 20 . 43 19 .45 4 . 09 3 . 32 2 . 67 2 . 11 1 . 05 3 . 89 1 .25 3 . 77 C 812 14 . 41 14 .41 3 . 60 3 .46 2 . 96 1 . 79 0 . 89 3 . 12 1 . 10 10 . 96 C 814 10 . 99 10 . 99 2 . 75 2 .40 2 . 04 1 . 35 0 . 68 3 . 13 1 . 10 4 . 79 C 816 8 . 83 8 .41 2 . 21 1 . 82 1 . 50 1 . 08 0 . 54 3 . 14 1 . 10 2 .44 C 712 9 . 95 9 . 95 2 . 84 2 . 82 2 . 52 1 . 38 0 . 69 2 . 73 1 . 02 10 . 96 C 714 7 . 60 7 . 60 2 . 17 1 . 93 1 . 72 1 . 05 0 . 52 2 . 74 1 . 02 5 . 55 C 716 6 . 21 6 . 09 1 . 75 1 . 50 1 . 35 0 . 83 0 .42 2 . 75 1 . 02 2 . 83 SECTIONS ARE CHECKED FOR THE FOLLOWING CONDITIONS : A. SHEAR + BENDING 1 . S+B 1 - SHEAR + BENDING AT THE LEFT SUPPORT 2 . S+B 2 - SHEAR + BENDING AT THE LEFT LAP CUT-OFF 3 . S+B 3 - SHEAR + BENDING AT THE RIGHT LAP CUT-OFF 4 . S+B 4 - SHEAR + BENDING AT THE RIGHT SUPPORT B. BENDING 1 . BND 1 - BENDING AT THE LEFT SUPPORT 2 . BND 2 - BENDTNG AT THE LEFT LAP CUT-OFF 3 . BND 3 - BENDING AT THE MAXIMUM INTERIOR MOMENT 4 . BND 4 - BENDING AT THE RIGHT LAP CUT-OFF 5 . BND 5 - BENDING AT THE RIGHT SUPPORT C. SHEAR 1 . SHR 1 - SHEAR AT THE LEFT SUPPORT 2 . SHR 2 - SHEAR AT THE LEFT LAP CUT-OFF 3 . SHR 3 - SHEAR AT THE RIGHT LAP CUT-OFF 4 . SHR 4 SHEAR AT THE RICHT SUPPORT D. BEARING 1 . BRG L - BEARING AT THE LEFT SUPPORT 2 . BRG R - BEARING AT THE RIGHT SUPPORT E. DEFLECTION - DEF - MAXIMUM DEFLECTION IN THE SPAN. CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. G - 104 BUILDING A ENDWALL (B) GIRTS JOB NO. C077947 CIRT DESIGN CH DATE 19-NOV-03 WIND LOAD (SUCTION) WIND LOAD = 18 . 53 PSF X 1 . 30 (SUCTION) / AT 4 . 0 ' END ZONES THE COEF = 1 . 30 -- - ---- -- - - - - - - -- - - --- - - - - -- -- -------------------- - --------- - - -- - - --- - - - - - - - - - - BAY BAY UNIFORM SECT. UNIT MOMT LOC LEFT END MAXIMUM NO. LENGTH LOAD SIZE DEFLECT MOMENT FROM LT. REACTION UNITY (FT) (FT) (IN) (KFT) (FT) (KIPS) 1 20 . 00 -0 . 04069 816 -0 . 590 -2 . 03 10 . 00 -0 . 41 0 . 652 BND 3 2 20 . 00 -0 . 04069 816 -0 . 590 -2 . 03 10 . 00 -0 . 81 0 . 652 BND 3 RIGHT REACTION = -0 . 41 THE MAXIMUM UNITY CHECK IS 0 . 652 IN BAY 1 WIND LOAD (PRESSURE) WIND LOAD = 18 . 53 PSF X 0 . 90 (PRESSURE) / AT 4 . 0 ' END ZONES THE COEF = 0 . 90 -- - - -- - - --- ------- - --- --- - ---- --- - - - - - - - - -- ----------------- --- -- -- - - - ---- - ---- BAY BAY UNIFORM SECT. UNIT MOMT LOC LEFT END MAXIMUM NO. LENGTH LOAD SIZE DEFLECT MOMENT FROM LT. REACTION UNITY (FT) (FT) (IN) (KFT) (FT) (KIPS) - - - - - - - - - - - - - -- - - -- - - - -- - - - ---- - ----- - ---- - - - - -- - - - ----- ---- - - - - - - - - ----------- --- 1 20 . 00 0 . 02817 816 0 .409 1 .41 10 . 00 0 .28 0 . 409 DEF 2 20 . 00 0 . 02817 816 0 .409 1 .41 10 . 00 0 . 56 0 .409 DEF RIGHT REACTION = 0 . 28 THE MAXIMUM UNITY CHECK IS 0 .409 IN BAY 1 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. G - 105 BUILDING A ENDWALL (B) GIRTS JOB NO. C077 947 GIRT DESIGN CH DATE 19-NOV-03 , ------------------------------------- - ------------- - - - - - - - ----------------- --- G I R T D E S I G N S U M M A R Y LOAD CONDITIONS -- -- -- ----- - -- - WIND LOAD (SUCTION) WIND LOAD (PRESSURE) LOADS WIND LOAD = 18 . 53 PSF BAY NO. 1 2 BAY SPACES 20 . 0 20 . 0 GIRT SIZE 816 816 GIRT SPACE 2 . 25 2 .25 SAG ANGLES 0 0 SIMPLE SPAN LAPS - - - - - - - - -- - - - - - - - - - - -- -- -- - - -- - - - - ---------- THE MAXIMUM UNITY CHECK IS 0 . 652 IN BAY 1 TOTAL WEIGHT = 121 . 86 LBS CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. G - 106 BUILDING A SIDEWALL (C) GIRTS JOB NO. C077947 GIRT DESIGN CH DATE 19-NOV-03 - - - - - - - - - - - - -- - -- - - - - - - - - - - - - - ********* INPUT ECHO ******** CALCULATIONS BASED ON 1996 AISI SPECIFICATION SECTION TYPE IS C BRIEF REPORT DO NOT INCREASE DEPTHS WIND LOAD = 18 . 53200 SUCTION = 1 . 300000 PRESSURE = 0 . 9000000 UNITY = 1 . 030000 ALLOW = 1 . 333333 DEFLC = L/ 240 . 0000 (10 YEAR MAP DEFLECTION) BEARING= 5 . 000000 5 . 000000 5 . 000000 END ZONE= 4 . 000000 SUCT= 1 . 300000 PRES= 0 . 9000000 PANEL TYPE=TFP INSET/OUTSET/BYPASS GIRTS=O BAY NO. 1 2 3 4 5 6 7 8 9 10 11 BAY LENGTH 18 . 83 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . SPACING 2 .25 2 .25 2 .25 2 . 25 2 .25 2 .25 2 .25 2 . 25 2 .25 2 . 25 2 .25 2 . SIZES 816 816 816 816 816 816 816 816 816 816 816 E T SAG ANG 0 0 0 0 0 0 0 0 0 0 0 B SAG ANG 0 0 0 0 0 0 0 0 0 0 0 NUM GIRTS 1 1 1 1 1 1 1 1 1 1 1 SIMPLE SPAN LAPS EXTENSIONS LEFT EXTENSION (FT) = 1 . 166667 RIGHT EXTENSION (FT) = 2 . 166667 EXTENSION SUCTION COEF. = 1 . 300000 EXTENSION PRESSURE COEF. = 0 . 9000000 FY = 55 . 00000 KSI Welded clips N CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. G - 107 BUILDING A SIDEWALL (C) GIRTS JOB NO. CO77947 GIRT DESIGN CH DATE 19-NOV--03 -- - -- - -- - -- - - - ---- - --------------------------------------------- -- ----- - - - - -- - FLANGE LIP LIP CORNER SIZE AREA WEIGHT DEPTH WIDTH THICKNESS LENGTH ANGLE RADIUS h ------- -- ---- - ------- --------------- --------------------------------------- --- C1012 1 . 780 6 . 05 10 . 00 3 . 50 0 . 099 0 . 94 90 . 0 . 250 9 . 30 C1014 1 . 347 4 . 58 10 . 00 3 . 50 0 . 075 0 . 87 90 . 0 . 250 9 . 35 C 812 1 .483 5 . 04 8 . 00 3 . 00 0 . 099 0 . 94 90 . 0 . 250 7 . 30 C 814 1 . 122 3 . 81 8 . 00 3 . 00 0 . 075 0 . 87 90 . 0 . 250 7 . 35 C 816 0 . 896 3 . 05 8 . 00 3 . 00 0 . 060 0 . 83 90 . 0 . 250 7 . 38 C 712 1 . 334 4 . 54 7 . 00 2 . 75 0 . 099 0 . 94 90 . 0 . 250 6 . 30 C 714 1 . 009 3 .43 7 . 00 2 . 75 0 . 075 0 . 87 90 . 0 . 250 6 . 35 C 716 0 . 806 2 . 74 7 . 00 2 . 75 0 . 060 0 . 83 90 . 0 . 250 6 . 38 Ix Sxe SIZE Ix (def) Sf Sxe (holes) Iy Iyc rx ry Va ---- ---------------------------------------- -- - - - ---------------------------- C1012 26 . 85 26 . 85 5 . 37 4 . 64 3 . 93 2 . 80 1 . 40 3 . 88 1 . 25 8 . 71 C1014 20 . 43 19 .45 4 . 09 3 . 32 2 . 67 2 . 11 1 . 05 3 . 89 1 . 25 3 . 77 C 812 14 .41 14 . 41 3 . 60 3 .46 2 . 96 1 . 79 0 . 89 3 . 12 1 . 10 10 . 96 C 814 10 . 99 10 . 99 2 . 75 2 . 40 2 . 04 1 . 35 0 . 68 3 . 13 1 . 10 4 . 79 C 816 8 . 83 8 .41 2 .21 1 . 82 1 . 50 1 . 08 0 . 54 3 . 14 1 . 10 2 . 44 C 712 9 . 95 9 . 95 2 . 84 2 . 82 2 . 52 1 . 38 0 . 69 2 . 73 1 . 02 10 . 96 C 714 7 . 60 7 . 60 2 . 17 1 . 93 1 . 72 1 . 05 0 . 52 2 . 74 1 . 02 5 . 55 C 716 6 . 11 6 . 09 1 . 75 1 . 50 1 . 35 0 . 83 0 .42 2 . 75 1 . 02 2 . 83 SECTIONS ARE CHECKED FOR THE FOLLOWING CONDITIONS : A. SHEAR + BENDING 1 . S+B 1 - SHEAR + BENDING AT THE LEFT SUPPORT 2 . S+B 2 - SHEAR + BENDING AT THE LEFT LAP CUT-OFF 3 . S+B 3 - SHEAR + BENDING AT THE RIGHT LAP CUT-OFF 4 . S+B 4 - SHEAR + BENDING AT THE RIGHT SUPPORT B. BENDING 1 . END 1 - BENDING AT THE LEFT SUPPORT 2 . END 2 - BENDING AT THE LEFT LAP CUT-OFF 3 . END 3 - BENDING AT THE MAXIMUM INTERIOR MOMENT 4 . END 4 - BENDING AT THE RIGHT LAP CUT-OFF 5 . END 5 - BENDING AT THE RIGHT SUPPORT C. SHEAR 1 . SHR 1 - SHEAR AT THE LEFT SUPPORT 2 . SHR 2 - SHEAR AT THE LEFT LAP CUT-OFF 3 . SHR 3 - SHEAR AT THE RIGHT LAP CUT-OFF 4 . SHR 4 - SHEAR AT THE RIGHT SUPPORT D. BEARING 1 . ERG L - BEARING AT THE LEFT SUPPORT 2 . ERG R - BEARING AT THE RIGHT SUPPORT E. DEFLECTION - DEF - MAXIMUM DEFLECTION IN THE SPAN. CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. G - 108 BUILDING A SIDEWALL (C) GIRTS JOB NO. C077947 GIRT DESIGN CH DATE 19-NOV-03 WIND LOAD (SUCTION) WIND LOAD = 18 . 53 PSF X 1 . 30 (SUCTION) / AT 4 . 0 ' END ZONES THE COEF = 1 . 30 - - - - - -- - - -- - - - - --- - - - - - - - - - - - -- -- - - - - --- - - - -------- - ------ -- - - - - -- - - - -- - - - - - - - -- - - BAY BAY UNIFORM SECT. UNIT MOMT LOC LEFT END MAXIMUM NO. LENGTH LOAD SIZE DEFLECT MOMENT FROM LT. REACTION UNITY (FT) (FT) (IN) (KFT) (FT) (KIPS) EXT 1 . 17 -0 . 04069 816 0 . 000 1 18 . 83 -0 . 04069 816 -0 . 460 -1 . 79 9 .45 -0 . 43 0 . 574 BND 3 2 20 . 00 -0 . 04069 816 -0 . 590 -2 . 03 10 . 00 -0 . 79 0 . 652 BND 3 3 20 . 00 -0 . 04069 816 -0 . 590 -2 . 03 10 . 00 -0 . 81 0 . 652 BND 3 4 20 . 00 -0 . 04069 816 -0 . 590 -2 . 03 10 . 00 -0 . 81 0 . 652 BND 3 5 20 . 00 -0 . 04069 816 -0 . 590 -2 . 03 10 . 00 -0 . 81 0 . 652 BND 3 6 20 . 00 -0 . 04069 816 -0 . 590 -2 . 03 10 . 00 -0 . 81 0 . 652 BND 3 7 20 . 00 -0 . 04069 816 -0 . 590 -2 . 03 10 . 00 -0 . 81 0 . 652 BND 3 8 20 . 00 -0 . 04069 816 -0 . 590 -2 . 03 10 . 00 -0 . 81 0 . 652 BND 3 9 20 . 00 -0 . 04069 816 -0 . 590 -2 . 03 10 . 00 -0 . 81 0 . 652 BND 3 10 20 . 00 -0 . 04069 816 -0 . 590 -2 . 03 10 . 00 -0 . 81 0 . 652 BND 3 11 20 . 00 -0 . 04069 816 -0 . 590 -2 . 03 10 . 00 -0 . 81 0 . 652 BND 3 12 20 . 00 -0 . 04069 816 -0 . 590 -2 . 03 10 . 00 -0 . 81 0 . 652 BND 3 13 20 . 00 -0 . 04069 816 -0 . 590 -2 . 03 10 . 00 -0 . 81 0 . 652 BND 3 14 17 . 83 -0 . 04069 816 -0 . 360 -1 . 57 8 . 79 -0 . 76 0 . 503 BND 3 EXT 2 . 17 -0 . 040G9 816 0 . 000 -0 . 46 THE MAXIMUM UNITY CHECK IS 0 . 652 IN BAY 2 WIND LOAD (PRESSURE) WIND LOAD = 18 . 53 PSF X 0 . 90 (PRESSURE) / AT 4 . 0 ' END ZONES THE COEF = 0 . 90 BAY BAY UNIFORM SECT. UNIT MOMT LOC LEFT END MAXIMUM NO. LENGTH LOAD SIZE DEFLECT MOMENT FROM LT. REACTION UNITY (FT) (FT) (IN) (KFT) (FT) (KIPS) EXT 1 . 17 0 . 02817 816 0 . 000 1 18 . 83 0 . 02817 816 0 . 318 1 .24 9 .45 0 . 30 0 .338 DEF 2 20 . 00 0 . 02817 816 0 . 409 1 .41 10 . 00 0 . 55 0 .409 DEF 3 20 . 00 0 . 02817 816 0 .409 1 .41 10 . 00 0 . 56 0 .409 DEF 4 20 . 00 0 . 02817 816 0 . 409 1 .41 10 . 00 0 . 56 0 .409 DEF 5 20 . 00 0 . 02817 816 0 .409 1 .41 10 . 00 0 . 56 0 .409 DEF 6 20 . 00 0 . 02817 816 0 .409 1 .41 10 . 00 0 . 56 0 .409 DEF 7 20 . 00 0 . 02817 816 0 .409 1 .41 10 . 00 0 . 56 0 .409 DEF 8 20 . 00 0 . 02817 816 0 .409 1 . 41 10 . 00 0 . 56 0 .409 DEF 9 20 . 00 0 . 02817 816 0 .409 1 .41 10 . 00 0 . 56 0 .409 DEF 10 20 . 00 0 . 02817 816 0 .409 1 .41 10 . 00 0 . 56 0 .409 DEF 11 20 . 00 0 . 02817 816 0 .409 1 . 41 10 . 00 0 . 56 0 .409 DEF 12 20 . 00 0 . 02817 816 0 .409 1 . 41 10 . 00 0 . 56 0 .409 DEF 13 20 . 00 0 . 02817 816 0 .409 1 . 41 10 . 00 0 . 56 0 .409 DEF 14 17 . 83 0 . 02817 816 0 .249 1 . 09 8 . 79 0 . 53 0 .279 DEF EXT 2 . 17 0 . 02817 816 0 . 000 0 .32 - - - - - - - - THE MAXIMUM UNITY CHECK IS 0 . 409 IN BAY 2 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. G - 1o9 BUILDING A SIDEWALL (C) GIRTS JOB NO. CO77947 (;TRT DRSTGN CH DATE 19-NOV-0:3 G I R T D E S I G N S U M M A R Y LOAD CONDITIONS WIND LOAD (SUCTION) WIND LOAD (PRESSURE) LOADS WIND LOAD = 18 . 53 PSF BAY NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 BAY SPACES 18 . 8 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 17 . 8 GIRT SIZE 816 816 816 816 816 816 816 816 816 816 816 816 816 816 GIRT SPACE 2 . 25 2 .25 2 . 25 2 .25 2 . 25 2 .25 2 .25 2 . 25 2 . 25 2 . 25 2 . 25 2 . 25 2 . 25 2 . 25 SAG ANGLES 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SIMPLE SPAN LAPS - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - THE MAXIMUM UNITY CHECK IS 0 . 652 IN BAY 2 TOTAL WEIGHT = 852 . 99 LBS CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 110 Building A Purlins JOB NO . C077947 PURLIN DESIGN CH DATE 20-NOV-03 ********* INPUT ECHO ******** CALCULATIONS BASED ON 1996 AISI SPECIFICATION SECTION TYPE IS Z BRIEF REPORT DO NOT INCREASE DEPTHS DEAD LOAD = 2 . 000000 COLLATERAL= 5 . 000000 LIVE LOAD = 20 . 00000 SNOW LOAD = 18 . 90000 MIN. SNOW = 27 . 00000 WIND LOAD = 18 . 53200 X 1 . 500000 UNITY = 1 . 030000 ALLOW = 1 .333333 DEFLC = L/ 240 . 0000 (LIVE OR SNOW LOAD DEFLECTION) DEFLC = L/ 240 . 0000 (TOTAL LOAD DEFLECTION) DEFLC = L/ 120 . 0000 (10 YEAR MAP DEFLECTION) BEARING= 5 . 000000 5 . 000000 5 . 000000 END ZONE= 4 . 000000 SUCT= 1 . 500000 PANEL TYPE=SSR BAY NO. 1 2 3 4 5 6 7 8 9 10 11 BAY LENGTH 18 . 83 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . SPACING 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . SIZES 816 816 816 816 816 816 816 816 316 816 81G 8 T SAG ANG 2 1 1 1 1 1 1 1 1 1 1 B SAG ANG 1 1 1 1 1 1 1 1 1 1 1 NUM PURLIN 7 LAP LEFT 0 . 00 3 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . LAP RIGHT 3 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . EXTENSIONS LEFT EXTENSION (FT) = 1 . 166667 RIGHT EXTENSION (FT) = 2 . 166667 LEFT EXT. DL (PSF) = 2 . 000000 RIGHT EXT. DL (PSF) = 2 . 000000 EXTENSION SUCTION COEF. = 1 .400000 FY = 55 . 00000 KSI Welded clips Y CHIEF INDUSTRIES INC . WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P Building A Purlins JOB NO. CO77947 PURLIN DESIGN CH DATE 20-NOV-03 FLANGE LIP LIP CORNER SIZE AREA WEIGHT DEPTH WIDTH THICKNESS LENGTH ANGLE RADIUS h Z1012 1 . 662 5 . 65 10 . 00 2 . 75 0 . 099 0 . 96 50 . 0 . 250 9 . 30 Z1014 1 . 261 4 . 29 10 . 00 2 . 75 0 . 075 0 . 91 50 . 0 .250 9 . 35 Z 812 1 . 419 4 . 82 8 . 00 2 . 50 0 . 099 0 . 96 50 . 0 . 250 7 . 30 Z 814 1 . 073 3 . 65 8 . 00 2 . 50 0 . 075 0 . 91 50 . 0 . 250 7 . 35 Z 816 0 . 858 2 . 92 8 . 00 2 . 50 0 . 060 0 . 87 50 . 0 . 250 7 . 38 Z 712 1 . 322 4 .49 6 . 75 2 . 75 0 . 099 0 . 85 50 . 0 . 250 6 . 05 Z 714 1 . 002 3 .41 6 . 75 2 . 75 0 . 075 0 . 81 50 . 0 . 250 6 . 10 Z 716 0 . 802 2 . 73 6 . 75 2 . 75 0 . 060 0 . 78 50 . 0 . 250 6 . 13 Ix Sxe SIZE Ix (def) Sf Sxe (holes) Iy Iyc rx ry Va ---------------------------------------------------------------- ------------- Z1012 24 . 18 24 . 18 4 . 84 4 . 74 3 . 74 2 . 89 1 . 44 3 . 81 1 . 32 8 . 71 Z1014 18 . 39 18 .39 3 . 68 3 . 27 2 . 68 2 . 15 1 . 07 3 . 82 1 . 30 3 . 77 Z 812 13 . 50 13 . 50 3 . 38 3 . 38 3 . 03 2 . 30 1 . 15 3 . 08 1 . 27 10 . 96 Z 814 10 . 28 10 .28 2 . 57 2 .40 2 . 09 1 . 71 0 . 86 3 . 10 1 . 26 4 . 79 Z 816 8 . 25 8 .25 2 . 06 1 . 83 1 . 54 1 . 35 0 . 68 3 . 10 1 . 26 2 . 44 Z 712 9 . 46 9 .46 2 . 80 2 . 66 2 . 36 2 . 84 1 .42 2 . 68 1 . 46 10 . 96 Z 714 7 . 23 7 . 23 2 . 14 1 . 84 1 . 63 2 . 12 1 . 06 2 . 69 1 . 45 5 . 77 Z 716 5 . 81 5 . 65 1 . 72 1 .42 1 .28 1 . 68 0 . 84 2 . 69 1 . 45 2 . 94 SECTIONS ARE CHECKED FOR THE FOLLOWING CONDITIONS: A. SHEAR + BENDING 1 . S+B 1 - SHEAR + BENDING AT THE LEFT SUPPORT 2 . S+B 2 - SHEAR + BENDING AT THE LEFT LAP CUT-OFF 3 . S+B 3 - SHEAR + BENDING AT THE RIGHT LAP CUT-OFF 4 . S+B 4 - SHEAR + BENDING AT THE RIGHT SUPPORT B . BENDING 1 . BND 1 - BENDING AT THE LEFT SUPPORT 2 . BND 2 - BENDING AT THE LEFT LAP CUT-OFF 3 . BND 3 - BENDING AT THE MAXIMUM INTERIOR MOMENT 4 . BND 4 - BENDING AT THE RIGHT LAP CUT-OFF 5 . BND 5 - BENDING AT THE RIGHT SUPPORT C. SHEAR 1 . SHR 1 - SHEAR AT THE LEFT SUPPORT 2 . SHR 2 - SHEAR AT THE LEFT LAP CUT-OFF 3 . SHR 3 - SHEAR AT THE RIGHT LAP CUT-OFF d . SHR 4 - SHEAR AT THE RIGHT SUPPORT D. BEARING 1 . BRG L - BEARING AT THE LEFT SUPPORT 2 . BRG R - BEARING AT THE RIGHT SUPPORT E. DEFLECTION - DEF - MAXIMUM DEFLECTION IN THE SPAN. CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 112 Building A Purlins JOB NO. C077947 PURLIN DESIGN CH DATE 20-NOV-03 DEAD LOAD + SNOW LOAD SNOW LOAD = 27 . 00 PSF DEAD LOAD = 7 . 00 PSF (INCLUDING COLLATERAL LOAD) BAY BAY UNIFORM SECT. UNIT MOMT LOC LEFT END MAXIMUM NO. LENGTH LOAD SIZE DEFLECT MOMENT FROM LT. REACTION UNITY (FT) (FT) (IN) (KFT) (FT) (KIPS) EXT 1 . 17 0 . 14792 816 0 . 000 1 18 . 83 0 . 17292 816 0 . 647 4 .20 7 . 05 1 . 39 0 . 921 BND 2 2 20 . 00 0 . 17292 816 0 . 159 1 . 90 10 . 59 3 . 87 0 . 776 BND 1 3 20 . 00 0 . 17292 816 0 . 338 2 . 58 9 . 83 3 . 33 0 . 737 S+B 3 4 20 . 00 0 . 17292 816 0 . 281 2 . 37 10 . 05 3 . 50 0 . 739 BND 2 5 20 . 00 0 . 17292 816 0 . 298 2 .44 9 . 98 3 .45 0 . 716 BND 4 6 20 . 00 0 . 17292 816 0 .293 2 .42 10 . 00 3 .46 0 . 716 BND 2 7 20 . 00 0 . 17292 816 0 . 294 2 .42 10 . 00 3 .46 0 . 714 BND 4 8 20 . 00 0 . 17292 816 0 . 294 2 . 42 10 . 00 3 .46 0 . 714 BND 2 9 20 . 00 0 . 17292 816 0 .293 2 .42 10 . 00 3 .46 0 . 715 BND 4 10 20 . 00 0 . 17292 816 0 . 296 2 . 43 10 . 01 3 .46 0 . 715 BND 2 11 20 . 00 0 . 17292 816 0 . 288 2 .40 9 . 97 3 .45 0 . 726 BND 4 12 20 . 00 0 . 17292 816 0 . 315 2 . 50 10 . 08 3 .48 0 . 724 BND 2 13 20 . 00 0 . 17292 816 0 . 227 2 . 17 9 . 73 3 .40 0 . 895 S+B 3 14 17 . 83 0 . 17292 816 0 . 489 3 . 62 11 . 06 3 . 69 0 . 886 S+13 2 EXT 2 . 17 0 . 14792 816 0 . 001 1 .49 THE MAXIMUM UNITY CHECK IS 0 . 921 IN BAY 1 DEAD LOAD + WIND LOAD (SUCTION) WIND LOAD = 18 . 53 PSF X 1 . 50 (SUCTION) / AT 4 . 0 ' END ZONES THE COEF = 1 .50 DEAD LOAD = 2 . 00 PSF BAY BAY UNIFORM SECT. UNIT MOMT LOC LEFT END MAXIMUM NO. LENGTH LOAD SIZE DEFLECT MOMENT FROM LT. REACTION UNITY (FT) (FT) (IN) (KFT) (FT) (KIPS) EXT 1 . 17 -0 . 09455 816 0 . 000 1 18 . 83 -0 . 09455 816 -0 .499 -2 .29 7 . 06 -0 . 78 0 . 729 BND 3 2 20 . 00 -0 . 09455 816 -0 . 123 -1 . 04 10 . 58 -2 . 11 0 .424 BND 1 3 20 . 00 -0 . 09455 816 -0 . 261 -1 .41 9 . 83 -1 . 82 0 . 401 BND 4 4 20 . 00 -0 . 09455 816 -0 . 217 -1 .30 10 . 05 -1 . 91 0 . 404 BND 2 5 20 . 00 -0 . 09455 816 -0 . 230 -1 -33 9 . 98 -1 . 88 0 . 392 BND 4 6 20 . 00 -0 . 09455 816 -0 .226 -1 . 32 10 . 00 -1 . 89 0 . 392 BND 2 7 20 . 00 -0 . 09455 816 -0 . 227 -1 . 32 10 . 00 -1 . 89 0 . 391 BND 4 8 20 . 00 -0 . 09455 816 -0 .227 -1 . 32 10 . 00 -1 . 89 0 . 391 BND 2 9 20 . 00 -0 . 09455 816 -0 .227 -1 . 32 10 . 00 -1 . 89 0 . 391 BND 4 10 20 . 00 -0 . 09455 816 -0 .228 -1 . 33 10 . 01 -1 . 89 0 . 391 BND 2 11 20 . 00 -0 . 09455 816 -0 . 222 -1 . 31 9 . 97 -1 . 89 0 . 397 BND 4 12 20 . 00 -0 . 09455 816 -0 . 243 -1 . 36 10 . 08 -1 . 90 0 . 396 BND 2 13 20 . 00 -0 . 09455 816 -0 . 176 -1 . 19 9 . 73 -1 . 86 0 .463 BND 4 14 17 . 83 -0 . 09455 816 -0 . 374 -1 . 96 11 . 03 -2 . 01 0 . 571 BND 3 EXT 2 . 17 -0 . 09455 816 -0 . 001 -0 . 85 - --- - - - - - - - - - - - - - - - - - - - -- - - - - - ----- ---------- - - - - - - - - - - - - - - - - - - - - - - - THE MAXIMUM UNITY CHECK IS 0 . 729 IN BAY 1 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 113 Building A Purlins JOB NO. C077947 PURLIN DESIGN CH DATE 20-NOV-03 P U R L I N D E S I G N S U M M A R Y -------------- - ------------------------------- - -- --------- -- -- - - - -- -- - - - - - - - - - -- -- - - LOAD CONDITIONS - --- -- - - - -- - -- - - DEAD LOAD + MINIMUM SNOW LOAD DEAD LOAD + WIND LOAD (SUCTION) LOADS DEAD LOAD = 2 . 00 PSF COLL LOAD = 5 . 00 PSF MIN. SNOW = 27 . 00 PSF WIND LOAD = 18 . 53 PSF SNOW LOAD = 18 . 90 PSF - - - - -- - - -- -- ------------------- ---------- ---- - -- - -- -- -- - -- - --- - - - - ---- - - - - - - - - - - - BAY NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 BAY SPACES 18 . 8 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 17 . 8 PURLIN SIZE 816 816 816 816 816 816 816 816 816 816 816 816 816 816 PUR SPACE 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 TOP ANGLES 2 1 1 1 1 1 1 1 1 1 1 1 1 2 BOT ANGLES 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LAP LENGTHS 3 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 ------------- - --- - - --- - - ---- - - --- - - -- - - - - -- -- - - - - - - - - - THE MAXIMUM UNITY CHECK IS 0 . 921 IN BAY 1 TOTAL WEIGHT = 974 .23 LBS CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 114 Building A Purlins JOB NO. C077 947 PURLIN DESIGN CH DATE 20-NOV-03 P U R L I N R E S T R A I N T F O R C E S NUMBER OF PURLIN ROWS Np = 7 ROOF SLOPE = 0 . 5/12 BAY NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 BAY SPACES 18 . 8 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 17 . 8 PURLIN SIZE 816 816 816 816 816 816 816 816 816 816 816 816 816 816 ROLL FORCES AT THE SUPPORTS : 1 . 7 2 . 1 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 1 . 7 NUMBER OF ANTI-ROLL CLIPS REQUIRED: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TOP ANGLES 2 1 1 1 1 1 1 1 1 1 1 1 1 2 SAG FORCES 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 0 . 9 POSITIVE FORCES ARE TO RESIST UPHILL ROLL CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 115 Bldy A purlins with axial and uplift from kicker JOB NO. C077947 PURLIN DESIGN CH DATE 20-NOV-03 . ----------------- - - - - - - - ------------------------------------ - - -- - - - - - - - - - ------ ********* INPUT ECHO ******** CALCULATIONS BASED ON 1996 AISI SPECIFICATION SECTION TYPE IS Z BRIEF REPORT DO NOT INCREASE DEPTHS DEAD LOAD = 2 . 000000 COLLATERAL= 5 . 000000 LIVE LOAD = 20 . 00000 SNOW LOAD = 18 . 90000 MIN. SNOW = 27 . 00000 WIND LOAD = 18 . 53200 X 1 . 500000 POINT LOAD 1 UNITY = 1 . 030000 ALLOW = 1 . 333333 DEFLC = L/ 240 . 0000 (LIVE OR SNOW LOAD DEFLECTION) DEFLC = L/ 240 . 0000 (TOTAL LOAD DEFLECTION) DEFLC = L/ 120 . 0000 (10 YEAR MAP DEFLECTION) BEARING= 5 . 000000 5 . 000000 5 . 000000 END ZONE= 4 . 000000 SUCT= 1 . 500000 PANEL TYPE=SSR BAY NO. 1 2 3 4 5 6 7 8 9 10 11 BAY LENGTH 18 . 83 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . SPACING 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . SIZES 812 816 816 81.6 816 816 816 816 816 816 81G 8 T SAG ANG 2 . 1 1 1 1 1 1 1 1 1 1 B SAG ANG 1 1 1 1 1 1 1 1 1 1 1 NUM PURLIN 1 LAP LEFT 0 . 00 3 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . LAP RIGHT 3 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . EXTENSIONS LEFT EXTENSION (FT) = 1 . 166667 RIGHT EXTENSION (FT) = 2 . 166667 LEFT EXT. DL (PSF) = 2 . 000000 RIGHT EXT. DL (PSF) = 2 . 000000 EXTENSION SUCTION COEF. = 1 .400000 FY = 55 . 00000 KSI Welded clips Y CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 116 Bldg A purlins with axial and uplift from kicker JOB NO. C077947 PURLIN DESIGN CH DATE 20-NOV-03 FLANGE LIP LIP CORNER SIZE AREA WEIGHT DEPTH WIDTH THICKNESS LENGTH ANGLE RADIUS h Z1012 1 . 662 5 . 65 10 . 00 2 . 75 0 . 099 0 . 96 50 . 0 . 250 9 . 30 Z1014 1 . 261 4 . 29 10 . 00 2 . 75 0 . 075 0 . 91 50 . 0 . 250 9 . 35 Z 812 1 . 419 4 . 82 8 . 00 2 . 50 0 . 099 0 . 96 50 . 0 . 250 7 . 30 Z 814 1 . 073 3 . 65 8 . 00 2 . 50 0 . 075 0 . 91 50 . 0 . 250 7 . 35 Z 816 0 . 858 2 . 92 8 . 00 2 . 50 0 . 060 0 . 87 50 . 0 . 250 7 .38 Z 712 1 . 322 4 .49 6 . 75 2 . 75 0 . 099 0 . 85 50 . 0 . 250 6 . 05 Z 714 1 . 002 3 .41 6 . 75 2 . 75 0 . 075 0 . 81 50 . 0 . 250 6 . 10 Z 716 0 . 802 2 . 73 6 . 75 2 . 75 0 . 060 0 . 78 50 . 0 . 250 6 . 13 Ix Sxe SIZE Ix (def) Sf Sxe (holes) Iy Iyc rx ry Va Z1012 24 . 18 24 . 18 4 . 84 4 . 74 3 . 74 2 . 89 1 .44 3 . 81 1 . 32 8 . 71 Z1014 18 . 39 18 . 39 3 . 68 3 . 27 2 . 68 2 . 15 1 . 07 3 . 82 1 . 30 3 . 77 Z 812 13 . 50 13 . 50 3 . 38 3 . 38 3 . 03 2 . 30 1 . 15 3 . 08 1 . 27 10 . 96 Z 814 10 . 28 10 .28 2 . 57 2 .40 2 . 09 1 . 71 0 . 86 3 . 10 1 .26 4 . 79 Z 816 8 . 25 8 . 25 2 . 06 1 . 83 1 . 54 1 . 35 0 . 68 3 . 10 1 . 26 2 . 44 Z 712 9 .46 9 .46 2 . 80 2 . 66 2 . 36 2 . 84 1 .42 2 . 68 1 .46 10 . 96 Z 714 7 . 23 7 .23 2 . 14 1 . 84 1 . 63 2 . 12 1 . 06 2 . 69 1 .45 5 . 77 Z 716 5 . 81 5 . 65 1 . 72 1 . 42 1 . 28 1 . 68 0 . 84 2 . 69 1 . 45 2 . 94 SECTIONS ARE CHECKED FOR THE FOLLOWING CONDITIONS: A. SHEAR + BENDING 1 . S+B 1 - SHEAR + BENDING AT THE LEFT SUPPORT 2 . S+B 2 - SHEAR + BENDING AT THE LEFT LAP CUT-OFF 3 . S+B 3 - SHEAR + BENDING AT THE RIGHT LAP CUT-OFF 4 . S+B 4 - SHEAR + BENDING AT THE RIGHT SUPPORT B. BENDING 1 . BND 1 - BENDING AT THE LEFT SUPPORT 2 . BND 2 - BENDING AT THE LEFT LAP CUT-OFF 3 . BND 3 - BENDING AT THE MAXIMUM INTERIOR MOMENT 4 . BND 4 - BENDING AT THE RIGHT LAP CUT-OFF 5 . BND 5 - BENDING AT THE RIGHT SUPPORT C. SHEAR 1 . SHR 1 - SHEAR AT THE LEFT SUPPORT 2 . SHR 2 - SHEAR AT THE LEFT LAP CUT-OFF 3 . SHR 3 - SHEAR AT THE RIGHT LAP CUT-OFF 4 . SHR 4 - SHEAR AT THE RIGHT SUPPORT D. BEARING 1 . BRG L - BEARING AT THE LEFT SUPPORT 2 . BRG R - BEARING AT THE RIGHT SUPPORT E. DEFLECTION - DEF - MAXIMUM DEFLECTION IN THE SPAN. CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 117 Bldg A purlins with axial and uplift from kicker JOB NO. C077947 PURLIN DESIGN CH DATE 20-NOV-03 - DEAD TOAD + SNOW LOAD SNOW LOAD = 27 . 00 PSF DEAD LOAD = 7 . 00 PSF (INCLUDING COLLATERAL LOAD) BAY BAY UNIFORM SECT. UNIT MOMT LOC LEFT END MAXIMUM NO. LENGTH LOAD SIZE DEFLECT MOMENT FROM LT. REACTION UNITY (FT) (FT) (IN) (KFT) (FT) (KIPS) -------- --- - - ------------ - - - - -------- --- --------- ---------------------------- - - - EXT 1 . 17 0 . 14982 812 0 . 000 1 18 . 83 0 . 17482 812 0 .410 4 . 34 7 . 13 1 .42 0 . 563 DEF 2 20 . 00 0 . 17292 816 0 . 179 1 . 94 10 . 52 3 . 86 0 . 675 BND 2 3 20 . 00 0 . 17292 816 0 . 332 2 . 56 9 . 85 3 . 34 0 . 733 S+B 3 4 20 . 00 0 . 17292 816 0 . 282 2 . 38 10 . 05 3 . 49 0 . 735 BND 2 5 20 . 00 0 . 17292 816 0 . 297 2 .43 9 . 99 3 .45 0 . 716 BND 4 6 20 . 00 0 . 17292 816 0 . 293 2 .42 10 . 00 3 .46 0 . 716 BND 2 7 20 . 00 0 . 17292 816 0 . 294 2 .42 10 . 00 3 .46 0 . 714 BND 4 8 20 . 00 0 . 17292 816 0 .294 2 .42 10 . 00 3 .46 0 . 714 BND 2 9 20 . 00 0 . 17292 816 0 . 293 2 .42 10 . 00 3 .46 0 . 71 .5 BND 4 10 20 . 00 0 . 17292 816 0 . 296 2 .43 10 . 01 3 .46 0 . 715 BND 2 11 20 . 00 0 . 17292 816 0 . 288 2 .40 9 . 97 3 .45 0 . 726 BND 4 12 20 . 00 0 . 17292 816 0 .315 2 . 50 10 . 08 3 .48 0 . 724 BND 2 13 20 . 00 0 . 17292 816 0 . 227 2 . 17 9 . 73 3 .40 0 . 895 S+13 3 14 17 . 83 0 . 17292 816 0 .489 3 . 62 11 . 06 3 . 69 0 . 886 S+13 2 EXT 2 . 17 0 . 14792 816 0 . 001 1 .49 ---- --------- -------- ----------------- ------------------------------------------ THE MAXIMUM UNITY CHECK IS 0 . 895 IN BAY 13 DEAD LOAD + WIND LOAD (SUCTION) WIND LOAD = 18 . 53 PSF X 1 . 50 (SUCTION) / AT 4 . 0 ' END ZONES THE COEF = 1 . 50 DEAD LOAD = 2 . 00 PSF POINT LOAD = -0 . 790 KIPS AT 5 . 00 ' FROM LEFT SUPPORT BAY BAY UNIFORM SECT. UNIT MOMT LOC LEFT END MAXIMUM NO. LENGTH LOAD SIZE DEFLECT MOMENT FROM LT. REACTION UNITY (FT) (FT) (IN) (KFT) (FT) (KIPS) EXT 1 . 17 -0 . 09312 812 0 . 000 1 18 . 83 -0 . 09312 812 -0 . 616 -5 . 12 5 .20 -1 .36 0 . 850 BND 3 2 20 . 00 -0 . 09455 816 0 . 078 -0 . 77 11 .21 -2 .45 0 . 565 BND 2 3 20 . 00 -0 . 09455 816 -0 .293 -1 . 50 9 . 64 -1 . 74 0 . 413 BND 4 4 20 . 00 -0 . 09455 816 -0 .207 -1 .27 10 . 11 -1 . 94 0 .418 BND 2 5 20 . 00 -0 . 09455 816 -0 . 233 -1 .34 9 . 97 -1 . 88 0 . 393 BND 4 6 20 . 00 -0 . 09455 816 -0 .225 -1 . 32 10 . 01 -1 . 90 0 . 393 BND 2 7 20 . 00 -0 . 09455 816 -0 .228 -1 .33 10 . 00 -1 . 89 0 . 391 BND 4 8 20 . 00 -0 . 09455 816 -0 . 227 -1 . 32 10 . 00 -1 . 89 0 . 391 BND 2 9 20 . 00 -0 . 09455 816 -0 .227 -1 . 32 10 . 00 -1 . 89 0 . 391 BND 4 10 20 . 00 -0 . 09455 816 -0 . 228 -1 . 33 10 . 01 -1 . 89 0 . 391 BND 2 11 20 . 00 -0 . 09455 816 -0 .222 -1 .31 9 . 97 -1 . 89 0 . 397 BND 4 12 20 . 00 -0 . 09455 816 -0 . 243 -1 . 36 10 . 08 -1 . 90 0 . 396 BND 2 13 20 . 00 -0 . 09455 816 -0 . 176 -1 . 19 9 . 73 -1 . 86 0 .463 BND 4 14 17 . 83 -0 . 09455 816 -0 . 374 -1 . 96 11 . 03 -2 . 01 0 . 571 BND 3 EXT 2 . 17 -0 . 09455 816. -0 . 001 -0 . 85 ------------- ----------- - - - - -- ------ --------------------- -- --------------------- THE MAXIMUM UNITY CHECK IS 0 . 850 IN BAY 1 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 118 Bldg A purlins with axial and uplift from kicker JOB NO. C077947 PURLIN DESIGN CH DATE 20-NOV-03 - - - - - - - - - -- - - - - - - - - - - - - ------ -- -- - - - - - -- - - - - -- - - DEAD LOAD + SNOW LOAD + POINT LOADS SNOW LOAD = 27 . 00 PSF DEAD LOAD = 7 . 00 PSF (INCLUDING COLLATERAL LOAD) POINT LOAD 1 = -0 . 790 KIPS AT 5 . 00 ' FROM LEFT SUPPORT BAY BAY UNIFORM SECT. UNIT MOMT LOC LEFT END MAXIMUM NO. LENGTH LOAD SIZE DEFLECT MOMENT FROM LT. REACTION UNITY (FT) (FT) (IN) (KFT) (FT) (KIPS) -- - - - - - - - -- - - - - - -- - -- - - -- - -- - - - - - - - - - - - - - - - EXT 1 . 17 0 . 14982 812 0 . 000 1 18 . 83 0 . 17482 812 0 . 410 4 . 34 7 . 13 1 .42 0 . 563 DEF 2 20 . 00 0 . 17292 816 0 . 179 1 . 94 10 . 52 3 . 86 0 . 675 BND 2 3 20 . 00 0 . 17292 816 0 . 332 2 . 56 9 . 85 3 . 34 0 . 733 S+13 3 4 20 . 00 0 . 17292 816 0 .282 2 .38 10 . 05 3 .49 0 . 735 BND 2 5 20 . 00 0 . 17292 816 0 .297 2 .43 9 . 99 3 .45 0 . 716 BND 4 6 20 . 00 0 . 17292 816 0 . 293 2 .42 10 . 00 3 .46 0 . 716 BND 2 7 20 . 00 0 . 17292 816 0 . 294 2 .42 10 . 00 3 . 46 0 . 714 BND 4 8 20 . 00 0 . 17292 816 0 .294 2 .42 10 . 00 3 .46 0 . 714 BND 2 9 20 . 00 0 . 17292 816 0 .293 2 .42 10 . 00 3 .46 0 . 715 BND 4 10 20 . 00 0 . 17292 816 0 .296 2 .43 10 . 01 3 . 46 0 . 715 BND 2 11 20 . 00 0 . 17292 816 0 . 288 2 . 40 9 . 97 3 .45 0 . 726 BND 4 12 20 . 00 0 . 17292 816 0 . 315 2 . 50 10 . 08 3 . 48 0 . 724 BND 2 13 20 . 00 0 . 17292 816 0 .227 2 . 17 9 . 73 3 .40 0 . 895 S+B 3 14 17 . 83 0 . 17292 816 0 .489 3 . 62 11 . 06 3 . 69 0 . 886 S+B 2 EXT 2 . 17 0 . 14792 816 0 . 001 1 . 49 THE MAXIMUM UNITY CHECK IS 0 . 895 IN BAY 13 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 119 Bldg A purlins with axial and uplift from kicker JOB NO. CO77947 PURLIN DESIGN CH DATE 20-NOV-03 ' ----------------- -------- ---- - - ---- - - - ----------------------------------- -- --- 1 . 00 DL + 1 . 00 iINIFORM SNOW + 0 . 50 WL + 0 . 50 AXIAL PURLIN STRUT WIND LOAD = 18 . 53 PSF * (-0 . 700) _ -12 . 97 PSF AXIAL LOAD IN BAY 1 = 1 . 200 KIPS X 0 . 50 = 0 . 600 KIPS ECCENTRICITY OF AXIAL LOAD = 4 . 0 IN BAY BAY UNIFORM SECT. UNIT MOMT LOC LEFT END MAXIMUM NO. LENGTH LOAD SIZE DEFLECT MOMENT FROM LT. REACTION UNITY (FT) (FT) (IN) (KFT) (FT) (KIPS) -------------------------------------------------------------------------------- EXT 1 . 17 0 . 05767 812 0 . 000 1 18 . 83 0 . 07642 812 0 . 116 1 . 76 7 . 14 0 . 61 0 . 291 DEF 2 20 . 00 0 . 07499 816 0 . 060 0 . 84 10 . 53 1 . 68 0 . 296 RND 2 3 20 . 00 0 . 07499 816 0 . 115 1 . 11 9 . 85 1 . 45 0 . 317 BND 4 4 20 . 00 0 . 07499 816 0 . 097 1 . 03 10 . 05 1 . 51 0 . 319 BND 2 5 20 . 00 0 . 07499 816 0 . 103 1 . 06 9 . 99 1 . 50 0 . 310 BND 4 6 20 . 00 0 . 07499 816 0 . 101 1 . 05 10 . 00 1 . 50 0 . 311 BND 2 7 20 . 00 0 . 07499 816 0 . 101 1 . 05 10 . 00 1 . 50 0 . 310 BND 4 8 20 . 00 0 . 07499 816 0 . 101 1 . 05 10 . 00 1 . 50 0 . 310 BND 2 9 20 . 00 0 . 07499 816 0 . 101 1 . 05 10 . 00 1 . 50 0 . 310 BND 4 10 20 . 00 0 . 07499 816 0 . 102 1 . 05 10 . 01 1 . 50 0 . 310 BND 2 11 20 . 00 0 . 07499 816 0 . 099 1 . 04 9 . 97 1 . 50 0 . 315 BND 4 12 20 . 00 0 . 07499 816 0 . 109 1 . 08 10 . 09 1 . 51 0 . 314 BND 2 13 20 . 00 0 . 07499 816 0 . 078 0 . 94 9 . 72 1 .47 0 . 370 BND 4 14 17 . 83 0 . 07499 816 0 . 171 1 . 58 11 . 07 1 . 60 0 . 409 DEF EXT 2 . 17 0 . 05624 816 0 . 000 0 . 63 ------------- ------------------------------------------------------------------- THE MAXIMUM UNITY CHECK IS 0 .409 IN BAY 14 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 120 Bldg A purlins with axial and uplift from kicker JOB NO. C077947 PURLIN DESIGN CH DATE 20-NOV-03 1 . 00 DL + 0 . 50 UNIFORM SNOW + 1 . 00 WL + 1 . 00 AXIAL PURLIN STRUT WIND LOAD = 18 . 53 PSF * (-0 . 700) = -12 . 97 PSF AXIAL LOAD IN BAY 1 = 1 . 200 KIPS ECCENTRICITY OF AXIAL LOAD = 4 . 0 IN - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------- - - - -- BAY BAY UNIFORM SECT. UNIT MOMT LOC LEFT END MAXIMUM NO. LENGTH LOAD SIZE DEFLECT MOMENT FROM LT. REACTION UNITY (FT) (FT) (IN) (KFT) (FT) (KIPS) EXT 1 . 17 -0 . 00209 812 0 . 000 1 18 . 83 0 . 01666 812 -0 . 059 0 . 13 7 . 17 0 . 12 0 . 174 AXL 3 2 20 . 00 0 . 01523 816 -0 . 020 0 . 16 10 . 65 0 . 36 0 . 065 BND 2 3 20 . 00 0 . 01523 816 -0 . 031 0 .23 9 . 81 0 .29 0 . 065 BND 4 4 20 . 00 0 . 01523 816 -0 . 028 0 . 21 10 . 06 0 . 31 0 . 065 BND 2 5 20 . 00 0 . 01523 816 -0 . 029 0 . 21 9 . 98 0 . 30 0 . 063 BND 4 6 20 . 00 0 . 01523 816 -0 . 029 0 .21 10 . 01 0 . 30 0 . 063 BND 2 7 20 . 00 0 . 01523 816 -0 . 029 0 . 21 10 . 00 0 . 30 0 . 063 BND 4 8 20 . 00 0 . 01523 816 -0 . 029 0 .21 10 . 00 0 . 30 0 . 063 BND 2 9 20 . 00 0 . 01523 816 -0 . 029 0 . 21 10 . 00 0 . 30 0 . 063 BND 4 10 20 . 00 0 . 01523 816 -0 . 029 0 . 21 10 . 01 0 . 30 0 . 063 BND 2 11 20 . 00 0 . 01523 816 -0 . 028 0 . 21 9 . 97 0 .30 0 . 064 BND 4 12 20 . 00 0 . 01523 816 -0 . 030 0 . 22 10 . 10 0 . 31 0 . 064 BND 2 13 20 . 00 0 . 01523 816 -0 . 023 0 . 19 9 . 68 0 .30 0 . 077 BND 4 14 17 . 83 0 . 01523 816 -0 . 043 0 . 34 11 . 24 0 . 33 0 . 089 DEF EXT 2 . 17 -0 . 00352 816 0 . 000 0 . 09 - - - - - - - - -- - -- ------ ---- - ------------ ---------- - - - - -- -- THE MAXIMUM UNITY CHECK IS 0 . 174 IN BAY 1 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 121 Bldg A purlins with axial and uplift from kicker JOB NO. CO77947 PURLIN DESIGN CH DATE 20-NOV-03 : ---------------- ----- - ------ - --------------------- ---------- ------------------ 1 . 00 DL + 0 . 00 UNIFORM SNOW + 1 . 00 WL + 1 . 00 AXIAL PURLIN STRUT WIND LOAD = 18 . 53 PSF * (-0 . 700) _ -12 . 97 PSF AXIAL LOAD IN BAY 1 = 1 . 200 KIPS ECCENTRICITY OF AXIAL LOAD = 4 . 0 IN INCLUDES ALL NEGATIVE POINT LOADS ---------------- ---------- ---------------------- -- - -- -- ----- -------------------- BAY BAY UNIFORM SECT. UNIT MOMT LOC LEFT END MAXIMUM NO. LENGTH LOAD SIZE DEFLECT MOMENT FROM LT. REACTION UNITY (FT) (FT) (IN) (KFT) (FT) (KIPS) - -------------- -- --------------------------------------------------------- - - - --- EXT 1 . 17 -0 . 03753 812 0 . 000 1 18 . 83 -0 . 01878 812 -0 . 341 -2 . 12 5 . 17 -0 . 45 0 . 404 BND 3 2 20 . 00 -0 . 02021 816 0 . 024 -0 . 10 11 . 99 -0 . 60 0 . 173 BND 2 3 20 . 00 -0 . 02021 816 -0 . 134 -0 . 35 9 .40 -0 . 35 0 . 091 BND 4 4 20 . 00 -0 . 02021 816 -0 . 096 -0 . 26 10 . 18 -0 . 42 0 . 094 BND 2 5 20 . 00 -0 . 02021 816 -0 . 108 -0 .29 9 . 94 -0 . 40 0 . 084 BND 4 6 20 . 00 -0 . 02021 816 -0 . 105 -0 . 28 10 . 02 -0 . 41 0 . 084 BND 2 7 20 . 00 -0 . 02021 816 -0 . 106 -0 .28 9 . 99 -0 . 40 0 . 084 BND 4 8 20 . 00 -0 . 02021 816 -0 . 106 -0 .28 10 . 00 -0 . 40 0 . 084 BND 2 9 20 . 00 -0 . 02021 816 -0 . 106 -0 . 28 10 . 00 -0 . 40 0 . 084 BND 4 10 20 . 00 -0 . 02021 816 -0 . 107 -0 .28 10 . 01 -0 .40 0 . 084 BND 2 11 20 . 00 -0 . 02021 816 -0 . 104 -0 .28 9 . 98 -0 . 40 0 . 085 BND 4 12 20 . 00 -0 . 02021 816 -0 . 113 -0 . 29 10 . 07 -0 .41 0 . 084 BND 2 13 20 . 00 -0 . 02021 816 -0 . 083 -0 . 26 9 . 78 -0 . 40 0 . 096 BND 4 14 17 . 83 -0 . 02021 816 -0 . 170 -0 .40 10 . 87 -0 .43 0 . 114 BND 3 EXT 2 . 17 -0 . 03896 816 0 . 000 -0 . 23 THE MAXIMUM UNITY CHECK IS 0 .404 IN BAY 1 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 122 Bldg A purlins with axial and uplift from kicker JOB NO. C077947 PURLIN DESIGN CH DATE 20-NOV-03 P U R L I N D E S I G N S U M M A R Y - - - - - - - - - - - - - LOAD CONDITIONS -- - - -- - - -- - ---- DEAD LOAD + MINIMUM SNOW LOAD DEAD LOAD + WIND LOAD (SUCTION) DEAD LOAD + LIVE LOAD + POINT LOADS LOADS DEAD LOAD = 2 . 00 PSF COLL LOAD - 5 . 00 PSF MIN. SNOW = 27 . 00 PSF WIND LOAD = 18 .53 PSF SNOW LOAD = 18 . 90 PSF PNT. LD 1 = -0 . 790 KIPS AT 5 . 001FROM LEFT END BAY NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 BAY SPACES 18 . 8 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 17 . 8 PURLIN SIZE 812 816 816 816 816 816 816 816 816 816 816 816 816 816 PUR SPACE 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 TOP ANGLES 2 1 1 1 1 1 1 1 1 1 1 1 1 2 BOT ANGLES 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LAP LENGTHS 3 . 00 2 . 00 2 :00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 --------------------------------------------------------- THE MAXIMUM UNITY CHECK IS 0 . 895 IN BAY 13 TOTAL WEIGHT =1018 . 11 LBS CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 123 Bldg A purlins with axial and uplift from kicker JOB NO. C077947 PURLIN DESIGN CH DATE 20-NOV-03 P U R L I N R E S T R A I N T F O R C E S -------------------------------------------------------------------------- ----- NUMBER OF PURLIN ROWS Np = 7 ROOF SLOPE = 0 . 5/12 BAY NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 BAY SPACES 18 . 8 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 17 . 8 PURLIN SIZE 812 816 816 816 816 816 816 816 816 816 816 816 816 816 ROLL FORCES AT THE SUPPORTS : 0 . 8 1 . 6 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 1 . 7 NUMBER OF ANTI-ROLL CLIPS REQUT.RED: 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TOP ANGLES 2 1 1 1 1 1 1 1 1 1 1 1 1 2 SAG FORCES 0 . 8 1. 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 0 . 9 POSITIVE FORCES ARE TO RESIST UPHILL ROLL CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 124 Building A Purlins with Axial and Vertical Load from Kicker JOB NO. C077947 PURLIN DESIGN CH DATE 20-NOV-03 1 - - -********* INPUT ECHO ******** CALCULATIONS BASED ON 1996 AISI SPECIFICATION SECTION TYPE IS Z BRIEF REPORT DO NOT INCREASE DEPTHS DEAD LOAD = 2 . 000000 COLLATERAL= 5 . 000000 LIVE LOAD = 20 . 00000 SNOW LOAD = 18 . 90000 MIN. SNOW = 27 . 00000 WIND LOAD = 18 . 53200 X 1 . 500000 POINT LOAD 1 UNITY = 1 . 030000 ALLOW = 1 . 333333 DEFLC = L/ 240 . 0000 (LIVE OR SNOW LOAD DEFLECTION) DEFLC = L/ 240 . 0000 (TOTAL LOAD DEFLECTION) DEFLC = L/ 120 . 0000 (10 YEAR MAP DEFLECTION) BEARING= 5 . 000000 5 . 000000 5 . 000000 END ZONE= 4 . 000000 SUCT= 1 . 500000 PANEL TYPE=SSR BAY NO. 1 2 3 4 5 6 7 8 9 10 11 BAY LENGTH 18 . 83 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . SPACING 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 S . SIZES 812 816 816 816 816 816 816 816 816 816 816 8 T SAG ANG 2 1 1 1 1 1 1 1 1 1 1 B SAG ANG 1 1 1 1 1 1 1 1 1 1 1 NUM PURLIN 1 LAP LEFT 0 . 00 3 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . LAP RIGHT 3 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . EXTENSIONS LEFT EXTENSION (FT) = 1 . 166667 RIGHT EXTENSION (FT) = 2 . 166667 LEFT EXT. DL (PSF) = 2 . 000000 RIGHT EXT. DL (PSF) = 2 . 000000 EXTENSION SUCTION COEF. = 1 . 400000 FY = 55 . 00000 KSI Welded clips Y CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 125 Building A Purlins with Axial and Vertical Load from Kicker JOB NO. CO77947 PURLIN DESIGN CH DATE 20-NOV-03 ' FLANGE LIP LIP CORNER SIZE AREA WEIGHT DEPTH WIDTH THICKNESS LENGTH ANGLE RADIUS h ------------------------------------------------------------------------------ Z1012 1 . 662 5 . 65 10 . 00 2 . 75 0 . 099 0 . 96 50 . 0 . 250 9 . 30 Z1014 1 . 261 4 . 29 10 . 00 2 . 75 0 . 075 0 . 91 50 . 0 . 250 9 . 35 Z 812 1 .419 4 . 82 8 . 00 2 . 50 0 . 099 0 . 96 50 . 0 . 250 7 . 30 Z 814 1 . 073 3 . 65 8 . 00 2 . 50 0 . 075 0 . 91 50 . 0 . 250 7 . 35 Z 816 0 . 858 2 . 92 8 . 00 2 . 50 0 . 060 0 . 87 50 . 0 . 250 7 . 38 Z 712 1 . 322 4 . 49 6 . 75 2 . 75 0 . 099 0 . 85 50 . 0 . 250 6 . 05 Z 714 1 . 002 3 .41 6 . 75 2 . 75 0 . 075 0 . 81 50 . 0 . 250 6 . 10 Z 716 0 . 802 2 . 73 6 . 75 2 . 75 0 . 060 0 . 78 50 . 0 . 250 6 . 13 Ix Sxe SIZE Ix (def) Sf Sxe (holes) Iy Iyc rx ry Va ----------------------------------------------------------------------------- Z1012 24 . 18 24 . 18 4 . 84 4 . 74 3 . 74 2 . 89 1 . 44 3 . 81 1 . 32 8 . 71 Z1014 18 . 39 18 . 39 3 . 68 3 . 27 2 . 68 2 . 15 1 . 07 3 . 82 1 . 30 3 . 77 Z 812 13 . 50 13 . 50 3 . 38 3 . 38 3 . 03 2 . 30 1 . 15 3 . 08 1 .27 10 . 96 Z 814 10 . 28 10 . 28 2 . 57 2 .40 2 . 09 1 . 71 0 . 86 3 . 10 1 . 26 4 . 79 Z 816 8 . 25 8 . 25 2 . 06 1 . 83 1 . 54 1 . 35 0 . 68 3 . 10 1 . 26 2 . 44 Z 712 9 .46 9 .46 2 . 80 2 . 66 2 . 36 2 . 84 1 . 42 2 . 68 1 .46 10 . 96 Z 714 7 . 23 7 .23 2 . 14 1 . 84 1 . 63 2 . 12 1 . 06 2 . 69 1 . 45 5 . 77 Z 716 5 . 81 5 . 65 1 . 72 1 .42 1 . 28 1 . 68 0 . 84 2 . 69 1 . 45 2 . 94 SECTIONS ARE CHECKED FOR THE FOLLOWING CONDITIONS : A. SHEAR + BENDING 1 . S+B 1 - SHEAR + BENDING AT THE LEFT SUPPORT 2 . S+B 2 - SHEAR + BENDING AT THE LEFT LAP CUT-OFF 3 . S+B 3 - SHEAR + BENDING AT THE RIGHT LAP CUT-OFF 4 . S+B 4 - SHEAR + BENDING AT THE RIGHT SUPPORT B. BENDING 1 . BND 1 - BENDING AT THE LEFT SUPPORT 2 . BND 2 - BENDING AT THE LEFT LAP CUT-OFF 3 . BND 3 - BENDING AT THE MAXIMUM INTERIOR MOMENT 4 . BND 4 - BENDING AT THE RIGHT LAP CUT-OFF 5 . BND 5 - BENDING AT THE RIGHT SUPPORT C . SHEAR 1 . SHR 1 - SHEAR AT THE LEFT SUPPORT 2 . SHR 2 - SHEAR AT THE LEFT LAP CUT-OFF 3 . SHR 3 - SHEAR AT THE RIGHT LAP CUT-OFF 4 . SHR 4 - SHEAR AT THE RIGHT SUPPORT D. BEARING 1 . BRG L - BEARING AT THE LEFT SUPPORT 2 . BRG R - BEARING AT THE RIGHT SUPPORT E. DEFLECTION - DEF - MAXIMUM DEFLECTION IN THE SPAN. CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 126 Building A Purlins with Axial and Vertical Load from Kicker JOB NO. CO77947 PURLIN DESIGN CH DATE 20-NOV-03 -- ------- - - - - - - - - - - - - - - - - - - - - - DEAD LOAD + SNOW LOAD SNOW LOAD = 27 . 00 PSF DEAD LOAD = 7 . 00 PSF (INCLUDING COLLATERAL LOAD) BAY BAY UNIFORM SECT. UNIT MOMT LOC LEFT END MAXIMUM NO. LENGTH LOAD SIZE DEFLECT MOMENT FROM LT. REACTION UNITY (FT) (FT) (IN) (KFT) (FT) (KIPS) EXT 1 . 17 0 . 14982 812 0 . 000 1 18 . 83 0 . 17482 812 0 .410 4 . 34 7 . 13 1 . 42 0 . 563 DEF 2 20 . 00 0 . 17292 816 0 . 179 1 . 94 10 . 52 3 . 86 0 . 675 BND 2 3 20 . 00 0 . 17292 816 0 . 332 2 . 56 9 . 85 3 . 34 0 . 733 S+B 3 4 20 . 00 0 . 17292 816 0 . 282 2 . 38 10 . 05 3 . 49 0 . 735 BND 2 5 20 . 00 0 . 17292 816 0 .297 2 .43 9 . 99 3 . 45 0 . 716 BND 4 6 20 . 00 0 . 17292 816 0 . 293 2 . 42 10 . 00 3 .46 0 . 716 BND 2 7 20 . 00 0 . 17292 816 0 . 294 2 .42 10 . 00 3 .46 0 . 714 BND 4 8 20 . 00 0 . 17292 816 0 . 294 2 .42 10 . 00 3 .46 0 . 714 BND 2 9 20 . 00 0 . 17292 816 0 .293 2 .42 10 . 00 3 . 46 0 . 715 BND 4 10 20 . 00 0 . 17292 816 0 . 296 2 .43 10 . 01 3 . 46 0 . 715 BND 2 11 20 . 00 0 . 17292 816 0 . 288 2 .40 9 . 97 3 .45 0 . 726 BND 4 12 20 . 00 0 . 17292 816 0 . 315 2 . 50 10 . 08 3 . 48 0 . 724 BND 2 13 20 . 00 0 . 17292 816 0 .227 2 . 17 9 . 73 3 .40 0 . 895 S+B 3 14 17 . 83 0 . 17292 816 0 .489 3 . 62 11 . 06 3 . 69 0 . 886 S+B 2 EXT 2 . 17 0 . 14792 816 0 . 001 1 .49 THE MAXIMUM UNITY CHECK IS 0 . 895 IN BAY 13 DEAD LOAD + WIND LOAD (SUCTION) WIND LOAD = 18 . 53 PSF X 1 . 50 (SUCTION) / AT 4 . 0 ' END ZONES THE COEF = 1 . 50 DEAD LOAD = 2 . 00 PSF -- - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -- - -- - - - - - -- - - - - - - - - - -- - - - - - - - - - - - -- - - - - - BAY BAY UNIFORM SECT. UNIT MOMT LOC LEFT END MAXIMUM NO. LENGTH LOAD SIZE DEFLECT MOMENT FROM LT. REACTION UNITY (FT) (FT) (IN) (KFT) (FT) (KIPS) - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- - - - - - - - -- - - - - ----------------------- -------- - -- - - - - - EXT 1 . 17 -0 . 09312 812 0 . 000 1 18 . 83 -0 . 09312 812 -0 . 311 -2 .29 7 . 11 -0 . 77 0 . 382 BND 3 2 20 . 00 -0 . 09455 816 -0 . 144 -1 . 08 10 .48 -2 . 08 0 . 363 BND 4 3 20 . 00 -0 . 09455 816 -0 .254 -1 . 39 9 . 86 -1 . 83 0 . 399 BND 4 4 20 . 00 -0 . 09455 816 -0 . 219 -1 . 30 10 . 04 -1 . 91 0 .401 BND 2 5 20 . 00 -0 . 09455 816 -0 .230 -1 . 33 9 . 99 -1 . 89 0 . 391 BND 4 6 20 . 00 -0 . 09455 816 -0 . 226 -1 . 32 10 . 00 -1 . 89 0 . 392 BND 2 7 20 . 00 -0 . 09455 816 -0 .227 -1 . 32 10 . 00 -1 . 89 0 . 391 BND 4 8 20 . 00 -0 . 09455 816 -0 . 227 -1 .32 10 . 00 -1 . 89 0 . 391 BND 2 9 20 . 00 -0 . 09455 816 -0 . 227 -1 . 32 10 . 00 -1 . 89 0 . 391 BND 4 10 20 . 00 -0 . 09455 816 -0 . 228 -1 . 33 10 . 01 -1 . 89 0 . 391 BND 2 11 20 . 00 -0 . 09455 816 -0 . 222 -1 . 31 9 . 97 -1 . 89 0 . 397 BND 4 12 20 . 00 -0 . 09455 816 -0 .243 -1 .36 10 . 08 -1 . 90 0 . 396 BND 2 13 20 . 00 -0 . 09455 816 -0 . 176 -1 . 19 9 . 73 -1 . 86 0 .463 BND 4 14 17 . 83 -0 . 09455 816 -0 . 374 -1 . 96 11 . 03 -2 . 01 0 . 571 BND 3 EXT 2 . 17 -0 . 09455 816 -0 . 001 -0 . 85 THE MAXIMUM UNITY CHECK IS 0 . 571 IN BAY 14 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 127 Building A Purlins with Axial and Vertical Load from Kicker JOB NO. C077947 PURLIN DESIGN CH DATE 20-NOV-03 DEAD LOAD + SNOW LOAD + POINT LOADS SNOW LOAD = 27 . 00 PSF DEAD LOAD = 7 . 00 PSF (INCLUDING COLLATERAL LOAD) POINT LOAD 1 = 0 . 790 KIPS AT 5 . 00 ' FROM LEFT SUPPORT ------------------------------------------------ ------------------------ - - - - - - - - BAY BAY UNIFORM SECT. UNIT MOMT LOC LEFT END MAXIMUM NO. LENGTH LOAD SIZE DEFLECT MOMENT FROM LT. REACTION UNITY (FT) (FT) (IN) (KFT) (FT) (KIPS) --------------------------------------------------- - - --------------------------- EXT 1 . 17 0 . 14982 812 0 . 000 1 18 . 83 0 . 17482 812 0 . 682 6 . 70 5 . 62 1 . 95 0 . 851 DEF 2 20 . 00 0 . 17292 816 -0 . 089 1 . 65 10 . 88 4 . 19 0 . 858 BND 2 3 20 . 00 0 . 17292 816 0 . 367 2 . 66 9 . 74 3 .26 0 . 754 S+13 3 4 20 . 00 0 . 17292 816 0 .272 2 . 35 10 . 08 3 . 52 0 . 756 S+B 2 5 20 . 00 0 . 17292 816 0 .301 2 .44 9 . 98 3 .44 0 . 717 BND 4 6 20 . 00 0 . 17292 816 0 . 292 2 .41 10 . 01 3 .46 0 . 718 BND 2 7 20 . 00 0 . 17292 816 0 .295 2 .42 10 . 00 3 .46 0 . 714 BND 4 8 20 . 00 0 . 17292 816 0 .294 2 .42 10 . 00 3 .46 0 . 715 BND 2 9 20 . 00 0 . 17292 816 0 .293 2 .42 10 . 00 3 .46 0 . 715 BND 4 10 20 . 00 0 . 17292 816 0 .296 2 . 43 10 . 01 3 .46 0 . 715 BND 2 11 20 . 00 0 . 17292 816 0 .288 2 .40 9 . 97 3 .45 0 . 726 BND 4 12 20 . 00 0 . 17292 816 0 . 315 2 . 50 10 . 08 3 .48 0 . 724 BND 2 13 20 . 00 0 . 17292 816 0 .227 2 . 17 9 . 73 3 .40 0 . 895 S+B 3 14 17 . 83 0 . 17292 816 0 .489 3 . 62 11 . 06 3 . 69 0 . 886 S+B 2 EXT 2 . 17 0 . 14792 816 0 . 001 1 .49 ------------ - - -- ------ - - - - - - - - - - ----- - - ---- ---------------------------- THE MAXIMUM UNITY CHECK IS 0 . 895 IN BAY 13 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 128 Building A Purlins with Axial and Vertical Load from Kicker JOB NO. C077947 PURLIN DESIGN CH DATE 20-NOV-03 -- -- -- ------------ -- - --- - - - - ---- - -- --- - --------- - -------------- - - - - -- ------ --- 1 . 00 DL + 1 . 00 UNIFORM SNOW + 0 . 50 WL + 0 . 50 AXIAL PURLIN STRUT WIND LOAD = 18 . 53 PSF * (-0 . 700) = -12 . 97 PSF AXIAL LOAD IN BAY 1 = 1 . 200 KIPS X 0 . 50 = 0 . 600 KIPS ECCENTRICITY OF AXIAL LOAD = 4 . 0 IN INCLUDES ALL NEGATIVE POINT LOADS - - ------------------ - - -- - - - - - - - - -- -- - - ---- - --- ------------------------- - - - -- - - - - - BAY BAY UNIFORM SECT. UNIT MOMT LOC LEFT END MAXIMUM NO. LENGTH LOAD SIZE DEFLECT MOMENT FROM LT. REACTION UNITY (FT) (FT) (IN) (KFT) (FT) (KIPS) ------------------------------- - EXT 1 . 17 0 . 05767 812 0 . 000 1 18 . 83 0 . 07642 812 0 . 321 3 . 61 5 .21 1 . 01 0 . 580 DEF 2 20 . 00 0 . 07499 816 -0 . 072 0 . 63 11 . 15 1 . 93 0 . 433 BND 2 3 20 . 00 0 . 07499 816 0 . 142 1 . 18 9 . 66 1 . 39 0 . 327 BND 4 4 20 . 00 0 . 07499 816 0 . 090 1 . 01 10 . 10 1 . 53 0 . 330 BND 2 5 20 . 00 0 . 07499 816 0 . 105 1 . 06 9 . 97 1 .49 0 . 311 BND 4 6 20 . 00 0 . 07499 816 0 . 100 1 . 05 10 . 01 1 . 50 0 . 312 BND 2 7 20 . 00 0 . 07499 816 0 . 102 1 . 05 10 . 00 1 . 50 0 . 310 BND 4 8 20 . 00 0 . 07499 816 0 . 101 1 . 05 10 . 00 1 . 50 0 . 310 BND 2 9 20 . 00 0 . 07499 816 0 . 101 1 . 05 10 . 00 1 . 50 0 . 310 BND 4 10 20 . 00 0 . 07499 816 0 . 102 1 . 05 10 . 01 1 . 50 0 . 310 BND 2 11 20 . 00 0 . 07499 816 0 . 099 1 . 04 9 . 97 1 . 50 0 . 315 BND 4 12 20 . 00 0 . 07499 816 0 . 109 1 . 08 10 . 09 1 . 51 0 . 314 BND 2 13 20 . 00 0 . 07499 816 0 . 078 0 . 94 9 . 72 1 . 47 0 . 370 BND 4 14 17 . 83 0 . 07499 816 0 . 171 1 . 58 11 . 07 1 . 60 0 .409 DEF EXT 2 . 17 0 . 05624 816 0 . 000 0 . 63 - --- ---- - - ----------- - ------------- - ------ ----------------------•---------------- THE MAXIMUM UNITY CHECK IS 0 . 580 IN BAY 1 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 129 Building A Purlins with Axial and Vertical Load from Kicker JOB NO. CO77947 PURLIN DESIGN CH DATE 20-NOV-03 ` ------------------- - - - -- - --------- - - - -- - -- ---- --- --------- - - - ----------- --- -- - 1 . 00 DL + 0 . 50 UNIFORM SNOW + 1 . 00 WL + 1 . 00 AXIAL PURLIN STRUT WIND LOAD = 18 . 53 PSF * (-0 . 700) _ -12 . 97 PSF AXIAL LOAD IN BAY 1 = 1 . 200 KIPS ECCENTRICITY OF AXIAL LOAD = 4 . 0 IN INCLUDES ALL NEGATIVE POINT LOADS BAY BAY UNIFORM SECT. UNIT MOMT LOC LEFT END MAXIMUM NO. LENGTH LOAD SIZE DEFLECT MOMENT FROM LT. REACTION UNITY (FT) (FT) (IN) (KFT) (FT) (KIPS) ----- ----- --- - ------- - - - - - - - ---- - - - - - - - - - ---- ----------------------------- - --- - - EXT 1 . 17 -0 . 00209 812 0 . 000 1 18 . 83 0 . 01666 812 0 . 118 2 . 11 5. 16 0 . 51 0 . 287 DEF 2 20 . 00 0 . 01523 816 -0 . 102 0 . 01 13 . 69 0 . 60 0 . 222 BND 2 3 20 . 00 0 . 01523 816 0 . 000 0 . 31 8 . 89 0 .23 0 . 088 BND 3 4 20 . 00 0 . 01523 816 -0 . 033 0 . 19 10 . 34 0 .33 0 . 078 BND 2 5 20 . 00 0 . 01523 816 -0 . 026 0 . 22 9 . 90 0 . 30 0 . 064 BND 4 6 20 . 00 0 . 01523 816 -0 . 029 0 .21 10 . 03 0 . 31 0 . 064 BND 2 7 20 . 00 0 . 01523 816 -0 . 028 0 .21 9 . 99 0 . 30 0 . 063 BND 4 8 20 . 00 0 . 01523 816 -0 . 029 0 . 21 10 . 00 0 . 30 0 . 063 BND 2 9 20 . 00 0 . 01523 816 -0 . 029 0 .21 10 . 00 0 . 30 0 . 063 BND 4 10 20 . 00 0 . 01523 816 -0 . 029 0 .21 10 . 01 0 . 30 0 . 063 BND 2 11 20 . 00 0 . 01523 816 -0 . 028 0 . 21 9 . 97 0 .30 0 . 064 BND 4 12 20 . 00 0 . 01523 816 -0 . 030 0 .22 10 . 10 0 . 31 0 . 064 BND 2 13 20 . 00 0 . 01523 816 -0 . 023 0 . 19 9 . 68 0 .30 0 . 077 BND 4 14 17 . 83 0 . 01523 816 -0 . 043 0 . 34 11 .24 0 .33 0 . 089 DEF EXT 2 . 17 -0 . 00352 816 0 . 000 0 . 09 THE MAXIMUM UNITY CHECK IS 0 .287 IN BAY 1 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 130 Building A Purlins with Axial and Vertical Load from Kicker JOB NO. CO77947 PURLIN DESIGN CH DATE 20-NOV-03 -- --- - - - - --- -- - -- ------- - -- - - - -- -- - - -- - ----- ------ - - - - -- -- - - - - - - -- - - - - - - - - - - - .. 1 . 00 DL + 0 . 00 UNIFORM SNOW + 1 . 00 WL + 1 . 00 AXIAL PURLIN STRUT WIND LOAD = 18 . 53 PSF * (-0 . 700) _ -12 . 97 PSF AXIAL LOAD IN BAY 1 = 1 . 200 KIPS ECCENTRICITY OF AXIAL LOAD = 4 . 0 IN BAY BAY UNIFORM SECT. UNIT MOMT LOC LEFT END MAXIMUM NO. LENGTH LOAD SIZE DEFLECT MOMENT FROM LT. REACTION UNITY (FT) (FT) (IN) (KFT) (FT) (KIPS) EXT 1 . 17 -0 . 03753 812 0 . 000 1 18 . 83 -0 . 01878 812 -0 . 195 -0 . 75 7 . 08 -0 . 18 0 . 159 AXL 2 2 20 . 00 -0 . 02021 816 -0 . 068 -0 . 24 10 . 39 -0 .43 0 . 079 BND 4 3 20 . 00 -0 . 02021 816 -0 . 118 -0 . 29 9 . 89 -0 . 39 0 . 085 BND 4 4 20 . 00 -0 . 02021 816 -0 . 102 -0 .28 10 . 03 -0 . 41 0 . 085 BND 2 5 20 . 00 -0 . 02021 816 -0 . 107 -0 . 28 9 . 99 -0 .40 0 . 084 BND 4 6 20 . 00 -0 . 02021 816 -0 . 106 -0 . 28 10 . 00 -0 .40 0 . 084 BND 2 7 20 . 00 -0 . 02021 816 -0 . 106 -0 . 28 10 . 00 -0 .40 0 . 083 BND 4 8 20 . 00 -0 . 02021 816 -0 . 106 -0 . 28 10 . 00 -0 . 40 0 . 083 BND 2 9 20 . 00 -0 . 02021 816 -0 . 106 -0 .28 10 . 00 -0 .40 0 . 084 BND 4 10 20 . 00 -0 . 02021 816 -0 . 107 -0 . 28 10 . 01 -0 .40 0 . 084 BND 2 11 20 . 00 -0 . 02021 816 -0 . 104 -0 .28 9 . 98 -0 .40 0 . 085 BND 4 12 20 . 00 -0 . 02021 816 -0 . 113 -0 . 29 10 . 07 -0 . 41 0 . 084 BND 2 13 20 . 00 -0 . 02021 816 -0 . 083 -0 .26 9 . 78 -0 .40 0 . 096 BND 4 14 17 . 83 -0 . 02021 816 -0 . 170 -0 .40 10 . 87 -0 .43 0 . 114 BND 3 EXT 2 . 17 -0 . 03896 816 0 . 000 -0 .23 - - - ----------- - --------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - -- - - -- - - - - - - - - - - - - - - - - THE MAXIMUM UNITY CHECK IS 0 . 159 IN BAY 1 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 131 Building A Purlins with Axial and Vertical Load from Kicker JOB NO. C077947 PURLIN DESIGN CH DATE 20-NOV-03 ----------------- - - - -- - --------- - --- - - - ------------ ---- --- - --- - - -------------- P U R L I N D E S I G N S U M M A R Y LOAD CONDITIONS DEAD LOAD + MINIMUM SNOW LOAD DEAD LOAD + WIND LOAD (SUCTION) DEAD LOAD + LIVE LOAD + POINT LOADS LOADS DEAD LOAD = 2 . 00 PSF COLL LOAD = 5 . 00 PSF MIN. SNOW = 27 . 00 PSF WIND LOAD = 18 . 53 PSF SNOW LOAD = 18 . 90 PSF PNT. LD 1 = 0 . 790 KIPS AT 5 . 001FROM LEFT END BAY NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 BAY SPACES 18 . 8 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 17 . 8 PURLIN SIZE 812 816 816 816 816 816 816 816 816 816 816 816 816 816 PUR SPACE 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 TOP ANGLES 2 1 1 1 1 1 1 1 1 1 1 1 1 2 BOT ANGLES 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LAP LENGTHS 3 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 ------------------------------------- ----------- -------------- - - - - -- - - - - - - - - - - - -- THE MAXIMUM UNITY CHECK IS 0 . 895 IN BAY 13 TOTAL WEIGHT =1018 . 11 LBS CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 132 Building A Purlins with Axial and Vertical Load from Kicker JOB NO. CO77947 PURLIN DESIGN CH DATE 20-NOV-03 - - - -- -- -- - - - - - - - -- - - - -- - - - - - - - - - - -- - - - - - -- - --- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - P U R L I N R E S T R A I N T F 0 R C E S NUMBER OF PURLIN ROWS Np = 7 ROOF SLOPE = 0 . 5/12 BAY NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 BAY SPACES 18 . 8 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 17 . 8 PURLIN SIZE 812 816 816 816 816 816 816 816 816 816 816 816 816 816 ROLL FORCES AT THE SUPPORTS : 1 . 1 1 . 7 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 1 . 7 NUMBER OF ANTI-ROLL CLIPS REQUIRED: 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TOP ANGLES 2 1 1 1 1 1 1 1 1 1 1 1 1 2 SAG FORCES 1 . 1 1 . 1 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 1 . 0 0 . 9 POSITIVE FORCES ARE TO RESIST UPHILL ROLL - ----- --------------- --------------------------- - - -- - - - - - - - - - - - CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. W - 133 BUILDING A WIND DESIGN ROOF SIDEWALL (A) JOB NO. C077947 WIND BRACING DESIGN CH DATE 19-NOV-03 INPUT ECHO: DESIGN BY 1996 AISI SPECIFICATION USE ONLY ROD BRACING ROOF PANEL TYPE = SSR LOAD COMBINATIONS : D + (Lr or S) D + W D + S + W/2 D + S/2 + W USE ONE-THIRD INCREASE IN ALLOWABLE STRESS FOR WIND. NUMBER ROOF TRUSS PANEL POINTS = 3 BUILDING WIDTH = 80 . 00 NUMBER WALL TRUSS PANEL POINTS = 2 EAVE HEIGHT = 16 . 75 NUMBER OF BAYS IN THE BUILDING = 14 ROOF SLOPE = 0 . 50 LOADS : DEAD LOAD = 2 . 00 PSF EAVE PURLIN SPACE = 5 . 02 FT COLL LOAD = 5 . 00 PSF PANEL OVER HANG AT EAVE = 0 . 50 FT LIVE LOAD = 20 . 00 PSF SNOW LOAD = 18 . 90 PSF WIND LOAD = 18 . 53 PSF BRACING PRESSURE COEFFICIENT = 0 . 8000 BRACING SUCTION COEFFICIENT = 1 . 9103 PURLIN UPLIFT COEFFICIENT = 1 . 4000 UPLIFT COEFFICIENT ON PURLIN STRUTS = 1 . 2000 END ZONE WIDTH = 4 . 00 FEET END ZONE PURLIN UPLIFT COEFFICIENT = 1 . 5000 UPLIFT COEFFICIENT ON PURLIN EXTENSIONS = 1 . 4000 LEFT EXTENSION LENGTH = 1 . 17 FEET RIGHT EXTENSION LENGTH = 2 . 17 FEET LEFT EXTENSION DEAD LOAD = 2 . 00 PSF RIGHT EXTENSION DEAD LOAD = 2 . 00 PSF NOMINAL PURLIN LOAD WIDTH = 5 . 00 FEET RIDGE PURLIN LOAD WIDTH = 3 . 50 FEET PURLIN YIELD =55 . 00 KSI ROOF TRUSS SPACES ADJUSTED TO RAKE DISTANCE STRUT SPACES : 20 . 03 20 . 03 BAY SPACES : 18 . 83 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 17 . 83 PUR SIZES Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 LEFT LAPS : 2 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 RIGHT LAPS : 2 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 SAG ANGLES : 21 11 11 11 11 11 11 11 11 11 11 11 11 11 BRACED BAY NUMBER (S) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. W - 134 BUILDING A WIND DESIGN ROOF SIDEWALL (A) JOB NO. C077947 WIND BRACING DESIGN CH DATE 19-NOV-03 BRACE 14 BAYS HORIZONTAL REACTION IN BRACED BAYS= 1 . 26 KIPS - - - - - - - - - - - - - - - - - - -- --- -- ---- --- - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - -- - - - - - - - - - - STRUT NUMBERS - 1 2 3 PRES . LOADS (KIP) - 1 . 26 2 . 61 1 . 35 SUCT. LOADS (KIP) - 3 . 01 6 . 23 3 . 22 TRUSS LOADS (KIP) - 1 . 26 0 . 96 0 .33 STRUT LOADS (KIP) - 2 . 22 2 . 93 1 . 35 STRUT SPACE (FT) - 16 . 75 20 . 03 19 . 28 BAY NO. 1 ROD ROD ROD DIAMETER (IN) - 0 . 625 0 . 625 0 . 625 MIN WEB THICKNESS- . 1250 . 1250 . 1250 MIN WITH WEB WASHER . 1250 . 1250 . 1250 BAY NO. 2 3 ROD ROD ROD DIAMETER (IN) - 0 . 625 0 . 625 0 . 625 MIN WEB THICKNESS- . 1250 . 1250 . 1250 MIN WITH WEB WASHER . 1250 . 1250 . 1250 MIN WEB THICKNESS- . 1250 . 1250 . 1250 MIN WITH WEB WASHER . 1250 . 1250 . 1250 BAY NO. 4 ROD ROD ROD DIAMETER (IN) - 0 . 625 0 . 625 0 . 625 MIN WEB THICKNESS- . 1250 . 1250 . 1250 MIN WITH WEB WASHER . 1250 . 1250 . 1250 BAY NO. 5 ROD ROD ROD DIAMETER (IN) - 0 . 625 0 . 625 0 . 625 MIN WEB THICKNESS- . 1250 . 1250 . 1250 MIN WITH WEB WASHER . 1250 . 1250 . 1250 BAY NO. 6 ROD ROD ROD DIAMETER (IN) - 0 . 625 0 . 625 0 . 625 MIN WEB THICKNESS- . 1250 . 1250 . 1250 MIN WITH WEB WASHER . 1250 . 1250 . 1250 BAY NO. 7 ROD ROD ROD DIAMETER (IN) - 0 . 625 0 . 625 0 . 625 MIN WEB THICKNESS- . 1250 . 1250 . 1250 MIN WITH WEB WASHER . 1250 . 1250 . 1250 BAY NO. 8 ROD ROD ROD DIAMETER (IN) - 0 . 625 0 . 625 0 . 625 MIN WEB THICKNESS- . 1250 . 1250 . 1250 MIN WITH WEB WASHER . 1250 . 1250 . 1250 BAY NO. 9 ROD ROD ROD DIAMETER (IN) - 0 . 625 0 . 625 0 . 625 MIN WEB THICKNESS- . 1250 . 1250 . 1250 MIN WITH WEB WASHER . 1250 . 1250 . 1250 BAY NO. 10 ROD ROD ROD DIAMETER (IN) - 0 . 625 0 . 625 0 . 625 MIN WEB THICKNESS- . 1250 . 1250 . 1250 MIN WITH WEB WASHER . 1250 . 1250 . 1250 BAY NO. 11 ROD ROD ROD DIAMETER (IN) - 0 . 625 0 . 625 0 . 625 MIN WEB THICKNESS- . 1250 . 1250 . 1250 MIN WITH WEB WASHER . 1250 . 1250 . 1250 BAY NO. 12 ROD ROD ROD DIAMETER (IN) - 0 . 625 0 . 625 0 . 625 MIN WEB THICKNESS- . 1250 . 1250 . 1250 MIN WITH WEB WASHER . 1250 . 1250 . 1250 BAY NO. 13 ROD ROD ROD DIAMETER (IN) - 0 . 625 0 . 625 0 . 625 MIN WEB THICKNESS- . 1250 . 1250 . 1250 MIN WITH WEB WASHER . 1250 . 1250 . 1250 BAY NO. 14 ROD ROD ROD DIAMETER (IN) - 0 . 625 0 . 625 0 . 625 MIN WEB THICKNESS- . 1250 . 1250 . 1250 MIN WITH WEB WASHER . 1250 . 1250 . 1250 --- ---------------------------------------- ----------------------------------- NOTE : THE MIN WEB THICKNESS IS THE MINIMUM FRAME WEB THICKNESS WHICH DOES NOT NEED TO HAVE A WEB REINFORCING PLATE SUPPLIED. STRUT NUMBER 1 IS THE EAVE STRUT. STRUT NUMBERS 2- :g ARE PURLIN STRUTS . CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. W - 135 BUILDING A WIND DESIGN ROOF SIDEWALL (A) JOB NO. C077947 WIND BRACING DESIGN CH DATE 19-NOV-03 PURLIN STRUT LOAD CONDITIONS : 1) DEAD + LIVE 2) DEAD + WIND 3) DL + SL + WL/2 + AXIAL/2 4) DL + SL/2 + WL + AXIAL 5) DL + WL + AXIAL FOR STRUT ROW NUMBER 2 STRUT SIZES : Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 NBOLTS :2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AXIAL LOAD 2 . 93 2 . 93 2 . 93 2 . 93 2 . 93 2 . 93 2 . 93 2 . 93 2 . 93 2 . 93 2 . 93 2 . 93 2 . 93 2 . 93 UNITY CHECK: 0 . 886 0 . 776 0 . 846 0 . 829 0 . 830 0 . 828 0 . 829 0 . 829 0 . 828 0 . 829 0 . 827 0 . 835 0 . 897 0 . 902 FOR LC NUM 5 1 5 1 5 5 5 5 5 5 5 5 1 1 TOP ANGLES 2 1 1 1 1 1 1 1 1 1 1 1 1 1 BOT ANGLES 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. W - 236 BUILDING A WIND DESIGN ROOF SIDEWALL (A) JOB NO. C077947 WIND BRACING DESIGN CH DATE 19-NOV-03 PURLIN STRUT LOAD CONDITIONS : 1) DEAD + LIVE 2) DEAD + WIND 3) DL + SL + WL/2 + AXIAL/2 4) DL + SL/2 + WL + AXIAL 5) DL + WL + AXIAL FOR STRUT ROW NUMBER 3 STRUT SIZES : Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 NBOLTS : 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AXIAL LOAD 1 . 35 1 . 35 1 . 35 1 . 35 1 . 35 1 . 35 1 .35 1 . 35 1 . 35 1 . 35 1 . 35 1 . 35 1 . 35 1 . 35 UNITY CHECK: 0 . 529 0 . 548 0 . 587 0 . 586 0 . 574 0 . 574 0 . 573 0 . 573 0 . 574 0 . 574 0 . 578 0 . 579 0 . 634 0 . 614 FOR LC NUM : 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TOP ANGLES : 2 1 1 1 1 1 1 1 1 1 1 1 1 1 BOT ANGLES : 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NUMBER OF BOLTS : FOR PURLIN STRUTS AT ENDWALLS = 2 FOR PURLIN STRUTS AT FRAMES = 2 FOR PURLINS AT ENDWALLS = 2 FOR PURLINS AT FRAMES = 2 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. W - 137 BUILDING A WIND DESIGN ROOF SIDEWALL (A) JOB NO. CO77947 WIND BRACING DESIGN CH DATE 19-NOV-03 EAVE STRUT DESIGN - - -- - - - - -- - - - - - - - - LENGTH BAY STRUT GOVERNING AXIAL LOAD BENDING COMBINED (FT) NO. SIZE LOAD COND (KIPS) (K-FT) STRESS RATIO 18 . 83 1 ES 812 DL+LL 0 . 00 3 . 80 0 . 389 18 . 83 1 ES 812 DL+WL 2 . 22 0 . 00 0 . 053 20 . 00 2 ES 812 DL+LL 0 . 00 4 .29 0 . 439 20 . 00 2 ES 812 DL+WL 2 .22 0 . 00 0 . 053 20 . 00 3 ES 812 DL+LL 0 . 00 4 .29 0 . 439 20 . 00 3 ES 812 DL+WL 2 .22 0 . 00 0 . 053 20 . 00 4 ES 812 DL+LL 0 . 00 4 . 29 0 .439 20 . 00 4 ES 812 DL+WL 2 .22 0 . 00 0 . 053 20 . 00 5 ES 812 DL+LL 0 . 00 4 . 29 0 .439 20 . 00 5 ES 812 DL+WL 2 . 22 0 . 00 0 . 053 20 . 00 6 ES 812 DL+LL 0 . 00 4 . 29 0 . 439 20 . 00 6 ES 812 DL+WL 2 . 22 0 . 00 0 . 053 20 . 00 7 ES 812 DL+LL 0 . 00 4 . 29 0 .439 20 . 00 7 ES 812 DL+WL 2 .22 0 . 00 0 . 053 20 . 00 8 ES 812 DL+LL 0 . 00 4 .29 0 .439 20 . 00 8 ES 812 DL+WL 2 . 22 0 . 00 0 . 053 20 . 00 9 ES 812 DL+LL 0 . 00 4 .29 0 .439 20 . 00 9 ES 812 DL+WL 2 .22 0 . 00 0 . 053 20 . 00 10 ES 812 DL+LL 0 . 00 4 . 29 0 . 439 20 . 00 10 ES 812 DL+WL 2 . 22 0 . 00 0 . 053 20 . 00 11 ES 812 DL+LL 0 . 00 4 .29 0 .439 20 . 00 11 ES 812 DL+WL 2 .22 0 . 00 0 . 053 20 . 00 12 ES 812 DL+LL 0 . 00 4 . 29 0 . 439 20 . 00 12 ES 812 DL+WL 2 . 22 0 . 00 0 . 053 20 . 00 13 ES 812 DL+LL 0 . 00 4 .29 0 .439 20 . 00 13 ES 812 DL+WL 2 .22 0 . 00 0 . 053 17 . 83 14 ES 812 DL+LL 0 . 00 3 .41 0 . 349 17 . 83 14 ES 812 DL+WL 2 . 22 0 . 00 0 . 053 DL = DEAD LOAD LL = LIVE LOAD WL = WIND LOAD USE (2) 5/8" BOLTS WITH WASHERS AT BOTH ENDS OF EACH EAVE STRUT CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. W - 138 BUILDING A WIND DESIGN SIDEWALL (A) JOB NO. C077947 WIND BRACING DESIGN CH DATE 19-NOV-03 -------- -- ------------- - ---- - --- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- INPUT ECHO: DESIGN BY 1996 AISI SPECIFICATION USE ONLY ROD BRACING ROOF PANEL TYPE = SSR LOAD COMBINATIONS : D + (Lr or S) D + W D + S + W/2 D + S/2 + W USE ONE-THIRD INCREASE IN ALLOWABLE STRESS FOR WIND. NUMBER ROOF TRUSS PANEL POINTS = 3 BUILDING WIDTH = 80 . 00 NUMBER WALL TRUSS PANEL POINTS = 2 EAVE HEIGHT = 16 . 75 NUMBER OF BAYS IN THE BUILDING = 14 ROOF SLOPE = 0 . 50 LOADS : DEAD LOAD = 2 . 00 PSF EAVE PURLIN SPACE = 5 . 02 FT COLL LOAD = 5 . 00 PSF PANEL OVER HANG AT EAVE = 0 . 50 FT LIVE LOAD = 20 . 00 PSF SNOW LOAD = 18 . 90 PSF WIND LOAD = 18 . 53 PSF BRACING PRESSURE COEFFICIENT = 0 . 8000 BRACING SUCTION COEFFICIENT = 6 . 0297 PURLIN UPLIFT COEFFICIENT = 1 . 4000 UPLIFT COEFFICIENT ON PURLIN STRUTS = 1 .2000 END ZONE WIDTH = 4 . 00 FEET END ZONE PURLIN UPLIFT COEFFICIENT = 1 . 5000 UPLIFT COEFFICIENT ON PURLIN EXTENSIONS = 1 . 4000 LEFT EXTENSION LENGTH = 1 . 17 FEET RIGHT EXTENSION LENGTH = 2 . 17 FEET LEFT EXTENSION DEAD LOAD = 2 . 00 PSF RIGHT EXTENSION DEAD LOAD = 2 . 00 PSF NOMINAL PURLIN LOAD WIDTH = 5 . 00 FEET RIDGE PURLIN LOAD WIDTH = 3 . 50 FEET PURLIN YIELD =55 . 00 KSI ROOF TRUSS SPACES ADJUSTED TO RAKE DISTANCE STRUT SPACES : 20 . 03 20 . 03 BAY SPACES 18 . 83 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 17 . 83 PUR SIZES Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 LEFT LAPS 2 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 RIGHT LAPS 2 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 SAG ANGLES 21 11 11 11 11 11 11 11 11 11 11 11 11 11 BRACED BAY NUMBER (S) 3 6 9 12 - - -- - - - - - - --- -- - - - - --- ---------------- - - - - - - - - - - - - - - - - - - - -- - - - - - - -- -- - - - - - - - --- - - CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. W - 139 BUILDING A WIND DESIGN SIDEWALL (A) JOB NO. C077947 `sIIND BRACING DESIGN CH DATE 19-NOV-03 - - - - - - - - - -- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - - - - - - - - -- - - - - -- -- - - - - - - BRACE 4 BAYS HORIZONTAL REACTION IN BRACED BAYS= 11 . 13 KIPS STRUT NUMBERS - 1 2 3 PRES . LOADS (KIP) - 1 . 26 2 . 61 1 .35 SUCT. LOADS (KIP) - 9 . 50 19 . 67 10 . 17 TRUSS LOADS (KIP) - 11 . 13 8 . 44 2 . 88 STRUT LOADS (KIP) - 9 . 70 5 . 48 1 . 35 STRUT SPACE (FT) - 16 . 75 20 . 03 19 . 28 BAY NO. 3 6 ROD ROD ROD DIAMETER (IN) - 0 . 875 0 . 875 0 . 625 MIN WEB THICKNESS- . 1875 . 1875 . 1250 MIN WITH WEB WASHER . 1250 . 1250 . 1250 MIN WEB THICKNESS- . 1875 . 1875 . 1250 MIN WITH WEB WASHER . 1250 . 1250 . 1250 MIN WEB THICKNESS- . 1875 . 1875 . 1250 MIN WITH WEB WASHER . 1250 . 1250 . 1250 MIN WEB THICKNESS- . 1875 . 1875 . 1250 MIN WITH WEB WASHER . 1250 . 1250 . 1250 - - - -- - - - - - -- - - - - - - - -- - - - - - - - - - - - - - -- -- - - - - - -- - - - - - - - - NOTE : THE MIN WEB THICKNESS IS THE MINIMUM FRAME WEB THICKNESS WHICH DOES NOT NEED TO HAVE A WEB REINFORCING PLATE SUPPLIED. STRUT NUMBER 1 IS THE EAVE STRUT. STRUT NUMBERS 2- 3 ARE PURLIN STRUTS . CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. W - 140 BUILDING A WIND DESIGN SIDEWALL (A) JOB NO. C077947 WIND BRACING DESIGN CH DATE 19-NOV-03 --------------- -- - - -------- ----- -- -- - PURLIN STRUT TOAD CONDITIONS : 1) DEAD + LIVE 2) DEAD + WIND 3) DL + SL + WL/2 + AXIAL/2 4) DL + SL/2 + WL + AXIAL 5) DL + WL + AXIAL FOR STRUT ROW NUMBER 2 STRUT SIZES : Z 816 Z 816 Z 814 Z 816 Z 816 Z 814 Z 816 Z 816 Z 814 Z 816 Z 816 Z 814 Z 816 Z 816 NBOLTS :2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AXIAL LOAD : 2 . 61 2 . 61 5 .48 0 . 00 0 . 00 5 .48 0 . 00 0 . 00 5 .48 0 . 00 0 . 00 5 . 48 2 . 61 2 . 61 UNITY CHECK: 0 . 832 0 . 777 0 . 975 0 . 832 0 . 817 0 . 959 0 . 815 0 . 815 0 . 959 0 . 816 0 . 822 0 . 965 0 . 897 0 . 901 FOR LC NUM : 5 1 5 1 1 5 1 1 5 1 1 5 1 1 TOP ANGLES : 2 1 1 1 1 1 1 1 1 1 1 1 1 1 BOT ANGLES : 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. W - 141 BUILDING A WIND DESIGN SIDEWALL (A) JOB NO. C077947 HIND BRACING DESIGN CH DATE 19-NOV-03 PURLIN STRUT LOAD CONDITIONS : 1) DEAD + LIVE 2) DEAD + WIND 3) DL + SL + WL/2 + AXIAL/2 4) DL + SL/2 + WL + AXIAL 5) DL + WL + AXIAL FOR STRUT ROW NUMBER 3 STRUT SIZES : Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 NBOLTS :2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 AXIAL LOAD 1 . 35 1 . 35 1 . 35 0 . 00 0 . 00 1 . 35 0 . 00 0 . 00 1 . 35 0 . 00 0 . 00 1 . 35 1 . 35 1 . 35 UNITY CHECK: 0 . 529 0 . 548 0 . 587 0 . 586 0 . 574 0 . 574 0 . 573 0 . 573 0 . 574 0 . 574 0 . 578 0 . 579 0 . 634 0 . 614 FOR LC NUM : 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TOP ANGLES : 2 1 1 1 1 1 1 1 1 1 1 1 1 1 BOT ANGLES : 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NUMBER OF BOLTS : FOR PURLIN STRUTS AT ENDWALLS = 2 FOR PURLIN STRUTS AT FRAMES = 2 FOR PURLINS AT ENDWALLS = 2 FOR PURLINS AT FRAMES = 2 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. W - 111 .2 BUILDING A WIND DESIGN SIDEWALL (A) JOB NO. C077 94 7 WTND BRACING DESIGN CH DATE 19-NOV-O 3 EAVE STRUT DESIGN - - --- - - - -- ------- LENGTH RAY STRUT GOVERNING AXIAL LOAD BENDING COMBINED (FT) NO. - SIZE LOAD COND (KIPS) (K-FT) STRESS RATIO 18 . 83 1 ES 812 DL+LL 0 . 00 3 . 80 0 . 389 18 . 83 1 ES 812 DL+WL 9 . 70 0 . 00 0 . 231 20 . 00 2 ES 812 DL+LL 0 . 00 4 . 29 0 . 439 20 . 00 2 ES 812 DL+WL 9 . 70 0 . 00 0 . 231 20 . 00 3 ES 812 DL+LL 0 . 00 4 . 29 0 . 439 20 . 00 3 ES 812 DL+WL 9 . 70 0 . 00 0 . 231 20 . 00 4 ES 812 DL+LL 0 . 00 4 . 29 0 .439 20 . 00 4 ES 812 DL+WL 9 . 70 0 . 00 0 . 231 20 . 00 5 ES 812 DL+LL 0 . 00 4 . 29 0 . 439 20 . 00 5 ES 812 DL+WL 9 . 70 0 . 00 0 . 231 20 . 00 6 ES 812 DL+LL 0 . 00 4 . 29 0 . 439 20 . 00 6 ES 812 DL+WL 9 . 70 0 . 00 0 .231 20 . 00 7 ES 812 DL+LL 0 . 00 4 . 29 0 .439 20 . 00 7 ES 812 DL+WL 9 . 70 0 . 00 0 . 231 20 . 00 8 ES 812 DL+LL 0 . 00 4 .29 0 .439 20 . 00 8 ES 812 DL+WL 9 . 70 0 . 00 0 .231 20 . 00 9 ES 812 DL+LL 0 . 00 4 .29 0 .439 20 . 00 9 ES 812 DL+WL 9 . 70 0 . 00 0 . 231 20 . 00 10 ES 812 DL+LL 0 . 00 4 . 29 0 . 439 20 . 00 10 ES 812 DL+WL 9 . 70 0 . 00 0 .231 20 . 00 11 ES 812 DL+LL 0 . 00 4 .29 0 .439 20 . 00 11 ES 812 DL+WL 9 . 70 0 . 00 0 . 231 20 . 00 12 ES 812 DL+LL 0 . 00 4 . 29 0 . 43E 20 . 00 12 ES 812 DL+WL 9 . 70 0 . 00 0 . 231 20 . 00 13 ES 812 DL+LL 0 . 00 4 . 29 0 . 439 20 . 00 13 ES 812 DL+WL 9 . 70 0 . 00 0 .231 17 . 83 14 ES 812 DL+LL 0 . 00 3 . 41 0 . 349 17 . 83 14 ES 812 DL+WL 9 . 70 0 . 00 0 . 231 r DL = DEAD LOAD LL = LIVE LOAD WL = WIND LOAD USE (2) 5/8" BOLTS WITH WASHERS AT BOTH ENDS OF EACH EAVE STRUT Project: o� AY L W 46 Date: l o C 3 Permit# ©3 -5&b(r QJ A COMPLETED APPLICATION MUST CONTAIN THE FOLLOWING: ❑ Owner's name, Address, City, Zip, Phone # ❑ Architect's name, Address, Phone # (if over 4,000 square feet) ❑ Contractor's name, Address, City, Zip, Phone, License # ❑ Class of work / ❑ Valuation of project ❑ Description of work ❑ Proposed use of building ❑ Plat name, Lot# and parcel tax ID # (found on property tax statement) ❑ Signed and dated RESIDENTIAL SINGLE FAMILY MULTI-FAMILY, COMMERCIAL & & DUPLEX INDUSTRIAL 4 copies of site plan including 8 copies of site plan storm drainage design 2 copies of Architectural drawing 8 copies of Structural &Architectural drawings 2 copies of WSEC Energy 3 copies of WSEC Energy Calculations or City of Arlington Calculations or City of Arlington form form Copy of current contractor's 6 copies of Storm Drainage Design license v�c. c(�.�c s 8 copies of Structural Calculations � 8 Each--On-Site Utilities Drawings, Off-Site Improvement Drawings SEPA Checklist (If building is over 4,000 sq. ft.) Copy of Land Use Permit These items must be submitted with the application. Failure to submit these items will result in having your application returned to you as incomplete. There are no exceptions unless approved by the Building Official. G1�Y October 13, 2003 'y�trN 0 Boss Construction City 4945 Guide Meridian Bellingham, WA 98004 Of Re; Building Permit Application 03-5666 Arlington Development Dear Sir, Services The submitted drawings have been deemed incomplete and cannot be 238 N. 04npic Ave. reviewed for approval without the following additional information. Arlington, WA 98213 1. A foundation design and calculations should be submitted for review and approval. 2. The reaction calculations for the metal building should be submitted for review and approval. Administration 360.403.3500 Si ce ely, Building 360.403.3431 Day-id W. Anderson Building Official Engineering Cc; Paul Richart, Arlington city Engineer . 360.403,3500 Karen Latimer, City of Arlington Utilities Manager Planning 360.403.3434 Utilities 360,403,3500 i 1 YwOWLLu. Lr l C'J � � dZ � U LLC — � < z z zM a LLOre < Z ::) U u V < J O Z °N W W < W � cn O U. W D W � G } 0 � W5 po wZ LL LL pWZ > ae WO p~ aW� < ce FM- T5 .- d1 z M Q2QUzwI.-< a < Z Q Z Z WZ Z W Z z LL W LL O O Q 1 (J d } O O O O O Q < W U 2 O Z LL Z m i l a a d d ZW > WD� O w ui ( O O aO 1 I < W pua7 � Z — W f- Q lw7 f u - LL `> j M oF- ° W � oG } z Z w a } o �- <M iQmw2Hc_ncer• v f i Z J W H < > m`j - U F- > w < O ~ z m ce r u I C w � Zw �O � �o = w I" m U u�i w6 0 N 7vW vd<i cy" Q < w Z > w � 0 Cr a ~ `^ W W I U ft rZ- V d l(11 _ � OwUX U. x Z f J t ad 1 d Md -1 d d p - < 0 = 02 (� F- � C I D Z w m m C n z 2 z w z N NN O N N N J F- en � � F_- F- z < W V1 Z W N I I o OC a O U w 0 V O, C) a :7 F- ~ Z o w U � CL O � Z) Q 2 a OC mo w = uc O O J � W c7 CL = z z � < W IL Z C p[ < < 1 r '0 � O O 2C = Z y V1 O w � � < I— J < Z � W a < �n W 7 w f'• > u ❑ O pCL < V z w `^ oc ', `J w oc w a z " a m W 0 O W r Z 3 `i U LLJ - ~ O J K W = O = J w T W J w a F V p ^ O� w Y < O F- J u ce w U J a r 1- :7 > a D z u W oe U Z Z N m U JO O > U < x LL ., y < Z < o w < x o w a a Y u < 00 3 > ° ZLU ¢ U' Q U U w < > J F- u o O O Z �+ ) ❑ >- ZLLw Zw J � U < x m J LOi 3 W U > < v) 3 :7 W = z Z Z m u W J W m m r_ ° r}- ^1 �_ m < ° mH � JF- oe z = �►�- u me < a f �--) _ W- •I"I- W V1 V) D a Z 0 C = W < 1-• < W = < � " rau rau u (n z LU J> � puZz o < 5 D 3 W z W o a �, d ~ o. —1Pa P) 1-) O F- v) > U > -1 OU X f z J a m LL W d 3 d C/ Cie El W t Q W — - x a Z JLi 0 < z z LL J < El Z �� I� I O v ; z O O �j i U � O X ^ >W a u W < d < >W W El � 3 co ZJ J J J J O 4-a �.+ �+ J W d < Z < O < ON < < nl _1 0 0 O < W Y Lt C Q f f Q f f F )fl a ( bD 4J a--) W N O r J < U) C N C) No ~ fz J) Z rl rl m x m < V J m U G r- a U) rd x a W O s < F H f. OP .f O w Z w n a F z d _ z ❑ O W N J W < o Z I U. Z �C m `� < El J--) O y LL CV J m va) Z—S � a a .~ii J Z U Sr.-JI O O z O v d ° Q ` .+ y z y me m A� a V" C7 O < of } x w a W a O H W m � � oe H �_ o d I p 7 > vwi 3 z y r < Q < y Z U < F Z < Y (g D C) O Qi z J } > 3 w J Y m < y Y 0 < t~r °C u C of m H z Y m I 'd U m 1 Z `n x v z 3 2 y w u O Z W U < U) Z � � Q O 4-1 J w l-r'1 O y J w a O w J x D �^. s y 1 U1 m p W z Z O Z F )--I Y ❑ 3 Y 'd O Lwo 2 m m rl M w w a 3 T 3 Z - z Z O W 1 ^ J F' 4 U W Lw m E-I z O u O z W of O - E Itl U) u 4 O O ° o V Q U O Z TO 3 r-I x r I O J D v a Q a T = a a z z m a ? ? o ° W a U u U V V # O `7 W O O r-I :. rl z •--�I I M W z 3 m J :n 1 J :J 3 w C - > < oc rW- < C/] Z V] z m Ul �,'� 0 M O U my ` O O ii } oe U) < U) m a O J - 2 ul F F J J J o Z V Z �1 u r� < J .n C!� J G 00 J Z �n > 3 of W w J J < W 'S' J ... '.� O d. ' f O < V d u > d J J ® .Ii.. f • •1 •. I 3 13 sY a• "�F'iy--i:L�''��,7f�!�'',�e�•f.s_ a.. •ryy� J,� �t� ..�• .ti.S•fir± �f �p .�..• r,'�y,,' �" �` !!��'+����� ��.�j�J�_'_ ���•.'.''U' .�iY.'+t�..Y�.i,SdwL 4 .. •.. r����t�'� � � i tAr-A s. : L7� L Z irSa Z"�t��• :l +�e?r vu7T '.w �y r�... r:.X: aka: �" „s" "mac . s. � �._ •�.�� ��'��`,�,-�f • � r, a •��,�y.� �`,.t�i�t�',.2a�t�r:aL. ,i.��_ • • �A� �rt �}� r�..�� �N^"�f. ♦jc•� ^ ��n3.. �f��,�,� ryA�`� � .�, °. � S`,`��� � 1� ..�� 'x`Y�� ••��`�y�y�.�y�.+�v.+.q1v�' �.••o� "� '� •.. 4o- �,b � p�l� cf,}•. t�s•,,+F :."[ � � t� �..' l7"�.�� '7� '�. L. r .7 r'^ hF.li" '�'7°'�,.� •�pi�� -^ i3 �1 Nc.�-.l� -]l�"'v� �6� '�' f. •.Ir,►��;-.�f `YI i,44ti .i„lt l `ti�• ♦ �j•+rVr��'. ��♦{7lF�,�"'i-'� �y/ � � .fir' f �tj�•-*�j'.• � • �II!�� L ••sw:Lr1� a^S•YL: �•• e �`'�� ry,�i��,, i�• w- �• '.j r.t�� � w.".'-.( �z � t; d• 3• ,r._ .�-� • �lt `��y".-•�'.M.f! A �; '-.r. -,. .tr F�ww'lT�' rlm'R� iT. .�� ,{STY. ,`�` A•..,'�• i. C.:t?tea '3i•� 7'.`'i t 1 -i"T''t �'l. 3 •. n y� eft. .. •'�f R����yy��� a•�i�� �.��yy' 5e'tR.e�.���!� � s Cy��!� lw' .,Q M � ^Y rvef•�•�j�•l'�'��h�j'"�•`�1 ��y►(� ��ir`�� ��� ��.r wf� t� K M' K�!"YF `� �.�z`�•ICti:�•.� � +••�•�� •t c '!y�fP1 •.� '� -'j—'"����•X'(e��r�•� l Z �� :'����,•••y�� •��r!r1�17 'ais�Y(y�h' .j�; ''�• 7' �fJ.i• .��T.., hh���"'y� i• y± • ii�iiYi Y''Y 1l Y `L .y� r Y #• • f5 •� 'i -^i r�. R�LK .\+I�n- �'.�'''lt1 .� 'R• y. ,a• �:Ny F'�'J. 3i a tr T :sue -•�.,�, ^r _ ''�L �. .;i` ."' ,h - .,.; tom. •�y. ` ,. ;-'yf`v`i 'r .17.i i P'A:i� ,'��w• .. '-•1•.r -,�1 .� �. e r'>R � �. ,C.�'}• �iw .,� u7 H •�'... a•�' �:y.a:«Ma�a"r..'� 'j. t�f�: St;�eK••.FZ•'• :r' Nam ,;�i�y'w�:h '��..a .•i: 4.;t��'�,i� fii�"�•.�,. ;�t.c�'�i '=�+iL rr'�a'�',•� . �`q�t,�-�,,�� ��,. �_ ,.+� � � .�F;�Z o.�.,n�: 'aEMU <—•n` 1�, . '. Or Ire PSI Mg M. r. ,. �;� • -40 (re)uw-.ft m (nd Er.a-t:.a. cYist s3x.n3 .: e3n:•n: -0'0OL' COOZ adV�IW -:•i, !0�,'L,033=- Z 3N 133HIS H1S61• R 3N 3" GUE9 '�"'"L .��."' t ra.., `" - EEL-Is is[cc S ELL . u n[is%a TN Er°t rx3IVNC"3'. 3ittr6rS ,OZ-.I»s nv-_u oV0—.0 D al o�•ZO pL.l�•o� 'ZO A11"110V:l JNI1SOdW00 SCHIOS018 rID3jN0-0" '4 Nd1d DNIdV3SONd'1 H 1 H tl 3H O 3 1 6° a` 3Tr.)5 N]N1 3NO IONN010NMVd0 A110£ZO £0 N _n r r 'A' OH'Y )`'� •YOri30 d .I�E STWI % t• -� �-•` �" 1.Ir+ �me^n es TT n cz;^,`•� NIVr13a 01 S33a1 <' 1 { • `� i1YIr tNre'i,<♦ r... 1I N3N • � .''� ';,.L �1 '^ 1 1 L` L,::.�♦ J'i .1::..C) �1 _ " - ! �' •�°" t:iFi •�! ♦r\ ♦IbU: • f tx: �-'3� r 'v• - s:;�„% l'' I I� Iy'�. L' - tags %e l-.""�_ i L i. � 1 _ ter' � `. i'• e .. r• 'y 1 1L 17 r?L' _ a; . " t �'y� '1,31, -•Ste-r'�—_"_ _�--- _ - _� \ _ .Io .'! �;' 1P0►'Q�Yd j0 3703 a3LNYld ONIdY050Nr1 I % JNIOline 1SodW00/33UJO /' - 831-113018 � l� t -- NIrN3a 01 33aIJ ''OW I , I I SOaYOWLS N0LL3fta1.SNU0 NOlONMY 3HI J0'6 NOIIMSIOnS-•9 NOUO3S _ ��/'_ ti. _...'�, '• SNOLLVOL1tJ3d5-'011V 1 t HUV11'33NVOa000Y M a 011CUM'a3WO�0-�OHV1d3O3V a31lV -NnNvrI - tl SOaVOMI1S NOLLOna1SNG:.) NOlONfklY,3HI 6 N0110358f1S '9 NDLL03S 103'Oad 3H1 j0 09ZZO.NOI103S SNOLLyJI�3dS 01'N2fOjN00 TIYHS - H1 Mt 3OHVOZf(YJOV_NI 033SOWAH �n WO JO 30NY1d3�V HILIV -WnNVI1 - ,!+ _ ' 1N3K3OY'Id 0)+�jVQ(31rN 'SY3aY"Q38aniS)0 T1V M3!LO•iX)SdQI dY32JdS '�� _ a� - 1-')3'Oad*.3HL JO 09ZZO'NOLL 3S SNOLLYOUO3dS Ol-rM-*00 TMHS f Q -�: I -'-" -+«aZ~- �j,.S`" i�1j a1:'�sa+.•' �� - - `` _ lj'GrMVld_ONV.1V_kII1VM SY3aY 038an1Sq TiV.a3n0,lI0SdOl QY3ad5' ;' I — — — — — (s_ye '. z' p•fr�3i {fir I` �� t" - h� F-1 y p p q; - --- — I ❑ Nn .� . Nro1v3a of 3 , 1 ♦ - I aHI aH0x3e s33a1 llr 3` Ii �- -'I� �� �..' e.'�' 'c,4 \\ r L�• - � tQ �q�� - - I _ y - • I �� ?Y /~�' y /.Vim• , liku ..`\ ' - j - -LL ❑ 4�ti O 4L a.41iL`"v '' �. -.r:3.rd etae�� ���,` - 1 'J_ a31 NYld 7NldYOSONYIAl I I 1 r0N10�IFi`8 ONIN332i�S�Q3HS 3?!n� .0t t n�i .ems ,1•�t n: einl w- `. -lei C�.f Lam.;, E•el z:7Nla* {-�Ot.vd>9n[:� �l I a�si• •..}_ stale -_�_�` -art➢"--_—`�_._�� - <3•.1N3t01Yj0'3JO3 i• I .E2 ` ' ,i f p I yY• Zi:y., � -- - - � `� L18r `'' `.J.�Y � - � �jk yl": �'��__ � ��.bf 4U..� J` ,i � "\ / t17 y1(,r \t .l [:n: �- !s. :Cm/0 V� Y__Y;-, r• � �� pi.�\ I f7 _ t1 -- ! _"'.� —y��_ %�" _�—. 1.> n - �> �❑ -5:.,.- .. .->,,��— c..�.� ttt�LL trt � �' c,.>, c:ra�' .. —- —� �•. ��-� .fir orm, •'- y SN a , h YA t 1 I I 0 4 fc f .�_ I✓• �L,• 0 ti v" -Lip j�', ^.L�. '♦r d. �� SIN " VZ� - as ,t �N!olir� 1✓;3iY 9`� NfVrm Ol S33a1 dIa1S _I >< .09 ONLLNd3d 33U IVOld)U L ON1LNVld z t slooa vIo x rzo/1 1rv130 335 a313rIIO NM .S•I - (HSY o00M1lVa) ►�7a NI 31V05 I I I Ydaro,ixo snNixyw - o'o ,oc lr 110S 3111LVN 031o0'dN003a .ii!r!z r i z S33U IMWS (Y3 9)M3N C3Ii103clS SY XIN ONLLNYId — Or OZ 0 NouYLLL3d S loos aJJ —I I El I m 11e�d ears slap 01 Sa8uof epn{0ul APW LP014M'paAoldda MOTIV Ol Ld ONLLNdId JO J I II I r SUl7 IQUQ'J 6 dg H12i0N sr7olloe aNr s3als Mrdae _ I I ? P n.. I�!td Aue)o 1311 L3" �I lulr� 30rao NSINIi f 1 fir! ©lp 01 le;el Ow8ld-Ijuuade eLp of jlgj X9 U8 ApUo sl d sN NISV9 M31VM .L p a3AY1 HO1nn .Z � v4uc�mv CU1133 T1raLooa Jo c/1 d01 JJ0 1 1! aUl 10 0AIMueseacai eta o ,n; o%, 3NIML CINV dYWne 3n01Y3a o .du H O 3SOH a3B9na NOYIS VIO.Z/1 N31HOU CL LSIML -AiM YO ZI = Q oe ' \v dAl - MM11S 3NId 310d30001 YIO .Z [(^^ ONIM ONnIVA3ad OL ' 2Mn310N3&Gd S3MYLS MUJ <-3, ,,� q�� g R w�TNB 100a S3NLL (�MIHL �' � a������� ����NOf LIGNO ! SS31 3e LDN TNHS ild 33aL 6 v r l M3 011 NI NMOaO HLd30 Q:� p l-'I ) �l ^~1 zip E,j 7.o!Iddr- NriLL H3HOiH .1 533a1 Land I ht t1s SUO� ?;150.( L,E.U�,•,:°3;�„ 310N 310d 3NId NV1d ,i�M/,fdwoo 03 punos.u©oq seq p—z_foJd s!LU z F �„ ANnal aNIM a�a�.�,..3 f�1 F1 T aLOoa n3ad 3lOd 3NId I ' ! q penssi/uOlsinaJ a}ep �W 12277�! (77 -41 A 0 7 AMi� .cow t i 1a7 f+i 107 -� y � I scuds Z I =88,l l =000`1 cad 9•£ :iurind -74UCvt3 .� i £(I8D :duluoz 3S 000 S l :azlS Iog 7Js oNi /x '� •a N i I I I i )110lallL'H,Io 0t,lool8 `9I'l I slo-Imilduosa(i X�adoid uoj2ull1d3o r4lD :io,(aninS uolSu!Nd3o :Jaaul2ug 1 I ; uo ui 1 o�t :30U,mo I f S SOS£ £Ob-09£ . I ` Josruiew SDIlTin `iaujille uaas}l X and oldu;ClO N 8£Z .S '� uoullldlo�l0 :Iuuollddd `,1••7 0/- 7rote4 v�sa/w> del rl ' I 1' � I t� w � E-•- � �i � I ;� I j z i X ZY d I s•7 � ss j r,►.u.�o. xyd as 7 � 14unoD gstuxogouS Sa�rnx�s '7�.�li+M 7/vr1-sit[7 .-,�.v5.�.s�'3n2aS MS `SO zguuN `qljoN I£ dnisumol, `Z uoTlaaS )4D INPH `Oti 3I30ig `£I-ZI-1I slu'I 3L=ZJ+sM,g H� a�vuwu� —^ 1 /X )�4?3.1aItEH `0b Maui$ `91-91111 sIO l 6000-I1O-Otb0-819b/ 900-1710-Oti0IM7 :QI xL 130.ITS xOD TSOAk t7S I 0 2)Oujo uOIIE.IISIUIIUPV Swill fl U019ullivjO 14I �"A 00 — — I :.zooTiTn& � 3 1 � 1 I