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19503 63rd Ave NE_035724_2026
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Q U O 2 m ,`o0 � LL Z _jz a LaQ °� r- � y ca u) cop � o ca .o c o° No Z O 0) `° co . c c a)Q > ¢ c ° ° N 4) oo oo cv 0 (L 5 Z) LL LLo 0 00 � 0 C 0 013000 C I T OF A RL 11VGTQIV CahlST RUCT I UIV F:Z)'E Ft I T PERM I T h!O_ a �3—Es724 Ovner: ARLINGTON CITY OF 238 N OLYMPIC AVE ARLINGTON Value of Work: i, 039, 000. 00 98223 Tay. ID: 310515-004-012-00 Phone: 360 435-0724 Describe Work: CONSTRUCT BIOSOLIDS FACILITY Proposed Use: COMPOSTING FACILITY Legal Description: ARLINGTON AIRPORT LOT III Job Address: 19503 63RD AVE HE Contractor's Name Type Address Licensef BOSS CONSTRUCTION GEN 4945 GUIDE MERIDIAN BOSSC:I083N5 TOTALS Permit Fee $7, 750. 00 Fee Plan Fee $10, 075. 00 State fee $4. 50 / ` v/� TOTAL FEE. . . . . . . . . . . . . . . . . $17, 829. 50 II HEREBY ECERTIFY THAT I HAVE READ PAYMENTS. . . . . . . . . . . . . . . . . . $0. 06 KNOWExAEI SAME NED TTOSBEAPPLICATION TRUE AND AND ANCOR- TOTAL DUE. . . . . . . . . . . . . . . . . $17,829. 50 ORDI A CEPRGOVERNISGOTHISWTYPEDOF WO ILL L �L 'TLI D WITH WHETHER DATE' f (/®t RECEIPT * I '4 r t" S SP I =TtCD I r NOT. '_Mt h r„ U LDING t 1. r�; - I Iwo ..'LJt t I,ri I 1' 1 II _1• . ter.� z i•�nrU III 1 I R L J 1 1 Irr . _I I _ • 1 i}J- �J L 1 .I - .1`TI-I �� 1 : �'i,tl� �lAi � 1,VV .. L 11 S III - l 1-�' •-. .I !' 1 I 1 ._•�'. � _ !- I - i� I I � I ,!+ : � telN till ► •uUM 1 - -4I�'7t:�Jl T=1 I F. -I :� �,11F� 1 Iq;l �►�,{L�V %s1�11.{ All . Tt11Y' f'0 +'A t�bti ussaw�1� � �Issa<tn�,A yy { rrMOfa iuju" L OLSO I CC I •:tea - . .-4111-.J 1. - - -~t, I I I AC r 44 •If1: fl �'� tii+i � I ��/t1 I 7 � II 7_ : � • •IIII _ .. •_ • .. Jr 1� fLl I: n I {i CPI i_T 111�1 ufj:. '.I][i11 . _ . . . . rt`. KJdYA't T-_ r �1[n I. IIII �'7 -.1! llJ: v1. Irt JI . . . � . . . .. . J•I �1►�Ir1' ♦41 `11 .ill'i :: 7/CN 1 - M I� I:•t�• '-:.C•1�.�♦+�� • r . . I + I • : I �i I �T I 11 I I 1 ft. 1 . II I • 1 ,t Transfer In: 001.322.10.00 $7,750.00 001.345.83.00 $ 10,075.00 001.386.00.01 $4.50 Total $17,829.5 Signature: David Anderson Transfer Out: 40 to 5914 351,1)3 $17,829.50 Signature: Karen Latimer Reference Building Permit Number#03-5724 Project: (11 Y� Date: I a Permit#�57W� 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 7RESIDENTIAL SINGLE FAMILY MULTI-FAMILY, COMMERCIAL & PLEX INDUSTRIAL pies 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 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. i � J• \ w'' :�%;a�� �'�, �ii�y�i,;;h .!v�l�itbm,�r.'m , ���eyiu�i�:.s.>Y.F.i�j.�t .'�t�yi�+�''W:'n' .� ,���y,�,y'm"a':r,i;� •'M/ �. am;V/l ld(+m1peF.<MtAa'/toVll r*�,unmpm:tS+Y�mrt•nr...�if�T•nMm¢.w,lmommnQllRt^T'mn t.. •••n.mmmrmmnm.°5w'R7C°T.A^n<-Tt•,,,+7nu1m,[�^^�m'v+m0. g 1, y w n x x � 00 n z,w+ n c� Irt d nzrA I > y y °, y z W ° ; o y O tT' U' a [ \fir >> n 0-4 Z r) /y / czi a r O td 0, ' 1 !a O r VtTj 0 ril V � Rs y [ z 0 d � z z 3 O ri ITI ® G o C7 �, 1-4CrJ p IP 1'"' z t �• � n tT' c�r� 4 ril z J, It c� C� z � o E r V) r n Z � . rD C o (D r / o n o ti l d O 1 r � j 1. i Al •; 1 F-� ' y c , z �'o CI Y OF ARLINrTON, WASHINGTON --- BUILIMING DEPARTMENT No building construction a, )e commenced until permit holder --� INSPECT[ R ORD SHALL-REMAIN or his agent has posted this Inspection Record Card in a AT OB SITE cons icuous place on the premises. OWNER: ,�. ( � V� CONTRACTOR: S L� 1 JOB ADDRESS: QI, L' LOT NUMBER TYPE GROUP NATURE of WOR � �►f / �� � /'� � �O� �� f�� I USE of BUILDING: 0 PERMIT No: DATE ISSUED: fn�f► INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB DEPARTMENT INSPECTION DATE INSPECTOR'S SIGNATURE FOOTING BUILDING FOUNDATION �(- 1 - c_ -i (360)435-0674 UNDERFLOOR Press#1 SHEARWALL PLUMBING(groundwork) GAS PIPING(groundwork) ROUGH PLUMBING ROUGH GAS PIPING ROUGH HEATING&VENTILATION FRAMING INSULATION WALLBOARD STORM DRAINAGE ENGINEERING GRADING (360)435-0674 TEMPORARY TECSIP Cs`f Press#2 ASBUILTS APPROVED MAINTENANCE BOND GENERAL SERVICES (360)435-0674 STORM DRAINAGE SYSTEM �] Z 0 -O v Press#3 PAVING,SIGNAGE&MARKINGS PARKS LANDSCAPING b- I-o , .*4A, Press#4 IRRIGATION N%A - NATURAL RESOURCES ENVIRONMENTAL i �- ONSITE UTILITIES WATER '(J� ONSITE UTILITIES SEWERZ6, 0 UTILITIES OFFSITE UTILITIES WATER -� t (360)435-0674 OFFSITE UTILITIES SEWER -1- z o 0 Sewer Press#5 SEWER PRETREATMENT Water Press#6 CROSS CONNECTION CONTROL - �'_ E% !� SIDE SEWER INSPECTION ^7 7 -p WATER SERVICE INSTALLATION (` -6q FIRE DEPARTMENT (425)485-8082 FIRE ALARM/AUTOMATIC SPRINKLER (425)485-8082 HOOD SUPPRESSION SYSTEM i (360)435-0674 Press#7 FINAL FIRE WALK-THROUGH �? (360)435-0674 FINAL INSPECTION �- Press#1 ALL SIGNATURES BLOCKS MUST BE COMPLETE �r, ` L` Y U1T U+p � o 7't!N G'iOZ TiJCJS OY/ s�,�JN/���v C S y City Of l n/ Arlington December 5, 2003 j1 Development 6� City of Arlington Services Utilities Division (�1 ��T 238 N. otpnpicAve, 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 If you have any questions or if we can be of further assistance 360,403.3500 please contact our office at (360) 403-3431 Planning 360.403.3434 Thank you, Utilities L� 1V�1`L `� ' —�RVd�j�'/lp 360.403.3500 Linda Friddle City of Arlington Permit Coordinator i . CWA CONSULTANTS STRUCTURAL ENGINEERING BUILDING CODE CONSULTANTS 22421 N.E.20th Street,Sammamish,WA 98074 (425)836-2833 FAX:(425)836-3707 E-Mail:chuck.cwa@verizon.net January 28, 2004 Biomass Facility -#03- 5666 & 5724 Buildings 1 and 2 1997 Uniform Building Codes RECEIVED Type of Construction: II-N Area: 7763/9054 sf JAN 3 0 2004 Allowable 32,000 sf Occupancy— S-1 COA BUILDING DEPT Stories: 1 Seismic Zone: 3 Wind Speed: 80 Wind Exposure: B David W. Anderson Building Official City of Arlington 238 N. Olympic Avenue Arlington, WA 98223 Dear Mr. Anderson: We have completed our review of Biomass Facility for the City of Arlington. The plans are in substantial compliance with the 1997 Uniform Building Code. The plans are approved and are being returned with our indication of review on them. Please note the changes to the plans as stated below: 1. The doors from the office area must be provided with a 36" landing at the exterior. 2. Safety glazing must be provided for all glazing within a 24" arc of either side of a door. 3. For your information, "Special Inspection" is required for: Anchor bolts (Table 19-F) Structural steel welding Concrete Construction Sincerely, Chuck Williams SE CWA Consultants �. I 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 Page 1 of 1 Paul Richart From: Confer, Peggy-- TtKCM [Peggy.Confer@tetratech.com] Sent: Wednesday, December 03, 2003 10:33 AM To: Eckhardt, Dennis --TtKCM Cc: 'prichart@ci.arlington.wa.us'; 'lanny@bossconstruction.biz'; Lutz, James Subject: Arlington Biosolids Dennis I am continuing my review of the metal building drawings. I believe some foundation modification will be needed at the typical metal building footings to resist uplift as shown on the metal building plans. I don't think this will effect the columns at line 2 at the composting shed however as they get half the typical loads and the %veight of the CMU walls helps resist the uplift. In order to expedite the office building permitting while the metal building foundation is resolved, I suggest there be a construction joint midpoint between lines 2 and 3; the foundation can remain per drawings to the west, and we can modify it from the joint east to address the uplift issue. Peggy Confer TetraTech/KCM p: 206 443 5398 f: 206 443 5372 peggy.confer@tetratech.com 12/4/2003 Memorandum 41 City of Arlington Building Department Date: February 3, 2004 To: Paul Richart, City Engineer Karen Latimer, Utilities Manager CC: From: David W. Anderson, Building Official Subject:Biosolid Composting Shed BP 03-5635 We have completed our review of the Biosolids facility and have found the following applicable code data corrections and/or addition requirements. The drawings should be revised to indicate the listed corrections. 1. Provide the Material Safety Data Sheets for the protective coating used on the roof structure and the piping. 2. Arlington Municipal Code requires the building to be sprinkler per the NFPA 13 requirements. 3. The drawings should show a drainage connection detail of the footing drains and the gutter drains. 4. Special inspection is required for the anchors bolt, structural steel, concrete, grout placement and structural welding. 5. The doors from the office area must be provided with a 36" landing at the exterior. 6. Safety Glazing must be provided for all glazing within a 24" arc of either side of a door. If you have any question please give me a call at 403-3432. David W. Anderson Building Official 360.403.3432 danderson@ci.arlinjzton.wa.us cc;Kristin Banfield, City Administrator Chief Mike Gantz, Arlington Fire Department Deputy Chief Tom Cooper, Arlington Fire Department y t ' d� RECEIVED e�rs DEC 31 2003 Design Calculations For: BUILDING DEPT CITY OF ARLINGTON ��,� ARLINGTON, WA Builder: STEEL STRUCTURES GROUP, INC C077948 st CITY OF ARLINGTON ExPIRES �=�� BUILDING DEPARTMENT �F7r) DATE _ BY NO CHANGES AUTHORIZED UNLESS APPROVED BY THE BUILDING INSPECTOR Chief Buildings A Division of Chief Industries, Inc. P.O. Box 2078 Grand Island, NE 68802-2078 �' � LF Cop' ea .t Design Calculations FFCHIEF By : CH Steel Structures Grou Inc. 7��,�ed 016/zoa 39�12 Old West Highway 30 1>> e2 P.O. Box 2078 Arlincton WA Date : 11/1912003 Grand Island, NE 68802-2078 Phone (308) 389-7200 Job No . C077948 Pace : 1 /2 l Building Description Design Criteria Buildina, A (1) - A.I.S.C. The Manual of Steel Type T13 L r- I t T,?L r- 2- Construction 9��, Edition. Width 40'-0" (2) -A.I.S.I. Cold Formed Steel Length I80'-0 Design Manual 1996. Eave Height . _ 16'-9" (3) UBC 1997 Occupancy Category- 4 Bays 9@2W-0" MBMA : Standard Buildings Roof Slope I/2 I2 Occupancy Design Loads H Roof Top Units : N/A Roof Live Load : 20.0 psf (Tributary Area Reduction Not Allowed) Collateral load .5.0 psf Ground Snow (Pd , 27.0 psf Exposure Factor (C.) 0.% Importance Factor(I) 1.0 Mezzanine Loads : 1V/A Roof Snow Load(Pf) ; 27,0 psf Design Roof Snow Load 18.9 psf Wind Speed 80 mph Exposure Category C Importance Factor(I) : 1.00 Cranes : N/A Wind Pressure (p) : 18.53 psf Building Enclosure Enclo Se.® Seismic Analysis : Static Force Procedure Seismic Zone 3 Additional Loads : lb/A Importance Factor(I) : 1.00 i i CHIEF Design Calculations By . CH 3942 Old West Highway 30 Frame Notations P.O. Box 2078 Date : 1111912003 Grand Island, NE 68802-2078 Phone (308)389-7200 Job No C077948 Page Z /21 Frame Joint flotation Used in the Computer Calculation: 3 Building "A" 1 Frames at Line l,2,4,6,8,10 1 4 TBLT-2 Frames 2 Building "A" Frame at Line : 3,5,7,9 1 TBLT-1 Frames Building Frames at Line Building : Frames at Line 11_12_O3 ; 9:42AM;CHIEF TECH SEA 11 310L 3135 4639 u 2/ OCT-09-2003 17:14 FPZRAL ABS 000 322 1030 P.Oii01 �ABRAL GRAVFTY LOAD TADt_E Co-7 77 4 8 Single SWn Apprkalion RAL WFoP_mA=N Laa4WWOMWamdby.,—... sicume _ taW fable FTepomd on� ... lOff]BJ08 QMIM WFORbtA110N I I Z9(p —5- 'qq r Plated..._..«. ,.�..... DE6Pp�T1Qlf Gatgp cr fhfdmau.,.. YIeId�I►ormy St:MNPWPM ES 0.tOf37 h"1 aOdW IR04 8 011f IMS O_wm IW3 DaIgn 0 W Q ` >!0A Not 1a'lnin se®. URN" Lmd in F w GAGE SPAN 1A0 1 O Z0D 2.60 340 00 4.W 100 6.aa IM0 ' SM 7.00 7M 9A0 afrBae ,sit 9se 215 in 11e 70 eA n 40 34 29 26 22 U 1a0 NA NA NA hp NA NA W1 N4 NA MA 27 22 la 72 2 stmst ma 247 180 110 4 Bo 92 de99 zT 2E 3'1 fe 1s LI M NA MA NA NA NA NA NA NA NA NA NA M NA NA F 8finee i= Joe 1W 137 101 77 Bi ag 41 94 29 25 22 10 Lf it10 NA NA NA NA NA. NA.- NA I MAMA MA MA NA NA NA NOTES for GRAVi7Y ROOF labl60. Sand — 1. GOm properties a nd load ea are in mnM menm with 1888 AtM 8 Alumkm Afrsoda ftR spgdlkgoww. Z `St► W danofw allowable I based on bending atom& 3. '11 180 denotes ft lea that v49 pie a ddkctlon of U 180 ;If NA then chess bad controls. I PP 1,', d Gravf'b Load = z7 poi 1 49 p,f Q.LI ow able O k u i e z z .j a . F4 6, a/ r 8 " 4-1 ;,i 1I 5 -0 ' TOTFL P.61 i i NOV-14-2003 14:31 FABRAL AB� I 000 322 1030 P.01i01 FMRAL WIND SUCTION OAO TABLE 0 7 9 4 8 ¢/� Single Skin placation �AIIRAL INFORMATION Load table prepa, d by......... Eric Lowe Load table pmpaz on........ 11/14/03 CUSTOMER INFORMATION I Requested by........................ Craig Hanson Company............................. Project............I..................... lLocation•............................... PANEL OESCRIPTION — Profile.................................... 18'Thin Seam Material................................. Stnel Gauge or thidcne s............... 22 Yield(ksi)or all temper...... 50 I 1 SECTIONI J=n Negative PROPERTIES — I Moment _ I.Sir I^ 1007 In^4 0.0480 in^4 1 I.dfl I 0.1067 in"4 0.0480 In"4 S i 0,0711 in"3 0,0493 irt"3 1 DeHign stress/ l 30.0 kyi 30.0 ksi - MOE i / ! -. 28500 kai— —---- - 18'Thin Seam j I Uniform SUCT10 Load In Pounds per Square Foot GAGE SPAN 1.00 1.50 200 2.SO 3.00 3.50 4.00 4.50 t 5.00 5.50 6.00 6.50 7.00 T.50 8.00 Will 1 Stress gas 247 1 110 80 1. 82 49 39 33 27 23 20 is 15 U 180 NA NA NA NA NA . NAI 46 25 19 15 12 10 8 22 2 Stress 14" 366 158 116- 89 1 .70 47 40 34 29 25 22 L! 180 NA NA NA NA ll i --'NA NA NA NA NA NA 24 20 3 Stress 1777 444 2 197 145 1111 88 71 59 49 42 36 32 28 V 180 NA NA IA NA NA 87 63 _48 37 29 23 19 15 NOTES for WIND load tables: 1 1. Stction properties and load tables are In conforman with 1986 AIS1&1986 Aluminum Association specifications. Z. tress'denotes allowable I Oa based n bending Ss. 1 3. 'U 180 "denotes the load at will ploduce a eflectlon lof L/ 180 . If NA then stress load controls. } 4. Allowable stress loads shQ%A n ave not been In ased by 1/3 for wind loading. I 8 2000 Fabral-A Euramax Company 1 /• Ar-PI�e8 S uc,+t'o� 71 p�f QL[ow0.�(e l I O!t use 22�Q. Fib-QI /8 l �Llr'n Se41M wi 4-1% /j(Al ('irt� S-0A C. C . i I I 1 V TOTAL P.01 i f Mig hti -Rib° PBR I FABRALjj s/1 INDUSTRIAL-COMMERCIAL ROOFING & SIDING ^ Effective July 1998 CO-7794� 39"OVERALL WIDTH - -- 36"COVERAGE - 12' 1 1/4" MATERIAL AND WT./SQ. WTJSQ. METAL POSITIVE GRAVITY LOAD TABLE(STEEL) THICKNESS PLAIN PAINTED SPECIFICATION FINISH ga. spans 3'-0" 4'-0" 5'•0" 6-0" 7'-0" 8'-0" 9'-0" GALVANIZED Grade 40(40 ksi plain: regular 1 112 63 40 28 21 NR NR STEEL yield strength) spangle 26 2 155 87 56 39 29 22 NR J 26 ga. 99.9 lb. 101.4 lb. (Grade 80(80 painted: two-coat 3 155 87 70 49 36 27 22 24 ga. 127.5 lb. 128.9 lb. ksi yield 70%Kynar'500! 22 ga. 155.1lb. 156.5 lb. strength)for 26 Hylar'5000;sili- 1 123 69 44 31 23 NR NR ga.)structural Ionized polyester; steel with G90 vinyl plastisol;0.5 24 2 133 75 48 33 24 NR NR coating,both mil two-coat 3 167 94 60 42 31 23 NR conforming to polyester backer 1 164 92 59'1 41 30 23 NR ASTM A 653 (26 ga.panels 22 2 168 95 61 42 31 24 NR have Super Alurite' - - - paint) 3 210 118 76 53 39 30 23 .x 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 T-0" 4'-0" T-0" 6'-0" T-0" 8'-0" 9'-0" 24 ga. 123.3 lb. 124.8 lb. strength)for 26 Hylar'5000;sill- 1 114 64 41 28 21 NR_ NR i 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 1 22 ALUMINUM 3004-H36 or plain: mill finish 050" 2 411 231 148 103 75 58 46 .032" 49.8 lb. 50.9 lb. equivalent(28 painted: two-coat 3 513 289 185 128 94 72 1 57 .040" 62.2 lb. 63.4 lb. ksi yield 70%Kynar'500/ 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 conized polyester, Aluminum Association specifications. conforming to vinyl plastisol;0.5 2. The allowable loads are based on stress only. ASTM B 209 mil two-coat 3. The allowable loads may be increased by vo for wind polyester backer loading. 4. The minimum recommended slope for Mighti-Rib PBR 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 1%"SDST screws using 6-6-12-12-6-6 fastener pattern(Construction No 169). s/.n, /e 5 , sp ah two .3pC.' S sW Lancaster,PA 17601 (717)397-2741 p p /, e d /0 4 c/ S = .2 I. 2 Z ps F rC s s u/LC Gridley, IL 61744 (309)747-2937 Jackson,GA 30233 (770)775- 484 261, 6 3 St-tC-r(0 n1 Idabel,OK 74745 (580)286-7521 Cedar City,UT 84720 (435)586-1215 /o c,r 4 6 )e /o q d - S 9 Fl ©lL Coeur d'Alene, ID 83858 (208)687-9771 I lr use zz�a . Fabra jJb 0.) s�4�ed i 9832-164 -i © 1998 FABRAL E,aaasuscCompany i i 1 ` CHIEF INDUSTRIES INC. PAGE N0 . 6�2I ,SEISMIC DESIGN REPORT. JOB NO. C077948 BUILDING A ENGINEER : CH DATE 19-NOV-03 TIME 07 : 52 : 39 BUILDING DATA SNOW LOAD 27, 94 PSF BLDG CODE : UBC 97 EXP C PART OPEN LIVE LOAD 20 . 00 PSF TBLT-2 40 X 180 X 16 . 75 ; 18 . 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 = 4 . 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 = 65867 . LBS ENDWALL B WEIGHT = 1407 . LBS ENDWALL D WEIGHT = 1407 . LBS WT FOR ROOF DIAPHRAGM = 68680 . LBS DIAPHRAGM SHEAR=Vd=1 . 1*MAX (C/R, . 5) *Ca*I*W = 13599 . LBS ;4 WIND DIAPHRAGM SHEAR = 8472 . LBS **** SEISMIC CONTROLS ROOF BRACING **** WT FOR SW A BRACING = 74162 . LBS WT FOR SW C BRACING = 6191 . 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) = 23075 . LBS SEISMIC SW (C) = 1. 1*C*Ca*I*W/R* (1 . 76) = 1926 . 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 **** i4 TOTAL ROOF WEIGHT = 365 . 9 PLF SIDEWALL A WEIGHT = 33 . 5 PLF SIDEWALL C WEIGHT = 37 . 8 PLF WT FOR INTERIOR FRAMES = 437 . 3 PLF SEISMIC SHEAR TO FRAMES = Ca*C*I*W/R= 87 . 5 PLF Omega=2 . 8 ----> 2 . 8/1 . 7/0 . 75 = 2 . 196 SEISMIC SHERR TO FRAME CONNECTIONS = 192 . 1 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 1 f I CHIEF INDUSTRIES INC. PAGE NO . SEISMIC DESIGN REPORT JOB NO . CO77948 BUILDING A ENGINEER : CH DATE 19-NOV-03 TIME 07 : 52 : 39 - - - - - - - - - ----- -------- -- - - -- - ------- - - - - - - - - - - - - - - - - - - - - - ----------- ------ ---- *** ENDWALL BRACING DESIGN *** TOTAL LATERAL WEIGHT = 81520 . 3 LBS . LATERAL WEIGHT EW B = 6034 . 3 LBS . LATERAL WEIGHT EW D = 6034 . 3 LBS . ORDINARY MOMENT FRAME DESIGN AT ENDWALL B - ---------------- ------------------------ NUMERICAL COEFFICIENT, R = 4 . 50 SEISMIC SHEAR EW (B) = V = Ca*C*I*W/R = 1206 . 9 LBS . EQUIV. FORCE @ EW (B) = V/1 . 4 = 862 . 0 LBS. Omega=2 . 8 - ---> 2 . 8/1 . 7/0 . 75 = 2 . 196 EQUIV. FORCE TO FRAME CONN. = 1893 . 1 LBS . WIND FORCE AT EW (B) = 2697 . 6 LBS . 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 = 1206 . 9 LBS . EQUIV. FORCE @ EW (D) = V/1 . 4 = 862 . 0 LBS . Omega=2 . 8 ----> 2 . 8/1 . 7/0 . 75 = 2 . 196 EQUIV. FORCE TO FRAME CONN. = 1893 . 1 LBS . WIND FORCE AT EW (D) = 2697 . 6 LBS . WIND CONTROLS ENDWALL D OMF DESIGN Ir I I` CHIEF For Office Use Only c.,.,l.—..,M Order Number % % P 0*8,,:075 r-1 I-M NE 08W2.707I Quote Number Pwr,Jae,3824820 � J O _ Farm C-216/June-95 Page 8 0f I v -o U _U ) r') r, 7 w m 0 vi T-) o U w r J W N N 4 N QL 110 / 1 x Q `�l rn ^1 X r� IN o o 2 � V � Q 2 •h � � \ + I \ x I � Uj � v � x _ I T . , J z \ r Cj7- ? 7 Z m U � 2 CO q n ? co Z U X U ,� x - CHIEF For Office Use Only CNO IM Order Number PO 0-2078 Gd I,I.M,NE 68802.2075 'Ph.-(308)382-8820 Quote Number Form C-216/June-95 Page of 4 41A J J c )" 1-s V, U)cy 'Icl, de 4""�f7-0,,, no I 'l-eiLle- 16 -M clo o r,A elt d 4-cam 1.1 aJ/1 C:7f n c app 440 JA.9 KZU 410 I'l-) Ira T, r- P3 p Z ,0 4OAQ CqSC, P/ PZ p 41 6 6,60 660 �D pq 5 j 11 P3 py 5 IAJ 1, 10 p p ('/, 225- 7 3) 660 - CHIEF For Office Use Only Chief Indusirles,Inc Order Number P 0 Box 2070 Gr.nd IsI.nd,NE SB802-2078 Pn.n.(308)382-a820 Quote Number Form C-216/June-95 Page I C) of C6 0 oPp F2 Pr —4) PZ 4it L 2,3ol 3,r 6 7)� 1,z2y 9 It 0,'Yq q 2- L9 23 823 33 /6, '70116, ?T' :2, 3o I F3 6 Y 5 6"V7 q q w CA,1A S e 0 ,7 fa 0 � _'F L (-I -it lU Ill p C() t 8, 00 10"Yo 2 6 5" C ,:e ,. �� I c0779eY8 11 �7- I c`s-?3T - IV I:5T 5E15,"OdC - Pla-) North . SerSiprC wt5 , - so I 4a -o 6B0# 700 AL -/o ' 6 8p� Rood' c1�'aph�4�- C8F R - S 6 -120 2, Z 3 soj fir p e Sp o Cq = v- 3 6 C = 2,Sa o(,'4phiaSm Shea,- yrea�� � � 2•S Ca r CisV ) or O,S CeL tn/ • - C�1 ci�ohia� �Z7 Sh ?Qi - �, 5 �•36)�l-O J �!A/ � - °• SC�,36 ) 0)(366o t 6 6 0Ir-4- 2Y60 6s1 700 A') = 13172 4# S�cow� on /T px f- ova LY e , lira p d Fra m e yar F -C U S e l'S,vi,'c 805e sheoe bra �e d =�rl�, e = 2,5 Ca .s, 6 <36G0 680#(2) 2yb0f 6s, 7oo °i� /l, 7bo # A3y-ore S ba / S 4 q r i � �` - '�ils� 017� Max -Z ZIP = 2 - 2p�. 333 7 o = i, z92 r I Ob a 9911 00 IQ Q .1 cc 44 co tu A rn co t4 0 CA, I)o O Qo 10 OD 10 C—r 0 J0 co 14) NO MA Oo -N 0 1 Ivy, Ilk 00 ku Ili 10 T It Li o LL LL (Y) (\4 rA iI 1 �r Co779Y g � % EA .Sr - 1-/FS7, E _ rah 7L EV 450 C744y5p3 Ey = O raced oct`j = /S 96 ff- 1-3 = 5065 V c4 CU rF , t = So 6 5 `r </6 '/�=�J -Y0 5, ✓a ct �O%�'P = C S,U 65 �` yrJ5319 j ` = 6 , Y3 -no = 2. 2 c(P �avC 57r��� f� 4.0 res,.sf -20 Crod �*'rfe ) _ 2, 2 (-"6, q7 _ /y, 27 !c G!)GPpr 22 ; Oivlsio�► �S = Fy /4 Fy = 36 o S-0 ?7 2 _ C( Z d = - 7foY E use �/y ro cl.s I%, .s1. cue rvad,l CoMectoi �3�7uf �J- r'A) - Prnax = 1f, S7S k -(?0 CPrnax ) = 2, 2 575 1<) /o, 06 EaYe Sf-i�f �z✓►cd C° nnecff'0 '1 mu.,) f//30ve �P�s�' n �5 4 6 o�es �4 lc3-r 4.s0 a�Pn� �� o f /0- 06 'Z1,-7 = S. 92 w/o V3 sfi'Pss �� cr�n�e W I T}4 ST rZESS dun wi�1 d �ij�rQ�rt �D clue �� ea ve 1'rc�f w p' �1. 7,8 k sfi-�f logd � s/b mac,; a.,( l o c� c,r,.► d p'��� �n.s i I CO7771 -5ToA-f o IF T - EAST- WEST- "SC-/sM l c a. 20 vV.- 00 F TIZU.ss Z) FF LE cT"! AT- - 4s IL, vsz 757 tiiaj nn 1 I .f ,- I,2o9 , v26 L-o,4 a IN F114A,c� i!d K,IE to l r�crZ o/Lr�:r'c GC31C/�(. f F� c3 } I• �Y ;Z X rs41 l `rM +r,4--.452k f I —.757k i is � I w I _1 0 1,2 I 1 6 I I� I 1.7 Loads:LC 1,longitudinal E t I Results for LC 1,longitudinal E 11 Reaction units are k and k-ft December 12, 2003 Craig Hanson, P.E. 1:26 PM — co77948rt.r2d �r 4 �. 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 j 2 ! Boundary Conditions Joint Label X Translation Y Translation Rotation (k/in) (k/in) (k-ft/rad) N1 Reaction Reaction N6 I Reaction Reaction Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress (ksi) (ksi) Ratio (per 1015 F) (k/ft^3) (ksi) STL I 29000 i 11154 —�3 I .65 .49 ! 36 Joint Coordinates Joint Label X Coordinate Y Coordinate Joint Temperature (ft) (ft) (F) N 1 - 0 v-�— 0 0 N2 0 20 0 N3 0 i 40 0 _ N4 20 40 I 0 N5 20 20 __ 0 - N6 20 0 1 0 - - -- Joint Displacements, By Combination LC Joint Label X Translation Y Translation Rotation (in) (in) (radians) j 1 I NI -�-0�—�-- -_- 0 4.30 N2 I -•uyl ! 002 T 2.uuje_ N3 -.003 1.3' - N4 =� 0_-- 1.204e-4 .ITj N 5 - 0 I e- N6 �^ 0I 4.457e-4 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*SA 2/ft) L N-4 - L - X - -.452 _---I N5 L X -.757 Reactions, By Combination LC Joint Label X Force Y Force Moment (k) (k) (k-ft) 1 N1 01$ - — 1 N6 1.`i 9'i - 0 Totals: I.zua COG (ft): NU NU Load Combinations Num Description Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor 1 longitudinal E RISA-2D Version 5.5 [C:\RISA\co77948rt.r2dj Page 1 i Member Section Forces, By Combination LC Member Label Section Axial Shear Moment (k) (k) (k-ft) f M 1 1 1.661 —OT8 I 0 OS 4 'i 6 0' Z66 018 .Jbb I M2 1 .4 Ski:u'fd 355� z489 - 0'f$ Zt6 489 I .01 .178 I i 0 M3 1 -. -.Uluj 7 9 .09 i9 .193 a .29 i M4 86 I IU19 Igo U U19uyi u M5 u I j I I I M6 u/ t�= 3 1.207— .1 1-207 M7 I I -. 4 -.692I M8 1 1-6_j+--1.657 —-----U_ i I I 4 j -1.657 1 —U- -r - - 5 j -1.657 �- Member Data Shape/ Material Phys End Releases End Offsets Inactive Member Label I Joint J Joint Rotate Section Set Memb I-End J-End I-End J-End Code Length (degrees) Set TOM AVM AVM (in) (in) (ft) M1 N1 N2 I RAFTER STL Y I ! 20 r M2 N2 I N3 RAFTER STL LY I 20 M3 I N6 N5 i _ I RAFTER STL Y 20 i I M4 N5 N4 r RAFTER STL Y 20 M5 N3 I N4 I STRUT STL Y PIN PIN 1 1 1 1 20 M6 N2 I N5 STRUT STL Y PIN PIN I 1 1 7_201 M7 N3 N5 I ROD STL Y I PIN I PIN I 1I 128.2841 M8 N2 I N6 I ROD STL Y PIN I PIN I i 128-284 RISA-2D Version 5.5 [C:\RISA\co77948rt.2d] Rage 2 .�, I I I S o% l r T o55(o V e/667V .222Z V . 1212V 2222V , /III V OMF A = -,l- S -20 = 2. 8 zo/le 3 so/I 4-7 Pe So r= f. 0 SO Cct = o.36 sheer. �/o ?a' MP.3 - 6Q�e �� 7�- area - 2z2 Z V rv�aK a4 O, a O �1/ = 66D Too -(- 36 6o 9 {- 2c,60 � = 71) 8 20 � 7/j BZo 36 > C/) /Y, 3 6 V Yl - /y36q oss6 ) f- 6 80 *-(2,5)(, 36 )1Y� 5- Yz = /Y36Y 9- ( , /66 7) _ 2.395 f vY = V6 = VS = 1Y36Iq 2222 ) _ .3/92 V!o = /`t36q * 1 680 ( �.�) r. 3 ),��.5 1732 zzzz v i E-- - V720,, _ - d l-21 < / E - y ��i CO-7-7 7 q iq4 LONGI rUO r 41- ' -LUINa 8Rq -I,%j 4Pf W p��SS4/Z� q �c{��IU� r� 66 17q �4r Lis OF- eo 1'N P 3 —� PIP /0l _ (, 01$5.3X 3 ) ( 6, 75' - /3, 33') - o. 8 23 I = (, 01853)(1.3 ) (Zo')� 17, 83� 13, 34j') �,0`�7 p.3 = (. 01853)(1.3) %o ,tea) ( )8, gi7 '- 13, 333 ') Z = . 823 (2) + - 077 (Z) 4- /, Z25 (2� = 8, lq k op +V0 516APFCA s14[ELoly G �9Fl4�No � �ico�u 14o,T,4cE/VT mT4A4r5; rG/Vc�nE Aj 11v o ON �4 A?r-,4 OF O P C- v FIL4 m,& • 70kstoIV41. FO ACEJ Ca) (/. ( Y6) /'0) t- (1,0'17)( 2 (l,22T) C z ) rqo; . //60 ' = 1, I z y L04a pC2 8.R4cca /3,4Y = 6, /7 ' /3 :2. 73 u ` 2, 73 � � lra .2o ) _ �2 , 18 ►` .� 1 I I CO 77 4 Y 9 ZO� l A'Aj J ✓L ems:"tFic 6'; ✓4 4N%l4on- Ro c.0 AuusT H4vE Snae Aj&rP4 E..:rsr .moo E�, = Erb :v !r;( C.0 A ;j 9 v Err, o--1 c x - o, SL3I zz - q, 36 � Yx LoAOJ Fart sT7zC- NGTf-( DFs16 M - r V - 21, 2f 2 ) 4- /,7 7,7/ C!�Cl1, 36 7 6 Z/ 8 51LA�76 7/ S,S7y ,e,), P� = /-7 /7)(.5,9) 6 , 72 k),' > S,S 7 Y a /- 7 (,3.3)(58) _ .32.S9 K),.` 5 y, 363 k "' ��.�1'0'7 93 (56 52//, 7671) _ ?o, 33 > . 3.3 ('S8) = y P c--S 1 sr s E 1-5"c c Fo n-c C� � •/ I 1 C0777YS � G a Pot- L 0, 7 C'c c + .eo PE 0 ( /,7) 0, 7 0) 4- 2,z 2 _ /6, 5 y k-- P3f = (.-76, 8 �s, 8y / ��-7) 266, 0 > 16, 51 IL CO Lest A-1 w �7e/V GT74 Ta 2Es l S T_ -6 x/Al- cO A t kC-53 ON � � 1 � TEN ,Si3O N !S CA- 8-7- �' r a 1 i C:'HIEF' INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. - 1 STEEL STRUCTURES GROUP, INC JOB NO. C077948 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 C077948A01 COL LINES 1, 2 , 4, 6, 8, 10 RIGID FRAME DESIGN . . . . . . . . . . . . . . . . . . . . . . . PAGE F - 6 BUILDING A FRAME C07794BA02 LINES 3 , 5, 7, 9 RIGID FRAME DESIGN . . . . . . . . . . . . . . . . . . . . . . . PAGE F - 22 BUILDING A FRAME C077948A03 COL LINE 10 FOR REACTIONS RIGID FRAME DESIGN . . . . . . . . . . . . . . . . . . . . . . . PAGE F - 38 BUILDING A FRAME C077948A04 COL LINE 1 FOR REACTIONS RIGID FRAME DESIGN . . . . . . . . . . . . . . . . . . . . . . . PAGE F - 52 JACK BEAM AT HIGH SIDE RIGID FRAME DESIGN . . . . . . . . . . . . . . . . . . . . . . . PAGE F - 66 BUILDING A SIDEWALL (A) GIRTS GIRT DESIGN . . . . . . . . . . . . . . . . . . . . . . . PAGE G - 76 BUILDING A ENDWALL (B) GIRTS GIRT DESIGN . . . . . . . . . . . . . . . . . . . . . . . PAGE G - 80 BUILDING A SIDEWALL (C) GIRTS GIRT DESIGN . . . . . . . . . . . . . . . . . . . . . . . PAGE G - 84 Building A Purlins PURLIN DESIGN . . . . . . . . . . . . . . . . . . . . . . . PAGE P - 88 Bldg. A purllins at kicker with axial and uplift PURLIN DESIGN . . . . . . . . . . . . . . . . . . . . . . . PAGE P - 93 Building A purlins at kicker with axial and vertical load PURLIN DESIGN . . . . . . . . . . . . . . . . . . . . . . . PAGE P - 101 BUILDING A WIND DESIGN ROOF SIDEWALL (A) WIND BRACING DESIGN. . . . . . . . . . . . . . . . . . . . . . . PAGE W - 109 BUILDING A WIND DESIGN SIDEWALL (A) WIND BRACING DESIGN. . . . . . . . . . . . . . . . . . . . . . . PAGE W - 113 i '� I I CHIEF 'INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. - 2 STEEL STRUCTURES GROUP, INC JOB NO. CO77948 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. CO77948 CABLE BRACING DESIGN CHART DATE 17-DEC-0: 1 ---------------------- - - - - - - - -- ----------- - - - - - --- - - - - - - - - - - - - - -- - - ------------ CABLE BRACING LOAD CAPACITIES ---------------- --------- ---- Breaking Working Eyebolt Eyebolt Strand Size Strength Strength Size Force ----------- ----- --- -------- ------- - - - - - - +--------+ 1/4" 6 . 65 k 1 3 . 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. CO77948 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. - 5 STEEL STRUCTURES GROUP, INC JOB NO. CO77948 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. CHIEF 'INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 6 FRAME DESIGN DATA JOB NO. CO77948 BUILDING A FRAME CO77948A01 COL LINES 1, 2 , 4, 6, 8, 10 CH DATE 12-16-03 - - --- - - - - -- - - - - - - -- - -- - - - - - - - ---- -- - - - --- - ---- ---- ---- -- - - - - - - - - - - - - - - - - - - - -- - - 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. CO77948 BUILDING A FRAME CO77948A01 COL LINES 1, 2 , 4, 6, 8, 10 CH DATE 12-16-03 LOAD CONDITIONS . . . (CUNTiNUED) 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 . COT, -22 . SET 72 . SR2 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 + 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. CO77948 BUILDING A FRAME CO77948A01 COL LINES 1, 2 , 4, 6, 8 , 10 CH DATE 12-16-03 ---- -- ------- -------- - ------ - - --- - - --- - - ---- --- -------- - - -- ---- ---------- --- - - - 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 . 360 1 2 SB1 GLOB Y CONC 0 . 250 3 .490 2 1 SB2 GLOB Y CONC 0 . 000 -3 .490 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. CO77948 BUILDING A FRAME CO77948A01 COL LINES 1, 2 , 4, 6, 8 , 10 CH DATE 12-16-03 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. C077948 BUILDING A FRAME C077948A01 COL LINES 1, 2 , 4 , 6, 8, 10 CH DATE 12-16-03 - - - - -------- - -------- ---- - - - - - - ---------------- - --- -- - -- - - - - - - -- -- - - --- ----- ------ 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 - 11 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. CO77948 BUILDING A FRAME CO77948A01 COL LINES 1, 2 , 4 , 6, 8 , 10 CH DATE 12-16-03 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 + 1/2WLR + SL --- - -- -- - -- - - 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 LHIEF' INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 12 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. C077948 BUILDING A FRAME C077948A01 COL LINES 1, 2 , 4, 6, 8, 10 CH DATE 12-16-03 ----- - - -- - -- --- - - -- ---- - - -- - - - - -- - ---- ---- - - - -- - --- - -- - - - - - - - - - - - - - - ---- - -- -- -- 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 - 13 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. C077948 BUILDING A FRAME C077948A01 COL LINES 1, 2 , 4 , 6, 8, 10 CH DATE 12-16-03 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) (K1p-YT) (IN) (IN) 1 1 . 5 -0 . 6 0 . 9 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 . 1 -0 . 2 3 . 1 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 . 5 1 . 7 0 . 9 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 . 7 0 . 5 3 . 1 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 + 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 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. CO77948 BUILDING A FRAME CO77948A01 COL LINES 1, 2 , 4, 6, 8, 10 CH DATE 12-16-03 -- ----- - -- -- ---------------- - ----------------- --- - - ---- - - - - - - - - -- -- ----- ------ - 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 . 6 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 REACT 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 . 007 -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. CO77948 BUILDING A FRAME CO77948A01 COL LINES 1, 2 , 4, 6, 8 , 10 CH DATE 12-16-0S - - - - - - - -- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - -- - - - - - - - - - - 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 LHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 16 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. CO77948 BUILDING A FRAME CO77948A01 COL LINES 1, 2 , 4 , 6, 8, 10 CH DATE 12-16-03 - - - -- - --- --- --- - - - -- -- -- - --- -- - - -- -- - - ------ - - - - -- - -- -- -- - - - - .. -. _ .. - - - - - - - - - -. 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 .2 -0 . 8 4 .4 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 .2 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. CO77948 BUILDING A FRAME CO77948A01 COL LINES 1, 2 , 4 , 6, 8, 10 CH DATE 12-16-03 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 . dHIEF 'INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 18 FLANGE BRACE REPORT JOB NO. C077948 BUILDING A FRAME C077948A01 COL LINES 1, 2 , 4, 6, 8 , 10 CH DATE 12-16-03 - - - - - - - - - - - - - - - ---- - -- -- - - --- -- - - - --- - - - - - - - -- -- - - - -- - - - - - - - - - - - - - - - - - - -- - -- - 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 ( . 083") 4 - 2 .25" DIAMETER X 13 GAGE ( . 095" ) 5 - 2 . 5" DIAMETER X 12 GAGE ( . 10911) CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 19 WELD SUMMARY REPORT JOB NO. CO77948 BUILDING A FRAME CO77948A01 COL LINES 1, 2 , 4, 6, 8, 10 CH DATE 12-16-03 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 = 13116 . 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. C077948 BUILDING A FRAME C077948A01 COL LINES 1, 2 , 4 , 6, 8, 10 CH DATE 12-16-03 -- -- - -- -- ---------- - -- ---- - - --- - --- - -- -- - - - ----- - -- -- --- - - - - - - -- - - -- - --- - -- - --- 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. C077948 BUILDING A FRAME C077948A01 COL LINES 1, 2 , 4, 6, 8, 10 CH DATE 12 -16-0� - - --- - - -- -- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - --- - ---- - --- - - - - - - - - - - - - - - - - - - -- - - - - - - - - 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 . 188" -- - - -- ---- -- -- - - - - -- -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -- - - - - - 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" C�IIEF 'INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 22 FRAME DESIGN DATA JOB NO. CO77948 BUILDING A FRAME CO77948A02 LINES 3 , 5, 7, 9 CH DATE 12-16-03 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% S32) /1 .4 100 . DL 100 . COL 72 . SEI 22 . SB2 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 23 FRAME DESIGN DATA JOB NO. C077948 BUILDING A FRAME C077948A02 LINES 3 , 5, 7, 9 CH DATE 12-16-01 - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - LOAD CONDITIONS . . . (CONTINUED) 21 = DL + (30% SEISMIC LEFT + SB2) /1 .4 100 . DL 100 . COL 22 . SEI 72 . SB2 22 = DL + (SElSM1L RiGhT + 30% S.B2) /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 + 30% SB1) /1 .4 71 . DL 71 . COL-157 . SEI 17 . SB1 31 = . 9 DL + (30% SEISMIC RIGHT + S31) /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 (2HIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 24 LOADING SUMMARY JOB NO. CO77948 BUILDING A FRAME CO77948A02 LINES 3 , 5 , 7, 9 CH DATE 12-16-03 - --------------------- ------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------- 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 . 360 1 2 SB1 GLOB Y CONC 0 . 250 3 .490 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. CO77948 BUILDING A FRAME CO77948A02 LINES 3 , 5, 7, 9 CH DATE 12-16-03 - - - -- - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -- - - - - - -- - - - - - - - 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 COEFFTCTENT = 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 - 26 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. CO77948 BUILDING A FRAME CO77948A02 LINES 3 , 5 , 7, 9 CH DATE 12-16-03 ---- --- ---- -------- - --- - ---- - --- ------ - --- - -- _ _ _ - -- - - - - - - - - - - - - - - - - - - - -- - - ----- - - 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 DEFLECTIONS REPORT JOB NO. CO77948 BUILDING A FRAME CO77948A02 LINES 3 , 5, 7, 9 CH DATE 12-16-03' 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 -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 + 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 - --- - - - - - - - - - - - - - - - - - - - ----- -- --- --- -- - ------- - - ----- -- - - - - - - --- - - - - - - - - - - - - - - - CHIEF, INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 28 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. CO77948 BUILDING A FRAME CO77948A02 LINES 3 , 5, 7, 9 CH DATE 12-16-03 - - -- - - - --- - - --- -- - - -- -- - - --- -- -- - - --- ---- - - - - - - - - - - - - - - - - -- -- - - - -- - - - - - - -- --- - -- - -- 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. C077948 BUILDING A FRAME C07794OA02 LINES 3 , 5, 7, 9 CH DATE 12-16-03 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 0 . 9 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 . 9 0 . 0 3 . 1 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 . 6 0 . 0 0 . 9 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 . 1 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 --------- --------------- - - - - -- ---- -- - ------ - - -------------------------------- - - C'HIEF 'INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 30 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. CO77948 BUILDING A FRAME CO77948A02 LINES 3 , 5, 7, 9 CH DATE 12-16-03 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. CO77948 BUILDING A FRAME CO77948A02 LINES 3 , 5, 7, 9 CH DATE 12-16-0� - - - - - - - -- ------------- -- - -- ----- ----------------- ---- - - - - - -- - - - - - - - ------------- 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 DEFL 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. CO77948 BUILDING A FRAME CO77948A02 LINES 3 , 5, 7, 9 CH DATE 12-16-03 - - - - --- ---- - - - - ----- - ------- - - - - - - -- -- - --- - - -- - - - - - - - - -- - - - - - -- ------- - - -- - - - - - 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 - 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 . 5 0 . 0 4 .4 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. C077948 BUILDING A FRAME C077948A02 LINES 3 , 5, 7, 9 CH DATE 12-16-03 - - - - - - - ---- -- - - - - - - - -------- - - - - -- - -- - - --- - ---- - - - - - - - - - - - - - - - - - - - ------- -- -- -- 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 . (�HIEF' INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 34 FLANGE BRACE REPORT JOB NO. CO77948 BUILDING A FRAME CO77948A02 LINES 3 , 5, 7, 9 CH DATE 12-16-03 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - -- - ---- - - -- - - - - - - - - - - - - - - - - - - - -- - -- - - - - 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 ( . 08311) 4 - 2 .25" DIAMETER X 13 GAGE ( . 095") 5 - 2 .5" DIAMETER X 12 GAGE ( . 10911 ) CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 35 WELD SUMMARY REPORT JOB NO. CO77948 BUILDING A FRAME CO77948A02 LINES 3 , 5, 7, 9 CH DATE 12-16-03' - --- ---- - - - - - -------- --------- -------- --------- ---- - - - - - - - -- - - ----------------- - 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 - -------------------------- -- -------------------------- --------- - - - - - - - - - - - - - - - CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 36, CONNECTION REPORT JOB NO. CO77948 BUILDING A FRAME CO77948A02 LINES 3 , 5, 7, 9 CH DATE 12-16-03 - - -- - - -- - - - - -- - - - -- - - - - -- -- -- -- - ------------ - - - - - - - - - - - -- - - - - - - - -- ------- - -- - -- - - 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 - 37 ANCHOR BOLTS AND BASE PLATES JOB NO. CO77948 BUILDINC A FRAME CO77948A02 LINES 3 , 5, 7, 9 CH DATE 12-16-03 - - - - - - - ------------------------ ------------ - - -- - - - - SUPPORT JOINT 1 -- EXTERIOR COLUMN CRITICAL REACTIONS LOAD CONDITION ------- - - ------------- ----------------- HORIZONTAL. . 3 . 12 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 . 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" C�IIEF.'INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 38 FRAME DESIGN DATA JOB NO. C077948 BUILDING A FRAME C077948A03 COL LINE 10 FOR REACTIONS CH DATE 12-16-03 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+SEISMIC LEFT/1 .4 100 . DL 100 . COL 72 . SEI 11 = DL+SEISMIC RIGHT/1 . 4 100 . DL 100 . COL -72 . SEI 12 = . 9 DL+SEISMIC LEFT/1 .4 90 . DL 90 . COL 72 . SEI 13 = . 9 DL+SEISMIC RIGHT/1 .4 90 . DL 90 . COL -72 . SEI LOAD CONDITIONS FOR SEISMIC COLUMN TO GIRDER CONNECTIONS . . . 14 = DL+SEISMIC LEFT/1 .4 78 . DL 78 . COL 157 . SEI 15 = DL+SEISMIC RIGHT/1 .4 78 . DL 78 . COL-157 . SEI 16 = . 9 DL+SEISMIC LEFT/1 .4 71 . DL 71 . COL 157 . SEI 17 = . 9 DL+SEISMIC RIGHT/1 .4 71 . DL 71 . COL-157 . SEI CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 39 FRAME DESIGN DATA JOB NO. C077948 BUILDING A FRAME C077948A03 COL LINE 10 FOR REACTIONS CH DATE 12-16-0J - -- -- - --- - - - - -- - - - - - - - - - - - - - -- -- - - -- - ------ - - - --- - - -- - - --- - -- - - - -- - -- - - -- - - -- - - LOAD CONDITIONS FOR REACTIONS & DEFLECTIONS . . . 18 = DL 100 . DL 19 = COL 100 . COL 20 = LL 100 . LL 21 = SL 100 . SL 22 = WLL 100 . WLL 23 = WLR 100 . WLR 24 = WLE 100 . WLE 25 = SEI 100 . SEI 26 = BR1 100 . BR1 CHIEF, INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 40 LOADING SUMMARY JOB NO. C077948 BUILDING A FRAME C077948A03 COL LINE 10 FOR REACTIONS CH DATE 12-16-03 - - ---- - --- - ---- - --- - -- - - - - - --- - --- ------- - --- -- -- - - - - - - - - - - - - - - --- - - - - - - ---- -- - 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 (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 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 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 41 LOADING SUMMARY JOB NO. CO77948 BUILDING A FRAME CO77948A03 COL LINE 10 FOR REACTIONS CH DATE 12-16-OJ ------ - - - -- --- - - - - - - - - - - - - - - - --- --- - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - ---- -- - - -- - - - J1 J2 GROUP SYST DIR TYPE DIST LOAD *E or L LOAD - - - - - - - - - - - - - - - - - - - - - -- - - - ----- - - - - - - - - - -- - -- 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 C'.OEFYiC CENT _ -0 . '/000 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 THIEF' INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 42 FRAMEREACTIONS AND DEFLECTIONS REPORT JOB NO. C077948 BUILDING A FRAME C077948A03 COL LINE 10 FOR REACTIONS CH DATE 12-16-03 -- - ---- ---- - -- -- - ------ -- ---- - - - -- - -- - - - -- ---- --- - - - - -- -- - - - - - - - - - - - - - - - -- - -- - - 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. CO77948 BUILDING A FRAME CO77948A03 COL LINE 10 FOR REACTIONS CH DATE 12-16-0� - - - - - - - - - - - - - - - - - -- - - - -- - -- -- - ---------- ------- - - - - - - --- - -- ---- ---------- 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 VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFL DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 -1 . 6 -0 . 5 0 . 0 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+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 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 44 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. CO77948 BUILDING A FRAME CO77948A03 COL LINE 10 FOR REACTIONS CH DATE 12-16-03 ------------ - ---- - -- - ---- - -- -- -- -- -- - - -- -- - - -- - ----- -- - --- - - - - - - - - -- -- - - - - - - - - - - - LOAD COND 11 - 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 12 - . 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 13 - . 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 LOAD COND 18 - 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 19 - 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 - 45 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. CO77948 BUILDING A FRAME CO77948A03 COL LINE 10 FOR REACTIONS CH DATE 12-16-03 LOAD COND 20 - 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 21 - 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 22 - 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 23 - 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 24 - 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 �'HIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 46 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. C077948 BUILDING A FRAME C077948A03 COL LINE 10 FOR REACTIONS CH DATE 12-16-03 LOAD COND 25 - 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 26 - 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 0 . 0 0 . 0 0 . 0 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 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 47 DESIGN SUMMARY REPORT JOB NO. CO77948 BUILDING A FRAME CO77948A03 COL LINE 10 FOR REACTIONS CH DATE 12-16-03' 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) (KIP-FT) (KSI) (KSI) (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 . `�� ,p I I l I I� } f CHIEF" INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. W - 116 BUILDING A WIND DESIGN SIDEWALL (A) JOB NO. CO77948 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 _ _ _ _ - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - -- - - - - - --- - - -- -- lg _ 83 1 ES 812 DL+LL 0 . 00 3 . 80 0 . 389 lg , 83 1 ES 812 DL+WL 7 . 58 0 . 00 0 . 181 2 0 _ 0 0 2 ES 812 DL+LL 0 . 00 4 .29 0 .439 2 0 . 0 0 2 ES 812 DL+WL 7 . 58 0 . 00 0 . 181 20 . 00 3 ES 812 DL+LL 0 . 00 4 . 29 0 .439 20 . 00 3 ES 812 DL+WL 7 . 58 0 . 00 0 . 181 20 . 00 4 ES 812 DL+LL 0 . 00 4 . 29 0 .439 20 , 00 4 ES 812 DL+WL 7 . 58 0 . 00 0 . 181 2 0 _ 0 0 5 ES 812 DL+LL 0 . 00 4 . 29 0 .439 20 . 00 5 ES 812 DL+WL 7 . 58 0 . 00 0 . 181 20 . 00 6 ES 812 DL+LL 0 . 00 4 . 29 0 .439 2 0 . 0 0 6 ES 812 DL+WL 7 . 58 0 . 00 0 . 181 20 . 00 7 ES 812 DL+LL 0 . 00 4 . 29 0 .439 2 0 , 0 0 7 ES 812 DL+WL 7 . 58 0 . 00 0 . 181 20 . 00 8 ES 812 DL+LL 0 . 00 4 . 29 0 .439 20 . 00 8 ES 812 DL+WL 7 . 58 0 . 00 0 . 181 18 . 83 9 ES 812 DL+LL 0 . 00 3 . 80 0 . 389 18 . 83 9 ES 812 DL+WL 7 . 58 0 . 00 0 . 181 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- - -- - - - - -- - ---- - - - -- - -- - - - - -- - - - - - - - - - - - DL = DEAD LOAD LL = LIVE LOAD WL = WIND LOAD USE (2) 5/8" BOLTS WITH WASHERS AT BOTH ENDS OF EACH EAVE STRUT q CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. W -, .115, BUILDING A WIND DESIGN SIDEWALL (A) JOB NO. C077948 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 814 Z 816 Z 814 Z 816 Z 814 Z 816 Z 816 NBOLTS : 2 2 2 2 2 2 2 2 2 2 AXIAL LOAD 2 . 61 2 . 61 4 . 76 0 . 00 4 . 76 0 . 00 4 . 76 2 . 61 2 . 61 UNITY CHECK: 0 . 832 0 . 777 0 . 873 0 . 831 0 . 859 0 . 831 0 . 873 0 . 777 0 . 832 FOR LC NUM 5 1 5 1 5 1 5 1 5 TOP ANGLES 2 1 1 1 1 1 1 1 2 DOT ANGLES 1 1 1 1 1 1 1 1 1 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 NBOLTS :2 2 2 2 2 2 2 2 2 2 AXIAL LOAD 1 . 35 1 . 35 1 . 35 0 . 00 1 . 35 0 . 00 1 .35 1 . 35 1 . 35 UNITY CHECK: 0 . 529 0 . 548 0 . 587 0 . 585 0 . 571 0 . 585 0 . 587 0 . 548 0 . 529 FOR LC NUM : 1 1 1 1 1 1 1 1 1 TOP ANGLES : 2 1 1 1 1 1 1 1 2 DOT ANGLES : 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 - 114 BUILDING A WIND DESIGN SIDEWALL (A) JOB NO. CO77948 WIND BRACING DESIGN CIi DATE 19-NOV-03 ----------- - - - - - - - - -------------- - -------------------------------------------- BRACE 3 BAYS HORIZONTAL REACTION IN BRACED BAYS= 8 . 33 KIPS ------ ---------- ----------------- - - ------- -- ---------------- -------- - - - - - - - - - - STRUT NUMBERS - 1 2 3 PRES . LOADS (KIP) - 1 .26 2 . 61 1 . 35 SUCT. LOADS (KIP) - 4 . 78 9 . 90 5 . 12 TRUSS LOADS (KIP) - 8 . 33 6 . 32 2 . 16 STRUT LOADS (KIP) - 7 . 58 4 . 76 1 . 35 STRUT SPACE (FT) - 16 . 75 20 . 03 19 .28 BAY NO. 3 5 ROD ROD ROD DIAMETER (IN) - 0 . 750 0 . 750 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- . 18/5 . 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 - 113 BUILDING A WIND DESIGN SIDEWALL (A) JOB NO. C077948 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 = 9 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 = 3 . 0363 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 = 1 . 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 18 . 83 PUR SIZES Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 LAPS 2 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 2 . 00 2 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 2 . 00 SAG ANGLES 21 11 11 11 11 11 11 11 21 BRACED BAY NUMBER (S) 3 5 7 - - - -- - -- - -- - -- -- - - - - - - -- - - - - - - - - - - - - - - - - -- - - - - - --- - - -- - - -- - - - - - - - - - - - -- - - - - - - -- - - -- - CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. W - 112 BUILDING A WIND DESIGN ROOF SIDEWALL (A) JOB NO. C077948 WIND BP.ACING 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 . 18 0 . 00 0 . 052 20 . 00 2 ES 812 DL+LL 0 . 00 4 .29 0 . 439 20 . 00 2 ES 812 DL+WL 2 . 18 0 . 00 0 . 052 20 . 00 3 ES 812 DL+LL 0 . 00 4 .29 0 .439 20 . 00 3 ES 812 DL+WL 2 . 18 0 . 00 0 . 052 20 . 00 4 ES 812 DL+LL 0 . 00 4 .29 0 .439 20 . 00 4 ES 812 DL+WL 2 . 18 0 . 00 0 . 052 20 . 00 5 ES 812 DL+LL 0 . 00 4 .29 0 .439 20 . 00 5 ES 812 DL+WL 2 . 18 0 . 00 0 . 052 20 . 00 6 ES 812 DL+LL 0 . 00 4 .29 0 . 439 20 . 00 6 ES 812 DL+WL 2 . 18 0 . 00 0 . 052 20 . 00 7 ES 812 DL+LL 0 . 00 4 .29 0 . 439 20 . 00 7 ES 812 DL+WL 2 . 18 0 . 00 0 . 052 20 . 00 8 ES 812 DL+LL 0 . 00 4 .29 0 .439 20 . 00 8 ES 812 DL+WL 2 . 18 0 . 00 0 . 052 18 . 83 9 ES 812 DL+LL 0 . 00 3 . 80 0 . 389 18 . 83 9 ES 812 DL+WL 2 . 18 0 . 00 0 . 052 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 111- BUILDING A WIND DESIGN ROOF SIDEWALL (A) JOB NO. CO77948 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 NBOLTS : 2 2 2 2 2 2 2 2 2 2 AXIAL LOAD 2 . 61 2 . 92 2 . 92 2 . 92 2 . 92 2 . 92 2 . 92 2 . 92 2 . 92 UNITY CHECK: 0 . 833 0 . 776 0 . 844 0 . 829 0 . 829 0 . 829 0 . 844 0 . 776 0 . 884 FOR LC NUM 5 1 5 1 5 1 5 1 5 TOP ANGLES 2 1 1 1 1 1 1 1 2 DOT ANGLES 1 1 1 1 1 1 1 1 1 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 NBOLTS :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 UNITY CHECK: 0 . 529 0 . 548 0 . 587 0 . 585 0 . 571 0 . 585 0 . 587 0 . 548 0 . 529 FOR LC NUM 1 1 1 1 1 1 1 1 1 TOP ANGLES 2 1 1 1 1 1 1 1 2 DOT ANGLES 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 - 110 BUILDING A WIND DESIGN ROOF SIDEWALL (A) JOB NO. C077948 WIND BRACING DESIGN CII DATE 19-NOV-03 -------------------- -------------------------------------- - -- - - - - - - - -- - BRACE 8 BAYS HORIZONTAL REACTION IN BRACED BAYS= 1 .21 KIPS ----------------------- ---- - - - - - - - - - - - - - - - - ----------------- - - - - - - - - -- - - - - - - - - STRUT NUMBERS - 1 2 3 PRES . LOADS (KIP) - 1 . 26 2 . 61 1 . 35 SUCT. LOADS (KIP) - 1 . 09 2 . 25 1 . 16 TRUSS LOADS (KIP) - 1 .21 0 . 92 0 . 31 STRUT LOADS (KIP) - 2 . 18 2 . 92 1 . 35 STRUT SPACE (FT) - 16 . 75 20 . 03 19 .28 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 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 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 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 - - - - ----------------------------------- ---- - --- ----- -------------- ----- -- --- - - 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 109 BUILDING A WIND DESIGN ROOF SIDEWALL (A) JOB NO. CO77948 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 = 9 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 = 0 . 6904 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 = 1 . 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 18 . 83 PUR SIZES Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 Z 816 LAPS : 2 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 2 . 00 2 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 1 . 00 2 . 00 SAG ANGLES : 21 11 11 11 11 11 11 11 21 BRACED BAY NUMBER (S) 2 3 4 5 6 7 8 9 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 108 Building A purlins at kicker with axial and vertical load JOB NO. C077948 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 BAY SPACES 18 . 8 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 18 . 8 PURLIN SIZE 812 816 816 816 816 816 816 816 812 ROLL FORCES AT THE SUPPORTS : 1 . 1 1 . 7 2 . 0 2 . 1 2 . 0 2 . 0 2 . 0 2 . 0 1 . 7 1 . 2 NUMBER OF ANTI-ROLL CLIPS REQUIRED: 0 1 1 1 1 1 1 1 1 0 TOP ANGLES 2 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 . 1 1 .2 POSITIVE FORCES ARE TO RESIST UPHILL ROLL A CHIEF INDUSTRIES INC . WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 107 Building A purlins at kicker with axial and vertical load JOB NO. CO77948 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 PNT. LD 2 = 0 . 790 KIPS AT 173 . 83 ' FROM LEFT END - --- --- - --- - - -- - - --- -- --- - --- --- - ----- - -- - - ------- - -- - -- - - -- -- - - - - - - - - - - - - - - - - -- - - -- - - BAY NO. 1 2 3 4 5 6 7 8 9 BAY SPACES 18 . 8 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 18 . 8 PURLIN SIZE 812 816 816 816 816 816 816 816 812 PUR SPACE 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 2 BOT ANGLES 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 3 . 00 - - - - - - -- - - - - - - - -- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - THE MAXIMUM UNITY CHECK IS 0 . 858 IN BAY 2 TOTAL WEIGHT = 717 . 80 LBS CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 106 Building A purlins at kicker with axial and vertical load JOB NO. C077948 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 AXIAL LOAD IN BAY 9 = 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 . 108 -0 .29 10 . 00 -0 .40 0 . 083 BND 2 6 20 . 00 -0 . 02021 816 -0 . 102 -0 .28 9 . 97 -0 .40 0 . 085 BND 4 7 20 . 00 -0 . 02021 816 -0 . 118 -0 . 29 10 . 11 -0 .41 0 . 085 BND 2 8 20 . 00 -0 . 02021 816 -0 . 068 -0 .24 9 . 61 -0 . 39 0 . 079 BND 2 9 18 . 83 -0 . 01878 812 -0 . 195 -0 . 75 11 . 75 -0 .43 0 . 159 AXL 2 EXT 1 . 17 -0 . 03753 812 0 . 000 -0 . 18 - -- - - - - - - - --- --- - ---- - ----- - --- --- - - --- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - THE MAXIMUM UNITY CHECK IS 0 . 159 IN BAY 9 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 105 / Building A purlins at kicker with axial and vertical load JOB NO. CO77948W., 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 AXIAL LOAD IN BAY 9 = 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 . 68 0 . 60 0 . 222 BND 2 3 20 . 00 0 . 01523 816 0 . 000 0 . 31 8 . 90 0 .23 0 . 088 BND 3 4 20 . 00 0 . 01523 816 -0 . 034 0 . 18 10 . 32 0 . 33 0 . 078 BND 2 5 20 . 00 0 . 01523 816 -0 . 025 0 .23 9 . 98 0 . 30 0 . 061 BND 4 6 20 . 00 0 . 01523 816 -0 . 033 0 . 19 9 . 76 0 . 30 0 . 075 BND 4 7 20 . 00 0 . 01523 816 -0 . 007 0 .29 10 . 88 0 . 32 0 . 078 DEF 8 20 . 00 0 . 01523 816 -0 . 079 0 . 04 7 . 05 0 .25 0 . 181 BND 4 9 18 . 83 0 . 01666 812 0 . 076 1 . 79 15 . 02 0 . 54 0 . 234 AXL 2 EXT 1 . 17 -0 . 00209 812 0 . 000 0 . 56 - - ---- -- - ------ -------- -------- - ------------------------------------------------ THE MAXIMUM UNITY CHECK IS 0 .287 IN BAY 1 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 104 Building A purlins at kicker with axial and vertical load JOB NO. CO77948 L'URLIN 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 POINT LOAD 2 = 0 . 790 KIPS AT 173 . 83 ' 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 . 368 2 . 66 9 . 74 3 .26 0 . 753 S+B 3 4 20 . 00 0 . 17292 816 0 . 270 2 . 34 10 . 07 3 . 52 0 . 754 S+B 2 5 20 . 00 0 . 17292 816 0 . 307 2 .46 10 . 00 3 .45 0 . 707 BND 4 6 20 . 00 0 . 17292 816 0 .273 2 . 35 9 . 94 3 .45 0 . 749 S+B 3 7 20 . 00 0 . 17292 816 0 . 359 2 . 64 10 .23 3 . 51 0 . 748 S+B 2 8 20 . 00 0 . 17292 816 0 . 102 1 . 72 9 . 21 3 . 28 0 . 814 BND 4 9 18 . 83 0 . 17482 812 0 . 622 6 . 01 12 . 81 4 . 11 0 . 787 DEF EXT 1 . 17 0 . 14982 812 0 . 000 2 . 02 THE MAXIMUM UNITY CHECK IS 0 . 858 IN BAY 2 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 AXIAL LOAD IN BAY 9 = 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 . 143 1 . 19 9 . 66 1 . 39 0 . 326 BND 4 4 20 . 00 0 . 07499 816 0 . 089 1 . 00 10 . 10 1 . 53 0 . 330 BND 2 5 20 . 00 0 . 07499 816 0 . 108 1 . 07 10 . 00 1 . 49 0 . 306 BND 4 6 20 . 00 0 . 07499 816 0 . 090 1 . 01 9 . 92 1 .49 0 . 327 BND 4 7 20 . 00 0 . 07499 816 0 . 136 1 . 17 10 .29 1 . 53 0 . 324 BND 2 8 20 . 00 0 . 07499 816 -0 . 056 0 . 68 9 . 00 1 .40 0 .400 BND 4 9 18 . 83 0 . 07642 812 0 .276 3 . 06 13 . 61 1 . 86 0 . 515 DEF EXT 1 . 17 0 . 05767 812 0 . 000 1 . 06 - - - - - - ----- --- ---- --- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------- - - - - - - - - - - - - - - THE MAXIMUM UNITY CHECK IS 0 . 580 IN BAY 1 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - , 103 Building A purlins at kicker with axial and vertical load JOB NO. CO77948 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 . 732 S+B 3 4 20 . 00 0 . 17292 816 0 .281 2 . 37 10 . 04 3 . 49 0 . 735 BND 2 5 20 . 00 0 . 17292 816 0 . 301 2 .45 10 . 00 3 . 45 0 . 709 BND 4 6 20 . 00 0 . 17292 816 0 .281 2 . 37 9 . 96 3 . 45 0 . 735 BND 4 7 20 . 00 0 . 17292 816 0 . 332 2 . 56 10 . 15 3 . 49 0 . 732 S+B 2 8 20 . 00 0 . 17292 816 0 . 179 1 . 94 9 .48 3 . 34 0 . 675 BND 4 9 18 . 83 0 . 17482 812 0 .410 4 . 34 11 . 70 3 . 86 0 . 563 DEF EXT 1 . 17 0 . 14982 812 0 . 000 1 .42 THE MAXIMUM UNITY CHECK IS 0 . 735 IN BAY 6 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 .218 -1 . 30 10 . 04 -1 . 91 0 .401 BND 2 5 20 . 00 -0 . 09455 816 -0 . 232 -1 . 34 10 . 00 -1 . 89 0 . 388 BND 4 6 20 . 00 -0 . 09455 816 -0 . 218 -1 . 30 9 . 96 -1 . 89 0 .401 BND 4 7 20 . 00 -0 . 09455 816 -0 . 254 -1 . 39 10 . 14 -1 . 91 0 . 399 BND 2 8 20 . 00 -0 . 09455 816 -0 . 144 -1 . 08 9 . 52 -1 . 83 0 . 363 BND 2 9 18 . 83 -0 . 09312 812 -0 . 311 -2 . 29 11 . 73 -2 . 08 0 . 382 BND 3 EXT 1 . 17 -0 . 09312 812 0 . 000 -0 . 77 - - - - - - - - - - -- -- ----- - - - - - - -- - -- - - --------- - - - - - -- - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - - THE MAXIMUM UNITY CHECK IS 0 .401 IN BAY 6 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 102 Building A purlins at kicker with axial and vertical load JOB NO. CO77948 URLIN DESIGN CIl 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 - 101 Building A purlins at kicker with axial and vertical load JOB NO. CO77948 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 2 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 BAY LENGTH 18 . 83 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 18 . 83 SPACING 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 SIZES 812 816 816 816 816 816 816 816 812 T SAG ANG 2 1 1 1 1 1 1 1 2 B SAG ANG 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 3 . 00 LAP RIGHT 3 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 3 . 00 0 . 00 EXTENSIONS LEFT EXTENSION (FT) = 1 . 166667 RIGHT EXTENSION (FT) = 1 . 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 - 100 Bldg. A purllins at kicker with axial and uplift JOB NO. CO77948 DURLIN 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 BAY SPACES 18 . 8 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 18 . 8 PURLIN SIZE 812 816 816 816 816 816 816 816 812 ROLL FORCES AT THE SUPPORTS : 0 . 8 1 . 6 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 2 . 0 1 . 6 0 . 8 NUMBER OF ANTI-ROLL CLIPS REQUIRED: 0 1 1 1 1 1 1 1 1 0 TOP ANGLES 2 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 0 . 8 POSITIVE FORCES ARE TO RESIST UPHILL ROLL CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 99 Bldg. A purllins at kicker with axial and uplift JOB NO. C077948 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 PNT. LD 2 = -0 . 790 KIPS AT 173 . 831FROM LEFT END BAY NO. 1 2 3 4 5 6 7 8 9 BAY SPACES 18 . 8 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 18 . 8 PURLIN SIZE 812 816 816 816 816 816 816 816 812 PUR SPACE 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 2 BOT ANGLES 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 3 . 00 - -- -- -- - - - - - - - -- - - - - - - - - -- - - - - - - - - - --- - - - - - - -- - - -- - - -- - - - - - - - - - - -- - THE MAXIMUM UNITY CHECK IS 0 . 850 IN BAY 1 TOTAL WEIGHT = 717 . 80 LBS CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 98 Bldg. A purllins at kicker with axial and uplift JOB NO. CO77948 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 AXIAL LOAD IN BAY 9 = 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 .41 -0 . 35 0 . 091 BND 4 4 20 . 00 -0 . 02021 816 -0 . 095 -0 . 26 10 . 17 -0 .42 0 . 093 BND 2 5 20 . 00 -0 . 02021 816 -0 . 111 -0 .29 9 . 99 -0 .40 0 . 082 BND 4 6 20 . 00 -0 . 02021 816 -0 . 097 -0 .27 9 . 87 -0 .40 0 . 091 BND 4 7 20 . 00 -0 . 02021 816 -0 . 130 -0 . 33 10 .4'1 -0 .42 0 . 090 BND 2 8 20 . 00 -0 . 02021 816 -0 . 018 -0 . 13 8 .40 -0 . 36 0 . 146 BND 4 9 18 . 83 -0 . 01878 812 -0 . 309 -1 . 88 15 . 01 -0 . 56 0 . 359 BND 3 EXT 1 . 17 -0 . 03753 812 0 . 000 -0 .49 ---------- -- ----------------- ----------- ---------------------------------------- THE MAXIMUM UNITY CHECK IS 0 .404 IN BAY 1 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P -, 97 Bldg. A purllins at kicker with axial and uplift JOB NO. CO77948 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 AXIAL LOAD IN BAY 9 = 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 . 18 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 . 05 0 . 31 0 . 065 BND 2 5 20 . 00 0 . 01523 816 -0 . 029 0 .22 10 . 00 0 . 30 0 . 062 BND 4 6 20 . 00 0 . 01523 816 -0 . 028 0 .21 9 . 95 0 . 30 0 . 065 BND 4 7 20 . 00 0 . 01523 816 -0 . 031 0 .23 10 . 19 0 . 31 0 . 065 BND 2 8 20 . 00 0 . 01523 816 -0 . 020 0 . 16 9 . 35 0 .29 0 . 065 BND 4 9 18 . 83 0 . 01666 812 -0 . 059 0 . 13 11 . 66 0 . 36 0 . 174 AXL 1 EXT 1 . 17 -0, 00209 812 0 . 000 0 . 12 ------------ ------------------------------- ---- - - - - -- - - - - - - -- - - - - - - - - -- - - - -- - - - - THE MAXIMUM UNITY CHECK IS 0 . 174 IN BAY 1 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 96 Bldg. A purllins at kicker with axial and uplift JOB NO. CO77948 iURLIN DESIGN CH DATE 20-NOV-03 - 1- - - - - - -- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - 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 POINT LOAD 2 = -0 . 790 KIPS AT 173 . 83 ' 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 . 732 S+B 3 4 20 . 00 0 . 17292 816 0 . 281 2 . 37 10 . 04 3 . 49 0 . 735 BND 2 5 20 . 00 0 . 17292 816 0 . 301 2 .45 10 . 00 3 . 45 0 . 709 BND 4 6 20 . 00 0 . 17292 816 0 . 281 2 . 37 9 . 96 3 .45 0 . 735 BND 4 7 20 . 00 0 . 17292 816 0 . 332 2 . 56 10 . 15 3 .49 0 . 732 S+B 2 8 20 . 00 0 . 17292 816 0 . 179 1 . 94 9 . 48 3 . 34 0 . 675 BND 4 9 18 . 83 0 . 17482 812 0 .410 4 . 34 11 . 70 3 . 86 0 . 563 DEF EXT 1 . 17 0 . 14982 812 0 . 000 1 .42 - -- - - - - - - - - - -- - - - - - - - - - ----- --- - -- -- --- - - -- -- - - - - --- ----- - - ---- ---- - - -- ---- - - - - - THE MAXIMUM UNITY CHECK IS 0 . 735 IN BAY 6 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 AXIAL LOAD IN BAY 9 = 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 BND 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 . 04 1 . 51 0 . 319 BND 2 5 20 . 00 0 . 07499 816 0 . 104 1 . 06 10 . 00 1 . 50 0 . 308 BND 4 6 20 . 00 0 . 07499 816 0 . 097 1 . 03 9 . 96 1 . 50 0 . 319 BND 4 7 20 . 00 0 . 07499 816 0 . 115 1 . 11 10 . 15 1 . 51 0 . 317 BND 2 8 20 . 00 0 . 07499 816 0 . 060 0 . 84 9 .47 1 .45 0 . 296 BND 4 9 18 . 83 0 . 07642 812 0 . 116 1 . 76 11 . 70 1 . 68 0 . 291 DEF EXT 1 . 17 0 . 05767 812 0 . 000 0 . 61 - -- -- - - - -- -- - - - - - -- - - - - - - - - -- - -- - - - - - - - - --- - - -- - - - - - -- - - -- - - - -- - - - - -- - - - - - - - - - -- -- - - THE MAXIMUM UNITY CHECK IS 0 .319 IN BAY 4 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P 95 Bldg. A purllins at kicker with axial and uplift JOB NO. CO77948 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 . 732 S+B 3 4 20 . 00 0 . 17292 816 0 . 281 2 . 37 10 . 04 3 . 49 0 . 735 BND 2 5 20 . 00 0 . 17292 816 0 . 301 2 .45 10 . 00 3 . 45 0 . 709 BND 4 6 20 . 00 0 . 17292 816 0 .281 2 . 37 9 . 96 3 . 45 0 . 735 BND 4 7 20 . 00 0 . 17292 816 0 . 332 2 . 56 10 . 15 3 . 49 0 . 732 S+B 2 8 20 . 00 0 . 17292 816 0 . 179 1 . 94 9 . 48 3 . 34 0 . 675 BND 4 9 18 . 83 0 . 17482 812 0 .410 4 . 34 11 . 70 3 . 86 0 . 563 DEF EXT 1 . 17 0 . 14982 812 0 . 000 1 . 42 THE MAXIMUM UNITY CHECK IS 0 . 735 IN BAY 6 DEAD LOAD + WIND LOAD (SUCTION) WIND LOAD = 18 . 53 PSF X 1 . 50 (SUCTION) / AT 4 . 0 ' END ZONES THE C+OEF = 1 . 50 DEAD LOAD = 2 . 00 PSF POINT LOAD = -0 . 790 KIPS AT 5 . 00 ' FROM LEFT SUPPORT POINT LOAD = -0 . 790 KIPS AT 173 . 83 ' 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 . 51 9 . 64 -1 . 74 0 .412 BND 4 4 20 . 00 -0 . 09455 816 -0 .205 -1 . 26 10 . 10 -1 . 93 0 . 418 BND 2 5 20 . 00 -0 . 09455 816 -0 .239 -1 . 36 9 . 99 -1 . 88 0 . 385 BND 4 6 20 . 00 -0 . 09455 816 -0 . 208 -1 .27 9 . 92 -1 . 88 0 .413 BND 4 7 20 . 00 -0 . 09455 816 -0 . 284 -1 .48 10 . 30 -1 . 93 0 .409 BND 2 8 20 . 00 -0 . 09455 816 0 . 055 -0 . 84 8 . 96 -1 . 76 0 . 515 BND 4 9 18 . 83 -0 . 09312 812 -0 . 547 -4 . 30 14 . 08 -2 . 35 0 . 751 BND 3 EXT 1 . 17 -0 . 09312 812 0 . 000 -1 .44 - - - - - - - - - - - - - - - - - - -- -- - - - -- - - - - - - -- - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - THE MAXIMUM UNITY CHECK IS 0 . 850 IN BAY 1 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 94 Bldg. A purllins at kicker with axial and uplift JOB NO. CO77948 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 - - 93 Bldg. A purllins at kicker with axial and uplift JOB NO. CO77948 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 2 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 BAY LENGTH 18 . 83 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 18 . 83 SPACING 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 SIZES 812 816 816 816 816 816 816 816 812 T SAG ANG 2 1 1 1 1 1 1 1 2 B SAG ANG 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 3 . 00 LAP RIGHT 3 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 3 . 00 0 . 00 EXTENSIONS LEFT EXTENSION (FT) = 1 . 166667 RIGHT EXTENSION (FT) = 1 . 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 - 92 � Building A Purlins JOB NO. CO77948 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 BAY SPACES 18 . 8 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 18 . 8 PURLIN SIZE 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 . 1 1 . 7 NUMBER OF ANTI-ROLL CLIPS REQUIRED: 1 1 1 1 1 1 1 1 1 1 TOP ANGLES 2 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 POSITIVE FORCES ARE TO RESIST UPHILL ROLL CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - -- 91 Building A Purlins JOB NO. CO77948 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 BAY SPACES 18 . 8 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 18 . 8 PURLIN SIZE 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 TOP ANGLES 2 1 1 1 1 1 1 1 2 BOT ANGLES 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 3 . 00 ----- -- -- -- - - - - --- ---- -- --- - - - - - - -- --- --- - - - - - - - - - - - --- - - - - - - - - - - - - - - --- - - - - -- - -- THE MAXIMUM UNITY CHECK IS 0 . 921 IN BAY 1 TOTAL WEIGHT = 630 . 04 LBS CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P - 90 Building A Purlins JOB NO. CO77948 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 . 736 S+B 3 4 20 . 00 0 . 17292 816 0 .279 2 . 37 10 . 05 3 . 50 0 . 738 BND 2 5 20 . 00 0 . 17292 816 0 .302 2 . 45 10 . 00 3 .45 0 . 708 BND 4 6 20 . 00 0 . 17292 816 0 . 279 2 . 37 9 . 95 3 .45 0 . 738 BND 4 7 20 . 00 0 . 17292 816 0 . 338 2 . 58 10 . 17 3 . 50 0 . 736 S+13 2 8 20 . 00 0 . 17292 816 0 . 159 1 . 90 9 . 41 3 . 33 0 . 776 BND 5 9 18 . 83 0 . 17292 816 0 . 647 4 . 20 11 . 78 3 . 87 0 . 921 BND 4 EXT 1 . 17 0 . 14792 816 0 . 000 1 . 39 - - - - -- - -- - - - - - - -- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - 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 . 216 -1 .29 10 . 05 -1 . 91 0 .404 BND 2 5 20 . 00 -0 . 09455 816 -0 . 233 -1 . 34 10 . 00 -1 . 89 0 . 387 BND 2 6 20 . 00 -0 . 09455 816 -0 . 216 -1 .29 9 . 95 -1 . 89 0 .404 BND 4 7 20 . 00 -0 . 09455 816 -0 . 261 -1 .41 10 . 17 -1 . 91 0 .401 BND 2 8 20 . 00 -0 . 09455 816 -0 . 123 -1 . 04 9 .42 -1 . 82 0 .424 BND 5 9 18 . 83 -0 . 09455 816 -0 .499 -2 .29 11 . 77 -2 . 11 0 . 729 BND 3 EXT 1 . 17 -0 . 09455 816 0 . 000 -0 . 78 THE MAXIMUM UNITY CHECK IS 0 . 729 IN BAY 9 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. P 89 Building A Purlins JOB NO. CO77948 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 - 88 Building A Purlins JOB NO. CO77948 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 BAY LENGTH 18 . 83 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 18 . 83 SPACING 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 5 . 00 SIZES 816 816 816 816 816 816 816 816 816 T SAG ANG 2 1 1 1 1 1 1 1 2 B SAG ANG 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 3 . 00 LAP RIGHT 3 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 2 . 00 3 . 00 0 . 00 EXTENSIONS LEFT EXTENSION (FT) = 1 . 166667 RIGHT EXTENSION (FT) = 1 . 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. G 87 BUILDING A SIDEWALL (C) GIRTS JOB NO. C077948 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 3 4 5 6 7 8 9 BAY SPACES 18 . 8 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 18 . 8 GIRT SIZE 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 SAG ANGLES 0 0 0 0 0 0 0 0 0 SIMPLE SPAN LAPS -- ---- -- ---- - - - - - - - - - - -- - - - -- - - - - -- - -- - - - -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - -- - - - - - - THE MAXIMUM UNITY CHECK IS 0 . 652 IN BAY 2 TOTAL WEIGHT = 548 . 35 LBS CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. G - 86 BUILDING A SIDEWALL (C) GIRTS JOB NO. CO77948 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 18 . 83 -0 . 04069 816 -0 .460 -1 . 79 9 . 38 -0 . 79 0 . 574 BND 3 EXT 1 . 17 -0 . 04069 816 0 . 000 -0 . 43 - -- --- -- - - - ------- --- -- - - - - - - - - -- - - - - - - - - - - - - - - - - -- - - - - - -- -- - - - - - -- -- - - - - - - - - -- - 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 18 . 83 0 . 02817 816 0 . 318 1 . 24 9 . 38 0 . 55 0 .338 DEF EXT 1 . 17 0 . 02817 816 0 . 000 0 . 30 ------------------------ --- -- --------- -- -- - -- - - -- - - - - - - - - - - -- - - ------ - - - - - - - - - - -- - - THE MAXIMUM UNITY CHECK IS 0 . 409 IN BAY 2 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. G - 85 BUILDING A SIDEWALL (C) GIRTS JOB NO. CO77948 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 . 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 - 84 BUILDING A SIDEWALL (C) GIRTS JOB NO. CO77948 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 BAY LENGTH 18 . 83 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 18 . 83 SPACING 2 .25 2 . 25 2 .25 2 .25 2 . 25 2 . 25 2 . 25 2 .25 2 .25 SIZES 816 816 816 816 816 816 816 816 816 T SAG ANG 0 0 0 0 0 0 0 0 0 B SAG ANG 0 0 0 0 0 0 0 0 0 NUM GIRTS 1 1 1 1 1 1 1 1 1 SIMPLE SPAN LAPS EXTENSIONS LEFT EXTENSION (FT) = 1 . 166667 RIGHT EXTENSION (FT) = 1 . 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 83 BUILDING A ENDWALL (B) GIRTS JOB NO. CO77948 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 - 82 BUILDING A ENDWALL (B) GIRTS JOB NO. C077948 VIRT 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 . 040G9 816 -0 . 590 -2 . 03 10 . 00 -0 .41 0 . 652 BND 3 2 20 . 00 -0 . 040G9 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 - 81 BUILDING A ENDWALL (B) GIRTS JOB NO. CO77948 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 . 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 - &0 BUILDING A ENDWALL (B) GIRTS JOB NO. CO77948 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 - 79 BUILDING A SIDEWALL (A) GIRTS JOB NO. CO77948 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 3 4 5 6 7 8 9 BAY SPACES 18 . 8 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 20 . 0 18 . 8 GIRT SIZE 816 816 816 816 816 816 816 816 816 GIRT SPACE 3 . 92 3 . 92 3 . 92 3 . 92 3 . 92 3 . 92 3 . 92 3 . 92 3 . 92 SAG ANGLES 0 1 1 1 1 1 1 1 0 SIMPLE SPAN LAPS THE MAXIMUM UNITY CHECK IS 1 . 027 IN BAY 2 TOTAL WEIGHT = 548 . 35 LBS CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. G - 78 BUILDING A SIDEWALL (A) GIRTS JOB NO. CO77948 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 . 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 816 -1 . 027 -3 . 54 10 . 00 -1 . 37 1 . 027 DEF 3 20 . 00 -0 . 07080 816 -1 . 027 -3 . 54 10 . 00 -1 .42 1 . 027 DEF 4 20 . 00 -0 . 07080 816 -1 . 027 -3 . 54 10 . 00 -1 .42 1 . 027 DEF 5 20 . 00 -0 . 07080 816 -1 . 027 -3 . 54 10 . 00 -1 .42 1 . 027 DEF 6 20 . 00 -0 . 07080 816 -1 . 027 -3 . 54 10 . 00 -1 .42 1 . 02'/ DEF 7 20 . 00 -0 . 07080 816 -1 . 027 -3 . 54 10 . 00 -1 .42 1 . 027 DEF 8 20 . 00 -0 . 07080 816 -1 . 027 -3 . 54 10 . 00 -1 .42 1 . 027 DEF 9 18 . 83 -0 . 07080 816 -0 . 800 -3 . 12 9 . 38 -1 . 37 0 . 998 BND 3 EXT 1 . 17 -0 . 07080 816 0 . 000 -0 . 75 THE MAXIMUM UNITY CHECK IS 1 . 027 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 . 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 816 0 . 711 2 .45 10 . 00 0 . 95 0 . 711 DEF 3 20 . 00 0 . 04902 816 0 . 711 2 .45 10 . 00 0 . 98 0 . 711 DEF 4 20 . 00 0 . 04902 816 0 . 711 2 .45 10 . 00 0 . 98 0 . 711 DEF 5 20 . 00 0 . 04902 816 0 . 711 2 .45 10 . 00 0 . 98 0 . 711 DEF 6 20 . 00 0 . 04902 816 0 . 711 2 .45 10 . 00 0 . 98 0 . 711 DEF 7 20 . 00 0 . 04902 816 0 . 711 2 .45 10 . 00 0 . 98 0 . 711 DEF 8 20 . 00 0 . 04902 816 0 . 711 2 .45 10 . 00 0 . 98 0 . 711 DEF 9 18 . 83 0 . 04902 816 0 . 554 2 . 16 9 . 38 0 . 95 0 . 588 DEF EXT 1 . 17 0 . 04902 816 0 . 000 0 . 52 - - - - -- -- - -- - ---- ------ --- ---------------- --------------------------------------- THE MAXIMUM UNITY CHECK IS 0 . 711 IN BAY 2 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. G 77 BUILDING A SIDEWALL (A) GIRTS JOB NO. CO77948 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 . 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 - 76 BUILDING A SIDEWALL (A) GIRTS JOB NO. CO77948 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 BAY LENGTH 18 . 83 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 20 . 00 18 . 83 SPACING 3 . 92 3 . 92 3 . 92 3 . 92 3 . 92 3 . 92 3 . 92 3 . 92 3 . 92 SIZES 816 816 816 816 816 816 816 816 816 T SAG ANG 0 0 0 0 0 0 0 0 0 B SAG ANG 0 1 1 1 1 1 1 1 0 NUM GIRTS 2 2 2 2 2 2 2 2 2 SIMPLE SPAN LAPS EXTENSIONS LEFT EXTENSION (FT) = 1 . 166667 RIGHT EXTENSION (FT) = 1 . 166667 EXTENSION SUCTION COEF. = 1 . 300000 EXTENSION PRESSURE COEF. = 0 . 9000000 FY = 55 . 00000 KSI Welded clips N A CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 75 WELD SUMMARY REPORT JOB NO. CO77948 JACK BEAM AT HIGH SIDE CH DATE 12-15-03 ------------------------------ - -- -- - 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. F - 74 FLANGE BRACE REPORT JOB NO. CO77948 JACK BEAM AT HIGH SIDE CH DATE 12-15-03 - - --- - - -- ----- ------ --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MEMBER 1 - 2 OS BRACE 20 . 00 IS BRACE X CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F 73 DEFLECTION REPORT JOB NO. CO77948 JACK BEAM AT HIGH SIDE CH DATE 12-15-03 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 - 72 DEFLECTION REPORT JOB NO. CO77948 JACK BEAM AT HIGH SIDE CH DATE 12-15-03 ---- - -- -- - - -- -- - - ------------- -- -- - - - - -- -- - - -- - - - ---- --------- --------------------- 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 1 1 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F 71 DEFLECTION REPORT JOB NO. CO77948 JACK BEAM AT HIGH SIDE CH DATE 12-15-03 - -- -- - - -- - - - - - - - -- - - - - - - -- - - - - - - -- - 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 - 70 DESIGN SUMMARY REPORT JOB NO. CO77948 ' JACK BEAM AT HIGH SIDE CH DATE 12-15-03 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 . -F CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F 69 FRAME REACTIONS REPORT JOB NO. C077948 JACK BEAM AT HIGH SIDE CH DATE 12-15-03 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 - 68 FRAME REACTIONS REPORT JOB NO. CO77948 JACK REAM AT HIGH SIDE CH DATE 12-15-03 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 -. 67 LOADING SUMMARY JOB NO. CO77948 JACK BEAM AT HIGH SIDE CH DATE 12-15-0 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 3,0 GRAND. ISLAND, NE PAGE NO. F - 66 FRAME DESIGN DATA JOB, NO. C077948 JACK BEAM AT HIGH SIDE CH DATE 12-15-03 *** 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 . 00 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 65 ANCHOR BOLTS AND BASE PLATES JOB NO. C077948 BUILDING A FRAME C077948A04 COL LINE 1 FOR REACTIONS CH DATE 12-16-03 SUPPORT JOINT 1 -- EXTERIOR COLUMN CRITICAL REACTIONS LOAD CONDITION - - - - --- - - - - -- - - -- -- - - - - - - - - -- - - - - - - - - - - -- - - HORIZONTAL. . 1 . 89 KIPS 2 DOWNWARD. . . . 8 . 04 KIPS 2 UPWARD. . . . . . -2 . 25 KIPS 3 1 .43 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 . 188" SUPPORT JOINT 4 -- EXTERIOR COLUMN CRITICAL REACTIONS LOAD CONDITION - -- - -- - -- -- ---- - - -- - -- - - - - - - - - -- - - - - - - - HORIZONTAL. . 1 . 89 KIPS 2 DOWNWARD. . . . 8 . 22 KIPS 2 UPWARD. . . . . . -2 . 32 KIPS 6 1 . 71 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 . 18811 - -- - - - - - - - - - - -- - - - - - -- -- -- ----- - -- - - - - - - - - - - - - - - - -- - - - --- - - -- - - - - ---- - - - - -- ---- CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 64 CONNECTION REPORT JOB NO. C077948 BUILDING A FRAME C077948A04 COL LINE 1 FOR REACTIONS CH DATE 12-16-03 -------------- -------- --------------------------------- - - - - - - - - - - - - - -- - - - - - - - - - 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 14 . 66 FT-KIPS SPLICE DATA LEFT RIGHT AXIAL LOAD -0 .49 KIPS - --- - - - -------- ------------------ SHEAR -1 . 88 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 -25 .29 FT-KIPS WEB THICKNESS 0 . 1563 0 . 1563 AXIAL LOAD 2 . 18 KIPS IS FLANGE WIDTH 6 . 0000 6 . 0000 SHEAR 6 . 97 KIPS IS FLANGE THICK 0 . 3125 0 . 2500 LOAD CONDITION 2 MAX SHEAR 6 . 97 KIPS AXIAL LOAD 2 . 18 KIPS MOMENT -25 . 29 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 . 141 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 18 . 77 FT-KIPS SPLICE DATA LEFT RIGHT AXIAL LOAD -0 . 24 KIPS - - - - - - - - - - - - - -- - -- -- - - - - - SHEAR 2 . 06 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 -28 . 12 FT-KIPS WEB THICKNESS 0 . 1563 0 . 1875 AXIAL LOAD 1 . 68 KIPS IS FLANGE WIDTH 6 . 0000 8 . 0000 SHEAR -7 . 13 KIPS IS FLANGE THICK 0 .2500 0 . 3125 LOAD CONDITION 2 MAX SHEAR -7 . 13 KIPS AXIAL LOAD 1 . 68 KIPS MOMENT -28 . 12 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 . 015 K/IN CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F -, 63 WELD SUMMARY REPORT JOB NO. C077948 BUILDING A FRAME C077948A04 COL LINE 1 FOR REACTIONS CH DATE 12-16-03 - - - - ---- -- - - - -- -- -- --- -- - - -- --- ---- - --------- --- ---- ---- - -- - - - - - - -- -- -- -- - - - - - - - - -- - Q = V X A X Y / I - - -- - - - --- - -- - - - - -- - - - - - - - - - - ------ ----------------- --- ----- --- - - - - - - - - - - - - - - - -- COLUMN 1- 2 SECTION 1 Q MAX = 2118 . X 1 . 88 X 6 . 84 / 206 . 82 = 131 .4 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 = 6972 . X 1 . 50 X 9 . 88 / 389 . 11 = 265 .4 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 = 3087 . X 1 . 50 X 9 . 88 / 389 . 11 117 . 5 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 = 3242 . X 1 . 50 X 10 . 85 / 481 . 26 = 109 . 6 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 = 7128 . X 1 . 50 X 12 . 38 ,/ 650 . 92 203 . 3 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 = 2029 . X 2 . 50 X 6 . 84 / 271 . 61 = 127 . 8 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 - 62 FLANGE BRACE REPORT JOB NO. C077948 BUILDING A FRAME CO.77948A04 COL LINE 1 FOR REACTIONS CH DATE 12-16-03 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 ( . 06511) 2 - 1 . 5" DIAMETER X 15 GAGE ( . 07211) 3 - 2 . 0" DIAMETER X 14 GAGE ( . 0831-) 4 - 2 . 25" DIAMETER X 13 GAGE ( . 09511) 5 - 2 . 5" DIAMETER X 12 GAGE ( . 109") CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F -, 61 DESIGN SUMMARY REPORT JOB NO. C077948 BUILDING A FRAME C077948A04 COL LINE 1 FOR REACTIONS CH DATE 12-16-03 - - - -- - ---- ----- -- -- ---------------- -------- -- -- -- -- -- --- - -- -- - - - - -------- -- -- - - 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 . 390 14 . 5 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 7 . 75 -27 . 36 26 . 8 33 . 0 32 .4 1 . 33 -12 . 61 11 . 34 0 . 04 0 . 38 0 . 35 -- - - - - - - - - - - - --- - - -- - - -- - - -- - - - - - - - - -- - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - -- - -- -- - - - - - - - - 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 .282 10 . 5 2 2 10 . 00 20 . 00 20 . 00 6 . 0 X 1/4 5/32 6 . 0 X 1/4 0 . 414 19 . 3 2 3 6 . 35 20 . 00 21 . 94 6 . 0 X 1/4 5/32 6 . 0 X 1/4 0 .406 20 . 5 2 4 10 . 00 21 . 94 25 . 00 6 . 0 X 1/4 5/32 6 . 0 X 1/4 0 . 241 36 . 9 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 2 . 02 25 . 01 22 . 7 29 . 0 33 . 0 0 . 33 7 . 89 -8 . 57 0 . 01 0 .27 0 . 26 2 1 . 88 37 . 16 22 . 7 29 . 0 33 . 0 0 . 31 11 . 73 -12 . 73 0 . 01 0 .40 0 . 39 3 1 . 87 36 .47 22 . 7 29 . 0 33 . 0 0 . 31 11 . 51 -12 .49 0 . 01 0 .40 0 . 38 4 1 . 68 -28 . 12 23 . 7 33 . 0 27 . 7 0 .25 -6 .48 6 .48 0 . 01 0 . 20 0 .23 - - - - - - - - - - ----- - - --- - -- - - - - - - - -- - - - - - - - - - - - - - - - -- - - - - -- - - - - - -- - - - - - - - - -- - - - - - - - - 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 . 350 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 7 . 81 -30 . 37 24 . 0 33 . 0 29 . 8 1 . 04 -10 .21 9 . 51 0 . 03 0 . 31 0 . 32 - - - -- - - -- - - - - -- - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- -- - - - - - - - -- - -- - - - - - - - - -- - TOTAL FRAME WEIGHT IS 1538 . LBS . CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 60 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. CO77948 BUILDING A FRAME CO77948A04 COL LINE 1 FOR REACTIONS CH DATE 12-16-03 - - ---- - - - ----- ----- - -- -- -- - - - - - - - - - - - - - - ---- -------- --- --- - - - - - - - - - - - - - - - - - - - - - LOAD COND 25 - 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 . 7 -0 . 8 0 . 0 0 . 0 0 . 000 0 . 000 2 0 . 001 0 .451 3 -0 . 001 0 .451 4 0 . 7 -0 . 8 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 26 - 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 0 . 0 0 . 0 0 . 0 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 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - , 59 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. CO77948 BUILDING A FRAME CO77948A04 COL LINE 1 FOR REACTIONS CH DATE 12-16-03 - -- ------- - - - - - - ------------ ---------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - LOAD COND 20 - 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 . 001 3 -0 . 004 -0 . 003 4 4 . 3 -1 . 0 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 21 - 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 . 001 3 -0 . 005 -0 . 004 4 5 . 8 -1 . 4 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 22 - WLL- WIND FROM LEFT - - - - - - -- - - - - - VERT X Z MOMENT VERT HORIZ JOINT REACT REACT REACT REACTION DEFT, DEFL NUMBER (KIP) (KIP) (KIP) (KIP-FT) (IN) (IN) 1 -3 . 5 -1 . 7 0 . 0 0 . 0 0 . 000 0 . 000 2 0 . 003 0 . 390 3 0 . 001 0 . 392 4 -2 . 0 -0 . 3 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 23 - 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 . 8 0 . 5 0 . 0 0 . 0 0 . 000 0 . 000 2 0 . 001 -0 .487 3 0 . 003 -0 .486 4 -3 . 7 1 . 9 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 24 - 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 . 7 -0 . 7 0 . 0 0 . 0 0 . 000 0 . 000 2 0 . 002 -0 . 007 3 0 . 002 -0 . 004 4 -2 . 8 0 . 7 0 . 0 0 . 0 0 . 000 0 . 000 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 58 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. CO77948 BUILDING A FRAME CO77948A04 COL LINE 1 FOR REACTIONS CH DATE 12-16-03 -- - - - - - - - - - - - - - - - - - - - -- - - - -- -- LOAD COND 11 - 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 2 . 8 1 . 1 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 003 -0 . 323 3 -0 . 002 -0 . 324 4 2 . 0 0 . 1 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 12 - . 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 . 6 -0 . 1 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 002 0 . 322 3 -0 . 002 0 . 321 4 2 . 7 -1 . 0 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 13 - . 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 2 . 6 1 . 0 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 003 -0 . 323 3 -0 . 001 -0 . 324 4 1 . 7 0 . 1 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 18 - 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 . 000 3 -0 . 001 -0 . 001 4 1 .4 -0 .2 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 19 - 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 . 000 3 -0 . 001 -0 . 001 4 1 . 1 -0 . 3 0 . 0 0 . 0 0 . 000 0 . 000 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F 57 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. C077948 BUILDING A FRAME C077948A04 COL LINE 1 FOR REACTIONS CH DATE 12-16-03 -- - - --------- --------------- - -------- ----------------------- - --- -- -- - - - - - - --- - - - - 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 . 5 0 . 7 0 . 0 0 . 0 0 . 000 0 . 000 2 0 . 000 -0 .487 3 0 . 002 -0 .487 4 -2 . 3 1 . 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 3 .4 1 . 7 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 004 -0 .488 3 -0 . 002 -0 .490 4 1 . 6 0 . 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 . 1 2 . 1 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 008 -0 .245 3 -0 . 006 -0 . 249 4 6 .4 -0 . 9 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 9 - DL + WLE --- - ----- ---- 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 .4 0 . 0 0 . 0 0 . 000 0 . 000 2 0 . 001 -0 . 007 3 0 . 001 -0 . 005 4 -1 .4 0 .4 0 . 0 0 . 0 0 . 000 0 . 000 LOAD COND 10 - 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 . 8 -0 . 1 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 002 0 . 322 3 -0 . 003 0 . 321 4 3 . 0 -1 . 1 0 . 0 0 . 0 0 . 000 0 . 000 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 56 FRAME REACTIONS AND DEFLECTIONS REPORT JOB NO. C077948 BUILDING A FRAME C077948A04 COL LINE 1 FOR REACTIONS CH DATE 12-16-03 - --------------- - -- ---- ----- - - -- --- - - -------- -- - - - ------- -- - - - - - - - -- -- - - - - - - - -- 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 . 6 1 . 5 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 007 -0 . 001 3 -0 . 006 -0 . 005 4 6 . 7 -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 . 001 3 -0 . 008 -0 . 006 4 8 .2 -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 -2 . 2 -1 .4 0 . 0 0 . 0 0 . 000 0 . 000 2 0 . 002 0 . 390 3 0 . 000 0 . 391 4 -0 . 6 -0 . 5 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 1 . 7 -0 . 5 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 003 0 . 389 3 -0 . 003 0 . 388 4 3 . 3 -1 . 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 6 . 3 1 . 1 0 . 0 0 . 0 0 . 000 0 . 000 2 -0 . 007 0 . 194 3 -0 . 007 0 . 190 4 7 . 2 -2 . 0 0 . 0 0 . 0 0 . 000 0 . 000 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - . 55 LOADING SUMMARY JOB NO. C077948 BUILDING A FRAME C077948A04 COL LINE 1 FOR REACTIONS CH DATE 12-16-03 - - - --- ---- ---- - ---- --------- - -- - - - --- ---- - - - - - - - - -- - - - - - - - -- - - --- -------------- - 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 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 54 LOADING SUMMARY JOB NO. CO77948 BUILDING A FRAME CO7794BA04 COL LINE 1 FOR REACTIONS CH DATE 12-16-03 -------------- ---------------- -- ---- --- - - - - - - - ---- --- - - ---- - -- - - - - - - - - - - - - - - - - - J1 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 2 1 WLL GLOB X CONC 0 . 000 0 .438 1 2 WLL GLOB X CONC 13 . 333 0 .438 3 4 WLL GLOB X CONC 0 . 000 0 . 651 4 3 WLL GLOB X CONC 13 . 333 0 . 651 2 1 WLR GLOB X CONC 0 . 000 -0 .438 1 2 WLR GLOB X CONC 13 . 333 -0 .438 3 4 WLR GLOB X CONC 0 . 000 -0 . 651 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 . 350 4 3 WLE GLOB X CONC 13 . 333 0 . 350 (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 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 . CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F 53 FRAME DESIGN DATA JOB NO. CO77948 BUILDING A FRAME CO77948A04 COL LINE 1 FOR REACTIONS CH DATE 12-16-03 --- -- - - - - - - - - - -- - -- - -- -- ---- - -------- --- - - - -- -- - - -- -- - - - - - - - - - - --- - -- - - - - - - - - - - LOAD CONDITIONS FOR REACTIONS & DEFLECTIONS . . . 18 = DL 100 . DL 19 = COL 100 . COL 20 = LL 100 . LL 21 = SL 100 . SL 22 = WLL 100 . WLL 23 = WLR 100 . WLR 24 = WLE 100 . WLE 25 = SEI 100 . SEI 26 = BR1 100 . BR1 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 52 FRAME DESIGN DATA JOB NO. CO77948 BUILDING A FRAME CO77948A04 COL LINE 1 FOR REACTIONS CH DATE 12-16-03 - - - --- - ------------ --------------------- - - - ----------------- - - - - - - -- - - - - - - - - - - - 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+SEISMIC LEFT/1 .4 100 . DL 100 . COL 72 . SEI 11 = DL+SEISMIC RIGHT/1 .4 100 . DL 100 . COL -72 . SEI 12 = . 9 DL+SEISMIC LEFT/1 .4 90 . DL 90 . COL 72 . SEI 13 = . 9 DL+SEISMIC RIGHT/1 .4 90 . DL 90 . COL -72 . SEI LOAD CONDITIONS FOR SEISMIC COLUMN TO GIRDER CONNECTIONS . . . 14 = DL+SEISMIC LEFT/1 .4 78 . DL 78 . COL 157 . SEI 15 = DL+SEISMIC RIGHT/1 .4 78 . DL 78 . COL-157 . SEI 16 = . 9 DL+SEISMIC LEFT/1 .4 71 . DL 71 . COL 157 . SEI 17 = . 9 DL+SEISMIC RIGHT/1 .4 71 . DL 71 . COL-157 . SEI CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F 51 ANCHOR BOLTS AND BASE PLATES JOB NO. C077948 BUILDING A FRAME C077948A03 COL LINE 10 FOR REACTIONS CH DATE 12-16-03 ----------- - ------- -------- - - --------------------------- - - -- - - ------------------ SUPPORT JOINT 1 -- EXTERIOR COLUMN CRITICAL REACTIONS LOAD CONDITION HORIZONTAL. . 2 . 70 KIPS 7 DOWNWARD. . . . 8 . 02 KIPS 2 UPWARD. . . . . . -3 . 16 KIPS 3 2 .48 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 . 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 . 18811 -------- - - - - - - - - - - - - - - - - - - - - --- ---- - - - - - --- ---------------------- ------------ -- CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 50 CONNECTION REPORT JOB NO. C077948 BUILDING A FRAME C077948A03 COL LINE 10 FOR REACTIONS CH DATE 12-16-03 - - - -- ---- --- - - - - - - - - - -- -- --- - - - - - - - - - - - - - - - -- 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 NEG 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 15 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 NEG MOMENT -35 . 36 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 14 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 49 WELD SUMMARY REPORT JOB NO. C077948 BUILDING A FRAME C077948A03 COL LINE 10 FOR REACTIONS CH DATE 12-16-0� - - -------- --------- ------------------------ --------------------- - - - - -- - -- -- - - - - 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 CII.IEF 'INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. F - 48 FLANGE BRACE REPORT JOB NO. CO77948 BUILDING A FRAME CO77948A03 COL LINE 10 FOR REACTIONS CH DATE 12-16-03. ---- -- -------- --------- ----- ---- ----- -- - - ---- - -- - - ---- -- - - - - - - - - - -- - - - - - - - - - - - - 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 ( . 0651-) 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") 12-30-03; 5:28PM;CHI EF TECH SER II 308 385 4639 # 17/ 26 CHIEF Far Office Use Only oN wMww.I"� 3� DEC—_ 2DO� Order Number Cd77`/r! RO Bd*9071 anW11MM hEMM-MIG — QU01B eVurllbef form C•21WJuns-95 '4 4DEN4u.AA70 CAC C:w c.4T7o us Page of VELCrE pg errs 6 AND 7 OF. 216 . - r4cruo-c. 4NAZ`15-,.S !s pp • 11 - I q p ECE r F P-A&ej h/1�.q - W/1-6 OF co.Au/ vrex gCNC_-A4rco e4i-CUC,¢T/o,v, 3, ) Ao o 014 C e /6-4 4100 13, = s1ZWV G 12d0r 1LOW ArVo E4 YE 57p,4 r Pox, SE-1 .r u I C }=oA r Ej ` I) /3E�-p G.4CC- PA-.Cr+v 19 w Ir1! ILOOF hoa .4ua Sr,-uT po k4rj OU& TO w/No .4 Na 5i2F /2OOF- /tL)Os FO1t ru IN ,. S,) 40a PACES IT4— /I E wIrk ZTxur AN .4LYsrS OF, PUX(JNs 4-:r Gnro a Fon c.u4luo .Fpk crs rro. 8 . 0&C-M94) 6,) p4GC3 6 aiuo .7 ~ �p� -F4cTroh� t.,s� ! AI�I� Ty n�Y A��l1VGT®N Pi+o 6.c6q&.c > OX 4,Pv-y F4c.roxc-4 sF�s cc Ffl 4 . 7MM AT 44 t n1,I� , ti' M�.N T, AppL(rrO /Iv ,eso *N 4I.YSrs oF, "E" C T1N4-T /cE:suLT !nk ' )a FM 8 ez SIZES THAT Hq VF v44) cA S/a-8cF nF _ R&S I s MJ Cr --Qo Thl-c is WE _ve4S m r 4 GO�[BW A T/o N , N{3 {:4 is[�`r;;ici; UNLe_3 PIPPfI(W D BY THE FoR E-.gsr - w£oT` s�1Sa:e�t spFrtNt BIJ4,1_D6NG 4NSPE TOR 16/2,y 1,2 0 t . L t 1� a e`m CIS-/7) an. 4 p,9 1.0 fin, ( h fax d/2,q C&j 4 Aj o r.o cc r- is ILS , c, A rq — so u 74 SC- (S A4 I C O,t! F N4 u"-cN 'co q ICE 5i ENGP4 10 RC5167- ,Mp 71M-Ei S&)sM.lc, 0163)4N POR-CCS 1:920 M Lo4:o (fcA48/A/47101jj IN SLR-r7O N /(o 1.2. 3. par .2 213, 6 (2.)', 7,) MEMBex .57xCvC,rMS AXE F5 DDA( 22'12, qI Z CH,4PTCAt 2Z, y � roP. .sei.s MIc. p/Lo of s r o 1'" FO& 5MEc B4rcD►nIG.c fort W2; w Bred .QLLo+.aJ A dLE 57xFS-j ODES 16 u , M3J EftmIng voo uxe gav/sK 1 iNolc�riN G AN optly sr)Z "`T"/Z 00� 30 J A N 2004 1 (13A13,038 _ r , � 570 1VA COiVS i l 1.T�1rIT O 3 �, � � � �� � r A a c,�_ t _.1! �� A ti 12-30-03; 5:28PM;CHIEFTECN _ _SER. II ;308 385 4639 # 18i 26 F. CHIEF Design Calculations By CH Steel Structures GrOLI Inc. nw,,Q /Z�/6AM 39a?Old West Highway 30 p� P.O.Boy:!473 Arlington, WA Date : 11119/_003 Grand Island.NE 6330'--2073 Phone(308)330-7200 Job No : C07 7948 Paae : 1 /z) Building Descri tion Desi.n Criteria Building (t) -?►.I.S.C. _ The Manual of Steel Type ' ��r- Z Construction 9'" Edition. !�Width • . . . ..4.070 Cold Formed Steel Length 180-0" Design Manual 1996. Eave Heig ht 16'-9" � (3) use 1997 . Occupancy Category- 4 BaVS 4¢0'-0" _ MBMA: Standard Buildings Roof Slope I/1�' 13 Occupancy Desi mi Loads Roof To nit : 1VIA Roof Live Load 20.0 psf (Tributary Area Reducrton Not Allowed) Collateral toad a.0 psf Ground Snow (Pd : 27.0 psf Exposure Factor (Cj 0.7 Importance Factor(I) : 1.0 Mezzanine -oads : !V/,4 Roof Snow Load(Pr) : 27,0 psf Design Roof Snow Load 18.9 psf Wind Speed 80 mph i LSeism posure Category : C__ rtance Factor(1) : 1.00 Crams ;V% ind Pressure (p) 18.53 p f ing Enclosure :COP EN �v- of'c- �voj ic Analysis : Static Force Procedure Seismic Zone � Additional j1oads r�r%•� rtance Factor(1) 1.00 12-30-03; 5:28PM;CHIEF TECH SEA II ;308 385 4639 V 79/ 26 CHIEFFor Office Use Only G;r indwm".1M. Order Number Co:Z 7 9 L/ P.Q. l=WE arm*1*006 glow.303 Quote Number P�eM PUN Wi17� Form C-21erur.45 Page /24 of DEJICrM Root- koos A,%Jd 5T;-u.13 7a 0-4vE smE+l.4Tld 7n KEd1 sr Ern = base sk�Qr Roof ,eops r'a 144ve srReM0174 M A&Isr 2, 2 (/. 7091`� = .�. 76 k' oM 2 7. 1/� fst ' Fy A 625Y Ir/Y ll•0YYIL 7 -�,76 4 S/8 " 4 rood ro d i L,o ve S 'end�L� �a rpi,;,� —20 1i%�ti set�a.e�i �vrce check, s-�r"b of © vrns step /-, ✓ea,J 6,17) � -C2o Eh 110 c 2,2 i6M ��13, Y,2 P,3� /•7 F4 A Pr.�5 �� G�eclts s�rcafi - ,qS,o de s;7 j oof .esi'gn . �✓ A�D o�e s r' +� Q 1/o w a Pe. �Wc e Z Fet A ; 1�6 e.✓a (vr C ¢t~e- sF-lti- o'�{ •�a a +hut E,,, qn SU co•►%.JrHe.d SdYP /a Q 4. 1,0 60.0c4Ld be !i7 40npr 44-0. app1,'Q d AS,0 6rce � �YPnj f-L 1ayce = -2p EI a..s a d;VAC GO-wQi•J/•0/) a R, p} oN�` jj� C 7 4 F4 A = 1.7 ; e f<S,-cc.s apple~r-d ' ph +ikc- A:JD /Q•,a19s ►Y,j oM�wr.j h4Yin� an /�311 com5in�d sfr.eJJ /G[T�v 0C 1,00 av Ieii WiU kave J-kr— �s¢ri?Mji-ZL 40 e -QV 41'44qj ser:�n.crc ' J rce j /oroL),'d-e no �3 �hco,-e03 1n c0lowable slY"s 0 PJe"d 1w fG.L 43D onQ/y5t5 , //v s�r�Lts 4-t Flo ti a it e s*Lc nLq 0o, 40 rej is f - 20 Cse i:r,,u i c �oti-r�,j �ro.K rlk,,l q,sa a ys- //,7 = Z,ZA,y !,Zgyl A neJ - 'fkG -001'rr d &Cey 4nd C6 use V- of resj ;hc/eQae , 4f J6;,03 are Es 8/2 ; n1aY, dwJ,'y�; 1(cv,t = 9, 70 calz - 0, 2j 1 toa.xI'rKLA^4 ASjD A'" (l'a )(A� ih Lis 814 , = 7, 70k-10,131 x 1. 3ij- near;,.Kwi RsD {rCe o17 (z.)_ /8 '8r 601f- r0'A lQ.c•b,o-l; ClrhAfed 6� 6eatin� on �►9Gc.!' etu9e sec-o,i ) = ll•Y3 k , , roax,'nturm 1cyct 6'1 ES 8 /7- -51tv1k* j aro A3D 1� cre u�e 1 I/, y3' k = �s .r�re.,�,f-1i = !•7 F3 I, 7 (il,�F� �`1 19 r y3 � AL 12o k - Cmaxi n1uvH 5/r`AS 104d, F.� r "1, 5 ) ` 1 p r�7 �Ua EJ 812 4r ® � k I= r .. *, I I I 12-30-03; 5:28PM;CHIEF TECH SER II ;308 385 4639 CHIEF INDUSTRIES INC. WEST OLD HWY 30 GRAND ISLAND, NE PAGE NO. W-- - q4 BUILDING A WIND DESIGN SIDEWALL (A) JOB NO. C0779401 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 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 .439 20 .00 12 ES 812 DL+WL 9.70 0 .00 0.231 20 .00 13 ES 512 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 -------------------------- DL = DEAD LOAD LL = LIVE LOAD WL - WIND LOAD USE (2) 5/8" BOLTS WITH WASHERS AT BOTH ENDS OF EACH EAVE STRUT 12-30-03; 9:211PM;CHIEF TECH SER II # 21/ 2(- CH' F For Office Use Only onw "grim Ire � M E'O 0146-E !9 30- OEC-(DL3 Order Number Co 7 7 '7 q 8 ro rensarrt mrraarnga�o��� Quote Number Form 0-218/Junv,% 1 0 IV 6 177d o J M 4 L W IN O L O 9 US Page /9 of p,4 - C. 018531(1.9)(20/z)(/6,75` /$, 39 ) - o. d 2.3 P8 l•o/esJ) Cl,II (;Z0)( )7,'s83- 1Y,3j) = .2,o!y7 & Pc a (,orb s3)Cl,SM-30 ) Cl?,k/7- 0,33) = 1,226' 0 !' O �-p /.?25- f /,2tS , 17/9 >l0/2 306 0,oCo 307 —, 6/3 —. 917 1,2 z5 7l �.0'l7 2, W S Z--17 �/•33fl ,BIB f✓ 2'OY7 72 V2 . a3L k2 Vl= /,Z251< (z) $ = o, �0 6 3 �` Ti " . 306 3 V col -qs° a, Y 33 L< Y.2 = /,225''(z) 4- j,og71(z)/8 6,81s'` 7-2 Q, aIa cos Y.� = O, 818 "(9) 4- , 82J CZ) /3 2,730" 77 = a,73o�/ Sys° d,9 6 k 4/tow-Lb le, load on s/8 "0 rods-: . 33 F4 A C1/,j) = . 33 C5sJl.62SzC1rrY1C'/I3J = 9,6a'�!•/6� ' USP �8 " aV /'oh� ladJ I& W"17 d 6YQ4L4'n7 S .tT +'13 q-r ff © - o ar cu 111�j — rveaxi nlcc�u 's �Yu>f ltl qc/,r — q^a/yzf- 4J Co777Y 8 A4sT pwA 1,7t6 ,81S ' ell /.9z4 110.38 2.35 4S�tlCi�fed Suc{larJ Cuc+�A'cienf — 0,700 - VCW .5e4.,SA4c - bc?,)e zAca♦ /ocLc/.t 391 18Y3 1 •714T , 6Y7 ,519 ,SY1 I 6V7 1 745 , 13Y3 (,sa6) (/,"I) (0,96`1J �0.8�7I Cp-7i/) (o,7ul �o•B3�) Ca,96wJ Cl,vq/) _QmpY6 e.d 6y JZo a t-ci ASD aiq jy rj' 9`a(�t k 2,2�, 1 4Jl140 f-040 coM 17t t3 sMgT V&S(&A1 OVft -CMC;JG>J{ 106SIiAl PDX E-,4vE 57p-ur AT - M+4rIc foxi& y k �o �h 2, 2 f .5-7s�`, lo,Q 5-t=SAAIt Qr-16N SIXENCrTFth = /,7 (11,1(31) - 17. Yj k 7 /o, p6 k L415E Es 9l ,¢f I - r �� 1 I I 12-30-03; 5:28PM;CHIEF TECH SER II ;308 385 4639 # 22/ 26 al al a u w I r-I m m r r oti r r 04 r pq r bo Pg0r[py�q r to a Ate. rA cn H �O f7 ' �morNiNrl 00 HN 1 m ao IR N u 1 � ri II 1 moolnw.-a 00 F rr•1 o 0 U W i in � o In H nr' V a N ry noor�Ira� cfo HA 1 * N + 0 <<1 N N P9 H r NH o0 1n00koHM 00 * O dri o0 ' * 9 Ca❑�r� o [� C7 I O ' 1-1 ►]wWul 0 ��m roN C7 oAqEn i FA , 0 QZ� O cold 00 - O f/� t() C L! N N O 0 N O r 0 aR�O '� O IY�O BOG ri ri ri 00 t000 I MH `� 00 II Nam NN lkbo� U] 1 41 l0 1A m p C2 r4 ri rl 0 00 ri r`! 1 + ri V? 1 + 00 04 0 O 000 Nd010 HHr.G 0 p4 UH i + Z 000000 000 dori oo II QM � O 0 O o 0 0 N 000 0 r� i L4 0000orn Coco o dll1W NN Q p7 0000100 0 f7 r .0 O N _ W 1 Pr7 C� 00 • Om0000 O N r • •Om1-0 0m W.0NO O r-1 mC3 C4 eqH 00 HA I r� fi0 NIl1NHNri O rr rivi"00 0 tL' WOO 00 HH0 r RJ r[tcyq� df1 dr U! mu1 0rq O`UO� SOH i xaW 11 n II n II Ir rlr-i���� to) H H1400to DHO I p U pc 1� I�OOH �C! Ar/1 Q �4 I ~ . 11 C0'JZ �i�W{J 0 �HV P4 II II II p 11 (z� ri pg IWHzP4aigloo y'3 UUH N VW� 0 N 11 rpAArp IW� q �I) UNa. 1 �papq gU1.�r � P 00Ato FA a air~nHtq r•� I r7WO. ram._ i • 12-30-03; 5:28PM;CHI EF TECH SER II ;308 365 4639 # 26 at at r n w H w N rDm 1 I 0Ln0 Ln GO Ln Om "0 m m m m m 0 Hri I pqr-wg%0 kDn dl ru i 1 a,a�nn�o�D�D y nrmnwmro� wQA 1 mmOvN0H1N S]UO p Ln VI V1NIAA Ln Ln 10f1 Tr N1 H I NN N NN NN N 1 NOh LD VD lO Ln Ln I 00000 I 1 o I m m c y N N V I%p I [�7fi1 I p o0 Fti 1 U 1 1 rl ri rl rl rl ra rl rl Wct1A 1 1 i , f] I O+t7 � O Oo00000 I r1Nm00 m G1 Of 1 a fJ � u)ul 1!1 Ul I!)1f1 1!I Ifl �1{ � m m O r-1 rl lD 1D 1A ' � ' H I Mme+l r�l r�1NNN 1 I 1 1 r�y I 1 I F+ + I I C4 C4 1 arc cD rlrNrim U 1 eprlfl lDmNW V' p, ldlol-Imwdlam a 2 + m rn m m m m m n H 1 K„ON 000aaoGa i •'�rlrloor-Irlo 1 ca I 1 W i i 1 cn In o W Ln d+N H 1 1 �, ' aorrmrmmr+W 7� ODU Pa'+ I 1 o11f1O1111oMW0 H 1 NNNriWNNri M C4 WOO w e I I �1 t�Ocr teTnln r I,WTQy 1 tl 1 00000000 1 OH I O F 7� I �q + 0000000o Q1 P7 I IrmmmwWrnm �rnFC I CJ' �F 1 ullno001nlnlrl via I; nwool. . . . 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I i �DN�47 Q1 V'v+n +N A! 1 riMlllNNV'NW �]N[�_pC(Y NHHH� (x ZHw W A ; H ; I(1 dl dl m N dl m N H,'CU" I N m Ml O m Q1 n 111 p?SG(7i7 � ' � I 1 ry r-I rl ri (J ' M wwwo W W MMW rnV7V:U) m[LlZ ' xWW {N^ t I 1 Nri(hmm +rIN Md'2r-INr'lwln r-{Nt.1 .p(�,.]�H 7 E-1 U) I I +,DNd'Omm dm H ; rimU7NN�INm C� U RW ' aWr�oaoo�rul + + + gqgqQQqqppG� t9U 2 [A En ZZ2ZCO�cft �A 1 rirl+-Irlo.-IriO N rir♦ra rn �cn U)�co� totYl r>a mcq cn+ncnti oanw6, ([+H I-1 1 , N�I N d+1O N dl lD , N cII N pq Vl ID N V%D 1-1 N N rn vI 14 N r1 dI Ln .-I N M(S] a I [Q I r-I r-I ri rl P'I H H H W I rl r"i H rq rl H r'1 H CFJ GI r--1 N dam oommmrrr 1 a+D+ + ca NNNNNNNN V~j 1 NN U NNNNNN C/i I 12-30-03; 5:28PM;CHIEF TECH SER II ;308 365 4639 ar 24; 2E m r r Q xi F•I�`•^ Ul Ul IO I(1 d�dl 1!1 VI to I I I I 11 1 1 1 W f+� M rrrrl-w mmrrrGrrrlrl Q [H� 01 OI 000D 00 mmm 01 sip N N 1!7 l!1 to lR 1�m N Qyi m m r•1 r-i r-I�-i r"1 r-1 m 1 I , I V,O)M I I 1 ,••I dI N dI d1 N sM V1 O 4 �Pr[p�W A; i i GG i Prl n u1 In ul rn r71 n dl 0U O I 1 1 b10 WeN C/1 r1m N11? 1 Z M ; ; i NlOb bin�p 101DN I W 0 W i ; 0 0 0 0 0 0 0 0 0 I afAA 1 ; �H.. I , O 1 IGil l r•1 m ILI r'I 0 0 r'f 1!1/0 ri 1 h 1 I U ato 1 blpolMLrl{fl<n�bb l I I L>3pW.14 ' HHHr1HO I 04 I l 1 1 A4 i d H 1 I as , wmindlobsnro r I o+aaaaa aaa I 1 1 l NOInO O l!1 O u) I I 1 m I II--II NhN�o.dribNr I 1 H 4 11 OriMWO W10MH I I _ l!1 d1 OD b b MIA ri ri 1 1 OOri r10o00G O,i i i W111m(a 01 r11 Olbb 1 I lA� Il fl 11 II I! II II II II i ` i ,-lO90o400r1 I N 1 0 1 I 1 I 0000000000 I O N i 1 V1 Ifl l!1 1A 11Z M Ill 1f)IA 1 i 1 - Q I m # 00 0000000 I ye.,, 1 0a01pr1101 m�-IrNrIO I aQ I I Uw 1 oowmmIDIDIAmmo 1 iovwjoiHW� � ooa000000aoll� 11Awwfnmviwwv�cnv� I coco49Pddd0 i H wG4aawaaaraf0 U Y 1 1 1 I r 1 OMM�i WNWFF••��WWy I A I 1 I0 1 I wobd,f> mDG ' L o i +fl000000000o n i � {�yy�Ny�o�omlv�o�nwraN I o [yG� 13rf fAIDWmm0m wm I rl r�H H r4 rl,-I r1 H H H t N"lr , � OmmMIDmMmMq ! E-Ipq i mmmmma[rmmaoIDm ; W H / IZZ U N .� 1 II N N r-1•-I O O,-1 ri N(7 f {�1-I � ��H/! a I lJ C1N l $ ,-INm•d'IAtOrOD01 I I f.N01o1otmc1o1o1N r 1 1 p$ I I i i o i nbW"a dldgldQ'140.01W� tq� i g ��� N>4>0>4m 'y~+ ' IArrrrrrrrrrlA , yi WG] I ��o� I��cow�G>4 I HO Cr7000000pdo l H H H lopcW wW W iR'����01111 41 I i4 F7 1 0 0 0 O O O O 0 0 0 0 Z 1 �� ~A"AM 1"1 1 1 f�m0000040Mr 1 'a HNa � assss�s" ' � � �m000000Qm� � - I ��- I eimC]OOOOOOm� I - iri I 1 `r1a �.-INmwlnwrc°°IF I 5� 1 I 12-30-03; 5=28PM;CHIEF TECH SER II ;308 385 4639 # 25,/ 26 �r F im m dl al h h 0 u [�^ Nr-INmin.-iaTd�N �(�$w onwrinoll-Iwm I[[YY•l �- nmh�odrdlta11h 1 1 1 1 r l l 1 1 I�r rA mdlnwhnw�dr mmhmhnmtnm L>r�pCa H ►e o,lo 0!m m m co m 1�yQH mNvlN0Lu NMN v1 amamaarla rl I ( , ''OD M mof , 1 iF i }�m�j►•IInrlr�mmjmrrriimH $R Ril�i�i�li �1: t prnW •U�r I 1 D i ornlolootlltNl�N O O I , I maNmV'VImNO 1 aln WmNNmWN I O O O O O O p 0 0 I 1 Qr O Q ; i H,..I.► r � U� I l7 ntw19,HO-HmwN rI mm In mM Nm a I 1 a M i O p 0 0 0 0 0 0 0 0 i I {kr I 1 1 n as it minawalnaswto 1 a�pmooa�,-Into I hoo� I ' N V¢�i 1w4 I 1'I oornamarl rl H A 1 , ri � ^Z W•� I l 1 _ 1 I GOmmNr-1000ID 1 1 o WNrl9O.imrl I I O D Ei ooaaocopo 1 •� � r , 1 1 ! 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I [+InOOOOOC4mh wA i 1r71�H i .��000000Omrl NNNNNNNrI ' PII r ri��lei�R'�i lei rdr+�i lei P� i j�x i W a N m dl lA l0 i�m Cl[H 1 W rz t2-30-03; 5:28PM;CHIEF TECH SER II ;308 385 4639 # r26, �2EY y h H m dl O1 n n f�1_yyI •. 11G MNIM.Hi IhflmN01M (C�1 ooa00000rl 11 1 1 1 1 1 1 a pq A`p�W rat-hPalt�rrrl RW rgrPrlml•rlrrn SI•y sQ H wmmm rn mmm ID 009 a0 It}In 1f1 N U1 l!1 Ill W r � I VD mm I 1 I NNNNr4NNNN r P.n � 9 I N i, NmrimLI*CnH 1 pUQi 1 I Novinld'tNmrlgl 1 of .z ,e, Nuldle+FNNPIdIN r 1 1 1 CO.O O O O C.O O G I 6 x F 1 O 1 1 BOA i H�.rrp i eGl'iC1riOG r{ITmm 1 ti I I H U aH 1 rI VI Pt q' d'tN VIM dr d 1 I a pq I oo0oO0G000 t 1 6a 1 I 1 m ar al rl O h'i'•I in � r I I C2(ft w M r1 1D h 1 pp ( 01 I ��••II r 1 ri r-I rl�rlm rl It _ 1 I 1 H I �i II i I \OM%P fi Ol m M o m 1 Clmt r d'dr lOhO 1 - 1 pp I I o0000000rl I M i � �d. � `y; � adlmt�t�atrtrfUtho � O I H I V ' CM�D i�rlh Pl"1N V'O I ►a I k i Er '�.� I aNNNNrIrINNNO t Z FFII [� i o0�a n]al clA UJ u11n•�W'J1� H i Oo0!11 aoOoo rn q�] I AlsPlmooH��H•3•�1((UHaHW 17wv 11 1 I I I I I I Mom�A4 64 w X Ca I o i I N 0U1 I +ma0000000o II 1 NryW�o DwlntorcNN i O 1 fi I••1NNV�NNNNVN I ri rl ri rl ri W H.i rl.l rl (Hq ; x olnmrlmmMmnlq Hal : mmmmmmmmmmm i H i-i R U N nn.-Irioorlr�N4 i UMjv1-4j i � p-yr I a� 11 U II 11 II II II II 11 ~al + r 1 U�i i OOrlNr*lcNtn�ohmrn� i i R1mrlrlrl.lelrlrlmr+l r I� Wll H I A r utrNNNNNNNhIn I , 1 1 0 +. I rm0000000mr 1 yl>t PH yl M'H'N I M rl N N N N N N N rl rn I H H t o O I63 O o O p 0 0 0 0 0 0 0 1 p;�� ; QH�L'LIZ�LIL�L�Lz���•11 i �I E EIQ I aJ� ^9�QI{jr(^ry� ^Q� 9N I E1 I {�f'10000OO4�tC` I +R�QM �Q4QIQM q W I ? ry�F I rI mo 0000 oO�1"I I 1 P3�} I r-Im000O00Om ri I r�lZ I G1 1 +-I N rye N NNNM 14 04 1 1 ; a � ��� 44 I I I wa� I p H I ! r♦N Ndr Ill lDNmOI I i , � _ � _ _ .. :_ �. TETRA TECH/KCM, INC. 1917 First Avenue, Seattle,WA 98101-1027 (206)443-5300 • FAX (206)443-5372 February 12, 2004 RECEIVED FEB 17 2004 Mr. David Anderson, Building Official City of Arlington COA BUILDING DEPT 238 North Olympic Ave Arlington, WA 98223 Subject: City of Arlington—Biosolids Composting Facility Permit Conditions/ Composting and Curing Shed BP 03-5635 Dear Mr. Anderson: In response to your memo to Paul Richart, dated February 3, 2004 (copy attached) we offer the following comments/clarifications, using the same numbering sequence: 1. Material Safety Data (MSDS) Sheets - 2 sets were hand delivered to Paul Richart on February 10. These were included in Boss Submittal No. 39. 2. The sprinkler system is required on the Curing Shed per Arlington Municipal Code, and will be per NFPA 13. 3. Connections to the drainage system for the roof drains and footing drains are shown in Boss Submittal No. 50 and comply with Spec Section 07610 (Copy attached). 4. Special inspection services for the project are provided by GeoTest Services, Inc. under subcontract to Tt/KCM. Contact is Mr. Jeremy Wolf at 360-733- 7318 (office) or 360-815-2876 (cell). Copies of GeoTest reports will be sent to your office for the compost and curing sheds and office area. 5. Exterior doors from office area open to grade level (asphalt paving), so a landing is not required. Detail F/Dwg S7 showing a step down to grade is NOT correct. See Dwg C2 for reference. 6. No glazing is present within a 24-inch arc of door openings. t I i Mr. David Anderson February 12, 2004 Page 2 Please contact me at 206-443-3257 if you have questions or require more information. Very Truly Yours, TETRA TECH/KCM, INC. Dennis Eckhardt, P.E. Associate Attachment c:Paul Richart, P.E., City Engineer Central Files 2-2 3330031-001 Memorandum 41 City of Arlington Building Department Date: February 3, 2004 To: Paul Richart, City Engineer Karen Latimer, Utilities Manager CC: From: David W. Anderson, Building Official Subject:Biosolid Composting Shed BP 03-5635 We have completed our review of the Biosolids facility and have found the following applicable code data corrections and/or addition requirements. The drawings should be revised to indicate the listed corrections. 1. Provide the Material Safety Data Sheets for the protective coating used on the roof structure and the piping. 2. Arlington Municipal Code requires the building to be sprinkler per the NFPA 13 requirements. 3. The drawings should show a drainage connection detail of the footing drains and the gutter drains. 4. Special inspection is required for the anchors bolt, structural steel, concrete, grout placement and structural welding. 5. The doors from the office area must be provided with a 36"landing at the exterior. 6. Safety Glazing must be provided for all glazing within a 24" arc of either side of a door. If you have any question please give me a call at 403-3432. David W. Anderson Building Official 360.403.3432 danderson(a'ci.arlington.wa.us cc;Kristin Banfield, City Administrator Chief Mike Gantz,Arlington Fire Department Deputy Chief Tom Cooper,Arlington Fire Department 5AFKO • � __- - .araooa.mo —— --- — tie'saw�.....� i 4 GUM z � FROM PLOWER O in TRW BACK Z � n V v_ Q N GUTTER DETAIL AT EAVE O E►"?=ra �O v � umtL a SHEET TITLE, MAILS 4 G 12 GUTTER SECTION DETAIL „mm •roe ,r .YO�IY M rY• Q prn. Cal I �1q.YORq M ♦ II ♦ �• f14� � !! . l i i I .i0h• ` 0306.00 • � l SHEET NUM5ER GUTTER EASE DETAIL C5 CANOPY OV/DOOR DETP R', 1 -1'-0• �� i x � Page 1 of 1 Eckhardt, Dennis --TtKCM From: Eckhardt, Dennis--TtKCM Sent: Thursday, February 12, 2004 1:40 PM To: 'jennyf@geotest-inc.com'; 'jeremyw@geotest-inc.com' Cc: 'danderson@ci.arlington.wa.us; 'Richart, Paul; Eckhardt, Dennis--TtKCM Subject: Arlington Biosolids Please add Mr. David Anderson, City Building Official (danderson@ci.arlington.wa.us.)to your email list for reporting test results. Thanks. Dennis Eckhardt, P.E. Associate Tetra Tech/KCM,Inc. 206-443-3257 2/12/2004 i �I MATERIAL SAFETY DATA SHEET Sales Order.(SalesOrd) j , , MSDS Revision No: A7 7 � i INTERTHANE 870 WHITE _ 4 MSDS Revision Date. 01f1912002�� EMERGENCY NUMBERS: r (800)424-9300 CHEMTREC(USA y" International Paint Inc. rt; (703)527-3887 CHEMTREC(Intl)�Ia 1.F 4 X.I 1t7 1[a1ional, (800)854-6813 Poison ControlCe tY� 6001 Antoine Drive CUSTOMER SERVICE: (Non Emorgen4y (800)589-1267 International Paintx Houston, Texas 77091 (800)631-7481 Interlex �r� 1. GENERAL INFORMATION g INTETHANE 870'1ITEFroductIde Bulk Sales Reference No: QG13000 LMPORTANT 'Rend"this MSDS before handling or disposing of this product,and provide this information to the employee,customers,and users of this product.•"PLEASE NOTE THE MSDS REVISION NUMBER AT THE TOP OF THIS PAGE... If'the MSDS Revision Number posted at the top of this page does not match the MSDS Revision Number on the product.label;,please.bontactCustomer.Serviceat the phone number included above for the correctMSDS. This product.is covered by the OSHA Hazard Communicationr Standard and this document has been prepared in accordance with requirements of this,'standard' 2. HAZARDOUS INGREDIENT INFORMATION CAS No. Ingredient!Name&% Source Exposure Data f OSHA: No Data Available ACGIH: No Data Available .,.r,• _ _._ NIOSH: 25 ppm TWA; 125 mg/m3 TWA Supplier: No Data Available. OHSA,CAN: No Data Available r •►� Mexico: No Data Available Pseudocumene Brazil: No Data Available 000095 63 1.0- 10%by Weight ,r '? Source Health Data NIOSH: No Data Available offf g Source Carcinogen Data OSHA: Select Carcinogen:No NTT Known Carcinogen-No Suspected Gaarrecmogen:.NoAR �o. t.r Group 1:No; Group 2A:No; r IARC' Group 2b:No; Group 3:No; Group 4:No Source,'', Exp osure Data :d _ •.,...v :1'nr .,.._. �Wit..-,..A•....`�'{tti+l' t:1.._ .... . ._, .. .... .._, RECEIVED FEB 1 7 7004 COA BUILDING DEPT QGB000_A7 Page I of 8 V� 1 I OSHA: 100 ppm TWA;435 mg/m3 TWA125 ppm STEL;545 mg/m3 STEL ACGIH. 100 ppin TWA 125'ppm STEL :. 100 ppm TWA;435 mg/m3 TWA125 ppm STEL;545 mg/m3 STEL800 NIOSH: ppm IDLH Supplier. No Data Available 100 ppm TWAEV;435 mg/m3 TWAEV 125 ppm STEV;540 mg/m3 JJ. OHSA,CAN: STEV - 'Le Mexico: -100 ppm TWA;435 mg/m3 TWA125 ppm STEL--.545 mg/m3 STEL'-';, � Ethyl benzene 000100.41`-4t o Brazil: 78 ppm;340 mg/m3;medium degree of harm � ? 1.0-10%by Weight 5i° Mid: Source Health Data rt .. _ _ M NIOSH: Eye skin Source Carcinogen Data )� OSHA: Select Carcinogen:No �ti& 1z NTP: Known Carcinogen:No; Suspected Carcinogen-No ,:_ Group 1:No; Group 2A:No; _ ,.! IARC: i; Group 2b:Yes; Group 3:No; Group 4:No CAS-No Source Exposure Data OSHA: No Data Available ACGUL- No Data Available 1 `- NIOSH: No Data Available Supplier. No Data Available _ 1 OHSA,CAN: 50 ppm TWAEV;270 mg/m3 TWAEV i Mexico: No Data Available Propylene glycol monomethyl ether ! Brazil: No Data Available 060108 r acetate 1.0-10%by Weight Source Health Data �ry •E NIOSH: No Data Available Source Carcinogen Data. OSHA: Select Carcinogen:No 4; NTP: Known Carcinogen:No; Suspected Carcinogen:.No Group 1:No; Group 2A:No; LAR>� C' Group 2b:No; Group 3:No; Group 4:No CAS No. a.51 tzftg; Source Exposure Data y ~ OSHA: 150 ppm TWA;710 mg/m3 TWA200 ppm STEL;950 mg/m3 STEL ACGUL_ . 150 ppm TWA200 ppm STEL,' 150 ppm TWA;710 mg/m3 TWA200 ppm STEL;950 mg/m3 STEL1700 NIOSH: ppm IDLH Supplier No Data Available r «� "a' t,t` Wit' 4 150 ppm TWAEV;710 mg/m3 TWAEV200 ppm STEV;950 mg/m3 OHSA CAN: STEV 1 t a =gym c I" r Mexico: I50 ppm TWR,710 mg/in3 TWA200 ppm STEL;950 mg/m3 S'1'E 't n-Butyl acetate r,.... 000123 8 4��;, Brazil: No Data Available 0.10-1.0%by Weight Source _ _ Health-Psta Mucous membrane and eye irritation;high concentrations cause nervous NIOSH: system effects in animals j Source Carcinogen Data QGB000_A7 Page 2 of 8 1 �� OSHA: Select Carcinogen:No w NTP Known Careiiiogen-i4 Suspected CBrcutogea;No r r Group 1:No; Group 2A:No; LAR=Ia` C' Group 2b:No; Group 3:No; Group 4:No }e '�s; i l Exposure Data � CAS No �� $ filename 8 � \ �� y .Source � --� '° l:..F.t:^....6. .2Yw".'e..1... i6.:, -.Ga.:.....rrJe•19'_7.•�Si. OSHA: 15 mg/m3 TWA(total dust);5 mg/m3 TWA(respirable fraction) v r 10 mg/m3 TWA(The value is for particulate matter contauwtgia4 ACGIH and<1%crystalline silica) ..r� } Y NIOSH: 10 mg/m3 TWA(total);5 mg/m3 TWA(respirable dust) Supplier: No Data Available � �'k z�3k F� 10 mg/m3 TWAEV(total dust.Listed as a nuisance particulate.no asbestos t _ OHSA,CAN: and less than l%crystalline silica) Mexico. 10 mg/m3 TWA(nuisance particulate) TrVr �1 Limestone 001 1.0-25%by Weight Brazil No Data Available �I Source:...:. Health Data NIOSH. Eye and skin irritation Physical irritation Source Carcinogen.Data OSHA: Select Carcinogen:No NTP: Known Carcinogen:No; Suspected Carcinogen:No IARC: Group 1:No; Group 2A:No; _• Group 2b:No; Group 3:No; Group 4:No CAS No. Ingredient Name&% Source FspMUM13ata _ OSHA: 100 ppm TWA;435 mg/m3 TWA150 ppm STEL;655 mg/m3 STEL t r: ACGIII` 100 ppmTWA150 ppm STEL ^, NIOSH: 100 ppm TWA;435 mg/m3 TWA900 ppm IDLH Supplier: No Data:Available. `vy ' 100 ppm TWAEV;435 mg/m3 TWAEV150 ppm STEV;650 mg/m3 ny�. OHSA CAN: STEV Mexico:- 100 ppm TWA;435 mg/m3 TWA150t ra STEL-,655 mg/m3 STEL,.,�•�,1 Xylenes(o-,m-,p-isomers) Brazil: 78 m;340 mg/m3;skin absorber;medium degree of harm 001330 20,?. pp 10-25%by Weight E r• 1^ Source Health Datak�u NIOSH: Central nervous system depressant;respiratory and eye irritation Source OSHA: Select Carcinogen:No NTP. Known Carcinogen_No; Suspected Carcnogen Nos:`' _ .- ',' Group 1:No; Group 2A:No; IARC: Group 2b:No; Group 3:Yes; Group 4:No CAS Na ,,"� .Source > F OSHA: No Data Available QGB000_A7 Page 3 of 8 ,: I tsg ACG,&: "NoDataAvailable. y s1 ' NIOSH No Data Available �f Supplier NO.DataAvailable R 'n OHSA,CAN: No Data Available • .��! ` . > _ ._ r :•3 1tI yAJim ..cat!7u ,''�'\� �a� Mexico No Data Available ,r_iac: ;r� 'V�. V .. .. .- ._ _.. ..- .... .n t' Silicic acid Brazil: No Data Available 001343 98d�", 1.0-10%by Weight Source Health Data ;P4 I ,? q, txs�" NIOSH: No Data Available IV ` <<� Source Carcinogen Datasr; ��» i.Z�' i_.... _ .. - OSHA- Select Carcinogen:No h NTP Known Carcinogen:No; Suspected Cazcino en 1,Tor < " 4 Group 1:No; Group 2A:No; LARC' Group 2b:No; Group 3:No; Group 4:No CAS No r Ingredient Name&% Source Exposure Data OSHA: 15 mg/m3 TWA(total dust) 47, ZP -r•- �•' ACGIH:_ 10 mg/m3 TWA' =f' NIOSH Potential Occupational Carcinogen-see Appendix APotential NIOSH: NIOSH carcinogen. 'k Supplier. No Data.Available $. OHSA CAN: 10 mg/m3 TWAEV(total dust) s ... Mexico:, 10 mg/m3'TWA(nuisance patticulate)20 mg/m3_'STEI . Titanium dioxide 013463-67 Tw� '- Brazil: No Data Available 10-25%by Weight f; Source - Health Data NIOSH: Lung tumors in animals Source Carcinogen Data t ry OSHA: Select Carcinogen:No NTP: Known.Carcinogen:No; Suspected Carcinogen:No r4'. Group 1:No; Group 2A:No; IARC: Group 2b:No; Group 3:Yes; Group 4:No CAS No �,r^• a. .e � `' Source �` ',fi •4s. �•i ._ OSQ •.s..:.v a. •r:' c. OSHA: No Data Available '4 �•itn i.r�'' y5"��eF,�Fxa'�p ACGIH. 25 ppm NIOSH: No Data Available L hl * Supplier- No Data AvailablcY:: Fti" � i3ba, OHSA,CAN: 25 ppm TWAEV; 123 mg/m3 TWAEV 25 ppm TWA;125 mg/m3 TWA35 ppm STET,170 mg/m ST.EL 4 Trimethyl benzene Brazil: No Data Available 025551 13.7 r,v:. rm -�,,• y {r 10-25%by Weight la Health a t�t NIOSH: Stan irritation CNS depression o 'Y .SourcC., _ _ _ Carcinogen DaI {tr: �"wt_ ,r OSHA: Select Carcinogen:No NTP: Known Carcinogen:No; Suspected Carcinogen:No `1 iL y L4RC' Group 1:No; Group 2A:No; Group 2b:No; Group 3:No; Group 4:No QGB000_A7 Page 4 of 8 1 I I I 3. HAZARD IDENTIFICATION NOTICE:Reports have associated repeated and prolonged occupational overexposure to solvents with permanent,brain and,.,, nervous system damage.Intentional misuse by deliberately concentrating and inhaling the contents may be hatmful.or fatal •' Overview: Avoid contact with eyes,skin and clothing.Contains 1,2,4-Trimethyibenzene which can cause central'nervous system _,.�. depression,,anemia and bronchitis. May be harmful or fatal if inhaled.May cause lung injury.Causes nose and throat irritation.Vapors may affect the brain or Inhalation: nervous system causing dizziness,headache or nausea Eyes: Causes severe eye irritation-Do not get in eyes. Skin: Causes skin irritation.May be harmful if absorbed through the skin. Ingestion HariiM if swallowed.May cause abdominal pain;nausea,vomiting;,diarrhea,.or drowsiness. N F �l Contains an ingredient which can cause organ damage(See Section 2 and Section 15 for each ingredient).Possible cancer Chronic Effects: hazard.Contains an ingredient which may cause cancer based on animal data(See Section 2 and Section 15 for each ingredient).Risk of cancer depends on duration and level of exposure. HIVIIS Rating: I lealth:..2* Flammability. 3 Reactivity: 0 4. FIRST AID MEASURES Remove contaminated clothing and shoes.Get medical attention immediately.Wash clothing before reuse.Thoroughly clean General: or destroy contaminated shoes. .; If inhaled,remove to fresh air.If not breathing,give artificial respiration.If breathing is difficult,give oxygen.Get medical Inhalation: attention immediately. Eyes: In case of contact,immediately flush eyes with plenty of water.for at least.15 minutes:.Get medical'attention.immediately Skin: In case of contact,immediately flush skin with soap and plenty of water.Get medical attention immediately. If swallowed,immediately contact Poison Control Center at 1-800-8546813.DO NOT induce vomiting unless instructed to Ingestion: do so by medical personnel.Never give anything by mouth to an unconscious person. 5. PROTECTI_VE__EQUIPMENT AND CONTROL MEASURES Select equipment to provide protection from the ingredients listed in Section 2 of this document.Ensure fresh air entry ' during application and drying.If you experience eye watering,headache or dizziness or if air monitoring demonstrates dust, vapor,or mist levels are above applicable limits,wear an appropriate,properly fitted respirator(NIOSH approved)during and after application.Follow respirator manufacturees directions for respirator use.FOR USERS OF 3M RESPIRATORY Respiratory: PROTECTION ONLY:For.information and assistance on 3M.occupational health and safety products,call OH&ESD j Technical Service toll free in U.S.A.1-800-243-4630,in Canada calll-800-267-4414.Pleasedo not contact these numbers - regarding other'manufacturer's respiratory protection products.3M does not endorse the accuracy of the information contained in this Material.Safety Data Sheet. Do not get in eyes.Protective equipment should be selected to provide protection from exposure to the chemicals listed in Section 2 of this document.Depending on the site-specific conditions of use,safety glasses,chemical goggles,and/or head Eyes: and face protection may be required to prevent contact.The equipment must be thoroughly cleaned,or discarded after each use. Protective equipment should be selected to provide protection from exposure to the chemicals listed in Section 2 of this Skin/Hand: document.Depending on the-site-specific conditions of use,protective gloves,apron,boots,head'and face protection required to prevent contact.The equipment must be thoroughly,cleaned,or discarded after each use, p . Engineering Controls:Prevent build-up of vapors by opening all windows and doors to achieve cross-ventilation- Emergency eyewash fountains and safety showers should be available.in the immediate vicinity of any potential exposure,, Other Work Practices-.Use good personal hygiene practices.Wash bands before eating,drinking,.using toilet facilities,etc.Promptly,remove,soiled i clothing and wash clothing thoroughly before reuse.Shower after work using plenty of soap and'water. 6. FIRE AND EXPLOSION INFORMATION tnckr: Flash Point:: F: 95 r. C: 35 ' l Lower Explosive Limit(LEL): .6 (%vol in air)at Normal Atmospheric Temp and Pressure QGB000_A7 Page 5 of 8 i� � 1 I IJ I r' lammableliquid and vapor.FLAMMABLF/COh% StME MATER.IA� -'.7"v i lx castL ignite)by h et :;` sparks or flames.Vapors may,form explosive mixtures with air.Vapors may travel to souk glltion and Il tshl Jtb k '" Fire find Explosion ttaiards: back Most vapors are heavierthan air,Tirey will spread'along ground and coltectu];lov N Y 111 i are:n (scw'eis,b'ascments,tanks)creating a vapor explosion hazard Runoff to sewers maf c ate fire orc-xplosion hazard Containers . , e lode:when'pleated ',` Y. x CAUTION:This product has a very low flashpoint.Use of water spray when fighting fire may be inefficient. SMALL FIRES:Use dry chemical,CO2,water spray or alcohol-resistant foam.LARGE FIRES:Use water spray,fog,or alcohol-resistant foam.Do not use straight streams.Move containers from fire area if you can do so Fire Fighting Procedures: without risk.Runofffrom fire control may cause pollution.Dike fire control water for later disposal.Do not scatter the material. Also Reference Emergency Response Guide Number:127 7. PHYSICAL AND CHEMICAL PROPERTIES �r�{. v.f'ro s.�'{,�,n Physical State Liquid . :M - AE,:'z ti'MAN .}::,wsuf pH: Not Determined.S'3�".�C?CZi�S.0.'t��aw+t i..A+.''_�Y}.y•��.r. xa iZ.._'r n �;^t',^, 'r L '� 1.4l0607 4hF V� Boil}ng Point(F): 220 ^r!!'�yZ> ,F'�>' '"FRB' Heavier than air '??, t �;c . � y�: '' �}Kk� r N ,tiwa, l� i1� r. r '.a VOC Content(lbs): Refer to the Technical Data Sheet for this product lk-a Evaporation Rate: Slower than ether f 8. STABILITY AND REACTIVITY DATA General: This product is stable and hazardous polymerization will not:occur. Incompatible Materials: Strong oxidizing agents. May produce hazardous fumes when heated to decomposition as-in welding.Fames may produce CarboaDioxide t+nd Hazardous Decompostion: Carbon Monoxide. 9. HANDLING AND STORAGE Storage Temperature:, Store:between 32 and 120 F Keep away from heat,sparks and flame.Do not smoke.Extinguish all flames and pilot fights,and turn off stoves, Handling and Storage heaters,electric motors and other sources of ignition during use and until all vapors are gone.Vapors may cause flash Precautions: fire or ignite explosively.Prevent build-up of vapors by opening all windows and doors to achieve cross-ventilation. Do not get in eyes,on skin or clothing.Close container after each use.Wash thoroughly after handling. 10. TOXICOLOGICAL DATA NOTICE:Reports have associated rcpgated and prolonged occupational overexposure to solvents:,with permanent brain: General: and nervous system damage.Intentional misuse by deliberately concentrating andiid},3ttmg the ° is may be or fatal.No additional tnfozmation provided for Ibis product.See Scction 2 for ch"em�era[1 f 11. ECOLOGICAL DATA J ! " General No addttioaal nforwatinnprovtdecl for this product.See Sectroa2 for chemical.specrScdata. r........ ._.._...- __.. .;G-:n -. __._.. __ ,.... �. ._-.i._.a.a..b. .,..u.._ ....1 s.�t....a.e...+w..3.....r'....-.....is,i.^:..1�1.....a.a..,....,L..il_.�...rat,.� .N QGB000_A7 Page 6 of 8 1 y- •., �I 12. ACCIDENTAL RELEASE MEASURES ELIIoi1NATE ALL IGNITION SOURCES(noamoking flares;sparks or flames in immediate area);.Use only non sparking equipment to handle spilled material and absorbent.Do not touch or walk through'spil led,material'.-Stop leak f Spill Response Procedures: if you oan do so without risk.Prevent entry into waterways,sewers,basements or ixinfined areas.A vapor suppressing foam'may'be tised to reduce vapors.Absorb or cover with dry earth,sand,or other non-combustible material and transfer to containers:,Use non sparking,tools to.colicet absorbed material. CALL CHEMTREC at(800)-424-9300 for emergency response.Isolate spill or leak area immediately for at least 25 to 50 meters(80 to 160 feet)in all directions.Keep unauthorized personnel away.Stay upwind.Keep out of low areas, Public Safety: Ventilate closed spaces before entering.LARGE SPILLS:Consider initial downwind evacuation for at least 300 meters (1000 feet). Also,Reference Emergency Response Guide Number:127 13. DISPOSAL CONSIDERATION Dispose of in accordance with local,state and federal regulations.(Also reference RCRA information,in Section I5 if Waste Disposal: listed). 14. TRANSPORTATION INFORMATION DOT(Domestic Surface TiraIN spoxiation) IM0 _ rasportation)ID DOT Proper Shipping Name: IMDG Proper Shipping Name: PAINT PAINT DOT Hazard Class: 3 ' IMDG Hazard Class: 33-High flashpoint flammable liquids UN/NA Number: UN 1263 UN Number: UN 1263 DOT Packing Group: III IMDG Packing Group: III CERCLA/DOT RQ: 81 gal./947 lbs. System Reference Code: 2 15. REGULATORY INFORMATION The regulatory data in Section 15 is not'intendedto be all-inchisive,only selected regulations are Regulatory Overview-- represented..All ingredients of this.product are listed on the TSCA(Toxic Substance Control Act) Inventory or are;notrequiredto be.,*ted,on.the.TSCA Inventory. WHMIS Classification: B2;D213 Regulatory List Product ingredientsOn.LisL DOT Marine Pollutants(10%): (No Product Ingredients Listed) DOT Severe Marine Pollutants(1%): (No Product Ingredients Listed) EPCRA 311/312 Chemicals and RQs: 000100-41-4 Ethyl benzene:final RQ=1000 pounds(454 kg) 000123-86-4 n-Butyl acetate:final RQ=5000 pounds(2270 kg) Propylene glycol monomethyl ether acetate:(Includes mono-and di-ethers of ethylene glycol; diethylene glycol and tiethylene glycol R-(OCH2CH2)n-OR"where n=12 or 3;R=alkyl or aryl 000108-65-6 groups;R"=R h or groups which when removed yield glycol ethers with the structure R- (OCH2CH2)n-OH.Polymers are excluded from glycol category);Statutory RQ=1 pound(.454 kg); no final RQ is being assigned to the generic or broad class 001330-20-7 Xylenes(o-,m-,p-isomers):final RQ=100 pounds(45.4 kg) EPCRA 302 Extremely Hazardous: (No Product Ingredients Listed) EPCRA 313 Toxic Chemicals: 000100-41-4 Ethyl benzene 000108-65-6 Propylene glycol monomethyl ether acetate 000095-63-6 Pseudocumene 001330-20-7 Xylenes(o-,m-,p-isomers) Mass RTK Substances: 000100-41-4 Ethyl benzene 001317-65-3 Limestone 000095-63-6 Pseudocumene 013463-67-7 Titanium dioxide QGB000_A7 Page 7 of 8 �� I 1 025551-13-7 Trimethyl benzene 001330-20-7 Xylenes(o-,m-,p-isomers) Mass Extraordinarily Haz Substances: 014808-60-7 Quartz Penn RTK Substances: 000100-41-4 Ethyl benzene 001317-65-3 Limestone 000108-65-6 Propylene glycol monomethyl ether acetate 000095-63-6 Pseudocumene 013463-67-7 Titanium dioxide 025551-13-7 Trimethyl benzene 001330-20-7 Xylenes(o-,m-,p-isomers) Penn Special Hazardous Substances: (No Product Ingredients Listed) Rhode Island Hazardous Substance: 000100-41-4 Ethyl benzene 001317-65-3 Limestone 000123-86-4 n-Butyl acetate 008052-41-3 Stoddard solvent 013463-67-7 Titanium dioxide 025551-13-7 Trimethyl benzene 001330-20-7 Xylenes(o-,m-,p-isomers) RCRA Status: (No Product Ingredients Listed) NJ.RTK Substances: 000100-41-4 Ethyl benzene 000095-63-6 Pseudocumene 013463-67-7 Titanium dioxide 025551-13-7 Trimethyl benzene 001330-20-7 Xylenes(o-,m-,p-isomers) NJ.Special Hazardous Substances: 000100-41-4 Ethyl benzene 000078-83-1 lsobutyl alcohol 000123-86-4 n-Butyl acetate 001330-20-7 Xylenes(o-,m-,p-isomers) N.J.Env.Hazardous Substance 000100-41-4 Ethyl benzene 000108-65-6 Propylene glycol monomethyl ether acetate 000095-63-6 Pseudocumene 001330-20-7 Xylenes(o-,m-,p-isomers) Proposition 65-Carcinogens: 014808-60-7 Quartz Proposition 65-Female Reproductive Toxins: (No Product Ingredients Listed) Proposition 65-Male Reproductive Toxins: (No Product Ingredients Listed) Proposition 65-Developmental Toxins: (No Product Ingredients Listed) 16. OTHER INFORMATION The information and recommendations contained herein are based riata b bcved't bi ootiec 4v' "" tccprwaAan tX OFsB�,�ar►dr�i expressed or implied,is made with respect to the information contarried'•here e}8�'�na � � �ianpnfnl� •° ar;1-`1 i s ti. .! '..,. A '?r ,at cYJwlt�. effects which may be c,ausaihv,cxlxtsure:to our products.Customf etmuslred ,. ers(users o,� �. x �. „�; a .� �—tip•• regulations; End Of Document QGB000_A7 Page 8 of 8 I I MATERIAL SAFETY DATA SHEET Sales Order:(SalesOrd) RevWm^No: A0 5 INTERTHANE 870 CONVERTER- MSDS Revision Date-- 04109/2002 EMERGENCY NUMBERS: International Paint Inc. (800)424-9300 CHEMTREC(USAp•. (703)527-3887 CHEMTREC(Intl) X.Interna#ianal. (800)'854-6813 Poison Control Cente' 6001 Antoine Drive (tea CUSTOMER SERVICE: (Non-Em©igen , (806)589-1267 IntemaflonaI Pant .S Houston,Texas 77091 (800)'631-7481 _' Interlux 1. GENERAL INFORMATION Product Identity. '"&it_ �`FNTERTHANE.870 CONVERTER, Bulk Sales Reference No: QGA046 IMPORTANT:'Rend•this MSDS before,handi ng or disposing of this product,and provide thii'infoimation to the employee,customers,.and users of this product.PLEASE NOTE THE.MSDS REVISION NUMBER AT THE TOP OF THIS PAGE:If the�MSDS Revision Number posted at the top of this page does not match the MSDS Revisipn'Number on the product label;please contact Customer Service at the phone number included above for the correct MSDS This product is covered by the OSHA Hazard Communication Standard and this document has been piepared.in accoidiince with requirements of this standard. 'i'°'t 2. HAZA"OUS INGREDIENT INFORMATION CAS No = Ingredient Name&% Source Exposure Data OSHA: No Data Available ACGIH: No Data Available ,,'y r r" NIOSH: 25 ppm TWA; 125 mg/m3 TWA Y/ Supplier: No Data Avail ab r't ���;s,. „uv z OHSA,CAN: No Data Available y.-...r Mexico: No DataAvailabl'e� ` .....ram -.._ _. .. �P:. ....f`:,ix;�.. .'3a.... �r.'t9•::s�it.,_. ..nC ,t tr Pseudocumene Brazil No Data Available 000095-G3 6' 10-25%b Weight T. Y g Source ]lP--�" 2Za` < < ���y�•*yy,��. NIOSH: No Data Available R!" Source OSHA: Select Carcinogen:No ? j "'-' 3 5Q � !tit° NTP KnOwl('_ tnoben No Suspected Carcinogen N�►lgjh ;�q IARC Group 1.No; Group 2A.No; Group 2b:No; Group 3:No; Group 4:No CAS No. ti:dlent'N'amc&% Source " ,� Ex osureData Page 1 of 6 i i OSHA: 50 ppm TWA;245 mg/m3 TWA ACGIH. 50'ppm TWA NIOSH: 50 ppm TWA;245 mg/m3 TWA900 ppm IDLH Supplier- No Data Available OHSA,CAN: 50 ppm TWAEV;245 mg/m3 TWAEV '- Mexico 50 ppm TWA 245 mg/m3 TWA75 ppmSTEL;365 mglm3 STEL: '.w N � Cumene Brazil 39 ppm, 190 mg/m3;skin absorber;maximum degree of harm 000098 82 8; 11 - 0.]0-1.0%by Weight Source Health Data. NIOSH: Eye skin r Source CarcinogetnDatas _ .. _ . f L ��ru`, OSHA Select Carcinogen:No j`��'l. NTP Known Carcinogen:No; Suspected Carcinogen:No � '`.�'" Group 1:No; Group 2A:No; IARC: Group 2b:No; Group 3:No; Group 4:No Ex CAS No � ngredfent'Name&% Source Ex posure OSHA: 100 ppm TWA;435 mg/m3 TWA150 ppm STEL;655 mg/m3 STEL •iik ACGIH: 100 ppm TWA150 ppm STEL.. ." NIOSH: 100 ppm TWA-435 mg/m3 TWA900 ppm IDLH Supplier:' No DataAvailable 100 ppm TWAEV;435 mg/m3 TWAEV150 ppm STEV;650 mg/m3 `yA OHSA,CAN: STEV 3 s Mexico: 100 ppm TWA;,435.mglm3 TWA150 ppm,STEL;655 mg/m3'STEL X lenes o-,m-, isomers 00 1330-20 7 '� y P Brazil: 78 ppm;340 mg/m3;skin absorber;medium degree of harm 0.10-1.0%by Weight Source Health Data NIOSH: Central nervous system depressant;respiratory and eye irritation Source,:: Carcinogen Data �( OSHA: Select Carcinogen:No NTP: Known Carcinogen:No;. Suspected Carcinogen:No >_ a Group 1:No; Group 2A:No; IARC. Group 2b:No; Group 3:Yes; Group 4:No P uP P CAS No Ingred►ent Name&% `1,� `t .`Source E=posure Data t OSHA No Data Available ACGII3_. No Data Available -- r K q��"^�� ' .�... _. �.a NIOSH: No Data Available Supplier ;No Data Available ti x r^ .r n'''>` of ` .- --. .. __ ......,.... ..>- .....: "."-`a1�`1#1C;.. .a.rzl:rt._i3.5, i OHSA,CAN: No Data Available Mexico: No Data Available'_ s rt y . Hexamethylene diisocyanate • of mer Brazil: No Data Available 028182-8I 2 omo P y >r 50-75%by Weight Source Health Data NIOSH: No Data Available Source Carcinogen-Data., ; .-. . ..,. . .. Page 2 of 6 i tP+S } OSHA: Select Carcinogen:No yb F1�'t �. Uls.• NTP: Known Carcinogen:No Suspected Carcutogea No .� ys � Group 1:No; Group 2A:No; IARC: Group 2b:No; Group 3:No; Group 4:No CAS No Ingredient Name&% Source ExposurCData' - _ OSHA: No Data Available � a fir, r ACGIA__ No Data Available 4 r pr{1r4 NIOSH: No Data Available rt - dt7Supplier No Data Availabl }�iS^'f"- ;e' .' �,e., nese, _ x�':,,f.7,iR;•: tiSra1 -` c ." `r �..Y �y, OHSA CAN No Data Available ^ 'stl c Mexico:" No Data Available .�"x,. t 1 1 , ' Petroleum naphtha,light aromatic Brazil. No Data Available 04".`I ;D 10-25%by Weight - � o Surce Health Data NIOSH: No Data Available t ', r h•^ <, ,c Source Carcinogen Data OSHA: Select Carcinogen:No -' NTP: Known Careinog en:No Suspected Su ected Carcinogen.-No Group p 1:No; Group 2A:No; . _ ..�.� IARC: Group 2b:No- Group 3:No; Group 4:No 3. HAZARD IDENTIFICATION NOTICE:Reports have associated repeated and prolonged occupational overexposure to solvents with permanent brain and, Overviewnervous system damage.Intentional misuse by deliberately concentrating and inhaling the.contents may be handful or fatal. 1 Avoid contact with eyes,skin and clothing.Contains 1,2;4-Trimethylbenzene which can cause centrall-nervous system depression;;aneauia andbronchitis. ` May be harmful or fatal if inhaled.May cause lung injury.Causes nose and throat irritation.Vapors may affect the brain or Inhalation: nervous system causing dizziness,headache or nausea. K »Y.1 Causes severe eye irritation. - ��•$ 4 +Y�a ��..'(fY,�,.•;(. y Avoid contact eyes. Y i,a� a Skin: Causes skin irritation.May cause allergic skin reaction.May be harmful if absorbed through the skin. Ingeatfon `.Bnrrnfu�iifwwallowed.May cause abdominal pain,nausea,,voiniting,.diarrhea,or drowsiness �� z Contains an ingredient which can cause organ damage(See Section 2 and Section 15 for each ingredient).Cancer hazard. Chronic Effects: Contains an ingredient which can cause cancer(See Section 2 and Section 15 for each ingredient).Risk of cancer depends on duration and level of exposure. HMIS Rating , :Health: 2 Flammability: 2 Reactivity: 0. � ,�,,„, 4. FIRST AID MEASURES General. r� +� t. '"�f"*►� Q t�tnatted and shoes.Get medical attention immediately.Wash clouting before �I Itorottghljr�cIeatt o% w+ Inhalation• If inhaled,remove to fresh air.If not breathing,give artificial respiration.If breathing is difficult,give oxygen.Get medical attention immediately. Eye3:,i� "' :r.►Tn case of'c'ontact;imrnediatety, Itis -eyes with,plenty of water for at least 15 minutes:Get medical:attention rimme& 3y `.LP.rtu. t1" _. .._ -+-Sit•_.- -.- ... - -_-. _ - - Skin: In case of contact,immediately flush skin with soap and plenty of water.Get medical attention immediately. If swallowed,imineiliately contact Poison Control Center at.T-800-854-6813.DO-NOT induce vomiting unlesilnsttiicte&_io,1&,J Ingestion: so" ,medical ersonnel.Never give an •.. . . .. _by, p g anything by mouth taan unconscious person. Page 3 of 6 i i 5. PROTECTIVE EQUIPMENT AND CONTROL MEASURES Select equipment to provide protection from the ingredients listed in Section of this document;Ensure fresh air entry,durii g`�• � application and drying.If you experience eye watering,headache-or dizziness or if air monitoring demonstrates dust;vapor mist levels are above applicable limits,wear an appropriate,properly fitted respirator(N10SH approved)during and after application-Follow respirator manufacturer's directions for respirator use.FOR USERS OF 3M RESPIRATORY f PROTECTION ONLY:.For information and assistance.on 3M occupational health and safety products,call OH&ESD Teelriiieai Service toll free in U,S.A..17800-243-4630,in Canada call 1-800-267A414.Please do not contact these numbers reryuulu df er Respiratory , manufacturer's respiratory protection products.3M does not endorse the accuracy of the information contained in this Ma Safety Data.Sheet INDIVIDUALS WITH LUNG OR BREATHING PROBLEMS OR PRIOR REACTION TO f ]SOCYANATES MUST NOT BE EXPOSED TO VAPOR OR SPRAY MIST.Do not breathe vapor:or spray rnist_W appropriate,properly fitted respirator(MOSH approved)during and`after application unless air monitoring.demonstrates, vapor/mist levels are,below applicable limits.'A supplied air respirator(either positive pressure or cootinouts flow type)is, t ervurements sp efied:in 29 CFR 1910.134.required._Follow manufacturees directions forrespiratorus q Avoid contact with eyes.Protective equipment should be selected to provide protection from exposure to the chemicals listed in Eyes: Section 2 of this document.Depending on the site-specific conditions of use,safety glasses,chemical goggles,and/or head and _face protection may be required to prevent contact.The equipment must be thoroughly cleaned,or discarded after each use. Protective equipment should be selected to provide protection from exposure to the chemicals listed in Section 2 of thrs ) SkM/Hand: document.Depending on the site-specific conditions of'use,protective gloves,apron,boots,headand face protection mAbe:yt _. required to prevent contact.The.equipment must be thoroughly cleaned,or discarded'after each use. Engineering Controls: Prevent build-up of vapors by opening all windows and doors to achieve cross-ventilation. Emergency eye wash fountains and safety showers should be available in the immediate vicinity of any potential exposure:UsQ Other Work Practices:good personal hygiene practices.Wash hands before eating,drinking,using toilet facilities,etc.Promptly remove soiled clothier and wash clothing thoroughly before reuse.Shower after work using plenty of soap and water. �.. � t4-• 6. FIRE AND EXPLOSION INFORMATION Flash Point: F. 122 C: 50' Lower Explosive Limit(LEL): 1 (%vol in air)at Normal Atmospheric Temp and Pressure Combustible liquid and vapor.FLAMMABLE/COMBUSTIBLE MATERIALS:Will be easily ignited by heat. sparks or flames.Vapors may form explosive mixtures with air.Vapors may travel to source of ignition and flash: Fire and Explosion Hazards: back.Most vapors are heavier than air.They will.spread along ground and collect in low or confined areas(sewers, basements,tanks)creating a vapor explosion hazard.Rtmoff to sewers may create fire or explosion hazard. Containers may explode when heated CAL71ON:This product has a very low flashpoint.Use of water spray when fighting fire may be inefficient- SMALL FIRES: Use dry chemical,CO2,water spray or alcohol-resistant foam.LARGE FIRES:Use water spray, Fire Fighting Procedures: fog,or alcohol-resistant foam.Do not use straight streams.Move containers from fire area if you can do so without risk.Runoff from fire control may cause pollution.Dike fire control water for later disposal.Do not scatter the material. Also Reference Emergency Response Guide Number: 127 7. PHYSICAL AND CHEMICAL PROPERTIES Phvsical State: Liquid �,.. PH: Not Determined Boiling Point(F): 300 Vapor Density: Heavier than air VOC Content(Ibs): Refer to the Technical Data Sheet for this product Evaporation Rate: Slower than ether Page 4 of 6 i 8. STABILITY AND REACTIVITY DATA Gbnerak This product is stable and hazardous polymerization will not occur: Incompatible Materials: Strong oxidizing agents. May produce hazardous fumes when heated to decomposition as in welding.Fumes may.produce Carbon Dioxide and M Hazardous Decompostion: , Carbon Monoxide. 9. HANDLING AND STORAGE Storage Temperature: Store between.32 and 120 F _ Keep away from heat,sparks and flame.Do not smoke.Extinguish all flames and pilot lights,and turn off stoves,heaters, Handling and Storage electric motors and other sources of ignition during use and until all vapors are gone.Vapors may cause flash fire or ignite Precautions: explosively.Prevent build-up of vapors by opening all windows and doors to achieve cross-ventilation.Avoid contact with eyes,skin and clothing. Close container after each use.Wash thoroughly after handling. 10. TOXICOLOGICAL DATA NOTICE:Reports have associated repeated and prolonged occupational overexposure to solvents with penmanent,brain General: and nervous system damage.Intentional misuse by deliberately concentrating and inhaling the contents may be harmful;or' fatal.No additional information provided for this product.See Section 2 for chemical specific_data. 11. ECOLOGICAL DATA General:- No additional information provided for this product.See Section for chemical specific data. 12. ACCIDENTAL RELEASE MEASURES ELIMINATE ALL IGNITION SOURCES:(no:smoking,,flares,sparks or flames in immediate area).Use only non- sparking equipment to handle spilled material and absorbent.Do not touch or walk through spilled material.Stop leak if Spill Response Procedures: you can do so without risk Prevent entry into waterways,sewers,basements or confined,arcas.A vapor suppressingfoam may be used to reduce vapors.Absorb or cover with dry earth,sand,or other non-combustible material and transfer to comtainers.,Use non-sparldn&tools to collect absorbed matenal; CALL CHEMTREC at(800)1124-9300 for emergency response.Isolate spill or leak area immediately for at least 25 to 50 Public Safety: meters(80 to 160 feet)in all directions.Keep unauthorized personnel away.Stay upwind.Keep out of low areas.Ventilate closed spaces before entering.LARGE SPILLS:Consider initial downwind evacuation for at least 300 meters(1000 feet). Also,Reference Emergency Response Guide Number: 127 13. DISPOSAL CONSIDERATION Dispose of in accordance with local,state and federal regulations.(Also reference RCRA information in Section 15 if Waste Deposal listed} 3 14. TRANSPORTATION INFORMATION DOT(Domestic Surface Transportation} IMO/)MIDG(Ocean Transportation) ,_. _ - DOT Proper Shipping Name: IMDG Proper Shipping Name: PAINT PAINT DOTHazard',Class: 3 UKDG I3azard Class: 3.3 High'tlashpoint.flamtnable tigw UN/NA Number: UN 1263 UN Number: UN 1263 DOT Packing Group:. [II I1VIDG'Faeidng Group: lIih'k. Page 5 of 6 i CERCLAMOT RQ: 2733 gal./24242 lbs. System Reference Code: 1 15. REGULATORY INFORMATION Theiegulatottj taimSe' Oh'$5_isnotintcad t` ieall-inelu ive„only selected iegulatr nsai ' Regulatory Overview: re resented 't111 m twit p , the TSCA a r )ucSubs tc '_ :lnyentory or ;notrogoneltsfec ath � ventoIYi'ti ° WHMIS Classification: 133;D1B;D2B �. ���rtl`, h�_� ' S nJl:'s'. r:MY "4 47 �'IRt+ Regulatory List , 5.Productndion)E,isC��1< , .r.ear LSd: _.. m maw a DOT Marine Pollutants(10%) 000095-63-6 Pseudocumene DOT Severe Marine Pollutants(1%): (No Product Ingredients Listed) EPCRA 311/312 Chemicals and RQs: 000098-82-8 Cumene:final RQ=5000 pounds(2270 kg) 001330-20-7 Xylenes(o-,m-,p-isomers):final RQ=100 pounds(45.4 kg) EPCRA 302 Extremely Hazardous: (No Product Ingredients Listed) EPCRA 313 Toxic Chemicals: 000098-82-8 Cumene 000095-63-6 Pseudocumene 001330-20-7 Xylenes(o-,m-,p-isomers) Mass RTK Substances: 000095-63-6 Pseudocumene Mass Extraordinarily Haz Substances: (No Product Ingredients Listed) Penn RTK Substances: 000095-63-6 Pseudocumene Penn Special Hazardous Substances: (No Product Ingredients Listed) Rhode Island Hazardous Substance: 000098-82-8 Cumene 001330-20-7 Xylenes(o-,m-,p-isomers) RCRA Status: (No Product Ingredients Listed) N.J.RTK Substances: 000095-63-6 Pseudocumene N.J.Special Hazardous Substances: 000098-82-8 Cumene 001330-20-7 Xylenes(o-,m-,p-isomers) N.J.Env.Hazardous Substance 000098-82-8 Cumene 000095-63-6 Pseudocumene 001330-20-7 Xylenes(o-,m-,p-isomers) Proposition 65-Carcinogens: (No Product Ingredients Listed) Proposition 65-Female Reproductive Toxins: (No Product Ingredients Listed) Proposition 65-Male Reproductive Toxins: (No Product Ingredients Listed) Proposition 65-Developmental Toxins: (No Product Ingredients Listed) 16. OTHER INFORMATION The information and recommendations contained herein are based upon data 'nor .� o a�WX expressed or implied,is made with respect to the information contaiued Here e tupo �As lntlr �t8 t J� effects which may be caused by exposure to our products_Cus-tomerslus � regulations,and orders. End Of Document Page 6 of 6 i MATERIAL SAFETY DATA SHEET Sales Order:(SalesOrd) MSDS Revision No: 00-9 INTERGARD 475HS OFF-WHITE N _ MSDS Revision Date: 04101/2003 EMERGENCY NUMBERS: IntematlOnal Paint Inc. (800)424-9300 CHEMTREC(USA) (703)527-3887 CHEMTREC(Intl) X.Inkn national. {(800)854{813 on Control Center 6001 Antoine Drive CUSTOMER SERVICE.,: -Emergency) (800)589-1267 PG.,emationai Paint'F -; Houston, Texas 77091 (800)631-7481 lnteriux 1. GENERAL INFORMATION Product Identity: 1NI ERGARD475HS OFF-WHITE Bulk Sales Reference No: EVA010 IMPORTANT: Read-this MSDS before handling or disposing of this product,and provide'this-in formation to the employee,customers,and users of this productfTLEASE.NOTE THE MSDSREVISION NUMBER AT THE TOP OF THIS PAGE:If the MSDS Revision Number posted at the top of this page does not match the MSDS Revision Number on the product label,please contact-Customer Service at the phone number included above.for the.? correct MSDS:This product is covered by the OSHA Hazard Communication Standard and this document has been prepared in accordance with requirements,of this standard'. 2. HAZARDOUS INGREDIENT INFORMATION CAS No Ingredient Name&% Source - EzposarsData ) OSHA: 100 m TWA;435 mg/m3 TWA125 .. >i pp A; g/ ppm STEL;545 mg/m3 STEL ' ;a ACGII3: 100 m TWA125 m STEL. a PP_ PP r. r 100 ppm TWA;435 mg/m3 TWA125 ppm STEL;545 mg/m3 STEL800 NIOSH: ppm IDLH Supplier. No Data Available ov 100 ppm TWAEV;435 mg/m3 TWAEV125 ppm STEV;540 mg/m3 OHSA,CAN: STEV r s�7f Ethyl benzene Mexico: 100 ppm TWA,435;mg/m3 TWA125 ppm STEL,545 mg/m3 STEL 0DOX '' 1.0-10%by Weight Brazil: 78 ppm;340 mg/m3;medium degree of harm ,is:" `"lti - rr .t7'7c'r'2.' •zn Source _ Health Data, , 'h NIOSH. Eye skin �'* h Carcin en Data � .,...: . ... . .... ,_. .-. ....a '�. OSHA: Select Carcinogen:No ti it �.aw, ° 3tsected Carc °ga.xato .�M '„zx.-,2.�:Sul r, Group 1:No; Group 2A:No; IARC: µ',a*stw4w' Group 2b:Yes; Group 3:No; Group 4:No Page 1 of 7 CAS No. Yi p ^37j - I4gedlergt+ "am &Y.'r Source Exposure Data h,Y, OSHA: 15 mg/m3 TWA(total dust);5 mg/m3 TWA(respirable fraction) h nx r d0 mg/m3 TWA(The value,is-forpvticulate matter containing no asbestos ACGIII: and<1%crystalline silica) ' i NIOSH: 10 mg/m3 TWA(total);5 mg/m3 TWA(respirable dust) Supplier-. - No Data Available �, f F, f ' 10 mg/m3 TWAEV(total dust Listed as a nuisance particulate.no asbestos OHSA,CAN: and less than I%crystalline silica) Limestone Mexiico: 10 mghn3 TWA(nuisance particulate) 0013175 50-75%by Weight Brazil: No Data Available kN .t Source Health Data: ,a•, NIOSH: Eye and skin irritation Physical irritation ` Source Carcinogen Data t .r� ^ ., . r y OSHA: Select Carcinogen:No NTT: Known Carcinogen:No; Suspected Carcinogen-No Group 1:No; Group 2A:No; IARC: Group 2b:No; Group 3:No; Group 4:No CAS Na )<ngrediputName Source Exposure Data OSHA: 100 ppm TWA;435 mg/m3 TWA150 ppm STEL;655 mg/m3 STEL ACGIH: 100 ppm.-TWA150 ppm STEL. NIOSH: 100 ppm TWA;435 mg/m3 TWA900 ppm IDLH Supplier: No Data Available r, 100 ppm TWAEV;435 mg/m3 TWAEV150 ppm STEV;650 mg/m3 OHSA,CAN: STEV s�Ti4 Mexico: 100 ppm TWA;435 mg/m3 TWA150 ppm STEL,,655:mghd3 STEL Xylenes(o-,m-,p-isomers) ` 001330 20 ,1tiF Brazil: 78 ppm;340 mg/m3;skin absorber,medium degree of harm 1.0- 10%by Weight - -- Source Health Data NIOSH: Central nervous system depressant;respiratory and eye irritation < Source.., Carcinogen Data OSHA: Select Carcinogen:No '.> r'; NTP: Known Carcinogen_No; Suspected Carcinogen:No c ' IARC• Group 1:No; Group 2A:No; _ Group 2b:No; Group 3:Yes; Group 4:No a'Y?rt ?�' i ram+ aft rc o Y r_,r rC—* CAS.No. , ;kn� Source i Y' .• OSHA: 15 mg/m3 TWA(total dust) ,. ..... ACGIFi: l 01 tng/m3 TWA NIOSH Potential Occupational Carcinogen-see Appendix APotential 4. ry' NIOSH: NIOSH carcinogen. y e c rr� a Supplier: No Data Available ' ~f OHSA,CAN: 10 mg/m3 TWAEV(total dust)- 1i y 1 Mexico: 10 mg/m3 TWA(nuisance particulate)20.mghn3 STEL. - , Titanium dioxide - 013463-67 7 ,r�'# Brazil: No Data Available !+. 10-25%by Weight '%% Source Health,Data Page 2 of 7 i NIOSH: Lung tumors in animals Source Carcinogen Data i OSHA: Select Carcinogen:No NTP: Known Carcinogen--No, Suspected Carcinogen No ' J E Group 1:No; .Group 2A:No; ... _ IARC: Group 2b:No; Group 3:Yes; Group 4:No CAS No.* Source )U109Ure�Sf9 OSHA: No Data Available ACGIFE No Data Available hu � tom.. NIOSH: No Data Available s� Supplier:, Nd'Data Available IWO % OHSA,CAN: No Data Available ,c .v > 'a + Mexico: No Data Available. n "60 t� � :? Reaction product of epichlorohydrin - _- _ -. bl il D N Brazil: o Data Available 025085-99-8 _�&bisphenol A _ K. 10-25%by Weight Source Hea)M Data {r , .. ,. a..-.._... c. .. 0!4 g NIOSH: No Data Available Source Carcinogen Data OSHA: Select Carcinogen:No Known Carcinogen:No; Suspected Carcinogen:No- --- Group 1:No; Group 2A:No; 7U IARC. Group 2b:No; Group 3:No; Group 4:No CAS No. Ingredient Name&I% -_ Source Exposure Data t, OSHA: No Dara Available ACGUi: No Data Available NIOSH: No Dana Available _ Supplier No Data AvailableMI.: OHSA,CAN: No Data Available - Distillates,petroleum,steam- Mexico: No Data Available 'y `3;, r..�T .,°�u : 21. nt i j a t cked,polymers with light steam- Brazil: No Data Available 068410 ' cracked petroleum naphtha - y � Source i 1.0- 10%by Weight NIOSH No Data Available 5 % SOnICe .--CkrdaMMat -.. OSHA: Select Carcinogen:No NTP Known Carcinogen NoCarctno tu°c�. ? i 1fy. '^ Group 1:No; Group 2A:No; IARC. Group 2b:No; Group 3:No; Group 4:No 3. HAZARD IDENTIFICATION NOTICE:Reports,have.associated repeated and prolonged occupational overexposure to•solvents with-permanent brain and Overview nervous�sxstem damage,Intentional misuse by deliberately concentrating and inhaling the-contents-may be harmfW,or fatal..., Avoid` ntac t wij. llj.aYes Inhalation: ri and clothing. Harmful if inhaled.Causes nose and throat irritation.Vapors may affect the brain or nervous system causing dizziness,headache or nausea. Page 3 of 7 ,. I Eyes: Causes severe eye irritation.Do not get in eyes. v.^ Sldn: Causes skin irritation.May be barmfiil if absorbed through the skin. Ingestion: Harmful if swallowed May cause abdominal pant,nausea,vomiting,diarrhea,or drowsiness. Contains an ingredient which can cause organ damage(See Section 2 and Section 15 for each ingredient).Possible cancer Chronic Effects: hazard.Contains an ingredient which may cause cancer based on animal data(See Section 2 and Section 15 for each ingredient). Risk of cancer depends on duration and level of exposure. HMIS Rating-. Health: 2' Flammability. 3 Reactivity: O. 'r'J 4. FIRST AID MEASURES Genet al• Remove contaminated clothing and shoes.Get medical attention immediately.Wash clothing_before reuse..Thoroughly clean or't destroy contaminated shoes A.,i'' Inhalation' If inhaled,remove to fresh air.If not breathing,give artificial respiration.If breathing is difficult,give oxygen.Get medical attention immediately. Eyes; In case of contact,immediately flush eyes with plenty of water for at least 15 minutes.Get medical attention immediately. i Skin: In case of contact,immediately flush skin with soap and plenty of water.Get medical attention immediately. Ingestion: If swallowed,immediately contact Poison Control Center at 1-800-854-6813.DO NOT induce vomiting unless instructed-to do so by medical personnel.Never give anything by mouth to an unconscious person. 5. PROTECTIVE EQUIPMENT AND CONTROL MEASURES Select equipment to provide protection from the ingredients listed in Section 2 of this document.Ensure fresh air entry during. application and drying.If you experience eye watering,headache or dizziness or if air monitoring demonstrates dust,vapor,or- mist levels are above applicable limits,wear an appropriate,property fitted respirator(NIOSH approved)during and after Respiratory. application.Follow respirator manufacturer's directions for respirator use.FOR-USERS OF 3M RESPIRATORY PROTECTION ONLY:For information and assistance on 3M occupational health and safety products,call OH&ESD Technical, Service toll free in U.S.A. 1-800-243-4630.in Canada call 1-800-267-4414.Please do not contact these numbers regarding... other manufacturers respiratory protection products.3M does not endorse the.accuracy of the information contained in this' Material Safety Data Sheet Do not get in eyes.Protective equipment should be selected to provide protection from exposure to the chemicals listed in Eyes: Section 2 of this document.Depending on the site-specific conditions of use,safety glasses,chemical goggles,and/or head and face protection may be required to prevent contact.The equipment must be thoroughly cleaned,or discarded after each use. Protective equipment should be selected to provide protection from exposure to the chemicals listed in Section 2 of this - Sldn/Hand: documenL Depending on the site-specific conditions ofuse,protective gloves,.apron,boots,head and face protection may be required to prevent contact The equipment must be thoroughly cleaned,or discarded after each use. •' Engineering Controls: Prevent build-up of vapors by opening all windows and doors to achieve cross-ventilation. Emergency eye wash fountains and safety showers should be available in the immediate vicinity ofany potential exposure.Use Other.Work Practices:good personal hygiene practices.Wash hands before eating,drinking,using toilet facilities,etc.Promptly remove soiled clothing and wash clothing thoroughly before reuse.Shower after work using plenty of soap and water. 6. FIRE AND EXPLOSION INFORMATION Flash Point: F: 93 � C: 34 Lower Explosive Limit(LEL): I (%vol in air)at Normal Atmospheric Temp and Pressure Flammable liquid and vapor.FLAMMABLE/COMBUSTIBLE MATERIALS:Will be easily ignited by heat;s " or flames.Vapors may form explosive mixtures with air.Vapors may travel to source of ignition`and flash b `• Fire and Explosion Hazards: Most vapors are heavier than air.They will spread along ground-and collect inlow:orconfined:areas(sewem `s_ basements„tanks)creating a vapor explosion hazard Runoff:to sewers may create Ere or explosion hazard. Containers may gxplode.whea heated. CAUTION:This product has a very low flashpoint.Use of water spray when fighting fire may be inefficient SMALL FIRES: Use dry chemical,CO2,water spray or alcohol-resistant foam.LARGE FIRES:Use water spray, Fire Fighting Procedures: fog,or alcohol-resistant foam.Do not use straight streams.Move containers from fire area if you can do so without risk.Runoff from fire control may cause pollution.Dike fire control water for later disposal.Do not scatter the material. :Mso Reference Emergency Response Guide Number:127 Page 4 of 7 i 7. PHYSICAL AND CHEMICAL PROPERTIES Physical State: Liquid 3r � PH: Not Determined Specific Gravity: 1.75191 _.. _ Boiling Point(F): 279 Vapor Density: Heavier than air VOC Content Ohs): Refer to the Technical Data Sheet for this product Evaporation Rate: Slower.than ether ' s i ► Po P � 8. STABILITY AND REACTIVITY DATA General:^ This product is stable and hazardous polymerization will not occur: `} Incompatible Materials: Strong oxidizing agents. Hazardous Decomposdon• May produce hazardous fumes when heated to decomposition as in welding.Fumes.may produce Carbon Dioxide and Carbon Monoxide. 9. HANDLING AND STORAGE Storage Temperature: Store between 32 and 120 F Keep away from heat,sparks and flame.Do not smoke.Extinguish all flames and pilot lights,and turn off stoves,heaters, Handling and Storage electric motors and other sources of ignition during use and until all vapors are gone.Vapors may cause flash fire or ignite Precautions: explosively.Prevent build-up of vapors by opening all windows and doors to achieve cross-ventilation.Do not get in eyes, on skin or clothing.Close container after each use.Nash thoroughly after handling. 10. TOXICOLOGICAL DATA NOTICE:Reports have associated repeated and prolonged occupational overexposure to solvents with permanent brain General: and nervous system damage_Intentional misuse by deliberately concentrating and inhaling the contents may be harmful or fatal.No additional information provided for this product.See-Section 2 for chemical specific data. 11. ECOLOGICAL DATA General: No additional information provided for this product See Section 2 for chemical specific data: '1 12. ACCIDENTAL RELEASE MEASURES ELIMINATE All;IGNMON SOIJRGES(no smo)dng,flares,`sparks or flames inimmediate area).Use only'non krttr sparking equipment to Handle spilled nuatenal and absorbent.Do not touch or walk.through'spilled material Stogy Spill Response Procedures: you can*do so without risk.Prevent.entry into waterways-tewers,basements or confined areas:A vapor s❑Ppressi am, may be.used to reduce vapors.Absorb-or cover with dry.earth,sand,or other non-c onibustible' material and transfei to containers.Use non-sparking tools to collect absorbed material. CALL CHEMTREC at(800)-4249300 for emergency response.Isolate spill or leak area immediately for at least 25 to 50 meters(80 to 160 feet)in all directions.Keep unauthorized personnel away.Stay upwind_Keep out of low areas. Public Safety: Ventilate closed spaces before entering.LARGE SPILLS:Consider initial downwind evacuation for at least 300 meters (1000 feet). Also,Reference Emergency Response Guide Number:127 Page 5 of 7 I I I I I 13. DISPOSAL CONSIDERATION Waste Disposal Dispose of in accordance,With. local,state and federal Listed) m gulations (Also reference RCRA information tn,Seehon 15 14. TRANSPORTATION INFORMATION DO,T,(Dome'sdc.SurfaceTransportation) _ IMO/IMDG DOT Proper Shipping Name: ..� , .-::-, . (Ocean Trauaporgdgn PAINT IItIDG Proper Shipping Name: PAINT DOT Hazard Class :.rw Hard Class: 33-Nigh flash oint fl } UN/NA Number UN 1263 p anin able hgmds . UN Number: UN 1263 DOT Packing Croup. } MG P rk Group: Illx tCERCLA/DOT RQ: 78 gal. 1133 lbs. Svstcm Reference Code: 2 _ 15. REGULATORY INFORMATION The regulatory d�in Section 15 is not intended to be all-inclusive~only selected re Regulatory Overview: represented .All ingredients of this product are listed on the TSCA(l o:cic,Substancc Control Adr , f _. .. Inventory or are not required tabe listed on the TSCA Inventory < f WHMIS Classification: B2;D2B Regulatory List Product Ingredients on List DOT Marine Pollutants(10%): (No Product Ingredients Listed) DOT Severe Marine Pollutants(1%): (No Product Ingredients Listed) EPCRA 311/312 Chemicals and RQs: 000100-41-4 Ethyl benzene _ filial R =1000 oun g) 001330-20-7 Xylenes o-, m- Q P ds(454 k EPCRA 302 Extremely Hazardous• y ( ,P-isomers):final RQ=100 pounds(45.4 kg) (No Product Ingredients Listed) EPCRA 313 Toxic Chemicals: 000872-50-4 1-Methyl-2-PYnolidone 000100-41-4 Ethyl benzene 001330-20-7 Xylenes(o-,m-,p-isomers) Mass RTK Substances: 000100-414 Ethyl benzene 001317-65-3 Limestone 013463-67-7 Titanium dioxide 001330-20-7 Xylenes(o-,m-,p_isomers) Mass Extraordinarily Haz Substances: 014808-60-7 Quartz Penn RTK Substances: 000100-41-4 Ethyl benzene 001317-65-3 Limestone 013463-67-7 Titanium dioxide 001330-20-7 Xylenes(o-,m-,p-isomers) Penn Special Hazardous Substances: (No Product Ingredients Listed) Rhode Island Hazardous Substances: 000100-414 Ethyl benzene 001317-65-3 Limestone 013463-67-7 Titanium dioxide 001330-20-7 Xylenes(o-,m-,p-isomers) RCRA Status: (No Product Ingredients Listed) N.J.RTK Substances: 000100-41-4 Ethyl benzene 013463-67-7 Titanium dioxide Page 6 of 7 001330-20-7 Xylenes(o-,m-,p-isomers) N.J.Special Hazardous Substances: 000100-41-4 Ethyl benzene 001330-20-7 Xylenes(o-,m-,p-isomers) N.J.Env.Hazardous Substances: 000872-50-4 1-Methyl-2-pyrrolidone 000100-414 Ethyl benzene 001330-20-7 Xylenes(o-,m-,p-isomers) Proposition 65-Carcinogens: 014808-60-7 Qum Proposition 65-Female Reproductive Toxins: (No Product Ingredients Listed) Proposition 65-Male Reproductive Toxins: (No Product Ingredients Listed) Proposition 65-Developmental Toxins: 000872-50-4 1-Methyl-2-pynulidone 16. OTHER INFORMATION The information and recommendations contained herein are based.bpon data believed to be.correct'However,no b>uarawtee qr� atranty of any kind, expressed or imphed,rs inade with•respect to,66 information contained herein.We accept no responsihility and disclaim ty for any haunful effects which may be caused by exposure to our products.Cu tomerslusers of this product must Comply with alI a ty laws, rc aulauons and orders. End Of Document Page 7 of 7 MATERIAL SAFETY DATA SHEET Sales Order.(Salesord) ... , -. _ __ ,- ...-. ... _.:�..-,..,._ a .. ..--. ,. er•r � ter. INTERGARD 475HS CONVERTER Msos Re, «T No as t >x�'�'` MSDS�Rev�on Dat 1',`� t1/11l2002 r�* e J_j EMERGEN .h CY,—1-BERS4`'•.; i �yl`.T1 yr' Ja ^r R1.3 ' (800)42 � CHE EG,( 1` Intemational Paint Inc. (103}52T `C�HE(UfTRECQ nd OM p54 6001 Antoine Drive CgSTOIlAeta (800)'58914tt�i9f. Houston,Texas 77091 c 'z,�t� �� �"` "% r • . ` (800)'�.81"l 1. GENERAL INFORMATION Product Identity. INTERGARD 475HS CONVERTER Bulk Sales Reference No: EVA046 IMPORTANT: Read this MSDS;before dandling or disposing of this product,and"provide this information to the employee,customers,and users of :! this product.PLEASE NOTE THE MSDS'REVISION•NUMBER AT THE TOP OF THIS PAGE.'If the MSDS Reviiion,Number posted,at the top of..; this page does not match the MSDS Revision Number on the product label,please contact Customer Service at the.phone number included above for the correct MSDS.This product is covered by the OSHA Hazard Communication Standard and this document has been prepared in accordance with, requirements of this standard.. 2. HAZARDOUS INGREDIENT INFORMATION CAS No.. Ingredient Name&% Source Exposure Data OSHA: No Data Available '.� ACGIH: No Data Available fit NIOSH: No Data Available a a Supplier: No`DataAvailable_ _'J OHSA,CAN: No Data Available -+ Mezicb: NoData.A,vatlable 2,4,6-1 n(dimethylaminomethyl) _. henol Brazil: No Data Available 1.0 10%by Weight Source r: r . �•`�Fh ,` Heattlt Data .... NIOSH: No Data Available �JY .� - _ ). [n�•nk��.y t•�-'^ - ti ti ,t,,,�T. �3, •�Y •y.� ,7 SJ�ce..�.....Jai:.v�':XWIOl4•IHl'$�i4id#ALF�rM1-1• iCxtT�M..irivLfi'V�91✓Ji:µ10 1: OSHA Select Carcinogen:No y.S.tL .4+e,'` a-a-2:5 NTP r xl, s Group 1:No; Group 2A:No; IARC: .` Group 2b:No; Group 3:No; Group 4:No CAS No S°urce_: 7_,kl_ ` } �€€ esureData . � Page 1 of 7 r� :c I I I �t�`js`• OSHA: 100 ppm TWA;435 mg/m3 TWA125 ppm STEL;545 mg/m3 STEL r: ACGIH: lOO ppm T'WA125 ppm STEL' 100 ppm TWA;435 mg/m3 TWA125 ppm STEL;545 mg/m3 STEL800 NIOSH: PPm IDLH i Supplier: No Data Available , �� . -i 100 ppm TWAEV;435 mg/m3 TWAEV125 ppm STEV;540 mg/m3 `may OHSA,CAN: STEV F Mexico: 100.ppm TWA,435 mg/m3:TWA125 ppm STEL;545 mg/tn3 STET 6 �- Ethyl benzene rm ., .. _ . 00010(1.4 Brazil: 78 ppm 340 mg/m3;medium d of ba 1.0-10%by Weight megree t SourceD$ta x NIOSH: Eye skin s Source Carcinogen Data,' : °f OSHA: Select Carcinogen:No NTP: Known Carcinogen:No, Suspected Carcinogen:No Jr L ''a Group 1:No; Group 2A:No; > [ARC: Group 2b: Yes; Group 3:No; Group 4:No CAS No-'!:.' Ingredient Name&% • Source Exposure Data } YR OSHA: No Data Available ACGIH: No Data Available NIOSH: No Data Available Supplier: No Data Available ,:. OHSA,CAN: No Data Available 1 Mexico: No Data Available i # Benzyl alcohol Brazil: No Data Available 000100=5T'. �;: a 1.0-10%b Weight Y g Source Health Data ;NIOSH: No Data Available .) Source Carcinogen Data: OSHA: Select Carcinogen:No � 1 NTP: Known Carcinogen No, Suspected Carcruogeni'No: x • ��;' _. .. .. ..:.__ :- .._._ ._ .•• ,.. . . �.Nw.. .�--hut IARC• Group 1:No; Group 2A:No; Group 2b:No; Group 3:No; Group 4:No 57 CAS No.. �3t Source Exposure Data�- a.. " i t } <• OSHA: 15 mg/m3 TWA(total dust);5 mg/m3 TWA(respirable fraction) 10 mg/m3 TWA(The value,is for particulate matte 10 no asbestos ' ACGIH: 3 and<1%crystalline silica) NIOSH: 10 mg/m3 TWA(total);5 mg/m3 TWA(respirable dust) ++ Suppler No DataAvailatlie ";, i'. .�i'. ;''`v�tt'"v� �M, 10 mg/m3 TWAEV(total dust.Listed as a nuisance particulate.no asbestos '�`•r OHSA,CAN: and less than 1%crystalline silica) Mexico: IP mg/m3.TWA(nuisance particuate) w Limestone 001317 6_ . Brazil: No Data Available ax 50-75%by Weight Source: Health Data NIOSH: Eye and skin irritation Physical irritation , Source Carcinogen Data, Page 2 of 7 i .: I OSHA: Select Carcinogen:No k .t NTP Known Carcinogen:No Suspected Carctnogea:No R Group 1 No; Group 2A:No:.. f;:3 Group 2b: No; Group 3:No; Group 4:No CA NO. �1Y r� Source ... - - ExpoattreDattu Q. x.aa tiCSx. .. _ .. �x.....c....A..w Ef tt l� OSHA: 100 ppm TWA;435 mg/m3 TWA150 ppm STEL;655 mg/m3 STEL ACGIH . 100 ppm TWA150 ppm STEL a - -. NIOSH: 100 ppm TWA;435 mg/m3 TWA900 ppm IDLH c Supplier. .,No Data Available: ` (' `•r 3 ; a 100 ppm TWAEV;435 mg/m3 TWAEV150 ppm STEV;650 mg/m3 :H OHSA,CAN: STEV Mexico: 100 ppm TWA;435 mg/m3 TWA150 ppm STEL;655 mg/,t3.5TEL; 4; Xylenes(o-,m-,p-isomers) 001330-2 `• Brazil: 78 ppm;340 mg/m3;skin absorber;medium degree of harm '3 1.0-10%by Weight Source Health Data 1 NIOSH: Central nervous system depressant;respiratory and eye irritation Source Carcinogen Data OSHA: Select Carcinogen:No NTP: Known Carcinogen-.No; Suspected Carcinogen:No Group 1:No; Group 2A:No; IARC: Group 2b:No; Group 3:Yes; Group 4:No CAS No. Ingredient Name&910' Source EXpoeureData =: OSHA: No Data Available ACGIH: No Data Available. NIOSH: No Data Available 7,71 _ Supplier. No Data Available ' OHSA.CAN: No Data Available Mexico: No Data Available Silica,amorphous,fumed,cryst--free Brazil: No Data Available 112945-52 5,Y} ` ^> 1.0-10%by Weight k Source Health Data rN NIOSH: No Data Available F )) Y.,•• Source (,arCtnogen I}Ate 1 f. �'k.a`\ t A OSHA: Select Carcinogen:No NTP: Known Carcinogen:No Suspected Carcinogen,:No oJdff E Group 1:No; Group 2A:No; k IARC: Group 2b:No; Group 3:No; Group 4:No 3. HAZARD IDENTIFICATION ,N R ha a associated repeated and prolonged occupational overexposure to solvents with permattea>rbttatn a. �_��- � Overview pis'sse�y)Fntentional misuse by deliberately concentrating and inhaling the eontents niay be'liattafnl�oi fatal` and clothing _1 Inhalation: Harmful if inhaled.Causes nose and throat irritation.Vapors may affect the brain or nervous system causing dizziness,headache or nausea- Eyes: Causes Cy-burns.Do not get in eyes. -� Skin: Causes skin burns.May be harmful if absorbed through the skin. Page 3 of 7 I I `-' I Ingestion. Harmful if swallowed.May cause abdominal pain,nausea,vomiting,diarrhea,or drowsiness: 1,! Contains an ingredient which can cause organ damage(See Section 2 and Section 15 for each ingredient).Possible cancer 4 Chronic Effects: hazard.Contains an ingredient which may cause cancer based on animal data(See Section 2 and Section 15 for each ingredient). Risk of cancer depends on duration and level of exposure. HMIS Rating: Health: 3* Flammability: 3 Reactivity: 0: _ 4. FIRST AID MEASURES General Remove contaminated clothing and.shoes.Get medical attention immediately.Wash clothing before reuse.Thoroughly clean az; destroy contaminated shoes. > If inhaled,remove to fresh air.If not breathing,give artificial respiration.If breathing is difficult,give oxygen.Get medical Inhalation: attention immediately. Eyes: In case of contact,immediately flush eyes with plenty of water for at least 15 minutes:Get medical.attention immediately I Skin: In case of contact,immediately flush skin with soap and plenty of water.Get medical attention immediately. Ingestion: If swallowed,immediately contactPoison Control Center at 1-800-854-6813.DO NOT inducevomiting unless_instracte -06 so by medical personnel.Never give anything by mouth to an unconscious person. 5. PROTECTIVE EQUIPMENT AND CONTROL MEASURES Select equipment to provide protection from the ingredients listed in Section 2 of this document.Ensure fresh airentry during application and drying.If you experience eye watering,headache or dizziness or if air monitoring demonstrates dust,vapor,or mist levels are above applicable limits,wear an appropriate,properly fitted respirator(NIOSH approved)during and after: application.Follow respirator manufacturer's directions for respirator use.FOR USERS OF 3M RESPIRATORY Respiratory: PROTECTION ONLY:For information and assistance on 3M occupational health and safety products,call OH&ESD Technical. Service toll free in U.S.A.1-800-2434630,in Canada call 1-800-2674414.Please do not contact these numbers regarding other.' manufacturer's respiratory protection products.3M does not endorse the accuracy of the information contained in this Material Safety Data Sheet. Do not get in eyes.Protective equipment should be selected to provide protection from exposure to the chemicals listed in Eyes: Section 2 of this document.Depending on the site-specific conditions of use.safety glasses,chemical goggles,and/or head and face protection may be required to prevent contact.The equipment must be thoroughly cleaned,or discarded after each use. Protective equipment should be selected to provide protection from exposure to the chemicals listed in Section 2 of this Skin/Hand: document.Depending on the site-specific conditions of use,protective gloves,apron,boots,head and face protection mayy be required to prevent contact.The equipment must be thoroughly cleaned,or discarded after each use. Engineering Controls: Prevent build-up of vapors by opening all windows and doors to achieve cross-ventilation. Emergency eye wash fountains and safety showers should be available in the immediate vicinity of any potential exposure.-Use•`1 Other Work Practices:good personal hygiene practices.Wash hands before eating,drinking,using toilet facilities,etc.Promptly remove soiled clothing and wash clothing thoroughly before reuse.Shower after work using plenty of soap.and water. 6. FIRE AND EXPLOSION INFORMATION Flash Point: F: 88 A -�" `�1 C• 31." .. �.,. •i..._.. . .. .. -..- _- .- - :._ _.. . ._.... . .__ - .....�"sw::+-life Lower Explosive Limit(LEL): 1 (%vol in air)at Normal Atmospheric Temp and Pressure F7ammable.liquid and vapor.FLAMMABLE/COMBUSTIBLE MATERIALS,Will be easily ignited or flames.Vapors may form explosive mixtures with-ain Vapors may travel to source of ignition and flash r Fire and Explosion Hazards: Most vapors-are heavier than air:They will spread along groundand collectin low orconfined aniii* basements;tanks)creating a vapor explosion hazard.Runoff to sewers.may create fire or explosion baiatd:l Containers may explode when heated r q. ' CAUTION:This product has a very low flashpoint.Use of water spray when fighting fire may be inefficient SMALL FIRES:Use dry chemical,CO2,water spray or alcohol-resistant foam.LARGE FIRES:Use water spray, Fire Fighting Procedures fog,or alcohol-resistant foam.Do not use straight streams.Move containers from fire area if you can do so without risk.Runoff from fire control may cause pollution.Dike fire control water for later disposal.Do not scatter the material. Also Reference Emergency Response Guide Number: 127 Page 4 of 7 7. PHYSICAL AND CHEMICAL PROPERTIES Physical State: Liquid pH: Not Determined Spec Gravity: 1.735448 _ ✓ Boiling Point(F): 279 Vapor Density Heavier than air ,F VOC Content(lbs): Refer to the Technical Data Sheet for this product Evaporation Rate• n Slower thaether 8. STABILITY AND REACTIVITY DATA General: This product is stable and hazardous polymerization will not occur. r Incompatible Materials: Strong oxidizing agents. May produce hazardous fumes when heated.to decomposition as-in welding.Fumes may,produce Carbon:Dioxide and Hazardous Decompostion: Carbon Monoxide. 9. HANDLING AND STORAGE Storage Temperature:_ Store between 32 and 120:F f Keep away from heat,sparks and flame.Do not smoke.Extinguish all flames and pilot lights,and turn off stoves,heaters, Handling and Storage electric motors and other sources of ignition during use and until all vapors are gone.Vapors may cause flash fire or ignite Precautions: explosively.Prevent build-up of vapors by opening all windows and doors to achieve cross-ventilation.Do not get in eyes, on skin or clothing.Close container after each use.Wash thoroughly after handling. _ 10. TOXICOLOGICAL DATA NOTICE:Reports have associated repeated and prolonged occupational overexposure to solvents with permanent brain General: and nervous system damage.Intentional misuse by deliberately concentrating and inhaling,the contents may be harmfW-orI fatal.No,additional information provided for this product See Section 2 for chemical.specific data. 11. ECOLOGICAL DATA General: No additional information provided for"product.See Section 2-f6rchemicalspecific-data. Jl' •r: 12. ACCIDENTAL RELEASE MEASURES ELIMINATE ALL IGNITION SOURCES(no smoiang,flues,'sparks:orflames in imigediate:area)Xse-only.non s inn ui ent to dandle spilled material and absorbent:Do not touch or:'walk.throu through.spilled Sto leaiE . 1 Par �.,g:e9 Pm sP g P- P �3=3 Spill Response Procedures: you can do so without risl::.Prevent entry into wateiwaysNs ess;basements or confined'areas-'-A-vapor suppressing.foamr may be used to reduce vapors.Absorb or cover with dry eaitb,sand,or other non-combustible material and transfer to containers.Use non-sparking tools to collect absorbed•matcrial:. CALL CHE:ITTREC at(800)-4249300 for emergency response.Isolate spill or leak area immediately for at least 25 to 50 Public Safety: meters(80 to 160 feet)in all directions.Keep unauthorized personnel away.Stay upwind.Keep out of low areas.Ventilate closed spaces before entering.LARGE SPILLS:Consider initial downwind evacuation for at least 300 meters(1000 feet). Also,Reference Emergency Response Guide Number:127 Page 5 of 7 _ 13. DISPO_SA_L CONSIDERATION Waste Disposal: Dispose.of in accordance with local,state and federal regulations.,(Also'reference RCRA ibformation in Section 15 if fisted). 14. TRANSPORTATION INFORMATION DOT(Domestic Surface 1ransportation) IMO 1.IMDG(Ocean Transportation) DOT Proper Shipper Name IDDG Proper Shipping Name: PAINT PAINT DOT Hazard Class , ,�'r, �, 11VIDG Hazard Class: 3.3-High flashpointflammable.liquids i UN/NA Number: UN 1263 UN Number. UN 1263 DOT Packing Group:, _ `° x: ,`T '. ,. DKDG.Packing Group: III' jt �°,' l1 ,2 r`..'�a � °k�. CERCLA/DOT RQ: 87 gal./1261 lbs. System Reference Code: 1 15. REGULATORY INFORMATION The regulatory data in Section 15 is not intended to be all-inclusive-only selected regulations are Regulatory Overview: represented. All ingredients ofthis product arelisted on the TSCA(Toxic Substance Control Act) Inventory or are not required to be listed-on theTSCA Inventory. WHMIS Classification: 132;D2B;E Regulatory List Product Ingredients on-1,14 DOT Marine Pollutants(10%): (No Product Ingredients Listed) DOT Severe Marine Pollutants(1%): (No Product Ingredients Listed) EPCRA 311/312 Chemicals and RQs: 000100-41-4 Ethyl benzene:final RQ=1000 pounds(454 kg) 001330-20-7 Xylenes(o-,m-,p-isomers):final RQ=100 pounds(45.4 kg) EPCRA 302 Extremely Hazardous: (No Product Ingredients Listed) EPCRA 313 Toxic Chemicals: 000100-41-4 Ethyl benzene 001330-20-7 Xylenes(o-,m-,p-isomers) Mass RTK Substances: 000100-51-6 Benzyl alcohol 000100-41-4 Ethyl benzene 001317-65-3 Limestone 001330-20-7 Xylenes(o-,m-,p-isomers) Mass Extraordinarily Haz Substances: 014808-60-7 Quartz Penn RTK Substances: 000100-51-6 Benzyl alcohol 000100-41-4 Ethyl benzene 001317-65-3 Limestone 001330-20-7 Xylenes(o-,m-,p-isomers) Penn Special Hazardous Substances: (No Product Ingredients Listed) Rhode Island Hazardous Substances: 000100-41-4 Ethyl benzene 001317-65-3 Limestone 001330-20-7 Xylenes(o-,m-,p-isomers) RCRA Status: (No Product Ingredients Listed) N.J.RTK Substances: 000100-41-4 Ethyl benzene 001330-20-7 Xylenes(o-,m-,p-isomers) N.J.Special Hazardous Substances: 000100-41-4 Ethyl benzene Page 6 of 7 i 001330-20-7 Xylenes(o-,m-,p-isomers) NJ.Env.Hazardous Substances: 000100-41-4 Ethyl benzene 001330-20-7 Xylenes(o-,m-,p-isomers) Proposition 65-Carcinogens: 014808-60-7 Quartz Proposition 65-Female Reproductive Toxins: (No Product Ingredients Listed) Proposition 65-Male Reproductive Toxins: (No Product Ingredients Listed) Proposition 65-Developmental Toxins: (No Product Ingredients Listed) _ 16. OTHER INFORMATION The information and recommendations contained herein pzej?ased;upon data believed to:be cotrectSFibweiie �nofguatantee=or-warranty of any:kind `1 t �- xx arc �. r 3 expressed or implied,is made with respect to the informatt�'n contained herem..We'accept no reams 1 si~iatm all liability for any harnrtu[ effects which may be caused by exposure to our produc is CbatomW- -'j n cam' applicable,health and safety lawsre lations,-and orders_ k , End Of Document Page 7 of 7 (i I MATERIAL SAFETY DATA SHEET Sales Order:(SalesOrd) } ` MSDS Revision No: A4.8 ` O FU �r+ INTERZINC 52 CONVERTER Msos Revision ate: o>�1sr2oos l D EMERGENCY NUMBERS:., Intemational Paint Inc. (800)424-930o CHEMTRE Sll Tg (703)527-3887 CHEMTRE X.Internationai. 6001 Antoine Drive (800)854=6813 Poison Co*01 ter. CUSTOMER SERVICE: (Non-Emergency) Houston, Texas 77091 (800)589-1267 International Paint (800)631-T481 Interiux t 1. GENERAL INFORMATION Product Identi. s' INTERZINC 52 CONVERTER 1 Bulk Sales Reference No: EPA176 IMPORTANT: ILead this MG b before handling or disposing of this product,and provide this information to the employee;customers,and users of this product,PLEASE NOTE THE MSDS REVISION NUMBER AT THE TOP OF TMS-PAGE.If the MSDS Revision Number posted'at the top of this page does not'match the MSDS Revision Number on the product label,please contact Customer Service at-the phone number included above for the correct MSDS.This product is covered by the OSHA Hazard Communication Standard'and this document has been prepared in accordance with requirements of this:standard;; 2. HAZARDOUS INGREDIENT INFORMATION CAS Nor. Ingredient Name&% Source Expointe DrRta OSHA: 100 ppm TWA,300 mg/m3 TWA50 ppm Ceiling, 150 mg/m3 Ceiling ACGIH.. 50 ppm Ceiling NIOSH: 50 ppm Ceiling, 150 mg/m3 Ceiling1400 ppm IDLH IN - s*fti Supplier. No Data Available OHSA,CAN: 50 ppm CEV; 150 mg/m3 CEV Mexico:. 50•ppm TWA 150 mg/m3 TWA o ;f} S-4:= 40 ppm(ceiling); 115 mg/m3(ceiling);skin absorber,maximum~degree of F'ire w n-Butyl alcohol Brazil: 00001�=3t> 10-25%by Weight hm, Source Health Data F..r..;__„z � NIOSH: Eye and mucous membrane irritation CNS depression '•.,�',,. , �a�i N tom* ',.K•-. f Source.� �, CarcinogenDataa�: Fx auk + e,4 OSHA Select Carcinogen:No �_ NTP Known Carcinogen No; Suspected Carcm ++„ °" «&. we Group 1.No; Group 2A:No; IARC: Group 2b:No; Group 3:No; Group 4:No CAS No Ingredient Name&% Bootee Page 1 of 8 I I OSHA: No Data Available .- ACGIR.. No Data Available i, NIOSH: 25 ppm TWA,125 mg/m3 TWA K. a Supplier. No Data Available ++ r, ' OHSA,CAN: No Data Available �L'v JF" Mexico: No Data Available OOO t, ? Pseudocumene Brazil: No Data Available 1.0- 10%by Weight Source Health Data NIOSH: No Data Available K Source Data t ,4 s '�'~s 1_ tact�xa"I 41; OSHA: Select Carcinogen:No NTP: Known Carcinogen:No; Suspected Carcinogen:No Group 1:No; Group 2A:No; LARLu"� rLC' Group 2b:No; Group 3:No; Group 4:No CAS No. x�`c� iingredientName&%. Source T f ... „ExPosnre Dates ''f OSHA: 150 ppm STEL;540 mg/m3 STEL ACGIH: 100 ppm T WA150 pptn STEL NIOSH: 100 ppm TWA;360 mg/m3 TWA150 ppm STEL;540 mg/m3 STEL ,µ Supplier. May cause birth defects_. 100 ppm TWAEV;365 mg/m3 TWAEV150 ppm STEV;550 mg/m3 OHSA CAN: STEV Mexico: No Data Available j Propylene glycol monomethyl ether Brazil: No Data Available 0001Q7-9&� 10-25%by Weight Source Health Data .> NIOSH: Eye nose } j Source q. Carcinogen Data >s: dat OSHA: Select Carcinogen No NTP: Known Carcinogen:No; Suspected Carcinogen:No Group 1:No; Group 2A:No; r� ?L IARC. Group 21b:No; Group 3:No; Group 4:No CAS'No.' Source Exposure Data ,.14 * , OSHA: No Data Available �. ACGIH: No Data,Available Cryt NIOSH: 25 ppm TWA 125 mg/m3 TWA �E Sul er:. No Data A.YeiIablC "2 +5 H> `' R 9 , '� . �..._. rti L...eY.11e•.''._.-.... � � - OHSA,CAN: No Data Available ?�' Meiaco No Data Availca�., s a3ic:�f�:L�r��i.. c ay`isek1. .to V °��'•' { :c 1,3,5-Trimethylbenzene Brazil. No Data Available 000I08,8 j 1.0-10%b Weight Y Source Health NIOSH: No Data Available U. Source Carcinogen Data 4 " Page 2 of 8 Y r+ OSHA: Select Carcinogen:No NTP: Known Carcinogen:No;,Suspe cted'Caminogen No � i4 e'S's-f -, ... _ ... �-.. . •..�. ... .- __ � .,ire»'^.�' Group 1:No; Group 2A:No; t [ARC: Group 2b:No; Group 3:No; Group 4:No f::1ti VO • e .� P ,ir. � ent dame /• r Source Exposure Data ' Y OSHA: No Data Available 3� ACGIH: No Data Available NIOSH: No Data Available Supplier:... .No Data Available �."•'�'�',. �F x OHSA,CAN: No Data Available a Mexico: No Data Available Reaction product of epichlorohydrin 021�08 ti 1)9 h &bisphenol A Brazil: No Data Available 10-25%by Weight Source Health Datavr` t� t x<. ' NIOSH: No Data Available Source Carcinogen Data ' f �, �� OSHA: Select Carcinogen: No ra NTP: Known Carcinogen:No;-Suspected Carcuogen No 3; Group 1:No; Group 2A:No; ' IARC• Group 2b:No; Group 3:No; Group 4:No CAS Na IngredientName&0/4 Source Exposure Data f : OSHA: No Data Available •.z,. , r. ` k:h ACGIH: No Data Available } � ? MOSH: No Data Available Supplier. No Data Available OHSA,CAN: No Data Available F f Mexico. No Data Available. ., _ .�.�%.:.:..u,.:.�..:a,�a��7. Petroleum naphtha,light aromatic Brazil: No Data Available Oti4742 g �• 10-25%by Weight r 7ecr } $gores Health Data. c r�tg, NIOSH: No Data Available �+ �:•CarcinogenData a ,✓.: _.<s:�:.'aw��a•L-;S/..x.�: . OSHA: Select Carcinogen:No NTP: Known Carcinogen:N%,Suspected Carcinogen:No r Group 1:No; Group 2A:No; ;t `# IARC: Group 2b:No; Group 3:No; Group 4:No •�4:i :ai(:s:: 3. Source. Exposure-Data OSHA: No Data Available `'•' •,�, ACiGIH , No Data Available... ;k,a1 a�,4`t•4 t�,••'� :a jai'. ;4T�+ARM,WO ' c NIOSH: No Data Available {� n; Supplier: No Data Available: _.Y f3aj•%} OHSA,CAN: No Data Available Page 3 of 8 i Mexico: No Data Available �•: '•"' : E :cy-' �'U'� Methyl epoxystearate and _ _.,. ___t1S^.i3 iTetraethylene pentamine(TEPA), Brazil: No Data Available 068298-14-6a .,� =reacnon products Source health Data 'h 1.0- 10%by Weight ` NIOSH: No Data Available Source Carcinogen Dgta phi .1 r OSHA: Select Carcinogen:No a a ,,� ''•',° IN713- Known Carcinogen:No: Suspected Carcinogen:No ' Group 1:No; Group 2A:No; LARvC Group 2b:No; Group 3:No; Group 4:No CAS No. ; Urgreilient.Name 4r°/....• Source ? " ;is�� Exposure Data < OSHA: No Data Available ACGIH No Data Available NIOSH: No Data Available Yr1; Supplier: No Data Available OHSA,CAN: No Data Available / Mexico: No Data Availible W ,¢J71- El Fatty acids,tall-oil,reaction products t Brazil: No Data Available 063953-36 fry tetraethylenepentamrne _ T 10-25%by Weight Source Health Data r NIOSH: No Data Available <:t Source Carcinogen Data ' OSHA.: Select Carcinogen:No NTP: Known Carcinogen:.No- Suspected Carcinogen:No ' Group 1:No; Group 2A:No; [,ARC: Group 2b:No; Group 3:No; Group 4:No 3. HAZARD IDENTIFICATION NOTIyCE:Reports have associated repeated and prolonged occupational overexposure to solvents with permanent;brain and' stem damage.Intentional rnisuseby deliberately concentrating and inhaling the contents may beharmful.or_fatal. Overview ,�{s s' W1 L skin and clod-Ling.Contains 1,2,4 Trimetliylberuene which can cause central nervotjs, item r .._-., tonchitis. t „� 0���{�}` Inhalation: May be harmful or fatal if inhaled.Causes nose and throat irritation.Vapors may affect the brain or nervous system causing dimness headache or nausea. Eyes ~. � y eejrgtah4n,Ao not get in eyes. y .faC.:E:.✓.t..d1.aJS�•_;... .- - - - ...3t.•,:.. ..:�iawGu..:.7s-1 Sma: Causes skin irritation.May cause allergic skin reaction.May be harmful if absorbed through the skin. Ingestion: z�` �',^39 Iaanfuk'l §yval�bvi May a abdommal�ain nausea vomiting,diarrhea,or drowsiness: " r FM k z� Contains an ingredient which can cause organ damage(See Section 2 and Section 15 for each ingredient).Birth defect hazard. Chronic Effects Contains an ingredient which can cause birth defects(See Section 2 and Section 15 for each ingredient).Cancer hazard. Contains an ingredient which can cause cancer(See Section 2 and Section 15 for each ingredient).Risk of cancer depends on duration and level of exposure +_ i �r � ...r stJ c fr <, r cc 1: ''„3 / 3hlt�.rr r FIaIDInBility- 3 ice. +Y.. sy:+•e,s i y p`.� �►�` .vim Page 4 of 8 4. FIRST AID MEASURES Generate Remove contaminated clothing and shoes.Get medical attention immediately.Wash clothing before reuse.Thoroughly clean or i destroy contaminated shoes. v! If inhaled,remove to fresh air.If not breathing,give artificial respiration.If breathing is difficult,give oxygen.Get medical Inhalation: attention immediately. Eyes: Encase of contact,immediately flush eyes with plenty of water for at least 15 minutes.Get medical attention immediately �r - Skin: In case of contact,immediately flush skin with soap and plenty of water.Get medical attention immediately. If swallowed,immediately contact Poison Control Centerat 1-800-854-6813.DO NOT induce vomiting unless mstrgc (] Ingestion: sob medical ersonnel.Never s_ Y P -give anything mouth to an unconscious person. •' 5. PROTECTIVE EQUIPMENT AIND CONTROL MEASURES Select equipment to provide protection from the ingredients listed in Section 2 of this document:Ensure fresh air entry during application and drying.If you experience eye watering,headache ordizsiness or if-air monitoring demonsttates'dust;'vapor,or mist levels are above applicable limits,wear an appropriate,properly fitted respirator(MOSH approved)during and'after l application.Follow respiratormanufacturet's directions for respirator use.FOR USERS OF 3M`RESPIRATORY Respiratory: PROTECTION ONLY.For information and assistance on 3M occupational health,and safety pre acts,call OH&ESD T'echnic:al, Service toll free in U.S.A. 1-800-243-4630,in Canada call 1-800-267-4414.Please do notcontact these.numbers regarding other manufacturer's respiratory protection products..3M does not endorse the accuracy of the information contained in this Material Safety.Data;Sheet. Do not get in eyes.Protective equipment should be selected to provide protection from exposure to the chemicals listed in Eyes: Section 2 of this document.Depending on the site-specific conditions of use,safety glasses,chemical goggles,and/or head and face protection may be required to prevent contact.The equipment must be thoroughly cleaned,or discarded after each use. Protective equipment should be selected to provide protection from exposure to the chemicals listed in`Section 2 of this . SkimilHand: document.Depending on the site-specific conditions of use,protective gloves,apron,boots,head and face protection may be: required to prevent contact.The equipment must be thoroughly cleaned,or discarded after each use. Engineering Controls: Prevent build-up of vapors by opening all windows and doors to achieve cross-ventilation. Emergency eyewash fountains,and safety showers should be available in the immediate vicinity of any potential exposure.Use Other.Work Practices:good personal hygiene practices.Wash hands before eating;drinking,using toilet facilities,etc.Promptly remove soiled clothingi and wash clothing thoroughly before reuse.Shower after work using plenty of soap and water. 6. FIRE AND EXPLOSION INFORMATION Flash Point: F: 86 C: 30` s, h� L. Lower Explosive Limit(LEL): 1 (%vol in air)at Normal Atmospheric Temp and Pressure flammable liquid and vapor.FLAMMABLE/COMBUSTIBLE MATERIALS:Willbe.easily ignited by heat,,spa_ or flames.Vapors may form explosive mixtures with-air.Vapors maytravel to source ofignition and flash'backs,;: i F ire and Explosion Hazards: Most vapors are heavier than air.They will spread along ground and collect inlow or confined areas basements,tanks)creating a vapor explosion hazard.Runoff to sewers may create fire or explosion, Containers may:exRlodc when heated CAUTION:This product has a very low flashpoint.Use of water spray when fighting fire may be inefficient. SMALL FIRES:Use dry chemical,CO2,water spray or alcohol-resistant foam LARGE FIRES: Use water spray, Fire Fighting Procedures: fog,or alcohol-resistant foam.Do not use straight streams.Move containers from fire area if you can do so without risk.Runoff from fire control may cause pollution.Dike fire control water for later disposal.Do not scatter the material. Also Reference Emergency Response Guide Number:127 7. PHYSIC_AL AND CHEMICAL PROPERTIES Physical State: Liquid pH: Not Determined Specific Gravity: '0.9191.03-.• s, Boiling Point(F): 243 Page 5 of 8 i _ I Vapor Density:......._ Ffeavier than.air -. - -- _ .. .. s '' t.. " ...�', '+iv+{" ca'' h''"'Y•'. VOC Content(lbs): Refer to the Technical Data Sheet for this product Evaporatwn.Rate: Slower than ether 8. STABILITY AND REACTIVITY DATA General This product is stable and hazardous polymerization will'not occna Incompatible Materials: Strong oxidizing agents. May produce hazardous fumes when heated to decomposition as in wefding.,Fumes tgdtice Carbon Droxida'and;33 Hazardous DecomposHon: ?�,'KL , ? nr++ t Carbon Monoxide. 9. HANDLING AND STORAGE Storage Temperature:' Store between 32 and•120 F s7 Keep away from heat,sparks and flame.Do not smoke.Extinguish all flames and pilot lights,and turn off stoves,heaters, Handling and Storage electric motors and other sources of ignition during use and until all vapors are gone.Vapors may cause flash fire or ignite Precautions: explosively.Prevent build-up of vapors by opening all windows and doors to achieve cross-ventilation.Do not get in eyes, on skin or clothing.Close container after each use.Wash thoroughly after handling. 10. TOXICOLOGICAL DATA NOTICE Reports have associated repeated and prolonged occupational overexposure to.solvents with permanent brain General. and nervous system damage.Intentional misuse by deliberately concentrating and inhaling.the contents may be harmful or fatal.No additional information provided for this product_See Section 2:f6r chemical specific data 11. ECOLOGICAL DATA General: No additional information provided for this product.'See Section 2.for chemical specific data: _ 12. ACCIDENTAL RELEASE MEASURES ELMNATE-ALL IGNITION SOURCES(no smoking-,flares;sparks.or flamesin immediate.area):Use only non- sparkins;equipmentto-handie spilled material'and'absorbent.Do not touch orwalk"through spilled material'.Stop:leak if` } Spill Response Procedures: you can do so without risk.Prevententry into waterways,sewers,basements or confined"areas.A vaporsuppressing foam may be used to reduce vapors.Absorb or cover with dry,earth,sand,,or.other non-combustible material.and trans { 'II Y p w. ._.:. _.� containers [Jae non-spsrkng.tooisto collect absorbe&materraL �.. CALL C IEMTREC at(800)-4249300 for emergency response.Isolate spill or leak area immediately for at least 25 to 50 meters(80 to 160 feet)in all directions.Keep unauthorized personnel away.Stay upwind.Keep out of low areas. Public Safety: Ventilate closed spaces before entering.LARGE SPILLS:Consider initial downwind evacuation for at least 300 meters (1000 feet). Also,Reference Emergency Response Guide Number: 127 13. DISPOSAL CONSIDERATION Dispose of in accordance with local,state and federal iegt6latron5 (Also reference RCRA-information in Seetrow �+ Waste Disposal: listed) `. :..1. e Page 6 of 8 �_ 1 �� 1 14. TRANSPORTATION INFORMATION DOT(Domestic Surface Transportation) IMO I IMDG(Ocean•Transportation) DOT Proper Shipping Name: MIDG Proper Shipping Name: PAINT PAINT B07'Ilazaid Class 1b Quf>'.3 UNTDG Hazar&Ciass: 3.3-fligh fldpointflau B$ q'uids�~ UN/NA Number: UN 1263 UN Number: UN 1263 ar DOT PackingGrougr � III ► d 11%W Packing Group p .�1 Yz:l'�xs... _ ,c ..: nFf.�r..K�F'�. lt✓. '.- ..a n!✓3/dtr:,r. ' iIGGR .t7 ' CERCLA/DOT RQ: 2236 gal./17117 lbs. System Reference Code: 1 _ 15. REGULATORY INFORMATION The regulatory data'.in Section,1'5 is not intended to be all-;inclusive only'selected regulations are Regulatory Overview: represented.:All,ingredients of this product are listed on the TSCA(Toxic Substance Control Act)';' inventory-or ammo!required to be listed on the TSCA.Inventory-", VVEMS Classification: 132;D213 Regulatory List Product Ingredients on List DOT Marine Pollutants(10%): (No Product Ingredients Listed) DOT Severe Marine Pollutants(1%): (No Product Ingredients Listed) EPCRA 311/312 Chemicals and RQs: 000098-82-8 Cumene:final RQ=5000 pounds(2270 kg) 000071-36-3 n-Butyl alcohol:final RQ=5000 pounds(2270 kg) Propylene glycol monomethyl ether:(Includes mono-and di-ethers of ethylene glycol;diethylene glycol and tiethylene glycol R-(OCH2CH2)n-0R"where n=12 or 3;R=alkyl or aryl groups;R"=R 000107-98-2 h or groups which when removed yield glycol ethers with the structure R-(OCH2CH2)n-OH.Polymers are excluded from glycol category);Statutory RQ=1 pound(.454 kg);no final RQ is being assigned to the generic or broad class 001330-20-7 Xylenes(o-,m-,p-isomers):final RQ=100 pounds(45.4 kg) EPCRA 302 Extremely Hazardous: (No Product Ingredients Listed) EPCRA 313 Toxic Chemicals: 000098-82-8 Cumene 000071-36-3 n-Butyl alcohol 000107-98-2 Propylene glycol monomethyl ether 000095-63-6 Pseudocumene 001330-20-7 Xylenes(o-,m-,p-isomers) Mass RTK Substances: 000108-67-8 1,3,5-Trimethylbenzene 000071-36-3 n-Butyl alcohol 000107-98-2 Propylene glycol monomethyl ether 000095-63-6 Pseudocumene Mass Extraordinarily Haz Substances: (No Product Ingredients Listed) Penn RTK Substances: 000071-36-3 n-Butyl alcohol 000107-98-2 Propylene glycol monomethyl ether 000095-63-6 Pseudocumene Penn Special Hazardous Substances: (No Product Ingredients Listed) Rhode Island Hazardous Substances: 000098-82-8 Cumene 000071-36-3 n-Butyl alcohol 000107-98-2 Propylene glycol monomethyl ether 001330-20-7 Xylenes(o-,m-,p-isomers) RCRA Status: (No Product Ingredients Listed) N.J.RTK Substances: 000108-67-8 1,3,5-Trimethylbenzene 000071-36-3 n-Butyl alcohol 000107-98-2 Propylene glycol monomethyl ether Page 7 of 8 . � . I I I I 000095-63-6 Pseudocumene N.J.Special Hazardous Substances: 000071-36-3 n-Butyl alcohol 000107-98-2 Propylene glycol monomethyl ether N.J.Env.Hazardous Substances: 000098-82-8 Cumene 000071-36-3 n-Butyl alcohol 000107-98-2 Propylene glycol monomethyl ether 000095-63-6 Pseudocumene 001330-20-7 Xylenes(o-,m-,p-isomers) Proposition 65-Carcinogens: (No Product Ingredients Listed) Proposition 65-Female Reproductive Toxins: (No Product Ingredients Listed) Proposition 65-Male Reproductive Toxins: (No Product Ingredients Listed) Proposition 65-Developmental Toxins: (No Product Ingredients Listed) 16. OTHER INFORMATION The information and recommendattons contaFried herein are 6asedtupon data believed to b Z�at,. ws+�eF 4# i rtis� rc> expressed or implied,is ritadtr vinthiespecE to the informahoa`contarited herein:We accepG��� effects which may be c aus_`�y,__ to our roduc is. ' Y �µX p Customers[usersofthrsproducE coin] alp `boaf 8ni #�Ly�laev�? re don$,anci:orders. End Of Document Page 8 of 8 MATERIAL SAFETY DATA SHEET Sales Order.{Salesord} INTEIZINC 52,BASE nnsDsR �,onr�o A s r y ; ` MSDS"-K is qte. OBE(S120 '.. S ' ''dii�1k3 tM 4 �1:ti$i'YSY�Xb. - .. �#..s.•. ... �� .t.>L1^�+`�� .`tR•�fat ��Q��74, y � GCI� NUMB rho •. International Paint Inc. 41 �k 6001 Antoine DriveYC+ M �� � PgaEoy ' NN�aQT � .1���,M1 • ' Houston, Texas 77091 (8o0�s5s� �� �,� �1v; ;r�t�,na� •� bV y. Maa}t rr ti, r r rl _ f. 1. GENERAL INFORMATION '�, 4.. t` .. �_. t.7.,�- ProdvctTdiendr � �,'.; ti ' C��'t� �t" Bulk Sales Reference No: EPA175 IIKPURT 41�1T� L°' z .,» n >:• " �th SDftGlltng:osdtspcx�ing oftkiis product,andpcovrde this infomuatianto theentpliee,eustomersLanns this:produc � )yt,S'yir� i®NNYINIBER AITTHETOP OFTIUS PAGE-ffthtiMSDS Revision94:"l erposted' this page,dt ao Btcm ti4mberoaw!zproditct label'please contact Customer Service at the phonenumbttinciuded a6oKG eF correcYMSDSi'Ehtst"�" tLi SHA_MzatddCommunication Standard-and this documenthas been preparz d'tiY rdaace viatl 'rt d`1 requiremeno�.dfllnst7. 2. HAZARDOUS INGREDIENT INFORMATION CAS,No:: Source,. osnse•Dats: r OSHA: 100 ppm TWA;300 m3 TWA50 ppm Ceiling; 150 mg/m3 Ceiling Celt. ACGiA 50 ppm Getlmg ' r 2; r� rs _ NIOSH. 50 ppm Ceiling, 150 mg/m3 Ceilingl400 ppm IDLH V r`_ Suppher No DatxAvanawlr. 7 ♦?fir: A S a. • r ♦•J..0 N. Y:.IS• > p OHSA CAN: 50 ppm CEV; 150 mg/m3 CEV Iviextco:.. 50PPmTWA„YSQ`' v�` " ��: 6u�� � :Z_r. :u� ALI 40 ppm(ceiling); 115 mg/m3(ceiling);skin absorber,maximum degree of r n-Butyl alcohol Brazil: harm 04?OQ 1.0-10%by Weights . ter,: is i 's:A Source.. .. _ ,:.-. -.�.`w'$ 'i� s ' r NIOSH: Eye and mucous membrane irritation CNS depression ICJ l UrA '-5r�•�zy.. skit_ ;� ':- - ��� �.SC�'- .. k..'tv'.{f :; C 'ti,:ts •'•�q�yy;�l;^t t{11�' tsttc.�l+nik{W�ri� � Fisrl�.s.+nw_a7������6�j�i�t�3.+7c1�it9L67� ° �a �„`• `�. OSHA. Select Carcinogen:No it. SY }r (E•` t > ,{�• •r• n-`12 r•y T+c-a•- V i,,,e,�p ail !C -•t' .�- .'S n _.s1:z�F ���CX�� Group 1:No; Group 2A.No;IARC: {_•f ,y+se}es� Group 2b:No; Group 3:No; Group 4:No ��_ �` ►r{'1 . c 3d$"j; .➢ °%�`'� �� z" a " r C f? °"'m.;r r ' t 1£r _• '�' 'y.4.i p3{�.{���y,,cs I'll""'' �'. A ��• /.tiS i ^Y�i'.1V Y�M -y YV .bra^.�71;.,t1' SC�k. w:sa..i.�+w�a.zJ.. ♦ �. tam, �. <i-� r'.xatilvutlR te.n.�.•..�Yi.- n. 1 ?yam.. a..�-.v .�.EL�..•1_ ..�t.�.:1.,E•rL Page 1 of 8 i I OSHA: No Data Available hhhr... ACGIH: No Data.Available NIOSH: 25 ppm TWA;125 mg/m3 TWA gypp', Supplier: No Data Available OHSA CAN: No Data Available Mexico:: MoDatta.Available . .._ _ Pseudocumene Brazil: No Data Available 0000900s � }�s` 1.0-10%by Weight rd NIOSH: No Data Available TIM Source. Caranogen. �,. MAIM r r`4 OSHA: Select Carcinogen:No • . 'of ti�i IdTI'_ Known Carcwogen.Noospected Carcinogen No _' `v iY�s t tin :3F Group 1:No; Group 2A:No; i IARC. Group 2b:No; Group 3:No; Group 4:No CAS r � ,r . . ..... Source _ mxposum `sn s OSHA: 150 ppm STEL;540 mg/m3 STEL S?+•,.s P►CGff1=_. ' 10(l:ppm,FWEK1150'ppuiSlF =` NIOSH: 100 ppm TWA;360 mg/m3 TWA150 ppm STEL;540 mg/m3 STEL - Supplier:' May cause birth defects ' P 100 ppm TWAEV;365 mg/m3 TWAEV150 ppm STEV;550 mg/m3 OHSA,CAN: STEV ' Mexico No Data Available ` Propylene glycol monomethyl ether Brazil: No Data Available Uf$JIU7QS7 1.0- 10%by Weight o-,t Source Health Data MUSH: Eye nose Source Carcinogen£Data T ci! _ OSiIA: Select Carcinogen:No r, NTP: Known Carcinogen Nok Suspected.Can�nogen:Noc Group 1:No; Group 2A:No; r Y IARC: Group 2b:No; Group 3:No; Group 4:No CAS-P. ,> 1tnrn &'�ry aposuretDlals r 3 - ^tl:+.«n4ui �nrnc .: 5 mg/m3 TWA(fume); 15 mg/m3 TWA(total dust);5 mg/m3 TWA OSHA (respirable fraction)10 mg/m3 STEL(fume) air: 5 mghn3'•TWA(fu ne);-1Q mghnITWA,(dust,The.value_ 'Us iS fortottagl�,'d�usccontainingno asbestos,and<I°'o crgstal -r, 5 mg/m3 TWA(f=e/dust)l0 mg/m3 STEL15 mg/m3 Ceiling(fume and NIOSH: dust)500 mg/m3 IDLH a -,> �.Ta.a� sst�1�.••.o.�.w:�.w�`.,y:�5a `.�ct `'l `..•S.S. f.. k L.�_ _ 5 mg/m3 TWAEV(fume);10 mg/m3 TWAEV(dust)l0 mg/m3 STEV OHSA CAN: (fie) t ;. Zinc oxide Mexico:- 5 m m3TVaA fume;10'm m3-TWA dust)1:0'm m3-STEL •,s. 1.0-10%by Weight _.. Brazil: No Data Available Health Data NIOSH: Metal fume fever Sow_ Carcdnogen_Data Page 2 of 8 OSHA: Select Carcinogen:No �5 �r NTk: Known,CaremogemN Suspected Carcinogen No`1 a Group 1:No; Group 2A:No; IARC: ;may- Group 2b:No; Group 3:No; Group 4:No r. ��c CA8'14e�,,i `� �la1J!i '7 `r„� 'v�K r $OCC Exposure Dam- OSHA: 100 ppm TWA;435 mg/m3 TWA150 ppm STEL,655 mg/m3 STEL x. n i0apg�M99RMT s J NIOSH: 100 ppm TWA;435 mg/m3 TWA900 ppm IDLH No Suppler-.. . Data Airbte ._.. ° ,ax , 100 ppm TWAEV;435 mg/m3 TWAEV150 ppm STEV,650 mg/m3 '. OHSA,CAN: STEV •; F "% Melded.- 100 ppm TWA;435 mg/in3 TWA1'S0 ayrr�, oy� -c•v.. �: +54 c Xylenes(o-,m-,p-isomers) B�: 78 340 mg/m3;skin absorber,medium degree of harm OOI330-2 �r "r LO- 10%b Weight PPm g/ F YE, „ Source:,..... '. ...._, Health D8}�: "F, F�g: ` '.- "4 NIOSH: Central nervous system depressant;respiratory and eye irritation V,� Source eardatigen OSHA: Select Carcinogen:No NTP- Known-Carcinogen;.' No; Suspected Carcinogen No _ ,. . ._ .. ✓. _rka Wit' Group 1:No; Group 2A:No; IARC. Group 2b:No; Group 3:Yes; Group 4:No CAS 1Hb. , . r nC �" Source Exposure Data OSHA: No Data Available „ ACGIH: Na Data•Available s "a NIOSH: No Data Available 4 �N Supplier. ..... No Data- Available T+" OHSA,CAN: No Data Available Meu+co�': No Dt4.v ata arlable 4�+,-,"a �: as.. „ o..t`�.arY]r�Shifr� 007 Zinc Brazil: No Data Availablean - c ;. 50-75%by Weight Via. � >. e,y�fief yasm . NIOSH: No Data Available c� Source _. EsrcinogeneDiS ' �y��� �. ;� � `a~�• OSHA: Select Carcinogen:No d P.. k- - _. .:. . - - •-'w .r r ,,ei�f�."_'x�,y �4roF8,r�•tm,a tr ; NTP.. Known Ca�cmoge>a;No; Suspected CaremQgeo ..,rr^,t.•,F, do � .,..x..3119..es�r.�.J...•.s�`��;�t;�- s _�y Group 1:No; Group 2A:No; LAR` C' Group 2b:No; Group 3:No; Group 4:No r , DiY'";�'`C;n.afY�T',,,off` - .. - , - - �.� •z ,a'" CA3PIaMR we '/« Source Exposure Dat.u. OSHA: No Data Available Page 3 of 8 i No Data tkva7$bTe d ti�o �� �r NIOSH No Data Available r �.rrr �r• red'�t K"'a Supkhcr: No Datal&vaii ble. .,, �'2 = xF+ ' OHSA CAN: No Data Available " M ti35r Mexico: NO:—ata Av8)]HbIP. ` z' t\ `. ;2. „ a�X "� t S d Polymer of epoxy resin and c� Brazil: No Data Available 0 03 bisphenol A I I , ,x- +, "- ":'�a 1.0- 10%b Weight Source ' `s „HeattDatAt r � "�.s Y gh eir•Sv'c s.�.- u NIOSH: No Data Available 1 M ; }u'skitiL �i.no:e't�ns : ..._� � :i..o .'`� x OSHA. Select Carcinogen:No CrmgenNSpectedCarcmogn NN1P: Known tr irN '' -.� Group 1:No; Group 2A:No;LkR ` C' Group 2b:No; Group 3:No; Group 4:No Sou CAS,Noc rce . .. ._ .. .Ti.jp°sare_1aSt4y tst S OSHA: No Data Available s ACGUh No'Data Ai0able`' r_+ 'e• r� r^� _ �.... _ .- ..,.. -_ t~rr��ikA���f�s oe�Ld9 ` NIOSH: No Data Available _ Supplier... . No Data Available OHSA,CAN: No Data Available Mexico: No Data Available ? ?''__ r ''��..,� t 1 Petroleum naphtha,light aromatic Brazil: No Data Available 06474Z-95� , x;t 1.0-10%by Weight ;•' ` - f Source Health Data ;x}ry NIOSH: No Data Available Source Carcinogen Data•. ••••�{,rl?' ,f -'�'; t"_ OSHA: Select Carcinogen:No `j bn,?: Known Carcinogeu::No, Suspected Gan molten:1, F Group 1:No; Group No; ' * IARC' Group 2b:No; Group 3 No; Group 4:No 3. HAZARD IDENTIFICATION 'k '_ Q assgct tadire eated'andprolongedoccu tionaloverexposurttoisol wttlt�e�agept ti wtiF P }`` �� onak'®sitar by'd'eliberatel`y concenusring and uiliatmg; �paa '' 0�,,��,,pnd clothm Cbnmins,i:,2 4-Trim neethylbenze which r� � ate::-. r r•�.�-��r � ('-.t ....�,._ �_cx::_�:: _ �.: r..dwa .?.-- ....x''-�21r.��1:�'�L.fx.o+lrlr-�.,rrd• .✓«...ny�a�-�':' May be harmful or fatal if inhaled tr Causes nose and throat irritation.Vapors may affect the brain or nervous system causing Inhaiahou: dizziness,headache or nausea —: i „t � �' 4 .:•ar• -_ f u �-s ,r +e L°S- _ t9r � 2 EYe ':.��r Sldn: Causes skin irritation.May cause allergic skin reaction.May be harmful if absorbed through the skin. air ingestion-,�/y �"1 a `ca+r.,`at owe�dp�i�l cause abdominal,pa m nausea,vomntm X *AL- y�dra�vs�nlUWevs ,A Contains an ingredient which can cause organ damage(See Section 2 and Section 15 for each ingredient).Birth defect hazard Contains an ingredient which can cause birth defects(See Section 2 and Section 15 for each ingredient).Possible cancer hazard Chronic Effects: Contains an ingredient which may cause cancer based on animal data(See Section 2 and Section 15 for each ingredient).Risk of cancer depends on duration� and level of exposure. ► 2 r:3sCi hlammabiIity: 3 Page 4 of 8 �. 1 4. FIRST AID MEASURES General Remove contaminated clothing and*shoes..Get'mediWtte antion immediately Wash clotliiite;before reuse_'Choroughi of 'destroy cantaminated;sboes_ k If inhaled,remove to fresh air.If not breathing,give artificial respiration.If breathing is difficult,give oxygen.Get medical Inhalation: attention immediately. Eyes: In case of contact;immediatelyflusheyes with:plenty of water for atleast I5.mi.nutes.Get medical attentionmmted:atel Skin: In case of contact,immediately flush skin with soap and plenty of water.Get medical attention immediately. Ifsllowed,utrmediately contact.PoisotrCoiitrol�enterat L 800=854=6813 D(T-NO G indace vomiting uriless mstsue C wa so ~Ingestion_ bY,medical•Pe rsonael Never give asymi g Y mouthto anuncoisciousP r x4 5. PROTECTIVE EQUIPMENT AND CONTROL MEASURES Select equipment to provide protection)from the:ingredients,listed.in.,Sectioni2 of this document.Ensure fix*atce wdmeulgl +' application and'diyiug.If you experience eye watering,headache ordir�ness or►fair tnonitnnng�dcmonstiates mistlevels are above applicable limits:wear an appropnate,-properlyrfitted respirator.(NIOSII approved}tdiidngaadt application_Follow respirator manufacturer's directions.for respirator use.FOR:USERS OF 3M..RESP Res 1121ie'F x' �z piratory: PROTECTIOIVONLY For.informationan&assistaiimon"3MoccupadonalhealthandsafUyprActs„c 0 Service-toll free in[IS A T�800-243 4G30 imCaoacfa call'T-800-267�4P4.Please-do not contactthese-nom other manufacturer's respiratory,protection products..W doest not endorse the accuracy,of the infon:natron.contained tix `4 Material Safety,Data:Sheet - Do not get in eyes.Protective equipment should be selected to provide protection from exposure to the chemicals listed in Eyes: Section 2 of this document.Depending on the site-specific conditions of use,safety glasses,chemical goggles,and/or head and face protection may be required to prevent contact.The equipment must be thoroughly cleaned,or discarded after each use. Protective.equipmentshouldbeseleccedtoptnvide.protectionlrom:exposure-to:thechemicalstisiediin Skin/Hand: document_Depending on tlw site-specific conditions of use,protective gloves,apron,boots„head'aaid'face•pro required-to-prevent contact ttlie equipment must be thoroughly cleaned,ordiscardsd atLet each use. Engineering Controls: Prevent build-up of vapors by opening all windows and doors to achieve cross-ventilation. Emergency eye.wash fountains and safety showers should be available.in the immediatevicinity of any potential*exposutrn„lNe, Other Work Practices good.personal:hygiene practices.Wash,hands-before eating,drmldng;using toilet facilities„etc-Promptly remoit4& fed and'wash clothing thoroughly before reuse.Shower after work using:plenty of soap and'.water. .: _ 6. FIRE AND EXPLOSION INFORMATION Bfasli Point; - ' ,V �CNw•.iahw."rJh`ajir5.c�.`...- .'Y:��.Y_ Lower Explosive Limit(LEL): 1 (%vol in air)at Normal Atmospheric Temp and Pressure Flammable liquid and vapor.FLAMMABLEICOIVIIii1STISLE:MATERIRLS:Will'beLeasiFy tginte fi' or flames.Vapor.-may form-explosivemixtureswithaii_Vapors may,travefto•sourceofignrttottiaadl Z Harards Mostvagors archeavierthan.aiu:They will spread'aloag�ound and colfectin low orconfin basements,tanks creatin a v re losion hazard- to sewers ma create firs or c lasi6tG ` g � xP Y 'tP ,..A. Sx� r r _ .�. _.._Cb�ainers`na e»cplodecwhenheated CAUTION:This product has a very low flashpoint.Use of water spray when fighting firs:may be inefficient. SMALL FIRES:Use dry chemical,CO2,water spray or alcohol-resistant foam.LARGE FIRES:Use water spray, fog,or alcohol-resistant foam.Do not use straight streams.Move containers from fire area if you can do so without Fire Fighting Procedures: risk.Runoff from fire control may cause pollution.Dike fire control water for later disposal.Do not scatter the material. Also Reference Emergency Response Guide Number:127 7. PHYSICAL AND CHEMICAL PROPERTIES RiicatStatec Liquid' pH: Not Determined S'pedit Q n►vfty 2.99496k3 Boiling Point(F): 243 Page 5 of 8 i i ,. .R e�.'(�. a 1 Va Or't t`,y-� - `�j;l�,'Gtts ••3«/?er •' '.}yr `u a _ c ° "�`�F7•:S P Heavic r th tnair �'0s ' f. r ' , +si VOC Content(lbs): Refer to the Technical Data Sheet for this product Lva oration-Rate iW Slower than,ether cart 8. STABILITY AND REACTIVITY DATA General Thisproductrs:stable'and- _wdouspolymerization:willnot hr y 3 y?r 1�.,:.u.aL.. ., - ._t4:.��s.CY�+c.:s:LR.:a '`..a`�..w..a• fia.1�` Incompatible Materials: Strong oxidizing agents. Mai produce'fiazatdoug,fumes when heated to decomposion.as in weld 1es uraq Faze o QaiardnusDecotnl>nstiou , I , ti 3 N 8 � .dMKrya+s �t�iy'v.�- : ..►t - _ 9. HANDLING AND STORAGE ge Temperature: Store.between 32:and 120 F r .` Stora �..a..a..v�����J-.�.t.�.'.s.`�.a Keep away from heat,sparks and flame.Do not smoke.Extinguish all flames and pilot lights,and turn off stoves,heaters, Handling and Storage electric motors and other sources of ignition during use and until all vapors are gone.Vapors may cause flash fire or ignite Precautions: explosively.Prevent build-up of vapors by opening all windows and doors to achieve cross-ventilation.Do not get in eyes, on skin or clothing.Close container after each use.Wash thoroughly after handling. 10. TOXICOLOGICAL DATA NOTICE:Reports have associated repeated and prolonged occupational'.ovemxposure to solvents with,permanent brain., '!. General: and'nervous system damage.intentional misuse by deliberately concentrating and-inhaling the contents maybe harmful'or' fatal:No additional'infonnationpmvided'for this•product.See-Section Tforchemical specilic-dam., . 11. ECOLOGICAL DATA General No additional information provided.for this product-See-Section for chemical P P specific data:' 12. ACCIDENTAL RELEASE MEASURES ELMUNA-TE ALL 1GNITIOMSOURCES(no.smolm&flat'es,sparks or<!yp;simiiniTnediate, �onlyfno ,t s w sparking eat to�bandle spilled material and absorbent_Dv not tou4('�� S ti1L` ousa toceduvev "you candaso+wrthoutrisk.Prevent.entry into waterways;.sewers_basements.orcanSne e'as:A� usi;&6 reduce v� ors-.Absorb or cover with ' r F drx'earth,sand orothi�nonr:ombustilrle• �Fontatners Usenon-sga�lnn�,taoIs.tacollectabsorbed'cgaterial ,t _- , . m� f� CALL CHEMTREC at(800)-424-9300 for emergency response.Isolate spill or leak area immediately for at least 25 to 50 meters(80 to 160 feet)in all directions.Keep unauthorized personnel away.Stay upwind.Keep out of low areas. Public Safety: Ventilate closed spaces before entering.LARGE SPILLS:Consider initial downwind evacuation for at least 300 meters (1000 feet). Also,Reference Emergency Response Guide Number:127 13. DISPOSAL CONSIDERATION aas4 f y rt ��ts��,jogse oirmgcgrtnce iv�tocala state andt£efrde ISxetlatt L >p>$tto M` s LS iGE'y' ..3A�"«/,�4t .';F.:L? ..k,�ll�".�9t5�ti,TCc �i.;. ': .is�'� .l�.y..��:.}�,�..2.:+�. il� ryfw.:.•..s, ,v ..� r jLt1".`a" '1 :��"..�'.'�,tF�i.#. r�+" Page 6 of 8 14. TRANSPORTATION INFORMATION D(YC(DomegtCc SurfAceTranapoirtxHon} - 71�Y1L&MM,(Ocesu l ran�artahou} DOT Proper Shipping Name:' _ 11166 Proper Shipping Name: _. PAINT PAINT w r�4i ; 61 IIGID arzardl�.�aYp� v�, 1. t :� w. •�'• f r 41tk, :,f It c_ .r •� .�-.' :7:J�R. i ..Yae'va i �,1�- ir•cfvinA.4a UN/NA Number UN 1263 UN Number: UN 1263 -ray �+sr !7 0 a_rtti✓' k.} ` 5''' , t. 1 Maw it :« ' :`r •i)-tkr�sGr OWN, y s4�Yon i sle ' e5.at .tW,f p:�:ti ��> 4s'eKLYuva CERCLA/DOT RQ: 56 gal./1403 lbs. System Reference Code: 1 15. REGULATORY INFORMATION The regulatory data w Scxhgn 15 is no1 de401.vento Regulatory Overview represented Allutgredient ftluspioryarateno(iegp toibettste oa�t6.' _ _. ��Mti trT?. �,V;•.. WHMIS Classification: 132;D213 A'F3Rf�.. wi ,,�, .. - -. ... -.: c � 'a as Ff� r•'a"4y7 `�,^. ... Rebulatoryi a � ProductIngredieatsFo>x) .. .. _.. DOT Marine Pollutants(10%): (No Product Ingredients Listed) DOT Severe Marine Pollutants(1%): (No Product Ingredients Listed) EPCRA 311/312 Chemicals and RQs: 000100-41-4 Ethyl benzene:final RQ=1000 pounds(454 kg) 000108-38-3 m-Xylene:final RQ=1000 pounds(454 kg)(Listed under"Xylene(mixed)") 000071-36-3 n-Butyl alcohol:final RQ=5000 pounds(2270 kg) 000095-47-6 o-Xylene:final RQ=1000 pounds(454 kg)(Listed under"Xylene(mixed)'D 000106-42-3 p-Xylene:final RQ=100 pounds(45.4 kg)(Listed under"Xylene(mixed)") Propylene glycol monomethyl ether:(Includes mono-and di-ethers of ethylene glycol;diethylene glycol and triethylene glycol R-(OCH2CH2)n-OR'where n=12 or 3;R=alkyl or aryl groups;R"=R 000107-98-2 h or groups which when removed yield glycol ethers with the structure R-(OCH2CH2)n-OH.Polymers are excluded from glycol category);Statutory RQ=1 pound(.454 kg);no final RQ is being assigned to the generic or broad class 001330-20-7 Xylenes(o-,m-,p-isomers):final RQ=100 pounds(45.4 kg) 007440-66-6 Zinc:final RQ=1000 pounds(454 kg)(no reporting of releases of this hazardous substance is required if the diameter of the solid metal released is equal to or exceeds 0.004 inches) 001314-13-2 Zinc oxide:statutory RQ=1 pound(0.454 kg) EPCRA 302 Extremely Hazardous: (No Product Ingredients Listed) EPCRA 313 Toxic Chemicals: 001344-28-1 Aluminum oxide 000100-41-4 Ethyl benzene 000108-38-3 m-Xylene 000071-36-3 n-Butyl alcohol 000095-47-6 o-Xylene 000106-42-3 p-Xylene 000107-98-2 Propylene glycol monomethyl ether 000095-63-6 Pseudocumene 001330-20-7 Xylenes(o-,m-,p-isomers) 007440-66-6 Zinc 001314-13-2 Zinc oxide Mass RTK Substances: 000071-36-3 n-Butyl alcohol 000107-98-2 Propylene glycol monomethyl ether 000095-63-6 Pseudocumene 001330-20-7 Xylenes(o-,m-,p-isomers) 007440-66-6 Zinc 001314-13-2 Zinc oxide Mass Extraordinarily Haz Substances: 014808-60-7 Quartz 014464-46-1 Silica,cristobalite Penn RTK Substances: 000071-36-3 n-Butyl alcohol Page 7 of 8 �� I I I 000107-98-2 Propylene glycol monomethyl ether 000095-63-6 Pseudocumene 001330-20-7 Xylenes(o-,m-,p-isomers) 007440-66-6 Zinc 001314-13-2 Zinc oxide Penn Special Hazardons Substances: (No Product Ingredients Listed) Rhode Island Hazardous Substances: 001344-28-1 Aluminum oxide 00010041-4 Ethyl benzene 000071-36-3 n-Butyl alcohol 000107-98-2 Propylene glycol monomethyl ether 001330-20-7 Xylenes(o-,m-,p-isomers) 007440-66-6 Zinc 001314-13-2 Zinc oxide RCRA States: (No Product Ingredients Listed) N.J.RTK Substances: 000071-36-3 n-Butyl alcohol 000107-98-2 Propylene glycol monomethyl ether 000095-63-6 Pseudocumene 001330-20-7 Xylenes(o-,m-,p-isomers) 007440-66-6 Zinc 001314-13-2 Zinc oxide N.J.Special Hazardous Substances: 000071-36-3 n-Butyl alcohol 000107-98-2 Propylene glycol monomethyl ether 001330-20-7 Xylenes(o-,m-,p-isomers) N.J.Env.Hazardous Substances: 001344-28-1 Aluminum oxide 00010041-4 Ethyl benzene 000108-38-3 m-Xylene 000071-36-3 n-Butyl alcohol 000095-47-6 o-Xylene 000106-42-3 p-Xylene 000107-98-2 Propylene glycol monomethyl ether 000095-63-6 Pseudocumene 001330-20-7 Xylenes(o-,m-,p-isomers) 007440-66-6 Zinc 001314-13-2 Zinc oxide Proposition 65-Carcinogens: 007439-92-1 Lead 007440-02-0 Nickel 00744043-9 Cadmium 014464-46-1 Silica,cristobalite 014808-60-7 Quartz Proposition 65-Female Reproductive Toxins: 007439-92-1 Lead Proposition 65-Male Reproductive Toxins: 007439-92-1 Lead 007440-43-9 Cadmium Proposition 65-Developmental Toxins: 007439-92-1 Lead 00744043-9 Cadmium 16. OTHER INFORMATION �� s � _.L_ __, - >-z �+a a :r. •;.- :two �3 K�rtis.s .:�r �=� - s t000, t .c � _� �iN,Y �,*w SX nA�'tn' *,� .r ,..ax�-�'-Fx`1 o:d} •: e _ [a t End Of Document Page 8 of 8 f NP ' UwpCew - Q � ��0,Qf 0 Lr N 3p wwZ z z Z MQ - apgZ u u § L�n MO W \W Q � ce �o ~aO QF_ IY OW Y i a 0 Z Ln H+ O F- 0,IIVpWaw FM < LLZaw +_ 4�1 I Mm Ma MF Q -Z O 7Vy DuaL_ coz � $ O occ O O p i Q Z < < W <p ou o U. a v< 'Ir � •` OU > Ln z O d� = pWOo = U� �- 5 ZYum OZN,, W FZ <clq d N 00 00 cc oc O Y = _ �� � wF- LUO V o U LL3QoCLZ `S r� O W ? z LLI G ^ o u - J0 cc O > IL QUU m W , O � w } ~ Z > LLLLJ `_ f V N W LL O Z Z wY -'O � O � G \ z CJ_ Z J W W o oV U v U C) LL U x u u p O O m aOj •}- �� ❑ mQpOwO F- LLJ� .JF- oc c - — - W = V Z Z 0 V N a v —4U u u � Z ZwZgQ � � < Z _ L) m Z V ~ a o = OO >J � OpO0 X , z J 5 3 W � z W o d d ...1 = JUv+ F y m d ui w d W ui Z Y� < w •r 1 ❑ W m z w Z �`_ 4J O U b U W N J ❑ < De ❑ `~ti V V < y 7-a cc O 0 / n v ; OJ cc cn W QJ Z cccc >, !4 N 00 < u y ° Y � 0 O El Qi ❑ � w 11 -� 00 � 0 �00 � � ` � 3 o m _ < Z < p < G�� < < cG 0 W o GO Q J W �r **I w 0 00 00 Oc 'V r m m N O U Z O J w z H m Z p' < u J < O L t x Q U W O < y ❑ ib C d+ O ZZ r Z J W v� a J Y " U .0 O N O J m ,� N Z of Q Q n O z /\ V tV-JI O O Z u v ° ° r-qO } } Y z Y y °° <�,�/�7r d y, 4 (yH�� :11z L/ V Z O z Y I 1 � ~ r ^ Q W �� < O H Z oc O u o ff p o N d p } 3 Z Y a s < z Z u F a Z W x o Ewa U m Z O Z m x N `=� J Y m Y Y �� V a v3 z v) x a a ° cn W 0 W In 'd 0 u ED O Y z " Y _ J Z O g �, < ` p oc 3 n Y — r J J a , — Y Y 7 `" m to m Y W oZo o Z Z -! x ❑ 'd O W a m m e-i M W Q 3 3 Z — J z Z O 1 W p O ° o V ' U ° a o ° ° O " � O U < - �= ^ a Y r o u z r z J �:v a v z 3 a a - a J J a D Z n U] V Cn u 3 O W O a rH-I y r�-I Z M oc M W Z 3 m J n 1 J u 3 D a _ > Y Z J W < a z z ° 3 m to N n "H _ oc cf. a C/� m , a s O O O U } � � J J z Vu zr� < � J � � �cJ] J < m � W J z ? > O o a v a u > . o J F 0 .-1 O C8x1&75 JAMB e CBx1&75 SILL WITH 1/2' 0 NELSON I STUD AT 2'-0', 1, GALV STEEL T.O.W. EL 151.80 _ e EXTEND UNDER 3 JAMB WEB 37i 0 10' EW AT CENTER DETAIL USE 2-/5 VERT 9' EACH SIDE OF 15'-0' OPENINGS FOR i'HYDROPMUC USE 2-#5 TRIM 2 EACH - 2'-O'xB'-O'xB" 12" PIPES, ADD WATERSTOP(TYP) AT SILO EXTEND CONCRETE STOP LOGS B'-0" HDRIZ TRIM PER CENTER 3'FROM CLEAR(lYP) ��)LOG SEE DET 1/SB 4 STD DETAILS TOP OF SLAB T-0' BEYOND JAMB SEE 1/SB POUR FLOOR SLAG EEBPEAVARIES \ EL yq- OPTIONAL LAP SPLICE WITHNTO P12F OF ALL _TINGL -�/' 5 0 10' PERT - AT VERT BARS, PRONDE2 EXTRA TO TOP OF .I{. 31" MIN 'HALL EACH SIDE OF OPENING �- EL 145.55 `!: EL 146.3 I-EL 146.3 EL 116 5- T.O.F. EL 145.80 T.O.F. EL 145.80 I I ===LLL 4 I I I I - B' _ 5-15 LONGITUDINAL BARS- Y. - P 95 0 10' TON 3 CLEAR TO lYP HOOKS AT ONE BOTTOM BARS 2' CLR TO TOP BARS �- 5'-0' _ � END AS SHOWN (Typ) —i i 3 BASE COURSE SEE OPPOSITE END ' REINFORCING I I I I FOR REINFOORCING A I�► I I I A AND FOOTINGS SLAB se A SECTION SiM I I I I S8 SCALE 1/2'-1'-0' SIM I I I m o I I I I"I T.O.W. EL 151.80 � I` LIFTING g n I I I I I I I I 1'-0" INSERT ,1-0' }5 0 10- EW I 1 SEE 2/S8 I I AT CENTER I I I I POUR FLOOR SLAB TO TOP --- --tr- -- ----- OF FOOTING I I I I I I WITHIN 12' OF ! I B I I I WALL( ) 1'HYDROPHILIC I I I S9 I I I SLAB EL VARIES WATERS70P I I SEE PLAN /5 0 1D- TB:B 1 I I I b I I iti T.O.F. EL 145.BID I C8x13 I I I I i (GALV STEEL) L — — — — — — — J L — — _ — — — — J 7-J5 LONGITUDINAL BARS --- ----- ----------- EL 148.80 EL 146.80 EL 146.80 EL 148.00 6'-0' SECTION FRONT VIEW C603 w/1/2"0 NELSON STUDS 8 SECTION O 12" OC AROUND ENTIRE PERIMETER T SCALE 1 2�1'-O" B' WALL - MITER CORNERS,WELD AND GRIND FLUSH R5 0 6' OC SS / TOP STUDS 6" EACH SIDE OF LIFTING BOTH WAYS A T.O.W. EL 151.80 INSERT $8 MACHINE EYE BOLT EQUAL R13/16-0 EQUAL (FURNISH FOUR TOTAL),3/4'x2" SHANK. -NGRKINC OAD R��' U-== r�L eLLED HOLE 10 NC T1IREADS.FORGED STEELWALL AND FOUNDATION PLAN B'-o' CLEAR OPENINGISCALE: 1/4'-1'-0' NELSONSSTUD A WITH TY• B'-3' STOP L00 LENGTH 2'-0" OC GALV STEEL 3/4"FERRULE, 10 NC THREADS,1 5/8'LONG. DAYTON P-43 NOTE: 3/1B (304 STAINLESS. USE PLUG WHEN A SEE MECHANICAL DRAWINGS FOR PIPE PENETRATIONS NOT SHOWN. jCRMING TO KEEP THREADS CLEAN NOTE: TOP VIEW �1 PROVIDE 4 PRECAST STOP LOGS INSERT DETAIL LIFTING EYE COMPLETE WITH 2 LIFTING INSERTS/UNIT. - 2 LIFTING INSERT 1 STOP LOG DETAIL 1� SS (2 PLACES EACH STOP LOG) $B SCALE 1 1/2'-1'-0' �} NTS e Ate- Trt�+' �P��,s or ���o,^./4 CITY OF ARLINGTON " Q IF NOT OK INCH SCALE ACCCRDINGLY ,Z �-p E A R T H @ T E C H AIgT Prow Na 32135.02.02 ' " �' } 'rt q BIOSOLIDS COMPOSTING FACILITY B�OFILTER PLAN AND SECTIONS DRAWING N0, o �b JJL Ch-k"tr JAH kodr, SB "I N.L em>K 7N Rx F9 -- - Q Coo Drawn:CAD TEAM scd.:AS NOTED h""L a°"'L 4234 -#A'e0°� -.. �°°°' 63RD AVE NE & 195TH STREET NE Or•ubl�on 0 �]��5!-f4e1 2�)c)a-c]OS ?7 nc 48 RLHscw Owla:APR 2003 Aan•a �I xriau va7.x»I @e�63-1470(FAX) 253 e]1-05]7(F") 1 s TCANOPY RAKE ROOF PURUN EL 163.1{O DETAILS PER - - sTFEI. BLDC R4 O 12' HOR12 IAANUFACTURER-\ 05 0 9' WRT PL 3x5 (THICKNESS TO FIT BETWEEN DOUBLE ANGLES) FLASHING AND METAL ROOFING OVER UNDERLAYMENT AND SLOPE MORTAR METAL DECKING TOP TO DRAIN AWAY FROM - DUILDING EL 162.47 _ i—SEE DET 6/S9 FOR 1 TYPICAL GIRT _ ANGLE CLIP CONNEC11ON PL 3x5 f EL 161.80 - f�i I II . AT WALL �j PL 1/4x7z7 (THICKNESS TO FIT BETWEEN DOUBLE j STEEL BUILDING h = 4-3/B'x4' WELDED ANGLES) t \ / d5 x�I O 9' FLUSH SOFFIT HEAD STUD O 3' OC EW / ENDWALL FRAMING L Y-D' PANEL TYP PER MANUFACTUREBLDR P.T. NAILER 1/B -ANGLE CUP EL 147.5-- CLEAN AND BOLTED To TRUSS -PL 1/4x7x7 - CONTROL JT-\\ \ ROUGHEN ON BOTH SIDES FROM 2x8 CLEAR SURFACE /'CONTROL JT CEDAR, ALIGN w/CMU SLOPE ON 18 CA BENT 4-3/8'x4' WELDED i PLATE HEAD STUD O 3" OC, EW ' o MTL SOFFIT TRIM (w/HEMMED EDGE)—PROV METAL FLASHING EACH BOND BEAN GIRT AT /5 x f�O 9' 2x12 CLEAR CEDAR FASCIA 8' OVER CMU WALL EACH B AS SHOWN 7-14 O 12 T&B METAL CUTTER AND DOWYSPOUT, SMACNA FIG. 1-2 STYLE B (MATCH ROOF COLOR) M SECTION 3 DETAIL 4 DETAIL —REINF. PER SHEET S12 S6 SCALE 1/2'-1'-O' $7 SCALE., 1 1/2'-1'-0" Sy SCALE 1 1/2"-1'-O' Ir s CMU -COLUMM BY OTHERS 1'-0" CL 1'-0' BOND BEAM GIRT BY OTHERS I (MIN) (MIN) —DIMENSION AS REQUIRED -BY GIRT SIZE PUDDLE WELD O 6'OC 1/4' AS O 24' OC WITH 8' EMBED. TYP 3 1/2.0 SCHD 40 PIPE SET IN 4'0 PIPE AS SHOWN. FILL WITH 3000 ----------- --- I PSI CONCRETE JOINT FILLER - 1.5 F20 METAL DECK - —COLUMN BY OTHERS L6x4x5/18 6 DETAIL TOP OF STEM WALL 4-pJ TIE O 3' I EL 148.47 1�� LIx1x1/8 BRIDGING $9 SCALE: 1'-1'-0' I THRU BOLTS JL SLAB ELEVATION VARIES p 24" Ix 2 ROWS t - 147.80 TO 148.J0 45 O 9'HORIL I I _1. e .Li___ j 1 0 �� _ � ^� } —4-/5 x l"VERT. 1/8 2" TYP 1.5 F20 DECK I I EXIST L3x3x1/4x0' 6" TYP I I I q 3-05 O 8 EW EXIST .� 1 3 4'2-/S CONT - fT 8• / pIPESt f�g'LONG O BOY /5 0 2'-0- VERT 2-1/4'0 AS, TYPI r COLUI.(N WtDI ALT HOOK END 2'-0' / FOOTING AT COLUMN / - r-6' MIN CONC COVER f-O I� J-0' O BS OC TYPTYP 3'-0' OVER PIPE TYP REMOVE A MINIMUM OF _ T STING SECTION GRADE UNDER 24' BELOW IFOOTINGS- S6 3/4'•°i'-0" REPLACE PER SECTION 02220 S PIPE BOLLARD DETAIL 7 DETAIL L7 SCALE: 1 1/2'-1'-0. $� NTS S5 SCALE 3/4"�1'-0' DH INOI J. — n•F1 a/JI/•3 ° AI FlAL A CITY OF ARLINGTON Alx mio.. ' W NOT ONE INCH SCALE ACCORDINGLY g, E A R T H `� T E C H P,-I..t No:52135.02.02 1° , t SECTIONS AND DETAILS F U BIOSOLIDS COMPOSTING FACILITY ��D ND. tw".o-KCC a.a.s.JAH + a�fRv S9 IOA70 k[,OU 7L 7lA n.. 770 a oa.a st!I.aor, Oo1' MO' De.ubUe" ° Or...n�CAD TEAM SCR.:A$NOTED AL brNl .....a..,wx cew. 2m r•,,wn•"qa3 - sHFET N0. �,,,a,.a,2 63RD AVE NE 8. 195TH STREET N 21n �D RtHsior D.Ir APR 2003 Aov.& ..z°inFA vuluw draw .aa.v..ao CIA.) z�a va_osn r.x) 203'-10' I f NORTH OPEN WEB STEEL JOIST b 12K1 PER DIET 1/S10 ROOF LINE �POR7Al FRAME /—PCR7Al FRAME - ---- 'I [ -- I— 1 I I I a_ I PURLUN I I w o O a I �j O I a viEE I s I I I I I I � I I I I I L---------------'--------------------- I-------------- I ----------I I I------------ a BRACED BAY (TYP) o 24'-e 6 SPACES 0 20'-160' 6" ROOF PLAN - COMPOSTING SHED SCALE: 1/5"-1'-0' SEE PLAN SHEET S6 FOR WALL SETBACK a 2 8" WALL AND FOOTING PER M/S9 `• ECOLOGY BLOCK p50rEW 23'-4't EL 148.87 EXTERIOR FACE EXTERIOR FACE OF BEARING OF BEARING EL VARIES EL 148.00 - — 147.80 - 148.30 FTC. PER M/59 \ 1-/5 EA FACE N i '01 12K1 FTO PER E/S7 r,3 j3xL70 12' 0 9' DEEPEN FOOTING AT EDGE DESIGN LOADS T—� PER B/S5 AND CONTINUE LL-loop/FT 4-/5 T&B FT T 2-J5 0 BOT B/S5 RETNF THRU FOOTING DL-<��,FT 1 ROOF JOIST DETAIL TL-145d/FT S10 NTS 3-0. 1o' (10 REQUIRED) N SECTION P SECTION Q SECTION �� $5 SCALE 3/4"-1'-O' fI $5 SCALE; 3/4'-1'-0" $8 SCALE: 1/2"-1'-D' J ONE 01CN °rL�MPgMIXwi ° '• �r�os'"' T _ 4e{U�y CITY OF ARLINGTON '- M NOT 521 3.0SCA 02 ACC°NDIN°LY I ' COMPOSTING SHED ROOF PLAN, `� `� Prn4c1 Nc:szl3s.oz.oz -`'? � .� � E A R T H T E C H .et KCC Checked JJL „� °� � 13105OLIDS COMPOSTING FACILITY SECTIONS AND DETAILS °RAsTDNO. Dul. No. T ICe 00 N.4 alb SL)q Flo- )Zp 1 J.11 7l U.)W Dnnb�wn Dre.n:CAD TEAM 5<o�..AS NOTED ' AL O x'hNALE ' D...w..WA e900+ F"..d",eA SOW 63 RD AVE NE & 195TH STREET NE SHEET N0. �Y +»4�5-5111 753 EN-IICi ni:v v m OeHe APR 2003 Apo•ai E. evwen aw au '7 +15 45:-oiro(FIX) :33 wx- T?(YA) 24 or 46 t NORTH — -- — --- -- 2aD'—o" -ROOF LINE BRACED BAY TYP -------- ------------------- ------------------------------------ --------------------------- z I I I � ROOf PURLW � ie I I I I C Z I Z I I -Z► I I �--------------- PORTAL FRAME PORTAL FRAME PORTAL FRAME B. 19,-E* 12 SPACES O 20'-O'-240'-Cr ROOF PLAN — CURE SHED SCALE: 3/3Y-L'-0" ONi wa AT lull Sf '" ES T Q- p/w�,� «Aa1a.-rom.... KA �P�:d . �rA `, CITY OF ARLINGTON a NOT GNc INCH SCALE ACCGRDMC[Y It L 4 E A R T H T E C H CURE SHED ROOF PLAN •»xi<n P,.>e.t N. 52135.02.02 BIOSOLIDS COMPOSTING FACILITY DRAWING NO. w J f,,,a �� S1� D. .&KCC a.�A.�JJL O to �*' '/►amm"�° fi IaeeO N-E. l IL 7tl1 IMar r d 5-]]]eL St.." G..wrCAD TEAM sedr.AS NOTED b�A E '°brULE .w•w�w^ae0°• ► 5 s",. 1 ems 63RD AVE NE & 195TH STREET NE �+�T DMnfpllon Dy a21 111-a16a 2D7 ex-aJ01 23 a 46 ACNSOH Data APR 2003 Ap.rd �FCt V I + a21 45J 70(FAX) 2531 er.-us�1(!A� 23'-4' 2-/4 LINTEL - �2-1,LINTEL 2-/4 LINTEL 24-W. I I I I vFR T 1I — 15 O 24" VERT 11 1 1 1- 1-I �- 1 fi I o IIIIIIIII L - -4-, I-4 T 1-4 T EL 148.67 EL 146.00 L r---1 -h LI--Y 4=4d 2-/4 CONT. O 48-HORIZ 2-14 CONT. O 48" HORIZ 1ST, 6TH, 12TH AND TOP NOTE 1ST, 7TH, 13TH AND TOP COURSE COURSE DO -/5 O 24' VERT : ELEVATION — EAST WALL OF OFFICE BUILDING DO OR AND WI I AND az FORNDOW OPENING ELEVATION — NORTH WALL OF OFFICE BUILDING I� SCALE: 1/4"-1'-0- DIMENSIONS AND LOCATIONS SCALE 1/4'�1'-0' SEE SHEET A4 FOR 07HER I I I I I I I I I I I I I I I 1 OPENING DIMENSIONS AND LOCATIONS M T17TI--f T I-f T FTT 1-1 T- 23,-4' }- 1-4 ---1--" 1-+ 4- 1-4 + 1-4 -1- 1 -4 f 1- 1 I-4 4- 1-4 � I � I-4 4- I- I 0.148.47 LINTEL 2-/4 LINTEL 2-/4 HORIZ. O 7ST, 6TH, 12TH, 18111 AND TOP ITt _ _ -�- - � 1'I T 1�� COURSE IT T I T IT- ELEVA-nON — EAST END WALL OF CURE SHED _ ( - 4" 1 1 1 SCALE 1/4'�1'-D" 15 O 24" VERT /5 O 2 o I I I T T I I I T � VERT-,,,,,, N 1T -T T T T n I TI rt 1-1 t 1-1 -i- I I I I I I I I I L EL 148.00 EL 148.00 T�I T I -1- 2-14 CONT. O 48" HORIZ 2-14 CONT, O 48" HDRIZ 1ST, 7TH, 13TH AND 15TH IST, 7TH, 13TH AND TOP COURSE COURSE ELEVATION — WEST WALL OF OFFICE BUILDING ELEVATION — SOUTH WALL OF OFFICE BUILDING SCALE 1/4"-1'-O' SCALE: 1/4".1'-D" °NC INCH r°L WMATM ° Al CU 51ZE Ps A. �'� ``�h CITY OF ARLINGTON „ro, r NOT ONE INCH SCALE ACCORDINGLY E A R T H T E C H Nvt-tilDwo Pre No:52135.02.02 . EXTERIOR BUILDING ELEVATIONS s r BIOSOLIDS COMPOSTING FACILITY N0 NO. D a:KCC Ch—k.#.JAH +o�( 312 ` '°°°'"t°`"°"""°°' "°3 "' '°° 63RD AVE N.E. & 195TH STREET NE =HEFT N0 s bw L s30 eAL es.v.,"'A It r,r..a 3 3 t. ee°°1 D.I. Ne, pe..�CAD TEAM soda:AS NOTED u°r33-°.c0 Jej e16-5102 7 RLti+varl Oale•.APR 2003 aL+aa-°a°tr.>n 1as er<-o°n f.Ap I PROCESS EQUIPMENT PIPE Aff - B INSTALL CLEANOUT ROUND ADJUSTABLE - CAULK TOP 1/2'OF —WRAP PIPE WITH 1/2' LAYER IN SLIGHT RECESS CAST IRON TOP-TRACTOR ANNULAR SPACE OF PREMOLDED JOINT FILLER BELOW FINISHED FLOOR ELEV COVER,SPIGOT OUTLET, PRIOR TO CASTING IN PLACE TAPER THREAD-BRONZE ADUSTABLE PLUO SMITH FIG 4243 OR FINISHED EQUAL PIPE STANCHION FLOOR SADDLE SIMILAR /-3'0 SCH 40 I •4_ TO GRINNEL FIG 7SA--- / STL PIPE 1/2' STL PLATE � 1 •�r:, HOT DIP CA1.V---- � l ---PROVIDE CLEANOUT7� _ _ _ - --�`= EARTH WTH CUTOFF GROOVES I_.l FOR ADJUSTMENT EJ 1/2' EXP.BOLT - 4 PLACES FOR ALL SLABS ON GRADE (FOR ATTACHMENT TO CONC FLOOR) 1 SLAB PENETRATION 2 CLEANOUT IN FINISHED FLOOR 3 PIPE SUPPORT VAR VAR M2 r J/4 D}-- ���I PTFE SHEETING AA ® BENEATH ° PIPE GUIDE c �FINISH FLOOR o PTFE SHEETING. FULL LENGTH PIPE GUIDE OF PIPE MIN H10T11 3/4 D. SECURE W/SSTL FASTENERS ALONG EDGES, CLEAR OF PIPE PLAN SECTION NOTES: 1. PIPE GUIDE CONSTRUCTED OF 1/2'HOT AA DIP GALVANIZED A36 STEEL PLATE. ANCHOR PATH 1/2' EXP BOLT- 4 PLACES. PTFE SHEETING 2. PTFE SHEETING SHALL BE LAID FULL LENGTH OF PIPE ON FLOOR. PTFE SHEETING SHALL BE 1/I5' MIN THICKNESS. PIPE GUIDE SECTION 4 PIPE GUIDE VAR /,l.,wwnpk DEM A 1 o�rn�t °I Al,Ull S.:E•" V V4, w,°�r, - �y, ,,,' CITY OF ARLINGTON N NOT ONE INCH SCALE ACCORDINGLY a;' i ^` ' E A R T H T E C H STANDARD MECHANICAL DETAILS ProNal N.52135.02.02 �•. � , r BIOSOLIDS COMPOSTING FACILITY DRAIPNO NO. ov.4meo.EdM Ch.ck.&JAH �° �te,Xt4}t� 'E.eM„A. . Mi . --.— -` 425 4 N.L 14 IL71k►N.. 71°L!]!FL]la 200 �_.---_-_�_-- tble Ito. Green CAD TEAM sod.AS NOTED S3" f. S'AhlAl��• oa%vM NA 15M F —-,, ■A t6coa SHEET Na �:>,a3•-p.4 13,m 6:� 63RD AVE NE 8E 195TH STREET NE DIENSCMI w.APR 2003 Apprd: 425 W-6471)LiAX) w 37A-Q577(TAX) 27 Oe 46 PIPE SLAB PENETRATION CURE FAN (TYPICAL) A PER DIET I/M1 M2 CURE SHED NORTH � �1 — — — PRESSURE GAUGE 8' AA TYP (0-IS' WC) CONNECT TO VIBRATION ISOLATOR (TYP) TRENCH DRAIN PER SECTION A/M2 t HP CURE FAN GRATED TRENCH. / DRAIN FOR FINISHED COMPOST AERATION (TYP) 3' HOUSE 3 KEEPING PAD FLOOR CLEAN OUT, ll� 11 TYP 6 PLCS- SEE �- DET 2/MI. I UNDER SLAB DETAIL 8' AA 1YP SEE DWG C3 FOR SIMILAR TO COMPOSTINO CONTINUATION. SHED• SEE DWG M4. CURE SHED PIPING PLAN A SECTION SCALE: 1/B*-l'-0' M2 SCALE: i SEE DWO C3 FOR CONTINUATION. 8' TYP OTHER BAYS SIMILAR _ 4' TD TYP COMPOST SHED GRATED TRENCH DRAIN SEE DWG M4 FOR FOR COMPOST PILE AERATION UNDER SLAB DETAIL o 4' TD TYP (TYP) To FLOOR CLEAN OUT TYP I PLCS SEE GET 2/MI 00 „ n Iv BI OFILTER -- m m m m m m m m 3'-0' SLAB PENETRATION SEE DET I/MI SEE DWG M5 FOR AERATION PIPING AT BIOFILTER L�� L_�. , END CAP IO' AA PIPE GUIDE (TYP) i2' AA SLEEVE TYPE B' AA T 8' AA TYP 18' AA SEE DIET EXPANSION COUPLINGS NOTES. TYP 7 PLACES 1. AERATION FAN EQUIPMENT PACKAGES NOT SHOWN FOR CLARITY. COMPOSTING SHED PIPING PLAN 2.SEE DWO M3 FOR AERATON FAN SCALE: 1/8'�1'-0' EOUIPM EN T. nc WMLA as P,,MAt ti,. �,.w •p CITY OF ARLINGTON Al,uu IF NOT ONE INCH SCALE ACCORDINGLY °.` "L,'� ' - "`� E A R T H T E C H I Na szus.o2.oz {,� , CURE SHED AND COMPOSTING SHED mac^ BIOSOLIDS COMPOSTING FACILITY PIPING PLAN ORAMM NO, D •CAD �"b JNO *•o .� "�" '(a 63RD AVE N.E. 8 195TH STREET NE Mt CSd�C1NAl� 9`TbIlAL.Y•, 4Ww.„-04 YAW4II�i4� ipw•�w6 SwA�>•eoW !HEFT N0. do.n:CAD TEAM soda:AS NOTED �22 1s3_•u. Ls�tu•xol 28 a 48 D•I• o. D..meu... D x wir7T'�i31-1 41 s3-94D Iraq 253 eu-os»(FAX) RCNs�Of/ Dole APR 2003 Aped: (� —" —� i NORTH — — --r ----- ------- — -- ---- TROMMEL IN PARKED POSTION FINISHED e'ECOLOGY SCREEN AREA AMENDMENT SLUDGE COMPOST BLOCKS AND STORAGE STORAGE BUNKER AMENDMENT RECOVERY TT RECYCLED AMENDMENT \\�—ECOLOGY I I CONVEYOR _ [3lOCY.S- I _ FINES CONVEYOR 1 I CONVEYOR —TROMMEL IN ELECT A PARTIALLY SERVICE — M3 I I PANEL EXTENDED POSITION ITI r MIXER —MOTOR A _ } I •� � UNSCREENED S COMPOST IN I e LOAD� qqq HOPPER HITCFI—� CURE SHED EQUIPMENT LAYOUT SCALE. 1/8--1--0- OPENING IN CONCRETE WALL SIZE AS REQUIRED. CONVEYOR MIXER DISCHARGE 'r' I MIXER AUGER ( DISCHARGE i I• 14'-0- r A SEC11ON M3 SCALE. 1/Y-1'-O- ONC a,[/H r� °•,,,� �,Z�•1' w°w,";°ti,, �. i,";."o< CITY OF ARLINGTON IF NOT CNE INCH SCALE ACCORDINCLY r` iC E A R T H `■ T E C H CURE SHED EQUIPMENT LAYOUT lN.52135.02.02 .- 1 a' tw ch t BIOSOLIDS COMPOSTING FACILITY 0RANHa H(L a. EdM ch-+.e.JAH ,'ko�.s ° 'hon..�c M3 o.—,CAD TEAM sal..AS NOTED d1bNAl• s�ry i ' p W��TIh nw n-w•s As��3o u' SHEET H°. ,,,,,,-s.a 2,21y1_1702 63RD AVE N.E. & 195TH STREET NE 29 +� S n t @ .es M-1+m(sAq m erg-oorr Crux) aCHS:aI DSIN APR 2003 Appro- �� �-�—��O� A B f - 12 --- ®1/2 71 ------------ BY CONTRACTOR BY COMPOST ATATION SYSTEM MFR BY COMPOST AERATION 4 SYSTEM MANUFACTURER :$ - -- ----- - - -- ----- - -- - -- - POSITIVE AERATION NEGATIVE AERATION VACUUM PRESSURE C GAUGE (0-I5 ) (0-15- W r -- I I - - - - - - - - 3-WAY MOTOR I '..1 -PIPE SUPPORT IAIR OBUTTER PERATED I I SEE DET 3/Mt A I FROMISCARGE FAN VALVE FLY j 1 i — -- 9 M4 I I I IA4 I POSITIVE I / / POSITIVE AERATION AERATION _ FAN i ( f t 1 I AAR INTAKE TOFOUL BIOFILTER -16'd BAYS 1&2 -12'0 BAYS 3 TO 6 FLOOR CLEANO -10"0 BAYS 7 do 6 - SEE ❑ET 2/Mt - - -- ---- _ - _ A. 148.30 147.80 - �___ IV --- ------ - ECCENTRIC REDUCER SIZES VARIES AIR INTAKE 1D FAN SEE M2 NEGATIVE AERATION DISCHARGE TO FOUL AIR HEADER PIPE COMPOST SHED BUILDING SECTION 41 A SECTION 4' Tp PIPE SUPPORT 1 SCALE 3/8'-1'-0• PER DET 3/Mt 8" BEND M4 SCALE 3/9•�1'-0- ' FOUL AIR TO BIOFILTER PIPE GUIDE AA SEE BET 4/M1 SIZE VARIES, SEE M2 TYP 4 PLCS EACH FAN o 0 o POSITIVE AERATION EQUIPMENT SCREENED AIR PACKAGE INTAKE - -— 3-WAY MOTOR OPERATED BUTTERFLY I VALVE(a"DIA) 777 I —90'BEND, TURNED DOWN 11 1/4' PIPE SUPPORT SEE DET 3/M, TYP 3 PLCS S' AIR INTAKE CRATED EACH FAN TRENCH EQUIPMENT DRAIN PACKAGE I 11 1/4'VERTICAL BEND VACUUM CAGE I I 010 ITEM LIMIT 8'x8' REDUCER I COMPOST AERATION SYSTEM POSITIVE AERATION I I FAN - - PRESSURE CAGr - — 850 CFM x 12' WC 3-WAY MOTOR OPERATED BUTTERFLY VALVE (8" DIA) AA SIZE VARIES. SEE M2 A SECTION TRENCff DRAIN TO 6'0 PIPE CONNECTOR (BY DRAIN MANUFACTURER) M4 SCALE: 3/8"-1'-O' ONE MPI _ ° At FULL 92 '• d rhit°tiT of w.1°ZL CITY OF ARLINGTON IF NOT ONE INCH SCAU ACCORDWOLY I E A R T H `� T E C H Pro I Nee 52136.02.02 C(, w �/t COMPOSTING SHED BIOSOLIDS COMPOSTING FACILITY SECTION AND DETAILS °NAN1N0"0 Dtnlpntl?JAH/EdM al.d�.o-JAHxr�N 4eo. MO s IDe00 NE.eu CA rbo 1m:m sfe:Do 63RD AVE NE '19JrTH STREET NE 0"1• Ha Dretmt CAD TEAM sear,AS NOTED ebfNi ° t E� 4nB.I.-45 .+teoa/ ..a.4.,W.tna>7 SNELT Na Dsotplbn D 4]4 u5-ton tv r,y,-n:of AfHaDN Del.APR 2003 App,,t r [�xmfe wwoi� 4"03-1170(V.x) ",77l'n>n JO OF 48 I O2- NON-WOVEN ,110111TER MEDIA CEOTEXTILE T.O.W. EL 151.60 SEE SPEC 13500 8•_8• 2 EACH- 2'-D'x6'-0'x6" CONCRETE STOP LOGS E" � 12" BFV WITH STOP LOG I SEE To CIA SO OPERATING FOR CONTINUATION NUT AND VALVE Box- EL 146.80 In I-\ `2':r_pry, - -•f— •� � -�.51_'t— I 0 i - EL 146.It RUBBER COUPUNC 16' AA I WITH STAINLESS STEEL BANDS 2' MINUS 1 I (TYPICAL) WASHED ROCK 4' 0 CORRUGATED PLASTIC PIPE WITH 0.125'x1.25' SLOTS I o SPACED TO PROVIDE 2.01 SOIN/FT I Y OPEN AREA a I � o A SECTION I N M5 SCALE. 1/2"-1'-O' 0 I t2- AA I I - --��4 SEE DWC M2 FOR FOUL AIR —T.O.W. EL 151.80 • CONTINUATION A 4`0 CORRUGATED PLASTIC PIPE M5 WITH 0.125 'x1.25"SLOTS SPACED TO PROVIDE 2.01 SOIN/FT OPEN AREA 12" BUTTERFLY VALVES B10FILTER PLAN SCALE: 1/4"-1'-0' J oNE waI p 1• OEM _ A. FAA /W AT!ULL SIZE y WA j. 0r n_n .pro-waa v.a IfNOK1 o INCH scut AccoNOlNCLr : b�c� CITY OF ARLINGTON "n1bJ a. E A R T H T E C H PFONal Na 52II5.02.02 "g',Q•�1 ; '��`� BIOFILTER PLAN AND SECTIONS BIOSOLIDS COMPOSTING FACILITY 'DRAM,p Na Dr .&EdM «k.d•.JAM 'b„�Sggw1 .2`�san 1060 kL n.aL 7ix j_ 7n s E33 It.It.]DO MIS Oal. Ho, pre.e:CAD TEAM Scdc AS NOTED �OMALE s an WA F8004 Fw O W.y.WA 95M - D. ipp0n s - �2a�s�-.��� 253 9E-4202 63RD AVE NE & 195TH STREET NE E* NCH9d1 D.1.:APR 2003 AOPrd: ExptN6 2. r€:fin "rml 423 (FAQ) 1"e74-00r2(FAX) 1.5 KW WALL HEATER �'" 1.5 KW WALL HEATER t'SS SEE NOTE 2 \ SEE NOTE 2 SEE DRAWING 03A FOR CONTINUA71ON 01 131104 8,000 81U/11R '1 r' 1" IW 'l0 q'��• AIR CONDITIONING UNIT. k \I ; �V1 `�I SEE NOTE f AC-2 ED SO T 750 W WALL HEATER 2'OR 1/2' IW SEE NOTE 3 4 VTR 1��0 II r - �J# 3/4xt/2 RED�� 1�1 � D ,I �MV SOFFT EXHAUST 2 HW 100 EXHAJFAN a�ST - CFM 3/4'xl/2' RED —ORYER VENT * FUME HOOD EXHAUST. W� DET 3/M6 OACKFLOW PREVENTOR4 HW 1 1/2'IW } PROVIDE ALL DUCTWORK, / FLASHING, SUPPORTS TO lS.�.ddd ROUTE FUME HOOD - r L_ }, BELOW ENTRY COUNTER. EXHAUST THROUGH GWB 1.5 KW 1.5 KW BLDG SLAB SEE DET 2/M6 —3/4" HW 3/4- 1W CEILING AND METAL WALL WALL Dtv 2"DR PENETRATION ROOFING. PROVIDE CAP HEATER HEATER --� ti ON ROOF VENT, 0 SEE NOTE 2 SEE NOTE 2 4'OR �� \_f0 GALLON ELEC HW TANK BELOW COUNTER. WATERTIGHT.INST ON SHALL BE 2" FCO 2" IW /M SEE DETAIL 1 8 2" SHUT DFF VALVE—,., WALL CLEANOUT • 2" METER AC-1 PER NOTE 2 ,QR, �F,O C 10,000 BTU/HR DWG C3 y1�R' �'� �3/4"xl/2" RED AIR CONDITIONING UNIT. OIL•g 1/2•HW SEE NOTE 1 �0 V- NOTES: 0 1. MOUNT IN OPENING S4OWN ON ARCIIITECTURAL DRAWINGS.PROVIDE SUPPORTS. SEISMIC BRACING. FLASHING AND SEAL FOR WATERTIGHT INSTALLATION(TYP). 2. WALL HEATER SHALL,BE FAN FORCED COMMERCIAL TYPE 1.5KW, 175 CFM, 277V, NOTE: TPI-MARKEL MODEL G3323TM-RP COMPLETE WITH ROUGH-IN BOX AND SURFACE 1. BUILDING SEWER SIIALL COMPLY WITH UNIFORM PLUMBING CODE,LATEST ,11_ MOUNTING FRAME. EDITION, AND LOCAL PLUMBING CODE REQUIREMENTS.LOOP VENT ALL a 3. WALL HEATER SHALL BE FAN FORCED COMMERCIAL TYPE. 750W 175 CFM, 120V. FIXTURES. J TPI-MARKEL MODEL E332ITTD-RD COMPLETE. 4 HVAC PLAN DRAIN PLAN SCALE: 3/16'.1'-G' SCALE: 3/10'-1'-G" 7 PIPE SUPPORT 2 1/2" PRESSURE GAUGE UNISTRUT P1001 SS 0-100 I'm COMBINATION CHANNEL / B• LONG. ATTACH WITH 2 1/2•DALL 2"x1 1 BOLTS OFFICE BUILDING WATER SYSTEM ISOMETRIC Y ANCHOR - REDUCER BOLTS ( ) VALVE (TYP) SCALE: NONE I�3/4' 1 1/2"UNION(TYP)2" UNION BLDG WALL 1 4" AIR CAPS 1 1/2' REDUCED-PRESSURE.---�-�..!///// UNISTRUT PIPE SUPPORT 8"DIA HOODED DACKFLOW PREVENTERFLEX HOSE WALL CAP FEBCO NO.825Y 1 TEMPERATURE 1/2" COPPER AND PRESSURE DRAIN PIP fEBCO AIR RELEF VALVE B" AIRGAP� 10 CAL EHL .� £C �HOSE BIBS [J�/ W TANK EOUIPMENT DRAIN WATTS NO.909AG y TO TRAP PRIMER (a)HOT WATER TANK DETAIL BACKFLOW PREVENTER ASSEMBLY DETAIL 3 DYER VENT MB SCALE: NONE MF> SCALE NONE MB SCALE. NONE CIE 9401 0 1. OE1.1 A.H ��ra-Anne AT IUL l p d "A °1r e a ° CITY OF ARLINGTON Aea ruo.as IF NOT ONE INCH SCALE ACCORDINGLY ` E A R T H T E C H OFFICE BUILDING oro 1 N>szl3s.oz.o2 BIOSOLIDS COMPOSTING FACILITY PLUMBING DRAINAGE AND HVAC � � ORAMINO N0, t �r1 D.. .d:EdM er.e..a JAH Ru(r sC� 4'0� f MB ' Dol. 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