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HomeMy WebLinkAboutBP, CO & DOCS - 04-00367 - Gandolfo's/Farmers Insurance - Tenant FinishCITY OF ..REXBUR -G °gttsrrEn"' AMERICA'S FAMILY COMMUNrTY ISSUED TO: PERMIT #: NAME: Gunderson Cook Construct Building Permit 0400367 FOR THE CONSTRUCTION OF: Gandolfo's & Farmers Ins JOB ADDRESS: 12 W 2nd S GENERAL CONTRACTOR: Gunderson Cook Construction This permit is issued subject to the regulations contained in Building Code and Zoning Regulations of the City of Rexbug. It is specifically understood that this Permit does not allow any Variance to the regulations of the City of Rexburg or Zoning Codes unless specifically approved by the City Council and explained on the Building Permit Application as approved by the Building Inspector. Date Approv d /� �y /,, e, , - Issued B Building Inspector THIS PERMIT MUST BE PROMINANTLY DISPLAYED AT THE BUILDING SITE THE BUILDING MAY NOT BE OCCUPIED OR USED WITHOUT FIRST OBTAINING ACERTIFICATE OF OCCUPANCY 1) A complete set of approved drawings along with tl* permit must be kept No work shall be done on any part of on the premises during construction. the building beyond the point indicated 2) The permit will become null and void in the event of any deviation from the in each successive inspection without NOTICE! accepted drawings. approval No structural framework of 3) No foundation, structural, electrical, nor plumbing work shall be concealed any underground work shall be covered without approval INSPECTION CARD BUILDING Date Approved 1. Layout 2. Footing `3. Foundation 4. Framing 5. Insulation 6. Drywall 7. Sidewalk 8. Final OTHER Date Approved 1. Fire Department Fina PLUMBING Date Approved 1. Sewer Service Conn 2. Water Service Conne 3. .Rough -In 4. Final 5. Roof Drains 24 Hour Notice and Permit Number required to make inspection appointments For Inspections Call 359 -3020 option 2 ACERTIFICATE OF OCCUPANCY CAN NOT BE ISSUED PRIOR TO FINAL ELECTRICAL & PLUMBING INSPECTION' a � CITY OF REXBURG AMERICAS FAMILY COMMUNITY Building Permit No: Applicable Edition of Code: Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkler System Required: CERTIFICATE OF OCCUPANCY City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3022 Name and Address of Owner: Contractor: Special Conditions: Occupancy: 0400367 12 W Main St Cafe & Insurance Gandolfo's & Farmers Ins. No Carlson Robert 539 W Main Rexburg, ID 83440 Gunderson Cook Construction This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that was inspected on the date listed was found to be in compliance with the requirements of the code for the group and division of occupancy and the use for which the proposed occupancy vies classified. Date C.O. Issued: March 04, 2005 (03:36PM) C.O Issued by: Building Official There shall be no further change in the existing occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Water Department: Fire State of Idaho Electrical Department (208- 356- 4830): CITY OF REXBURG AMERICAS FAMILY COMNAUNrrY Building Permit No: Applicable Edition of Code: Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkler System Required: CERTIFICATE OF OCCUPANCY City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3022 0400367 ?, - CO3 i p-->(- 12 W Main St Cafe & Insurance Gandolfo's & Farmers Ins. No Name and Address of Owner: Carlson Robert Contractor: Special Conditions: Occupancy: 539 W Main Rexburg, ID 83440 Gunderson Cook Construction This Certificate, issued pursuant to the requirements of Section 909 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that vies inspected on the date listed vies found to be in compliance with the requirements of the code for the group and division of occupancy and the use for vihich the proposed occupancy vies classified. Date C.O. Issued: June C.O Issued by: Building Official There shall be no further change in the e)asting occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Water Department Fire 23, 2005 (11:28AM) State of Idaho Electrical Department R . CITY OF R- EXBURG AMERIGVS FAMILY COMMUNrrY Building Permit No: Applicable Edition of Code: Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkler System Required: 0400367 12 W Main St Cafe & Insurance Gandolfo's & Farmers Ins. M06 Name and Address of Owner: Carlson Robert Contractor: Special Conditions: Occupancy: 539 W Main Rexburg, ID 83440 Gunderson Cook Construction This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that vies inspected on the date listed vies found to be in compliance vWth the requirements of the code for the group and division of occupancy and the use for vihich the proposed occupancy vies classified. Date C.O. Issued: March 04, 2005 (03:38PM) C.O Issued by: Building Official There shall be no further change in the e)asting occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. CERTIFICATE OF OCCUPANCY City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3022 n Water Departmen �/� Fire Department: State of Idaho Electrical Department (208- 356- 4830): • • • BUILDING PERMIT APPLICATION REXBURG, ID DATE NO. THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER � (�G� (e � O �Q JOB ADDRESS /.�- LJ A olld" j2FO PHONE � 9-4LI 3 STRUCTURE: OONEW ❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ RENEWAL ❑ FIRE DAMAGE ❑ RESIDENCE WCOMM. ❑ EDUCATIONAL ❑ GOV'T ❑ RELIGIOUS ❑ FENCE ❑ PATIO Q CARPORT Q GARAGE Q AWNING FOOTINGS FOUNDATION BASEMENT FLOORS EXT. WALLS INT. WALLS I CEILING ROOF HEAT INSULATED 0 CONCRETE ❑ CONCRETE ❑ PARTIAL ❑ WOOD ❑ WOOD M_WOOD 91 WOOD Q BUILT UP. &GAS $ WALLS ❑ MASONRY ❑ MASONRY ❑ FULL A&CONCRETE ❑ MASONRY 0 MASONRY Q ❑ WOOD SH. Q OIL 44 CEILING ❑ OTHER ❑ OTHER ❑ NO ❑ OTHER ❑ CONCRETE Q CONCRETE Q PLASTER Q COMP. SH. ❑ COAL ❑ FLOORS ❑ VENEER $-0RYWALL Q TILE Q TILE ❑ FIREPLACE 0 PERIMETER 0 METAL ❑ PLASTER Q ACOUSTIC &ROLL ROOF. ❑ ELECTRIC 0 STUCCO ❑ TILE Q OPEN Q METAL This permit is issued subject to the regulations contained in the Uniform Building Code and Zoning Regulations of Rexburg, and it is hereby agreed that the work to be done as shown in the plans and specifications will be completed in accordance with the regulations pertaining and appli thereto: The issuan of the permit does not waive restrictive covenants. REMARKS: -T 4 OEA DEPARTMENT OF BUILDING & ZONING VALUE FEE PAID ❑ CASH APPLICANT CHECK BUILDING DATE ADDRESS WHITE —Owner's Copy CANARY — Building Department's Copy PINK — Assessor's Copy GOLDENROD - Inspector APPLICATION FOR BUILDING PERMIT CITY OF REXBURG, IDAHO Date of Application Permit No. OWNER t Name f� ` Site Address b � Vj I `& t t,_ tc�SL 13t,� Mailing Address City /State/Zip Telephone/Fax/Mobile Z=P - --� 1 0 -- _ 1 Name (.k(A a 6IQ-(-& 1 Mailing Address f 0 1� 0 )C 1 3 1 City /State/Zip Telephone/Fax/Mobile yJ�� " �S 0 PROJECT INFORMATION DEPARTMENT APPROVAL Property Zone: Is existing use compatible with zoning, (screening parking, etc) When was this building last occupied 11� //►► ? Architect/ Engineer Firm �c. G() 1 2 906TU t G H Plan Name ! A G& 00 � V A Subdivision Circle One Residential erc Lot Block Educational Government Remodel Other Circle One New House Addition/Remodel to House New Commercial Commercial Remodel Circle One Basement: I� Finished / Unfinished Other: None/ Patio / Carport/ Awning N/A Lot Square Footage Lot Width A( X Main Level Square Feet 00 Upstairs Square Feet A !- Basement Square Feet Garage Square Feet Number of Stories Height of Building _ What will structure be used for: Home Home Business Apartment �nercial Other Will there be an apartment? © a If so, how many units Total Estimated Buildin )4,*� 1J Q� �%'b • �! Are you in a flood plain Signature of Code Building Permit Fees Zone Building Type Commercial Building Plumbing bid, Commercial Building HVAC bid Plan Check Fees Plumbing Permit Fees Digging Permit Fees Water & Sewer Fees Commercial Building Square footage Front Footage Fee (Parks, Fire, and Police) Impact Fees TOTAL $ Signature of Inspector Issued by CITY OF REXBURG APPLICATION FOR PLUMBING PERMIT QQ n OWNER Name Address i Z LA) hiA4P4 Tel. 70 t NY Lot Blk. Add, /� PLUMBER Name 6XAV J'�,UW S Kq IV Address Tel. NATURE OF INSTALLATION FEES Plumbing Permit .................... $ Sewer Inspection ...... • • • ....... • . • • $ Inspection of Pipe • • ............. • • • • $ Inspection of Fixtures ............ • • • • $ $ TOTAL $ Use Rough Plumbing Septic Tank Fixtures Water Piping Complete Sewer DESCRIPTION OF WORK Bath Tubs Urinal Showers Sink Trap Laundry Trays Water Heater Wash Basin 7 Other Toilet Slop Sinks Kitchen Sinks Floor Drain Drinking Fountains Lawn Sprinklers Water Softeners Dish Washing Mach. Clothes Washer Received: Date By— INSPECTOR'S RECORD N R E S INSP. NAME Rough Plumbing Sewer Other Finish Plumbing Au6.11. 2005 4 :06PM ALPHA MECHANICAL AUG- ii -cuuo ut:iarm rKUm- uGINEEkty JT im ESA I August 17, 2005 Tony Alpha Mechanical 3045 N 400 E Idaho Falls, ID 83401 Re: Gandolph's Restaurant, Rexburg Dear Tony_ 315 W. CENTER, POCATELLO, IDAHO 83204 TELEPHONE - 208 -233 -0501 FAX - 208 -233 -0529 D. SUDWEEKS, P.E. R. RICE, P.E. I have reviewed the kitchen hood installation on the subject job and find that it now meets the 2003 International Mechanical Code requirements for Type 1 hoods. Sincerely, ENGINEERED SYSTEMS ASSOCIATES, INC. 1 , bs 4& MEMBER ACEC zoo - 233 -05N T -03o Y 303 /001 P r-009 Engi Lnecired s y stems AssocIlaae!u 9 Inc. MECHANICAL - ELECTRICAL - ENGINEERING (- 6 t jo �� II Plan View Scale 11"= 16' LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts A 29 2SP 2 32 84 TUBI SPECIFICATION TWO 32 -WATT T8 PREMIUM TROFFER, LINEAR FLUORESCENT. S11479.IES 2900 1.00 58 2'X4'2 LP T8 HOLOPHANE 8224 ELEC 0400367 Gandolofo's & Famer's Ins. p(4645 ) of A Z " -p �6�'/ &A ea ;hCu -'f� 0400367 Gandolofo's & Famer's Ins. o 1 21 o II Scale 1/1@ 6 ' L/ " o P q AL u �r5 w� C�c��✓ Z. -75 2 -4;oci Coo 1-e Ys (True) (: 11 ca - 12.22 ►C� 1 0, LI I l<w- k /g - dtl 1 M f C f� ex k�4s� -Fai - CL - 2 x C7 Q .o Q .o 1502 SWARE FEET 1635 SQUARE FEE1 1635 SWAW FEET 4 ! X C � Q L 4 -06-0 4-0x6 -0 4-Ux6 -0 0x6-0 o 1 21 o II Scale 1/1@ 6 ' L/ " o P q AL u �r5 w� C�c��✓ Z. -75 2 -4;oci Coo 1-e Ys (True) (: 11 ca - 12.22 ►C� 1 0, LI I l<w- k /g - dtl 1 M f C f� ex k�4s� -Fai - CL - 2 STATISTICS Description Symbol Avg Max Min Max/Min Avg /Min Workpiane 132.7 fc 151.4 fc 92.4 fc 1,6:1 1.4:1 LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts n LM -1 18 2GT8 4 32 Al2 1/4 GT8 GENERAL FOUR 32 -WATT T8 LTL7425.IES 2850 0.64 112 ADDE PURPOSE T8 TROFFER LINEAR FLUORESCENT. 2'X4'4 LP T8 #Al2 LENS 1/4 ELEC + 92.4 100. 103. 6102 .1104.6104:103.6103. +9 04. 4103 3104.4105 A104.1103.� 04.6'104 +8104.8102 +3103.6100. .4 + 16.4114+ 1 7117.8116. + 18.1116+ 17./116. 18. + .2 26.5125 28. �3127. 29.0127. 28.6127.2 28.6125. 1 0.0 + 116. 5130 .2135.1133 +9137.6139+037.6136 037 .6140+1138.3136. + 3138.3140+ 1137. 6136+ 1137 .1139 +1138.61341a30130.� .5 +121 +(141. 6138 +4142./143.A42.6140.�42.6144+942.2140 +1142.144.5142. 6140.X142.1143.6143.6138.7 41.�136..� 1.5 + + 43.6141. 45.3143+ /145.8143+ 45.314 + 3. +1 3.7 3 44.3142.45. 144 46.6144. 45.$144. �� 9 + 126.6142+047. 4145 +4149.1150. 6147 +1149.6151.4149.6146+9149. 6151 + 4149. 6147.7 48.6'150AI50.6145.� 47.5142.a .9 + 124. x /139 +4144.6142. 46. 5147+ 2145. 6143.145 .1148 +2145. 8145.6147+3146.6142+944.8139+91 .8 + + + + + + + + n 44 3A Ck=6 11 38. 36. 39.5137. 39. x 1137. 39.'1138. 1141.6137. 5 30.4128. 30 .312930.412830.412931.6'128. L 2 T3.9 Plan View Scale V me 8' O O 1N J i i i/ B S U A L H � U 1 .w. 6 n Designer Date Nov 22 2004 Scale Drawing No. 1 of 1 L u m en Method Sum mary Project Title Number Company Designer Room Length [ X ] Width [ Y ] Height [ Z ] RCR Ceiling Walls Floor Workplane Height Luminaire Mounting Height Caatatc c�,Number Manufacturer IES File Name 46 ft 17 ft 10 ft 3.02 75 % 75 % 30 % 2.5 ft Mountii Height 10 ft 2G_T&432_ Ail IA AIIOE LITHONIA LIGHTING LTL7425.IES Lamp Description FOUR 32 -WATT T8 LINEAR FLUORESCENT. Number of Lamps 4 Lamp. Lumens_ 285A Light Loss Factor 0.64 Coefficient of Utilization 0.79 Output ukm*ulnse� 133 fr— Number of Luminaires 18 Number of Columns [ X ] 6 Number of Rows [ Y ] 3 c Wig- 1XI &W ft. Row Spacing [ Y ] 6.00 ft Column Start [X 3.00 ft Row Start [ Y ] 1.50 ft Pow Dens4 2.58. Watts/sq ft- Y X 7�x eight V Note: Calculations are based on procedures established by the Illuminating Engineering Society of North America, or standard industry practice, Visual computes output performance based on input data as provided by, and which is the sole responsibility of, the user. The Acuity Lighting Group cannot be held responsible for the variations in actual situations which can effect calculated output. Visual 07/27/04 TUE 09:32 FAX 2085226459 BMC WEST TRUSS Q002 Scale =1:70.2 a A d 3xB M1120= 4.00 F1 2 AK AI At 3x6 M1120= 5x6 M1120= K AE AD 5x6 Win= 40 -0-0 AA ZY 3x6 MI120= Lb d LUMBER TOP CHORD 2 X 4 SPF 165OF 1 -6E SOT CHORD LOADING (pst) OTHERS SPACING 2 -0-0 TCLL 35.0 -61 (load Case 5) Plates Increase 1.15 TCOL 7.0 REACTIONS Lumber Increase 1.15 SCL.L 0.0 16&40 -0-0 Rep Stress Incr NO BCDL 7.0 W = Code IRC2WO /ANS195 LUMBER TOP CHORD 2 X 4 SPF 165OF 1 -6E SOT CHORD 2 X 4 SPF 1650E 1.6E OTHERS 2 X 4 SPF SlucMd BRACING AK TOP CHORD -61 (load Case 5) Sheathed or 6.0-0 oc pudins. SOT CHORD - 50(bad case 3) Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (lb/s(ze) A = 165140-0.0 U = 16&40 -0-0 AE = 185140-0 -0 V - 401/40 -0-0 W = 108/40-0-0 X = 219140-0-0 Y = 181140 -0-0 AA = 195140-0-0 AB 196/40-0-0 AC = 196140 -0-0 AD = 196/40 -0-0 AN 401140.0-0 AM = 10&40.0-0 AL = 219/40 -0-0 AK = 181/40 -" At = 195140 -" AH = 196!40 -" AG = 196140.0 -0 AF = 196140-0-0 Max Horz AD A = 163(load case 5) Max Uplift A = -80cad case 4) U = -9(load case 3) V = - 122(loed case 6) W = - 3300ad case 6) X - 65(loed case 4) Y -61 (low can 6) AA = -6000ad case 4) AS = -Woad case 6) AC = - 61 (load case 4) AD = - 15(loed case 6) AN - 122(loed case 5) CSI DEFL in (1)c) I /dell L/d PLATES GRIP TC 0.22 Vert(LL) We n/8 999 M1120 197/144 SC 0.12 Vert(TL) rda n/a 999 WS 0.15 Horc(TL) 0.00 U' n1a n/a (Ma) Weight: 164 lb Max Uplift AM -030oad cam 5) AL = - 65(load case 3) AK = -61 (load Case 5) At - 50(bad case 3) AH = - 58(load case 5) AG = -61 (load case 3) AF = - W(load case 5) Max Grav A = 165(load 1) U = 165(load Case 1) AE 185(load case 1) V = 401(lomdcase 8) W 108(load case 8) X = 219(loadcase 1) Y = 181 (load case 8) AA = 195(kled case 1) AB = 1960oad case 8) AC AD 203( load load case 8) AN 401 (bad can 7) AM = 108(load case 7) AL 219(loadcase 1) AK = 1al(loadcase 7) At 195(loadcase 1) AH AG = 196(Ipadcase 1) AF = 2030oad case 7) FORCES (lb) Maximum Compression/MaAmum Tension TOPCHORD A-8 = - 148/48 B-C = -93/25 C-D = -72/35 D-E = -09138 E - F = 4416 F-G = 4382 G-H = -04189 H-1 = 44/105 1-J - 44/125 J-K = -W142 K-L = 44!138 L -M =44/111 TOP CHORD M-N = 44188 N-0 = 44/68 O-P = 43150 P-0 = -04/34 O-R = 47117 R -S = -50114 S-T = -72/3 T-U = - 126145 BOTCHORD A-AN = OM AM-AN = 010 AL-AM = 0/0 AK-AL = 0/0 AJ-AK = 0/0 AI -AJ = -0ro AH-Al = -0-0 AG-AH = -0/0 AF-AG - -OA1 AE-AF = -O/0 AD-AE = Oro AC-AD = 0/0 AS-AC = 0/0 AA AS - 010 Z-AA - D/0 Y-Z = 0/142 X Y = 01142 W -X = 0/142 V -W = 01142 U V = W142 WEBS K -AE = -15710 T -V = - 3121136 S-W = -109152 O-X = - 162/al P -Y = - 165/75 O-AA = - 168175 N-AB - -lSw5 M-AC = - 168478 L-AD = - 175472 B-AN = -0127136 C-AM = - 109152 E-AL = - 182/81 F-AK _ -165175 WEBS G-AI - - 169176 H-AH = - 166/75 I-AG = - 16&78 J-AF = - 175!73 NOTE$ 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7 -98; 90mph; h -25f ; TCOLs42pef; BCDL= 42psf; Category II; Exp C; enclosed; MWFRS gable end zone. cantilever left and right exposed; porch left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 3) Truss designed for wind loads in the plane of the truss Only. For studs exposed to wind (—a' to the face), see M17ek 'Standard Gable Fated Delair 4) This thus has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 5) All plates are 1.5x4 MII20 unless otherwise incksted. 6) Gable requ0ies continuous bottom chord bearing. 7) Gable surds spaced at 2 -" oc. 8) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 8 b upifl at joint A. 3 lb uplift at joint U. 122 lb uplift at joint V, 33 11) uplift at joint W, 65 lb uplift at joint X. 61 lb uplift at joint Y. 60 lb uplift at joint AA, 58 to uplift at joint AB, 61 lb uplift at joky AC, 55 lb uplift at joint AD, 122 lb uplift at joint AN, 33 lb uplift at joint AM, 65 b uplift at joint AL, 61 lb uplift at joint AK, 60 b uplift at )oint AI, Ss b uplift at joint AH, 61 I1) uplift at joint AG and 56 lb uplift at joint AF. LSAD (S) � - 20 -0-0 40 -0-0 20 -" 20-0-0 07/27/04 TUE 09:32 FAX 2085226459 BMC WEST TRUSS Ia 001 Scale - 1:70.2 dl 3 4X 6x6 M1120- 5x6 M1120= I 5xB MI120 H 6x8 M1120= 4xB M1120= 1 0 -4-14 20-0 -0 29 -7 -2 40-0-0 10 - -1 4 9 -7 - em tx h• ra•rty n_� � 9'7 -2 10 -4 -14 I� d LOAD 2.0-0 CSI TCLL TCLL 35.0 TCLL 7.0 lr SPACING w creas 1.15 TC 0.88 DEFL in (loc) I /deft Ud Ved(LL) -0A2 1 >M PLATES GRIP BCLL 0.0 Lumb er Lumber Stre Incr Rep Stre ss 1. N O O BC 0.70 240 Vert(TL) - 0.68 W >695 180 MII20 197/144 BCOL 7.0 Code .IRC2 000 0pp /ANSI95 WB 0.83 (Simplified) Harz(TL) 0.19 G Na n1a LUMBER Weight; 157 b TOP CHORD 2 X 4 OF 240OF 2.0E BOT CHORD 2 X 4 OF 240OF 2.0E NOTES 1) Unbalanced roof live bads have bean WEBS 2 X 4 SPF Stud/Std considered for this design. 21 Wind; ASCE 7 -98; 90mph; h =25@; BRACING TCDL =4•2psf; BCDL"1.2paf: Category 11; Exp C; TOP CHORD enclosed; MWFRS gable end zone; contilaver Sheathed or 2-0-6 OC pudins. M and right exposed ; porch left and right DOT CHORD exposed: Lumber DOL-1.33 plate grip Rigid ceiling directly Y appli Or 5.1 -11 oc bracing. WEBS DOL =1.33. 3) This truss has pe designed for a 10.0 psf en 1 Row at midpl C4. E -1 bottom Chord live load nonconcurrerd with any other live bads. REACTIONS (q/siza) 4 ) I'Mvide mechanical connection (by onws) of A = 1938/0.5 truss to bearing plate capable at withstanding -8 G = 1938/0 -5-8 966 lb uplift at Joint A and tt66 to uplift at jdM G. Max Horz A = -12D(k)ad case 6) LOAD CASE(S) Max Uplift Standard A = -8650oad case 3) G = - 866(load case 4) FORCES (lb) M"Imum COmpression/Maximum Tension TOP CHORD A-B = 378612062 B-C = 3282/1933 C-0 _ - 3015/1350 D-E _ - 3015/1350 E-F = 3282/1933 F-G 3786/2062 GOT CHORD AJ = -19M4520 IJ = - 1570/3727 H -1 = - 1481/3727 G-H = - 1897/4520 WEBS B-J = -588/261 CJ = 3621598 Cd = - 10731562 D4 = -07911370 E -1 = - 1073!552 E-H = -3621598 F-H = -5881261 i - 1 13 -7-4 1 20-" 26 -4 -12 32 -9$ 40 -0-0 7 -2-8 . 6-4-12 6-4 -12 6-4-12 6-4-12 7 -2 -8 4.00 12 D