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HomeMy WebLinkAboutB08-0945 000-000-000Q) o E Q Q) a o o m C U 'U p C 0 7 d1 7 y E '- a E p N _L-. in C O C R3 O 'a OU -8 > C p C C W W0,6001 mw --MW E—Q) Y c o� o o r o c (D— Q) (n (D o c > 3 °'o°'C�v°'ccaoro Ho C c o c Q u) o— a) .O d7 0 O O o p C O Q) � � U C: -p 'O .a -- O W O 0 O -0 O �_ U s _U C Ld. cD C E U. �_. >, U C O. C cz ❑. O .Ir ` p O O 'L L O X N U Z U d U c o w -o Q M_ 604 N cD O m E T W 0 as r- co 0 ti>.. tp N M O+ C Ln v U? w > ¢ Q t - Z LL OV V c Q 3 W _ ¢ (,0 3 U O O� H O C L W 0 orn m Ln Ld 0 C1. Q) ST Checked: MEM Date: Cd Job No. ,v,,rrJ�++J CU Q �-1 T- ------------ a� Cd 0 C WWE 608224 LL, rrt op 4 12.31. f �W Design: ST Checked: MEM Date: October 2008 Job No. ,v,,rrJ�++J CU 08_072 �-1 T- ------------ Cd 0 C U .0 V �-1 tn� v ` U CO U) WWE 608224 LL, rrt op 4 12.31. f �W Design: ST Checked: MEM Date: October 2008 Job No. 08_072 Sheet: T- ------------ Plotted: Tue, Oct 21 2008 Is waterproofing, etc. It is the responsibility of the Owner for ensuring that they are properly maintained. 5-9 A "standard hook" is defined as either a 180° bend plus a 4 bar diameter extension, but not less than 2 1/2" 1-11 This structure is not designed to support collateral loads such as fire sprinklers or H.V.A.C. units, unless otherwise noted. at the free end of the bar or a 90° bend plus a 12 bar diameter extension at the free end of the bar. Hooks for 1-12 All materials stored on the jobsite shall be protected from exposure to rain, snow or other harmful weather conditions. stirrups and ties shall be as follows: Indoor environmental conditions (temperature, humidity, and ventilation) shall be maintained within limits recommended 1. #5 bar and smaller, 90° bend plus 6 bar diameter extension at free end of bar, or by the respective material manufacturer for optimum results. Do not install products under environmental conditions 2. #6, #7 and #8 bar, 90° bend plus 12 bar diameter extension at free end of bar, or outside the respective material manufacturer's absolute limits. 1-13 All contractors and / or subcontractors or installers shall be experienced in performing the work they are responsible to 3. #8 bar and smaller, 135° bend plus 6 bar diameter extension at free end of bar. perform for the project. Under no circumstances shall inexperienced labor be utilized. METAL DECKING: Fr)l wnATlr)KI- Z-1 i ne c;ontractor snail oe responsible for the location of all underground facilities or other buried objects which may be encountered but which are not shown on these plans. Locations and depths of any existing utilities that may or may not be shown on these plans are approximate and may not be complete. 2-2 Foundations supporting wood shall extend at least 6 inches above the adjacent finished grade. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts that they support are of approved wood of natural resistance to decay or treated wood is used. 2-3 Cuts and fills are to conform with the requirements of the applicable building code. 2-4 These calculations assume stable, undisturbed soils and level or stepped footings. Any unusual soil conditions such as organic soils or uncertified fills shall be brought to the attention of the Engineer prior to construction. 2-5 All excavations shall be inspected and approved by the Building Official before concrete is poured. Footings shall extend into firm, undisturbed native soil 12 inches minimum below existing grade (18 inches minimum where pre -saturation of soil is required), unless noted otherwise on plans, details or geotechnical report (whichever is lowest). 2-6 Fill material shall be free from debris, vegetation, and other foreign substances. 2-7 Engineered fill may be used as existing grade provided tests are presented to the Engineer of a 90% relative compaction per ASTM 1557. 2-8 The bottom of all footing excavations shall be clean and level. 2-9 The ground immediately adjacent to the foundation shall be sloped away from the building at a slope of not less than one unit vertical in 20 units horizontal (5 -percent slope) for a minimum distance of 10 feet measured perpendicular to the face of the wall. If physical obstructions or lot lines prohibit 10 feet of horizontal distance, a 5 -percent slope shall be provided to an approved alternative method of diverting water away from the foundation. 2-10 Foundations shall not be scaled from plan or detail drawings. 2-11 The Contractor shall be responsible for determining the exact location of and the securing of all anchor bolts, holdown _ anchors or straps, embedments and column baseplates prior to the foundation inspection, the placement of concrete and/or the installation of structural framing members. CONCRETE: 16-1 Decking shall be galvanized steel (ASTM A 446, Grade A) with a zinc coating (ASTM A 525, G60). 16-2 The Contractor shall provide 20 gage end closures for all metal deck with concrete fill. 16-3 Decking shall be stored and installed per manufacturer's recommendations and specifications. 16-4 Any decking which will be in contact with concrete shall have vent tabs per the mfr's specs. 16-5 All decking should bear on supports to a minimum of width 2". 16-6 Minimum shrinkage reinforcing for concrete fill over metal deck is to be 6 x 6 - W1.4 x W1.4, unless otherwise noted on plans. Reinforcing should be placed at the approximate centerline of the concrete depth over the metal deck. 16-7 All metal deck shall be fastened to the structure and individual sheets shall be interconnected at the side laps as indicated on the structural drawings. 16-8 Openings shall not be placed in the metal deck / concrete fill without Engineer's prior approval. 16-9 For conduit placed in the concrete fill, all of the following conditions shall be met: 1. Maximum diameter of conduit shall not exceed one-third of the slab thickness above the top of the flutes of the metal deck. 2. Conduit shall be placed within the middle -third of the overall slab thickness. 3. A minimum of 12" (edge to edge) shall be provided between individual conduits. 16-10 Shop/ erection drawings shall be provided for the Engineer's review for all work involving metal decking (prior to fabrication) and shall contain the following information: 1. Deck layout, framing, and supports, with dimensions and sections. 2. Type and location of welds. 3. Details of accessories. Shop / erection drawings shall not contain any reproductions of the structural drawings and shall be complete and stand alone, such that they do not refer to the structural drawings. Decking shall not be placed until the reviewed shop drawings have been received in the field. The electrical contractor shall submit shop drawings which contain proposed conduit layouts for the Engineer's review a minimum of two weeks prior to installation 3-1 1 I L ST Checked: MEM concrete has been designed for a minimum fc=2,500 psi. However, contractor shall supply concrete with a minimum GENERAL CONDITIONS: A. REINFORCING STEEL: REQUIREMENTS FOR SPECIAL INSPECTION: above foundation level has been deigned for f `3,000 psi after 28 days curing and shall require special inspection. STRUCTURAL STEEL: Sheet: Aggregate size shall be a maximum of 1-1/2" in foundation and 3/4" at all other locations. Maximum aggregate size 1-1 The Contractor shall verify all dimensions, details and job site conditions prior to commencing work and notify the 5-1 Reinforcing steel shall conform to the provisions of ASTM A-615, Grade 40 for #4 bars and smaller and ASTM A-615, prevent proper placement with a larger diameter aggreg�e. Engineer of any discrepancies. — 3-2 Grade 60 for #5 bars and larger. All rebar is to be deformed. Welded wire fabric shall conform to the provisions of The owner shall be responsible for ensuring that the following special inspections areprovided. p g 9 p p inspectors shall 1-2 All construction and methods shall be in strict conformance with the applicable provisions of the California Building ASTM A 185. e wSpecial be employed by the owner and not by the contractor or any other person responsible for the work. The special inspector 17-3 Structural steel W -shapes shall conform to the provisions of ASTM A-572-50 or A-992. M -shapes, HP -shapes, Code, 2007 Edition, and the 2007 CMC, CPC, 2005 CEC, and the 2007 CFC as well as all applicable municipal, State, and Federal regulations. 5-2 All lap splices shall not be less than 62 bar diameters of the larger bar. Horizontal laps in adjacent bars shall be must be acceptable to the project engineer and the local building official. All inspections shall be performed in accordance with the applicable buiding code. Inspectors shall be approved by the building department prior to the issuance of a 1-3 All work is subject to the approval of the building official's field inspector. 3-5 staggered 5' - 0" minimum. gg building permit. 1-4 The Contractor shall provide all measures necessary to protect the structure, workmen, and all other persons during 5-3 Reinforcement cover shall be as follows: Concrete cast against and permanently exposed to soil: 3" clear Strength h Bolting High 9 g 17-6 All steel shall be shop painted except where encased in concrete or sprayed fireproofing unless otherwise noted on construction. Construction joints shall be clean and wet prior to placing concrete. Concrete with soil or weather exposure: #5 bars and smaller: 1 1/2" clear The portions of work that require special inspection are all connections with high strength bolts. The duties of the inspector 1-5 B The Engineer is responsible for the structural items in these plans only. Should any changes be made from the #6 bars and larger: 2" clear shall be as noted below: _ design as specified in the calculations without approval from the Engineer (i.e. alterations to the structural system or 17-8 All bolts at moment connections shall be slip critical. Contact surfaces for slip critical bolts shall be free of paint prior Concrete without soil or weather exposure: 3/4" clear retarders or plasticizers may be added to provide workable concrete. Forms, reinforcing steel and subgrade shall be to erection and field painted following completion of construction of the connection. addition construction materials or loads), the Engineer will assume no responsibility for any element or system of fogged or sprinkled with cool water just before concrete is placed. Verify tensioning of all A325 and A490 high strength bolts by use of a calibrated torque wrench or "turn of All projecting corners of slabs, beams, columns, walls, etc. shall be formed with a 3/4" chamfer, unless specifically the structure. 5-4 All rebar bends shall be made cold. #5 and larger rebar shall not be re-bent. the nut" method. All test loads verified by use of a load cell torque device. All procedures are to be in 1-6 Additional layouts and/or plans (site plan, plumbing, heating and ventilation, mechanical, etc.) by others, unless 5-5 All reinforcing steel and anchor bolts shall be accurately secured in position before and during concrete accordance with the applicable building code and per RCSC specifications of the AISC Manual of Steel 17-10 All fabrication shall be done in a shop that is acceptable to the building official. otherwise noted or indicated on the drawings. placement. Construction. 1-7 The Contractor or Owner shall secure all required approvals and permits from the appropriate agencies as required. If 5-6 All reinforcing steel shall be clean and free of deleterious materials at the time of concrete placement. Field Welding they elect not to obtain a permit, these plans shall be considered null and void. 5-7 Each reinforcing bar shall be wired to a cross bar at a maximum spacing of 2'-0" o.c. each way for bars in top layers The portions of work that require special inspection are the field welds as shown on the plans. The duties of the inspector 1-8 In the event certain features of the construction are not fully shown on the plans or called for in the notes or of reinforcing (or in areas where only one layer of reinforcing exists) and T-0" o.c. each way for bottom layers of shall be as noted below: specifications, their construction shall be of similar character to conditions shown on the plans and shall be reviewed reinforcing. All perimeter intersections of reinforcing bars and a minimum of 50% of interior intersections shall be nonmetallic, premixed, cementitious mixture with no shrinkage after placement and no expansion after set, per ASTM by the Engineer and Owner prior to construction. C-827. Compressive strength per ASTM C-109, shall be at least 3000 psi at one day and 5000 psi at 28 days. tied, subject to the spacing requirements in the preceding sentence. 1 p 9 q P 9 All structural field welding to be inspected by an AWS or ICBO certified welding inspector. All welds are to 1-9 The drawings and specifications represent the finished structure, and, unless specifically noted otherwise do not that can produce welds that have a minimum Charpy V -Notch toughness of 20 ft-lbf at minus 20° F, as determined by be visually inspected to be in conformance with AWS D1.1 specifications. show the method of construction. The Contractor is responsible for the method of construction, and shall provide all Reinforcing bars shall be supported by chairs at 3'-0" o.c. maximum for #3 and #4 bars, and at 4'-0" o.c. maximum Samples of inspection reports shall be provided by the special inspector (if required by the building official). Reports shall measures necessary to protect the public, construction workers, and the structure during construction. Such for #5 and larger bars. be submitted to the building department within seven calendar days of the inspection. All inspector's reports noting measures shall include forming, shoring, bracing, scaffolding, etc. 5-8 Not less than (2) #5 rebar shall be provided around all window and door openings in all concrete walls. Such bars discrepancies to be filed with the building department weekly during construction, whether corrected or not. All inspector's 1-10 The design, detailing and / or specification of all systems (not shown on the plans) for the prevention of water/ vapor shall be extended to develop the bar beyond the corners of the openings not less than 30" min. Where there is not daily logs shall be maintained on site for review by the building inspectors. infiltration into the building envelope shall be the responsibility of the Contractor. These systems include, but are not room to extend the rebar to that length, a "standard hook" may be provided not less than 15" beyond the opening for - _ limited to: flashing, caulking or adhesives, building wrap, vapor retarder or barrier membranes, miscellaneous the purposes of developing the rebar. waterproofing, etc. It is the responsibility of the Owner for ensuring that they are properly maintained. 5-9 A "standard hook" is defined as either a 180° bend plus a 4 bar diameter extension, but not less than 2 1/2" 1-11 This structure is not designed to support collateral loads such as fire sprinklers or H.V.A.C. units, unless otherwise noted. at the free end of the bar or a 90° bend plus a 12 bar diameter extension at the free end of the bar. Hooks for 1-12 All materials stored on the jobsite shall be protected from exposure to rain, snow or other harmful weather conditions. stirrups and ties shall be as follows: Indoor environmental conditions (temperature, humidity, and ventilation) shall be maintained within limits recommended 1. #5 bar and smaller, 90° bend plus 6 bar diameter extension at free end of bar, or by the respective material manufacturer for optimum results. Do not install products under environmental conditions 2. #6, #7 and #8 bar, 90° bend plus 12 bar diameter extension at free end of bar, or outside the respective material manufacturer's absolute limits. 1-13 All contractors and / or subcontractors or installers shall be experienced in performing the work they are responsible to 3. #8 bar and smaller, 135° bend plus 6 bar diameter extension at free end of bar. perform for the project. Under no circumstances shall inexperienced labor be utilized. METAL DECKING: Fr)l wnATlr)KI- Z-1 i ne c;ontractor snail oe responsible for the location of all underground facilities or other buried objects which may be encountered but which are not shown on these plans. Locations and depths of any existing utilities that may or may not be shown on these plans are approximate and may not be complete. 2-2 Foundations supporting wood shall extend at least 6 inches above the adjacent finished grade. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts that they support are of approved wood of natural resistance to decay or treated wood is used. 2-3 Cuts and fills are to conform with the requirements of the applicable building code. 2-4 These calculations assume stable, undisturbed soils and level or stepped footings. Any unusual soil conditions such as organic soils or uncertified fills shall be brought to the attention of the Engineer prior to construction. 2-5 All excavations shall be inspected and approved by the Building Official before concrete is poured. Footings shall extend into firm, undisturbed native soil 12 inches minimum below existing grade (18 inches minimum where pre -saturation of soil is required), unless noted otherwise on plans, details or geotechnical report (whichever is lowest). 2-6 Fill material shall be free from debris, vegetation, and other foreign substances. 2-7 Engineered fill may be used as existing grade provided tests are presented to the Engineer of a 90% relative compaction per ASTM 1557. 2-8 The bottom of all footing excavations shall be clean and level. 2-9 The ground immediately adjacent to the foundation shall be sloped away from the building at a slope of not less than one unit vertical in 20 units horizontal (5 -percent slope) for a minimum distance of 10 feet measured perpendicular to the face of the wall. If physical obstructions or lot lines prohibit 10 feet of horizontal distance, a 5 -percent slope shall be provided to an approved alternative method of diverting water away from the foundation. 2-10 Foundations shall not be scaled from plan or detail drawings. 2-11 The Contractor shall be responsible for determining the exact location of and the securing of all anchor bolts, holdown _ anchors or straps, embedments and column baseplates prior to the foundation inspection, the placement of concrete and/or the installation of structural framing members. CONCRETE: 16-1 Decking shall be galvanized steel (ASTM A 446, Grade A) with a zinc coating (ASTM A 525, G60). 16-2 The Contractor shall provide 20 gage end closures for all metal deck with concrete fill. 16-3 Decking shall be stored and installed per manufacturer's recommendations and specifications. 16-4 Any decking which will be in contact with concrete shall have vent tabs per the mfr's specs. 16-5 All decking should bear on supports to a minimum of width 2". 16-6 Minimum shrinkage reinforcing for concrete fill over metal deck is to be 6 x 6 - W1.4 x W1.4, unless otherwise noted on plans. Reinforcing should be placed at the approximate centerline of the concrete depth over the metal deck. 16-7 All metal deck shall be fastened to the structure and individual sheets shall be interconnected at the side laps as indicated on the structural drawings. 16-8 Openings shall not be placed in the metal deck / concrete fill without Engineer's prior approval. 16-9 For conduit placed in the concrete fill, all of the following conditions shall be met: 1. Maximum diameter of conduit shall not exceed one-third of the slab thickness above the top of the flutes of the metal deck. 2. Conduit shall be placed within the middle -third of the overall slab thickness. 3. A minimum of 12" (edge to edge) shall be provided between individual conduits. 16-10 Shop/ erection drawings shall be provided for the Engineer's review for all work involving metal decking (prior to fabrication) and shall contain the following information: 1. Deck layout, framing, and supports, with dimensions and sections. 2. Type and location of welds. 3. Details of accessories. Shop / erection drawings shall not contain any reproductions of the structural drawings and shall be complete and stand alone, such that they do not refer to the structural drawings. Decking shall not be placed until the reviewed shop drawings have been received in the field. The electrical contractor shall submit shop drawings which contain proposed conduit layouts for the Engineer's review a minimum of two weeks prior to installation 3-1 All concrete shall have a maximum slump of 4" +/- 1"y,unless otherwise noted. All foundation and slab on grade ST Checked: MEM concrete has been designed for a minimum fc=2,500 psi. However, contractor shall supply concrete with a minimum �q a Job No. Pc = 3,000 psi after 28 days curing. All concretecolumns, Concrete walls, elevated concrete slabs, and other concrete above foundation level has been deigned for f `3,000 psi after 28 days curing and shall require special inspection. STRUCTURAL STEEL: Sheet: Aggregate size shall be a maximum of 1-1/2" in foundation and 3/4" at all other locations. Maximum aggregate size should be reduced to 3/8" where wall thickness is less than 6" nominal or where reinforcing is sufficiently congested to 17-1 All structural steel framing shall be detailed, fabricated, and constructed per the specifications and code of standard prevent proper placement with a larger diameter aggreg�e. practice set out in the latest edition of the AISC, Manual of Steel Construction, except where modified by the — 3-2 Curing compound shall be sprayed on all exposed surfaces immediately after final troweling. applicable building code. 17-2 Bolts, nuts, and lag screws shall conform to the provisions of ASTM A-307, Grade A unless otherwise noted. 3-3 All cement used shall conform to ASTM C-150 and shall be Type II or Type III low alkali. 3-4 Aggregate shall conform to ASTM C-33 and shall not contain materials which are alkali reactive as determined by 17-3 Structural steel W -shapes shall conform to the provisions of ASTM A-572-50 or A-992. M -shapes, HP -shapes, ASTM C-227, 289, and 295. If test data is unavailable in regards to alkali reactive materials, provide cement with a Channels, Angles, Structural Tees, and plate steel shall conform to the provisions of ASTM A-36. maximum alkali content less than 0.45% by weight. 17-4 Structural steel shall be ASTM A53, Type E or S, Grade "B" for pipe and ASTM A500, Grade "B" for tube steel. 3-5 Concrete exposed to freezing or thawing shall be protected in accordance to the latest edition of the ACI code and 17-5 All steel shall be clean and free of deleterious materials (i.e. excessive rust, mill scale, or grease) at the time of the applicable building code. delivery to the job site. 3-6 All concrete shall be properly consolidated. 17-6 All steel shall be shop painted except where encased in concrete or sprayed fireproofing unless otherwise noted on 3-7 Construction joints shall be clean and wet prior to placing concrete. the drawings. 3-8 Concrete shall have a water -cement ratio of 0.47 to 0.52 Ib./Ib. or less. Addition of water at the job site is not permitted 17-7 Openings shall not be cut into any steel members without approval from the Engineer or unless noted otherwise on unless special inspection has been provided and test specimens are taken. If hot weather conditions are anticipated the drawings. _ at the job site, concrete materials (aggregates, mixing water, and cement) shall be cooled prior to mixing, and 17-8 All bolts at moment connections shall be slip critical. Contact surfaces for slip critical bolts shall be free of paint prior retarders or plasticizers may be added to provide workable concrete. Forms, reinforcing steel and subgrade shall be to erection and field painted following completion of construction of the connection. fogged or sprinkled with cool water just before concrete is placed. 3-g All projecting corners of slabs, beams, columns, walls, etc. shall be formed with a 3/4" chamfer, unless specifically 17-9 The structural steel fabricator shall furnish shop drawings of all fabricated steel for the Engineer's review prior to any noted otherwise. fabrication. Erection of steel shall not commence until reviewed shop drawings have been received by the fabricator 3-10 Concrete shall be air entrained a minimum of 5% and maximum of 7%, where exposed to freezing / thawing conditions. /contractor. 17-10 All fabrication shall be done in a shop that is acceptable to the building official. 1 17-11 All welding shall conform to the American Welding Society specifications. All welding shall be done by certified, experienced welders. 17-12 Welding electrodes shall be E70XX or shielded wires with Fy>70 ksi. 17-13 Non-destructive testing by either radiography or ultrasonic testing shall be provided where required by the applicable building code. - 17-14 Special inspection shall be provided where required by the applicable building code. 17-15 Provide non -shrink grout under all baseplates as required to assure uniform bearing at columns.. Grout shall be a nonmetallic, premixed, cementitious mixture with no shrinkage after placement and no expansion after set, per ASTM C-827. Compressive strength per ASTM C-109, shall be at least 3000 psi at one day and 5000 psi at 28 days. 17-16 All welds used in members and connections in the Seismic Load Resisting System shall be made with a filler metal that can produce welds that have a minimum Charpy V -Notch toughness of 20 ft-lbf at minus 20° F, as determined by AWS classification or manufacturer certification. K PREMANUFACTURED METAL BUILDINGS: The premanufactured metal building calculation package dated ##-##-## by Varco Pruden is an integral part of this plan set. The use of any other metal building calculation package, including revised sets by the same manufacturer but dated later than noted above, may pose different spans, supports or loading conditions than those which the building has been designed for. Such discrepancies may compromise the structural integrity of the the building. If any metal building calculation package, other than that referenced above, is utilized for this project NorthStar Engineering is to be notified immediately. If NorthStar Engineering is not notified NSE will assume no liability for any and all injuries, damages, claims, losses, expenses or claims expenses (including attorney's fees) due to the use of an unauthorized calculation package. 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O O > !O ZD N MLO Q LO N C (A O • `� m Z < to CK: O Oc m U v i a 3 C_ O U 3 •� U p OU 000 Fw— O O c/7 li1 U vii U c=i o M m U z 0 o_ U ST nv/1 W Date: 4 - Job No. `V /Cd H Sheet: S-2 N� W r 1J\ O Design: ST nv/1 W Date: October 2008 Job No. `V 08_072 Sheet: S-2 `V r 1J\ O U � Design: ST Checked: MEM Date: October 2008 Job No. 08_072 Sheet: S-2 Plotted: Tue, Oct 21 2008 10'-3" 10'-5" 10'-5" 10'-5" 7 TYP. D- 0 �� �� 04 Li co S 00 S N N wC"r) x +.61 x .SCIDqX U -�Q 2 9 L2.5X2.5X3/16 BRACE D- TYP. U.O.N. I 00 1 5 D- 104'-0" 0'-5" 10'-5" 10'-5" 10'-5" 10'-5" 10'-5" 10'-0" L6X6X3/8 TOP CHORD TYP. U.O.N. Li IN 00 00 00 00 co cfl 'i- co 1b. -I- �f- `Si 10 LOCATE AS L6X6X5/16 BOT. CHORD 1 9 H S 10"X4"X1/ NECESSARY TYP. U.O.N. - D- TO SUPPORT ROOF PURLINS co m xx 2 00 ^ca 00 2 S-3 113 � S-3 10. '61 South Elevation EAST SECTION 0 10'-5" 1 z 00 CD w - T U) w }•1 it `�-q 104'-0" 7"X4"XO'-4" BY 12 GA G.S S-3 LL] FOR ADD'L. INFO. "Z" PURLIN BY MTL. TYP. I--• 9 > > 13 I ;. � � I I 10'-3" 10'-5" 10'-5" 10'-5" 7 TYP. D- 0 �� �� 04 Li co S 00 S N N wC"r) x +.61 x .SCIDqX U -�Q 2 9 L2.5X2.5X3/16 BRACE D- TYP. U.O.N. I 00 1 5 D- 104'-0" 0'-5" 10'-5" 10'-5" 10'-5" 10'-5" 10'-5" 10'-0" L6X6X3/8 TOP CHORD TYP. U.O.N. Li IN 00 00 00 00 co cfl 'i- co 1b. -I- �f- `Si 10 LOCATE AS L6X6X5/16 BOT. CHORD 1 9 H S 10"X4"X1/ NECESSARY TYP. U.O.N. - D- TO SUPPORT ROOF PURLINS co m xx 2 00 ^ca 00 2 S-3 113 � S-3 10. '61 South Elevation EAST SECTION 0 z XNT w U w 0 �XX � d x Q: = o U) 0 o U) z = w J 0 z w Q LU Y 10'-5" 1/8"= 1'-0" 10'-5" L2.5X2.5X3/16 BRACE 1 TYP. U.O.N North Elevation EAST SECTION "$"-V-0" 10'-5" 10'-5" V 00 +�� C) G �rb• C 10'-5" 10'-3" 0 10'-5" 1 z 00 CD w - T U) w }•1 it `�-q 104'-0" 7"X4"XO'-4" BY 12 GA G.S S-3 LL] FOR ADD'L. INFO. "Z" PURLIN BY MTL. TYP. 13 9 > > 10'-0" 10'-5" 10'-5" TOP CHORD TO BEAM, 10'-5" 10'-5" 10'-5" 10'-5" D- TYP. d ~ CV (t 1 0 S-2 \ Cd TYP. U.O.N. L6X6 3 8 a N .0 'C! Cd /15� LEDGER U) 7 TYP. BEAM PER FLOOR 14 TOP CHORD 1/4 U CO FRAMING PLAN TYP. 3- SIDES VJ D- U.O.N. AN A xxz TYP. U.O.N. W/ (2) - 1/2"0 M.B. 00 \\— LL6X6X5/16 DECK TOP/ BOT. CHORD L1.75X1.75X3/16TYP. 13 C8X11.5 TYP. U.O.N. 1 BEAM TYP. U.O.N. _ PER ELEV. TYP. U.O.N. U.O.N. p 1 TYP. co X 8 00 z co co 1 00 NC 61 CG NXx W8X31 (0 x � S C.0 S"m m0 O Q C) 0/ LOCATE AS NECESSARY TO 5r U w REFER TO DETAIL 3/SD-2 D- FOR ADD'L. INFO. 4 9 LOCATE AS L6X6X5/16 BOT. CHORD D- HS 10"X4"X '4" NECESSARY TYP. U.O.N. TO SUPPORT � r"'., ROOF PURLINS 00 o %55 0 z XNT w U w 0 �XX � d x Q: = o U) 0 o U) z = w J 0 z w Q LU Y 10'-5" 1/8"= 1'-0" 10'-5" L2.5X2.5X3/16 BRACE 1 TYP. U.O.N North Elevation EAST SECTION "$"-V-0" 10'-5" 10'-5" V 00 +�� C) G �rb• C 10'-5" 10'-3" ')If X cc E Roof Framin Plan 0 10'-5" 10'-5" z 00 CD w - T U) w }•1 it `�-q REFER TO DETAIL 4/SD-2 7"X4"XO'-4" BY 12 GA G.S S-3 LL] FOR ADD'L. INFO. "Z" PURLIN BY MTL. TYP. 13 9 > > 3"X6"X3/8" STL PLATE U.O.N. D - TOP CHORD TO BEAM, TYP. Cl) D- TYP. d ~ CV (t 1 0 S-2 \ Cd TYP. U.O.N. HSS 10"X4"X1/4" a N .0 'C! Cd /15� LEDGER ')If X cc E Roof Framin Plan 10'-0" 0 10'-5" 10'-5" z 1 u'-5" w i u -Z) U) w }•1 it `�-q REFER TO DETAIL 4/SD-2 10'-0" 10'-5" 10'-5" 10'-5" 1 U'-5" 1 u'-5" -1 u -o i u -Z) }•1 it `�-q REFER TO DETAIL 4/SD-2 7"X4"XO'-4" BY 12 GA G.S S-3 ROOF BEAM PER ROOF FOR ADD'L. INFO. "Z" PURLIN BY MTL. TYP. 13 Q) > > 3"X6"X3/8" STL PLATE U.O.N. 12 TOP CHORD TO BEAM, TYP. D- TYP. rr0 `.J CV (t V \ Cd TYP. U.O.N. HSS 10"X4"X1/4" a N .0 'C! Cd 1/4 LEDGER U) TYP. BEAM PER FLOOR 14 1/4 U CO FRAMING PLAN TYP. 3- SIDES VJ V1 —^ U.O.N. AN A xxz W/ (2) - 1/2"0 M.B. 00 \\— LL6X6X5/16 DECK TOP/ BOT. CHORD L1.75X1.75X3/16TYP. 13 C8X11.5 TYP. U.O.N. 1 BEAM TYP. U.O.N. _ PER ELEV. TYP. U.O.N. U.O.N. p 1 TYP. co X 8 00 Floor Framing Plan 1/8"= 0 z w U) w METAL SIDING 80OS250-54 STL. STUD AT 36" O.C. W/ (4) - #12 TEK SCREWS AT EA. ANGLE, TYP. LOCATE AS NECESSARY TO METAL ROOFING (4) - #14 TEK SCREWS Al Checked: MEM �-F••i SUPPORT ROOF RAFTERS, Job No. STEEL BEAM PER }•1 it `�-q REFER TO DETAIL 4/SD-2 7"X4"XO'-4" BY 12 GA G.S S-3 ROOF BEAM PER ROOF FOR ADD'L. INFO. "Z" PURLIN BY MTL. TYP. FRAMING PLAN TYP. Q) > > 3"X6"X3/8" STL PLATE U.O.N. 12 TOP CHORD TO BEAM, TYP. POSTS PER ELEVATION rr0 `.J CV (t V \ Cd TYP. U.O.N. HSS 10"X4"X1/4" a N .0 'C! Cd 1/4 LEDGER U) TYP. BEAM PER FLOOR 14 1/4 U CO FRAMING PLAN TYP. 3- SIDES VJ V1 —^ U.O.N. C6X8.2 POST 4"x4"x0'-6" BY 12 GA. G.S.M. 1/8 W/ (2) - 1/2"0 M.B. LEDGER PURLIN 8 DIAG. BRACE 1 ELEVATIONS ercxlt� W8X31 00 O �\ X 00 LOCATE AS NECESSARY TO HSS 10"X4"X1/4" LEDGER—/}`b SUPPORT ROOF PURLINS, IV 10 REFER TO DETAIL 3/SD-2 D- FOR ADD'L. INFO. 4 SECTION AT SUPPORT 3 - SIDES, STL. POST TO 1/4 STL. BM. F _.., TOP CHORD PER ELEVATIONS, TYP. DIAG. BRACE PER ELEVATIONS STEEL POST PER ELEVATIONS, TYP. 8'-6" (OUT -TO -OUT OF STEEL) TO MATCH VP'S DIM'S (VERIFY) — METAL ROOFING (4) - #14 TEK SCREWS Al Checked: MEM �-F••i THRU STUD AT EA. ANGI Job No. STEEL BEAM PER }•1 it `�-q ELEVATIONS, TYP. 7"X4"XO'-4" BY 12 GA G.S S-3 ANGLE AT ROOF CORNE "Z" PURLIN BY MTL. TYP. BLDG. MANUF. Q) > > 3"X6"X3/8" STL PLATE N 12 TOP CHORD TO BEAM, TYP. rr0 `.J CV (t V \ Cd r- TYP. a N .0 'C! Cd 1/4 �, U) TYP. Cd 14 1/4 U CO 3- SIDES VJ V1 —^ 4"x4"x0'-6" BY 12 GA. G.S.M. 1/8 W/ (2) - 1/2"0 M.B. INTO "Z" PURLIN DIAG. BRACE PER ELEVATIONS U-11" (6'-7" CLR. MIN.) 7"X4"XO'-5" BY 16 GA G.S.M. ANGLE AT EA. STL. STUD, TYP. V —< TYP. 1/8 1/4 —� --� TYP. BOTTOM CHORD 2 PER ELEVATIONS, D-1 TYP. CV 1-1/8" PLYWOOD DECK OVER CORRUGATED MTL. DECK PER VP _ __� �. _ 3 SIDES, DIAG. BRACES PER PLAN 3"X10"X3/8" STL PLATE 1/4 BOT. CHORD TO BEAM, PERFORATED PANEL FOR TYP. DRAINAGE 13 D - CONVEYOR SECTION NO SCALE 14 Wu- F- ly- 00 O� w > 0 = O� `n O Zo F- m a5 E co o73 - o '�rF o �� E a3 ESS :_a,� y o co >, co)U w E c o E r > E (no Cw oa�ooa E ani c E-cn.c9 (o'a Z (V >, a C o O T n E c -ef�� a QQ)(DC o,2-, o a'c c cv c o u o C (V U -p `p to N L O] O(D C O N C O U-0,0ax = U � O cU o >' 3;.Q m w (6 U 0 -U O- U 1 -6y a)~;` 65.2) d 0) 0 U Q a� E a c (ca ro d 0 v z U Q U C U) 4S -O Q N o 000 >, uj o U M rn O > o � •- cn � w pn c � U) 0 > Q • = ; zCE O O 3 7) 3 C O � U r7 3 O C( N w (j �n C-) n m ;mp > uj v o a Cd Q co O O 6 ST Checked: MEM �-F••i �a a Job No. 08-072 }•1 it `�-q Design: ST Checked: MEM �-F••i October 2008 Job No. 08-072 }•1 it `�-q S-3 O Q) > > W rr0 `.J >-) d--� (t V \ Cd a N .0 'C! Cd �, U) Cd 14 U CO VJ V1 —^ Design: ST Checked: MEM Date: October 2008 Job No. 08-072 Sheet: S-3 L r ( — BOTTOM CHORD PER PLAN STL. POST PER ( STL. BEAM PER PLAN PI AN I 3 SIDES DO NOT WELD ( ( 1/4" 6" @ 24" �T' 'AN "K" AREA 1/411 3/8" STIFF. PLATE I DO NOT WELD IN "K" AREA 1 /4" t 1/4 12" MIN. STL. COLUMN PER PLAN DETAIL 14 F �POST PEF PLAN 'C13 V BEAM PER PLAN I NEW 1/2" GUSSET PLATE @ CENTERLINE OF COLUMN 3/16" STL. BRACE PER ELEVATION , CENTERED OVER PLATE MAX. t PLATE 3/8"X1" PARTIAL STIFF. NO SCALE 1 1"11'1 w.1/'.1 f flr1l -1 AKI DETAIL NO SCALE ULL PEN TYPICAL SPLICE DETAIL U.O.N.) 12 NO SCALE i I i I r STEEL ANGLE PER ANGLE SPLICE TO MATCH STEEL ANGLE PLAN CHORD SIZE & THICKNESS PER PLAN I ' I L- -..----..--------- 1'-0" MIN. V-0" MIN. 1/4" 1/4" NOTE: POSTS, BEAMS, AND OTHER FRAMING NOT SHOWN FOR CLARITY DETAIL 8"X8"X1/2" STL. DETAIL STL. POST PER PLAN 3/8" STIFF. PLATE YP. BEAM PER PLAN DO NOT WELD IN "K" AREA 1/4" STL. COLUMN PER PLAN DETAIL IIIVVLL rLl\LLLV. NO SCALE NO SCALE 00 0 N � I STL. BEAM PER PLAN 11 1/4" 6" @ 24" 9 12" M I N. NEW 1/2" GUSSET PLATE "3" @ CENTERLINE OF COLUMN 7 I i 3/16" \ Cd STL. BRACE PER ELEVATION \ CENTERED OVER PLATE DO NOT L r ( — BOTTOM CHORD PER PLAN STL. POST PER ( STL. BEAM PER PLAN PI AN I 3 SIDES DO NOT WELD ( ( 1/4" 6" @ 24" �T' 'AN "K" AREA 1/411 3/8" STIFF. PLATE I DO NOT WELD IN "K" AREA 1 /4" t 1/4 12" MIN. STL. COLUMN PER PLAN DETAIL 14 F �POST PEF PLAN 'C13 V BEAM PER PLAN I NEW 1/2" GUSSET PLATE @ CENTERLINE OF COLUMN 3/16" STL. BRACE PER ELEVATION , CENTERED OVER PLATE MAX. t PLATE 3/8"X1" PARTIAL STIFF. NO SCALE 1 1"11'1 w.1/'.1 f flr1l -1 AKI DETAIL NO SCALE ULL PEN TYPICAL SPLICE DETAIL U.O.N.) 12 NO SCALE i I i I r STEEL ANGLE PER ANGLE SPLICE TO MATCH STEEL ANGLE PLAN CHORD SIZE & THICKNESS PER PLAN I ' I L- -..----..--------- 1'-0" MIN. V-0" MIN. 1/4" 1/4" NOTE: POSTS, BEAMS, AND OTHER FRAMING NOT SHOWN FOR CLARITY DETAIL 8"X8"X1/2" STL. DETAIL STL. POST PER PLAN 3/8" STIFF. PLATE YP. BEAM PER PLAN DO NOT WELD IN "K" AREA 1/4" STL. COLUMN PER PLAN DETAIL IIIVVLL rLl\LLLV. NO SCALE NO SCALE 00 0 N � I STL. BEAM PER PLAN 11 1/4" 6" @ 24" 1/4" 12" M I N. NEW 1/2" GUSSET PLATE "3" @ CENTERLINE OF COLUMN i I 3/16" \ Cd STL. BRACE PER ELEVATION \ CENTERED OVER PLATE MAX. ! NO SCALE I I,` BOTTOM CHORD PER PLAN 1 I ANGLE SPLICE PER ( DETAIL 11 ON THIS SHEET STL. POST PER i STL. BEAM PER PLAN PLAN --- —I I ( 1/4" 6" @ 24" 3 SIDES -- - — DO NOT WELD IN "K" AREA 1/4'I BEAM PER PLAN �^ NEW 1/2" GUSSET PLATE 7 3/8" STIFF. PLATE @ CENTERLINE OF COLUMN DO NOT WELD IN "K" AREA1/411 I 3/16" { STL. BRACE PER ELEVATION CENTERED OVER PLATE 1/4" 12" MIN. 1/211 'ems MAX. STL. COLUMN PER PLAN PLATE 3/8"X1" PARTIAL STIFF. DETAIL '{ 8 NO SCALE BOTTOM CHORD ANGLE PER PLAN STL. BEAM PER PLAN 3/16" ! I " STL. POST PER 1/2MAX PLAN ik DETAIL NO SCALE STL. POST PER p' 1 /2" PLAN MAX. BOTTOM CHORD ANGLE PER PLAN DETAIL 1/4" V 12" MIN. BASE PLATE DETAIL PLATE 3/8"X1" PARTIAL STIFF. 1/4" 12" MIN. BASE PLATE PER DETAIL 1 DETAIL 4 y 1? 3/16"V STL. BEAM PER PLAN NO SCALE -- STL. COLUMN PER PLAN STL. BRACE PER ELEVATION 1/2" CENTERED OVER PLATE MAX. 1/4" I / NEW 1/2" GUSSET PLATE @ CENTERLINE OF COLUMN ANCHOR BOLTS NO SCALE STL. COLUMN & COL. WEB NEW BRACE PER ELEVATION 1/2" CENTERED OVER PLATE MAX. II � 1/4" I / \ V NEW 1/2" GUSSET PLATE @ CENTERLINE OF COLUMN ANCHOR BOLTS PER DETAIL 1 NO SCALE ' ,1 NO DETAIL NO SCALE I CLIP FLANGE OF STL. STUD TO AVOID STL. BM. FLANGE - - WHERE REQ'D. 4"X4"XO'-5" BY 16 GA. G.S.M. ANGLE W/ (3) - #12 TEK SCREWS DETAIL CHORD ANGLE PER PLAN TYP. 3/16" 6"X6"X5/16" ANGLE 3/16" <TYP. BEAM PER PLAN 80OS250-54 STL. STUD NO SCALE 10'-0" OUT -TO -OUT CONC. PEDESTAL 2'-3" — 2'-311 7!POP OUT PEDESTAL WHERE PORTAL FRAME OCCURS PORTAL FRAME, WHERE OCCURS 0 0 0 0— A307 A.B. W/ DBL. NUT C? AND 3/8" x 3 1/2" SQ. WASHER, TACK WELD 0 0 0 0 NUTS TO WASHER AND ALLTHREAD, NUMBER, DIAMETER & LOCATION 0 0 0 o OF A.B, BY MTL. BLD'G. MANUF. `? COLUMN BY METAL BLDG. MANUF. A PLAN VIEW A COLUMNS BY MTL. BLDG. MANUF. LINES 5 THRU 15 10'-0" OUT -TO -OUT r CONC. PEDESTAL co E �0 �ya� E CL O C y 0 E E m C o� �300ac Q 0 C U C N 0 2 E �a m D ooQujEVE c E _E 65 ro o r o c T C c o c o 0o - E 0 N Q NID C _ (36 Q o o _ (D C 0-0 O 0 LO C O T N p O c o-0-0inw -6 'a.2 Qo = ` o c c o >,3�•- a, LJJ O U 0a U �_ U ..N = � •O = N C � ya-oy�0oa T.ao'cEo Q C c[f xQ O 0� -'- U 0 c o - o Z U Q U c m 0 co v Q M_ N �- o rn p co E � � U > NCn �. mZ U u 0 3 y - Z ¢ 3 C O � o rnm Fw_ O u L o v W U (nv C) m 3 U z a d; C Q 00 0 N � 11 a i in .� #4 TIES @ 6" O.C. i N C \,\ \\ \/ -------''�--.y.,.. � ° G p T_ T-4 G A I ad 1 #5 VERTS @ 12' O.C. zQ a rALONG PEDESTAL ° Q LENGTH CL 4 A . y ` . '° d . TERMINATE BAR CL ° ' ' ` I �'. •� I 14- W/STANDARD HOOK z�° d. PER NOTE 5-9 ON Y 1SHEET S-1, TYP. I- a I _ :�LONG. REIN, ° PER PLAN. < Zvd �F_ •r' r -z fir- . r. -'r r -i -r- .< zi EQUAL EQUAL TRANS. REINF. PER PLAN WIDTH PER PLAN FOOTING DETAIL Co 1 NO SCALE�L� , 11 i 1'-9" AT LINE "3" ;~ Cd _ DO NOT 0 0 0 o WELD IN "k" Q 5/161/REGION, Cd o U TYP u 0 0 0 - 3/4" A36 STL. PLATE r- 1'-9" AT LINE "S' 1'-4" (4)- 1-1/4"0 A307 A.B. W/ DBL. NUT AND 3/8" x 3 1/2" SQ. WASHER, TACK PLAN VIEW A -FLANGE COLUMNS WELD NUTS TO WASHER A LINES 2, 2', 3, 211, & 22 AND ALLTHREAD F-- COLUMN PER PLAN A17 HIGH STRENGTH ,dkELEV. PER SITE PLAN NON -SHRINK GROUT 171 LEVELING NUT U) Z G `� 2- #4 TIES @ 3" O.C. in .� #4 TIES @ 6" O.C. i N C \,\ \\ \/ -------''�--.y.,.. � ° G p T_ T-4 G A I ad 1 #5 VERTS @ 12' O.C. zQ a rALONG PEDESTAL ° Q LENGTH CL 4 A . y ` . '° d . TERMINATE BAR CL ° ' ' ` I �'. •� I 14- W/STANDARD HOOK z�° d. PER NOTE 5-9 ON Y 1SHEET S-1, TYP. I- a I _ :�LONG. REIN, ° PER PLAN. < Zvd �F_ •r' r -z fir- . r. -'r r -i -r- .< zi EQUAL EQUAL TRANS. REINF. PER PLAN WIDTH PER PLAN FOOTING DETAIL Co 1 NO SCALE�L� , Design: ST Checked: MEM Date: October 2008 Job No. 08-072 Sheet: Sol 1;• ' I 1 `� I ` ""'. � `` 1'. Plotted: 'hie, Oct 21 2008 ;~ Cd Q Cd 14 U C� u Design: ST Checked: MEM Date: October 2008 Job No. 08-072 Sheet: Sol 1;• ' I 1 `� I ` ""'. � `` 1'. Plotted: 'hie, Oct 21 2008 .Lp _ ui E c Q> aa) aa) �� oH ML�(D O O L O7 j F; E' a O C._ O Eu)a) loco o L O N 3 p O •p� C U Q.0 co T C U C O o o E� C TW E CD U) f CZ° o C)- UJ ��' Q, E��« C5 m• o Y o r - T Z cZ C �" a7 C C p O C o T N o 53 Z ?, p O T Q C p E U N N N p t C C 0) C -5(� O7 F- 0 'U C C C 'D C O- _. p O .- N C ltS U -O p U N L O7 O O C O T O C ON O-0 .2 7 .0 C C O T 3 .Q N LU O U N p U In 21 d S O Y m >, U ° E Q C p N Q C cz Q O U Z U Q U C U m U Q M_ N N O r7 O O_ co E T Lil O (U r- cD O U > % o f � `/ N W � ¢ Q L m L O C Ic m V U � 3 d Q ¢ ca 3 C O af U 3 2 ZO o O Ct W U L o no Lr) LLJ3 U z O o_ 14 .Lp _ ui E c Q> aa) aa) �� oH ML�(D O O L O7 j F; E' a O C._ O Eu)a) loco o L O N 3 p O •p� C U Q.0 co T C U C O o o E� C TW E CD U) f CZ° o C)- UJ ��' Q, E��« C5 m• o Y o r - T Z cZ C �" a7 C C p O C o T N o 53 Z ?, p O T Q C p E U N N N p t C C 0) C -5(� O7 F- 0 'U C C C 'D C O- _. p O .- N C ltS U -O p U N L O7 O O C O T O C ON O-0 .2 7 .0 C C O T 3 .Q N LU O U N p U In 21 d S O Y m >, U ° E Q C p N Q C cz Q O U Z U Q U C U m U Q M_ N N O r7 O O_ co E T Lil O (U r- cD O U > % o f � `/ N W � ¢ Q L m L O C Ic m V U � 3 d Q ¢ ca 3 C O af U 3 2 ZO o O Ct W U L o no Lr) LLJ3 U z O o_ U0 cd WJ Q ' r U cd .� ;r o U0 IF I �V`` 60822 � � ll._.71•c7g �� Design: ST Checked: MEM Date: October 200�-8 Job No. 08-072 2 Sheet: SD -2 Plotted: Tue, Oct 21 2008 WJ ' r U cd .� ;r o U C U CO IF I �V`` 60822 � � ll._.71•c7g �� Design: ST Checked: MEM Date: October 200�-8 Job No. 08-072 2 Sheet: SD -2 Plotted: Tue, Oct 21 2008 1K 0 1 1794&M- ; M-� L*UM-Z�46% DRAWING INDEX DRAWING TITLE PAGES Cover Sheet 1 Notes 2 Anchor Rod Plan 3 Primary Structural 4-23 Secondary Structural 24-28 Covering 29-43 Special Drawings e 44!�F ESSipM NG. CE6593 Z M Expire June 3.0, 20 THIS WET SIGNATURE APPLIES TO ALL SHEETS AS LISTED ON DRAWING INDEX DRAWING RELEASE HISTORY TYPE DATE DESCRIPTION ANCHOR ROD PLAN 10/16108 FOR CONSTRUCTION PERMIT DRAWINGS 10/17/08 PERMIT SET- For Building Dept. Approval vP Buildings 3200 Mayers Club Circle Memphis TN 38125 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT Ox' VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING 10/1712008 10 53 30 MATERIALS 3 PLATE WELDED SECTIONS COLD FORMED LIGHT GAGE SHAPES BRACE RODS HOT ROLLED MILL SHAPES HOT ROLLED ANGLES HOLLOW STRUCTURAL SECTION (HSS) CLADDING GENERAL NOTES ASTM DESIGNATION A529, A572, A1011, A1018 A653, Al 011 A572 A36, A529, A572, A588, A709, A992 A629, A672, A688, A709, A992 A500 A653, A792 GRADE 55 GRADE 55 GRADE 65, UNLESS NOTED GRADE 36 KSI UNLESS NOTED GRADE 50 GRADE B GRADE 50 OR GRADE 80 A325 & A490 BOLT TIGHTENING REQUIREMENTS IT IS THE RESPONSIBILITY OF THE ERECTOR TO INSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPROPRIATE REGULATIONS THE FOLLOWING CRITERIA IS IN COMPLIANCE WITH THE LATEST SPECIFICATIONS, HOWEVER THE ERECTOR IS RESPONSIBLE TO VERIFY LOCAL AUTHORITY REQUIREMENTS ALL CONNECTIONS MADE WITH A325 BOLTS MAY BE TIGHTENED TO THE "SNUG TIGHT" CONDITION AS PERMITTED BY THE SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS (2004 ED), UNLESS INDICATED AS "PRE -TENSIONED" ELSEWHERE IN THESE DRAWINGS, OR AS INDICATED BELOW PRE -TENSION BOLTS ON PRIMARY FRAMING, BOLTED BRACING, AND STRUT CONNECTIONS IF LOCATED IN IBC SEISMIC PERFORMANCE I DESIGN CATEGORY D, E OR F, UBC ZONE 3 OR 4 SEE CODES AND LOADS NOTES BELOW FOR FOR SEISMIC DESIGN CATEGORY PRE -TENSION ALL PRIMARY FRAMING CONNECTIONS IN CANADA PRE -TENSION BOLTS ON PRIMARY FRAMING, BOLTED BRACING, STRUTS AND CRANE RUNWAY CONNECTIONS IF BUILDING SUPPORTS A CRANE WITH A CAPACITY GREATER THAN 6 TONS CONNECTIONS THAT SUPPORT RUNNING MACHINERY AND OTHER SOURCES OF IMPACT OR STRESS REVERSAL MUST BE PRE -TENSIONED ALL SLIP CRITICAL CONNECTIONS AS INDICATED IN THESE DRAWINGS WITH -SC DESIGNATION MUST BE PRE -TENSIONED SC TYPE CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE THE FRICTION AT CONTACT SURFACES CONNECTIONS DESIGNATED AS A325 -X OR A490 -X SHALL BE INSTALLED WITH BOLT HEAD ON SIDE OF THE THINNEST PLATE BEING CONNECTED SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHTENED", EVEN IF ABOVE CONDITIONS EXIST, UNLESS SPECIFICALLY NOTED OTHERWISE ON DETAILS. WASHERS ARE NOT REQUIRED FOR "SNUG -TIGHT" CONNECTIONS PRE -TENSIONED A325 OR A490 CONNECTIONS TIGHTENED USING THE TURN -OF -THE -NUT METHOD DO NOT REQUIRE WASHERS A490 BOLTS MUST ALWAYS BE PRE -TENSIONED CODES AND LOADS WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC, MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN INDICATED BELOW SEE CALCULATIONS FOR FURTHER DETAILS Building Code 2006 International Building Code C1 Building Use Standard Occupancy Structure, Collateral Gravity 8 00 psf (Not Including bldg wt) C2 Building Use Standard Occupancy Structure, Collateral Gravity 8 00 psf (Not Including bldg wt) C4 Building Use,Standard Occupancy Structure, Collateral Gravity 8 00 psf (Not Including bldg wt) Skew- Building Use Standard Occupancy Structure, Collateral Gravity 8 00 psf (Not including bldg wt) LIVE LOADS AND RAINFALL Live Load 20 00 psf (Reducible) Rainfall 4.00 Inches per hour C2 Mezzanine 1@ 161710 FD=10 00 psf, e-NvEYarz vc Issn 0570rl/r I,a ) �_ volkrvre wur, •c;0AV:;, r::�OfL.f F00 Skew Mezzanine 1@ 16/710 FD=10 00 psf, SNOW LOAD Ground Snow 0 00 psf, Flat Roof Snow 0 00 psf Snow Exposure Category (Factor) 1 Fully Exposed (0 90) Snow Importance 1 000 Thermal Category (Factor) Heated (1 00) WIND LOAD Wind Speed, 85 00 mph, Wind Exposure C Basic Wind Pressure- 14 89 psf Wind Importance Factor* 1000, Ft= Topographic Factor 10000 Wind Enclosure Enclosed, 0 180 Note All windows, doors, skylights and other covered openings must be designed for the specified above wind loads EARTHQUAKE DESIGN DATA ¢RGFEss� Lateral Force Resisting Systems using Equivalent Force Procedure Mapped Spectral Response - Ss 69.30 %g, S1 22 70 %g Seismic Hazard I Use Group Group 1 C112 Seismic Performance I Design Category D n Cate o in w sss (See Bolt Tightening Note Above) Seismic Snow Load 0.00 psf Go .tov /77 Seismic Importance 1 000 s civl� Soil Profile Type Stiff soil (D, 4) t OFC,ALIV " Design Spectral Response - Sds 0 5241, Sd1 0 2945 Ex� ,� June 3�o, ko Ordinary Steel Moment Frames�� Frame Redundancy Factor 1 3000 Framing R -Factor 3.5000, Frame Seismic Factor (%s). 0 1497, Design Base Shear = 0.1497 W Ordinary Steel Concentric Braced Framesu'Ji(jlLuu Brace Redundancy Factor 13000 Bracing R -Factor 3 2500, Brace Seismic Factor (%s) 0 1612, Design Base Shear = 0 1612 W~`�J AC172 COVER SHEET BUILDER Modern Building Company JOBNO CUSTOMER 08.20171 Smuckers FDATE L111101 Chico, California VP BUILDING 10/1712008 S PROJECT VARCO PRUDEN DRAWN / CHECK Smuckers Conveyer A BlueScope Steel Company RH BUILDERS PO# PAGE aPcv=RSION 71a 1 FILENAME Smuckers C VPC BUILDER/CONTRACTOR RESPONSIBILITIES VP Buildings follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice VP Buildings standard product specifications, design, fabrication, quality criteria shall govern all work unless stipulated otherwise in the contract documents in case of discrepancies between VP Buildings structural plans and plans for other trades, VP Building structural plans shall govern It is the responsibility of the Builder to obtain approvals and permits from all governing agencies and jurisdictions as required Approval of VP Building drawings constitutes the builders acceptance of VP interpretation of the contract purchase order Unless specific design criteria concerning interface design and details are furnished as part of the contract, VP Buildings design assumptions shall govern VP engineers are not Project Engineers or Engineer of Record for the overall project VP engineering supply sealed engineering design data and drawings for VP supplied material as part of the overall project for use by others to obtain permits, approvals, and coordinate with other trades The Builder or A/E firm are responsible for the overall project coordination, including coordination with appropriate inspection and testing agencies All interface and/or compatibility of any materials not furnished by VP are to be considered and coordinated by the builder or A/E firm CONSTRUCTION & ERECTION RESPONSIBILITY The Builder is responsible for construction in strict accordance with VP Buildings "FOR CONSTRUCTION" drawings and all applicable product installation guides VP is not responsible for work done from any other VP drawings that are not marked "FOR CONSTRUCTION", nor any drawings prepared by others As erected field assemblies of members shall be as specified in 2006 MBMA Metal Building Systems Manual Sec 6 (in Canada - CSA S16-01 Clause 29 7), which generally require L1500 tolerance of assembled members *For buildings with top riding bridge cranes see Crane Data drawing for column plumb tolerance The building erector shall be properly licensed and experienced in erecting metal building systems The Builder is responsible for having knowledge of, and shall comply with, all OSHA requirements and all other governing site safety criteria The builder is responsible for designing, supplying, locating and Installing temporary supports and bracing during erection of the building VP bracing is designed for code required loads after building completion and shall not be considered as adequate erection bracing See VP Builder Memo #BM -006 EXISTING STRUCTURES VP must be advised of any existing structure that is within 20 ft of VP's building Loadings of both buildings may be affected when adjacent buildings are within this distance VP cannot be responsible for the design or loading of existing buildings Tension brace rods work in pairs to balance forces caused by initial tensioning Care must betaken while tightening brace rods so as not to cause accidental or misalignment of components All rods must be installed loose and then tightened Rods should not exhibit excessive sag For long or heavy rods, or angles it may be necessary to support the rod at mid -bay by suspending it from a secondary member Bracing for seismic or wind loading of objects or equipment that are not a part of the VP structure must be designed by a qualified professional to deliver lateral loads to primary frames and rod bracing struts Equipment bracing and suspension connections must not impose torsion or minor axis loads, or cause local distortion in any VP components VP accepts no responsibility for design or installation of bracing systems not furnished by VP FIELD WELDING All field welding shall be done at the direction of a design professional, and done in accordance with governing requirements (AWS in USA, CWB in Canada) by welders qualified to perform the welding as directed by the applicable welding procedure specification (WPS) A WPS shall be prepared by the contractor for each welding variation specified Unless otherwise approved, use E70ksi yield, low hydrogen electrodes The contractor shall provide for any special welding inspection as required by code DELIVERIES It is the responsibility of the builder to have adequate equipment available at the job site to unload trucks in a safe and timely manner The Builder will be responsible for all retention charges from carriers as a result of job site unloading delays Per VP Builder Memo #BM -001, claims for damage or losses MUST be noted on the Bill -of -Lading or delivery receipt and filed against the carrier by the consignee as per VP's Terms of Sales (F 0 B Plant) under the Uniform Commercial Code It is critical that damages or loss be noted on the Bill -of -Lading or you have little recourse with the carrier Immediately upon delivery of material, material quantities are verified by the Builder against quantities billed on the shipping document Neither the Manufacturer nor the carrier is responsible for material shortages against quantities billed on the shipping document if such shortages are not noted on the shipping documents upon delivery of material and acknowledged by the carriers agent For materials concealed in bundles, boxes, or crates, shortages must be reported immediately upon unpacking Should products get wet, bundled and crated materials must be unpacked and unbundled immediately to provide drainage of trapped moisture SEALANTS Sealants shall be applied in strict accordance with VP details or weather tightness will be compromised Sealant must be applied in temperatures and weather conditions consistent with labeling Butyl Sealants - Service Temperature Range (Degrees) Min -60F (-51C), Max 220F (104C) Tape sealants - Service Temperature Range (Degrees) Min -60F (-51C), Max 212F (100C) INDEPENDENT MEZZANINES Independent mezzanines must be designed by a professional engineer The engineer must ensure that proper isolation from the VP building has been provided to avoid structural damage due to differential movements, or inadvertently apply loads to the VP structure VP accepts no responsibility for the design of the independent mezzanine FIRE CODE COMPLIANCE It is the responsibility of the project design professional and builder to comply with local fire code regulations Including consideration of, but not limited to, building use and occupancy, all building construction materials, separation requirements, egress requirements, fire protection systems, etc Builder shall advise VP of any special requirements to be furnished by VP SSR roof fire tested to ASTM E108 -93 -Class A rating VP steel roof systems are defined by IBC as Fire Class A roof assemblies (Sec 1505 2) VP SSR steel roof systems are available for FM Class 1 fire rating UL 263 approved fire rated assemblies listed as Design No P265, P268 and P516 FIELD MODIFICATIONS Modifications to this building from details and instructions contained on these drawings must be approved in writing by VP Building engineers, or other licensed structural engineer This includes, but is not limited to, removal of roof or wall cladding, removing or moving any flange braces or rod braces, cutting of openings for doors, windows or RTU's, correction of fabrication errors, etc The owner shall not impose loads to this structure beyond what is specified for this building in the contract documents VP Buildings, Inc accepts no responsibility for the consequences of any unauthorized additions, alterations, or added loads to this structure Per VP Builder Memo #BM -001, if the builder intends to invoice VP Buildings for modifications in excess of $1000, the builder must notify VP Buildings immediately, and obtain a Work Authorization from VP Buildings prior to proceeding All final claims must be submitted to VP Buildings with all supporting documentation within 30 days of the building completion Claims submitted without work authorizations, or after 30 days will not be accepted Correction of minor misfits, shimming and plumbing, moderate amount of reaming, drilling, chipping / cutting and minor welding are considered by Code of Standard Practice to be part of erection are not subject to claim reimbursement CONCRETE/MASONRY/CONVENTIONAL STUD WALLS The engineer responsible for the design of the wall system is responsible for coordinating with, or specifying to VP Buildings, any wall to steel compatibility issues such as drift and deflection compatibility, special base details, and wall to VP steel connections All fasteners, sealant and counter flashing of wall systems are to be provided by contractor The engineer responsible for the wall shall design the anchorage to VP supporting elements consistent with Code required forces including ASCE7-05 Sec, 12 11 PANELS Oil canning is an inherent characteristic of cold formed steel panels It is the result of several factors that include induced stresses in the raw material delivered to VP, fabrication methods, installation procedures, and post installation thermal forces Thru fastened panels will exhibit some dimpling when installed, especially when insulation is installed between panels and secondary supports Dimpling can be minimized by careful installation, taking care not to over drive fasteners Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then springing back into place All panels experience this action to some degree, especially with concealed clip panels such as SSR and SLR Roof rumble noise may be minimized by providing a layer of blanket insulation between the panels and any hard support surface such as steel secondary members, substrates such as plywood, steel decking, or rigid board insulation A minimum of 3 inch thick blanket is recommended over steel secondary members, or 2 inch over substrates Oil canning, dimpling, and roof rumble do not affept the structural integrity or weather tightness of the panels and is not grounds for rejection of panels The SSR/SLR joint detail is designed with an interlocking feature for ease of installation However, it is imperative that installed SSRISLR panels be secured to the secondary structural members and properly seamed prior to departure from the job site each day SKYLIGHTS VP's Tuflites and VP's domed skylight have been tested to support a 300 Ib load over a 1 sq ft area, as well as uniform gravity and uplift load test Local building departments may require added fall restraint due to conditions that may affect the skylight structural integrity It is the responsibility of the builder to determine and provide any added fall restraint under the skylight as may be required by your building department RAIN WATER RUNOFF Drainage systems must be designed by the project professional to comply with code requirements VP is not responsible for drainage designs, overflow scuppers, down piping, etc The project professional and contractor are responsible to ensure that primary drains and overflow devices such as scuppers and auxiliary drains are provided as required for the required rain intensity at the building perimeter and at valley conditions to prevent ponding STEEL SHOP COAT The purpose of VP's shop coat is to provide protection for the steel members during transportation, during temporary job site storage and during erection Standard shop formulation is not designed to perform as a finish coat when exposed to environmental conditions Members shall be kept free of the ground and properly drained during job site storage It is the Builder's responsibility to ensure that if a finish coat is being applied over VP shop coat that the painting contractor verifies compatibility between his finish coat and VP's shop coat See VP Builder Memo #BM -001 & #BM -002 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS VP BUILDINGS CERTIFICATIONS PLANT SPECIFIC CERTIFICATIONS Alabama California Missouri No Carolina Wisconsin IAS FA -377 FA -240 FA -388 FA -376 FA -378 CSA -A660 VPBULO `JPBMOO VPBWI9 CWB Div 1 Div 1 Div 1 Los Angeles, CA Div 1 Div 1 Houston, TX Approved Approved Riverside, CA Type 1 Fab #SP02-0028 Clark Co, NV Fab ID# 241 San Bernardino Co, CA Fab ID# 121 ICC Evaluation Reports SSR Roof System - #ER -5621 Panel Rib Roof and Wall - #ER -4879 Vee Rib Wall - #ER -4879 State of Florida Product Approvals # 8245 - VP PR and VR Walls # 8043 - VP SSR and PR Roofs # 8713 1 - VP SSR Tuf-Lite # 8713 2 - VP PR Roof Tuf-Lite # 2690 12 - VP SLR (Listed as Span -Lok HP) # 3741-R1 - VP TextureClad (Listed as Transamerican Strukturoc, Inc) Dade Co Product Approval SSR Roof, Panel Rib Roof, Panel Rib Wall, and Vee Rib Wall Underwriter's Laboratory Approvals SSR Roof-UL#TGKX-113, SSR Composite Roof Class 90-UL#TGKX-1 1 3A, SSR Roof w/Super Block Class 90-UL#TGKX-328, Panel Rib Roof UL Class 60-UL#TGKX-60, Panel Rib Roof UL Class 90-UL#TGKX-64, VP SLR/AEP SL Roof Class 90-UL#TGKX-90 Factory Mutual Approved Assemblies SSR Roof Systems are approved in various type applications and listed in FM Approval Guide 24 Ga SSR (0 0227' Nominal), is available in Class 1-60,1-75,1-90 22Ga SSR (0 0277" Nominal), is available in Class 1-75,1-90-,1-120 SLR Roof Systems are approved in various type applications and listed in FM Approval Guide 24 Ga SLR (0 0227" Nominal), is available in Class 1-75 and 1-120 Patents WideBay Trussed Purlins pat 6,993,881 pat 6,912,787 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING FOR CONSTRUCTION VP Buildings Erection Notes 3200 Players Club Circle Memphis TN 38125 REV DATE BY DESCRIPTION BUILDER Modern Building Company CUSTOMER Smuckers LOCATION Chico, California PROJECT Smuckers Conveyer NTS BUILDERS PO# 10/16/2008 16 34 19 FILENAME Smuckers C VPC 4�GFESS O N r: SS599 CJ1fi1. t r SOF cAL1I Explr?s June 30, 20601 2 Y P BUILDINGS RCO PRUDEN A BlueScope Steel Company VPC VERSION 71a JOBNO 09-20/7/ DATE 9155/2008 DRAWN/CHECK PAGE 2 owl I w l L w w V +� •�� 1 2 3 4 5 6 7 8 9 10 11 12 CX008 13 14 15 �Oc � 5r— CX002 CX004 CX006 CX006 CX010 CX011 CX01.3 CX011 CX015CX017 CX019 cq— — CXO2P i cN N OJM In n13—RB2O10�un O O O { o O O O O OG>—00 M 4 I3/16" 1 1/16" Dimension. Key 1 USE 112 X 1 112 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER PRIMARY AND ROOF BRACING PLAN Shape Name = C1, Shape = C2, Shape = C4, Shape = Skew ESSlO CC -S59 J-1 rrt -0 �S> Cj`/iG �OFCALIF� Expir?s June 39, 2P PERMIT SET- For Building Dept. Approval 10117/2008 11 06 01 r"C'"""r- Smuckers C VPC C x022�—N — k.7r M rQ m w rnx H 00 a C0BRBX010_CX025�a ()xpRBX010—CX025]a Ca, CX001 CX003 CX005 CX005 CX007 CX009 CX005 CX012 CX012 CX014 CX016 CXO18 a M _! _ CX020 � r_ 17 11 15/16 r�201-011� 33 20 l� r_ rr� r_ u� 0 20 0 rr_ u� r_ r� 2� 0 22 0' 25 r_ n� 0 25 r_ u� r_ n� 0 25 0 251_4 r_ n� r_ a I3 25 0 24 11 15/16 /26e 173'-0" 250'-0" 115'-0" 1 1/16" Dimension. Key 1 USE 112 X 1 112 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER PRIMARY AND ROOF BRACING PLAN Shape Name = C1, Shape = C2, Shape = C4, Shape = Skew ESSlO CC -S59 J-1 rrt -0 �S> Cj`/iG �OFCALIF� Expir?s June 39, 2P PERMIT SET- For Building Dept. Approval 10117/2008 11 06 01 r"C'"""r- Smuckers C VPC 0 Frame Member Schedule Part Mem Width Thick WebThk Depthl Depth2 Approx Lgth CX022 1 6" 5000 2500 10" 10" 16'-4 3/8" REX010 2 6" 5000 1875 1'-4" 1'-4" 22'-0" 3 6" 5000 1875 1'-4" 1'-4" CX026 4 6" 5000 2500 10" 10" 16'-4 3/8" 1 8" E]Dimension Key 1. USE 112 X 1 112 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO i FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE 2 SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER )Bolt Connection & Plate Schedule Id Qty ASTM Bolt Bolt Plate Rows Rows Tension Washer Dia Length Thick Out In Bolt A 8 A325 1" 3 1/2" 1" 2 2 00 r -I 3'-8" 5'--0" PORTAL FRAME ELEVATION ALONG A Shape Name = C2 Wall 2, Frame 2 Frame Clearances Horiz Clearance between members I(CX022) and 4(CX026) 22'-0" Vert Clearance at member 1(CX022) 14'-11 7/8" Vert Clearance at member 4(CX026) 14'-11 7/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 9'?&V- ES S/CN r; C56598 m s,, CIV �OF CAUL Expirss June 30, 20W' w. PERMIT SET- For Building Dept. Approval;; FII FNAMF I Ulf IILUUtf 7 -I UO Us 011luGRfalb V v ry O Frame Member Schedulet�F3olt 1 8 Connection & Plate Schedule Frame Clearances PERMIT SET- For Building Part Mem Width Thick WebThk Depthl Depth2 Approx Lgth Td Qty ASTM Bolt Bolt Plate Rows Rows Tension Washer Hor1Z Clearance between members 1 (CX000) and 4 (CXOOO) 22'-O" CX000 1 6" 5000 2500 10" 10" 16'-4 3/8" Dia Length Thick Out In Bolt Vert Clearance at member I =000) 14'-11 7/8" RBXOOO 2 6" .5000 1875 1'-4" 1'-4" 22'-0" A 8 A325 1" 3 1/2" 1" 2 2. Vert Clearance at member 4(CX000) 14111 7/8" 3 6" 5000 1875 1'-4" 1'-4" CUSTOMER Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) CXO00 4 6" 5000 2500 10" 10" 16'-4 3/8" LOCATION Chico, California 1011712008 VP BUILDINGS off HIIIIIII - =H= 5' -0'T PORTAL FRAME ELEVATION ALONG A C�aGFESS/0N 'TIN Q 2'o CS6599 � Uj to .� OF CAO� Ex?sJune3'p p `rte`] FILENAME I Ul 1 f 1AUU0 I I UO Uv VIIIu% 1MUN l v v r v 1 8 PERMIT SET- For Building Dept. Approval D Dimension Key Shape Name = C2 Wali 2, Frame 7 , THIS DRAWING, INCLUDING THE INFORMATION HEREON, VP Buildings t' f ,"' "v- ^'� 1 USE 112 X 1 112 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO THE VP ENGINEER'S SEAL APPLIES PRODUCT OF REMAINS THE PROPERTY OF VP BUILDINGS h`�•.; PORTAL FRAME ELEVATION ALONG A « `� `$- FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS ONLY TO TIME WORK VP AND DESIGN AND PERFORMANCE IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38125' B UNLESS NOTED OTHERWISE REQUIREMENTS SPECIFIED BY VP SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR POSE PRIOR WRITTEN ANY OTHEROF BUILDER JOBNO 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE VP ENGINEER'S SEAL DOES DINGSWITHOUT APPROVAL OF VP BUILDINGS V REV DATE BY DESCRIPTION Modern Building Company 08-20171 NOT APPLY TO THE PERFORMANCE CUSTOMER SIDE OF THE WEB AS THE HILLSIDE WASHER OR DESIGN OF ANY OTHER PRODUCT THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY Smackers DATE OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP WI IN ERECTING THIS BUILDING IN CONFORMANCE TH THIS LOCATION Chico, California 1011712008 VP BUILDINGS DRAWN/CHECK FORMANCE REQUIREMENTS SPECIFIED BY VP DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, PROJECT Smuckers Conveyer y VARCO PRUDEN RH AND INDUSTRY STANDARDS PERTAINING TO PROPER Steel Company PAGE APC ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PO# 7 1 a i BRACING NTS VVERSION VERSION s FILENAME I Ul 1 f 1AUU0 I I UO Uv VIIIu% 1MUN l v v r v 0 Frame Member Schedule Part Mem. Width Thick CX003 1 6" 5000 RBX002 2 6" 2500 10" 3 6" 2500 CX004 4 6" 5000 5 6" 5000 SBXo®I 7 8" 2500 -'7 E007 f G I �7s 9 1'-5 3/4" 8 3 1/2" 7 11 5/16" 6 2 @ 2'-9" 5 1'-3" 4 4 1/16" 3 2'--2 1/16" 2 4v-01' 1 2'-10 1/4" ❑ Dimension Key WebThk Depthl Depth2 1875 10" 10" 1345 11" 11" 1345 11" 11" 2500 10" 10" 1875 10" 10" 1345 9" 9" 1 USE 112 X 1 112 A326 SNUG TIGHTENED BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE 2 SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER Approx Lath 25'_0 3/4° 6'-8 5/8" 24'-4 1/2" r I Lo ro U, 1p r -I '5Irj}i Os "-)Bolt Connection & Plate Schedule Id Qty ASTM Bolt Bolt Plate Rows Rows Tension Dia Length Thick Out In Bolt A 8 F1852 3/4" 2 1/4" 1/2" 2 2 Yes _g 7/8" l 000 1 0 1O o c � N O LD `` o i N N no O 44 P4 FT `woo I 8'-3 1/2" FRAME CROSS SECTION AT FRAME LINE(S) 3 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP H I Washer Frame Clearances Horiz Clearance between members 1(CX003) and 4(CX004) 61--7 1/2" Yes Horiz Clearance between members l(CX003) and 5(CX004) 61--7 1/2" Vert Clearance at member I(CXOD3) 23'-9 3/4" Vert Clearance at member 4(CX004) 23'-3 1/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) Name = C2 Wall 4, Frame 2 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS IT 18 PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING VP Buildings 3200 Players Club Circle Memphis TN 38125 REV I DATE I BY I DESCRIPTION 10117/2008 NTS 11 0508 0 Ln 0 N U-) 0 a U h n Ys�PESs/O {LC Nc�-� I NE 'Lql Cq 1 v �: C65599 ? td��s� m CAUry Explr=s June p0,sur�e t r� PERMIT SET- For Building Dept. Approval FRAME CROSS SECTION AT FRAME LINE(S) 3 BUILDER Modern Building Compa CUSTOMER Smuckers LOCATION Chico, California PROJECT Smuckers Conveyer BUILDERS PO# FILENAME SmuckerS C VPC VIVP2ILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION 7 1 a JOBNO 08-20171 DATE 10/17/2008 DRAWN/CHECK R PAGE cH 8 A A R13X0Q2 a 0 0 x U S Bx,00 M 0 0 x U `woo I 8'-3 1/2" FRAME CROSS SECTION AT FRAME LINE(S) 3 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP H I Washer Frame Clearances Horiz Clearance between members 1(CX003) and 4(CX004) 61--7 1/2" Yes Horiz Clearance between members l(CX003) and 5(CX004) 61--7 1/2" Vert Clearance at member I(CXOD3) 23'-9 3/4" Vert Clearance at member 4(CX004) 23'-3 1/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) Name = C2 Wall 4, Frame 2 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS IT 18 PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING VP Buildings 3200 Players Club Circle Memphis TN 38125 REV I DATE I BY I DESCRIPTION 10117/2008 NTS 11 0508 0 Ln 0 N U-) 0 a U h n Ys�PESs/O {LC Nc�-� I NE 'Lql Cq 1 v �: C65599 ? td��s� m CAUry Explr=s June p0,sur�e t r� PERMIT SET- For Building Dept. Approval FRAME CROSS SECTION AT FRAME LINE(S) 3 BUILDER Modern Building Compa CUSTOMER Smuckers LOCATION Chico, California PROJECT Smuckers Conveyer BUILDERS PO# FILENAME SmuckerS C VPC VIVP2ILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION 7 1 a JOBNO 08-20171 DATE 10/17/2008 DRAWN/CHECK R PAGE cH 8 i s N W .a Ln rn J CC)tD tic� n n rd O X o x o h N 'N N .A Y N Y W !- t G ri Gl o L rl H mor"�m � I I I H l rm~ , I t4N O M 1 0 FJ o N\ W LrT Ln J M Ln W N Y m m m CO - N 0 o � N D N\ —1 Z Q X 0p F' 0')i rn- m M -n\ = �aornrnLrrnmrn�K 3: Z O i rn aCn A o ITI O N @ _ cn P. cAmm r_ = -4 X m Z -- N (Si Ln N N '. Ln Ln H7 m =-0ai>0 �(noocn(nooF, 0 0 0 0 0 0 0 0 �rn z -i o000000k O Q m O = _ mm "�Z - JNvoIN�o°Dy rG" m o m Yr1 0 0 o 0 0 a Ln � CD O _ 0 0 Z_ o a Y Y O O m m-4 r CO 0 -4 _ _ _ _ _ :'rt m 00 rr Y r n m X n � �c ® Z� (� Z = o o Y Y O C7 m Z _ro _ O N m CO) m .A Ln 'T-7 f - b 1 m 1 Fi A o 0 Ln �G Y \ W \ CD N _ A� _ rt r-2 m L-1cl�L-A �h70m> H K 0 yCpd m 07, ,IV 11 1-3 KCT]CrJt�t]OGzI z Zi(AH 1=3�H0pH(n4DLsJ IZ z z 0 d�d��xam rvHcnz0 rnH K H H F-3 roV1 0 m x w ftl M rr ro� w?a� l�y0t7iCl In tO 0 tt l- <ra � -3 ro �i ay e r3 mC oCA , i ron0ronhHcay y rn N a+ W a to r \ Y 0 m rt _ cn (D NL�wa m 0 Y'J' rt0 \ W 25'-7 5/16" 16'-7" i 2 3 16'-4 5/8" N Y (ter n ro x N O 0 0 rcj rt m C] HPGI N H O n CX005 I u y Z 03 O X (2)F82060 tXj H a m O tj ® N N to F -j O 11ct �7 w N H X H m Z m WMnoz>7-4 nnma� m-1 '17 H �``»' m�zr mx 'DZxm— mx mOr�mwm z�zv�mom Odr�X z� ;U a 000 aZL7ZZ GSZm0 al ® !ly a z�nmmr� o.9m—m mz tTJ tv Ci r- -4 TCmZD D0 rcam2!=-"0 Cmr.-4m m- r4 w �n��m�Z mOgmr- yr Z CX006 (2)Fs2060 zzn,xcn-i CCOMFMM r- me m�c0 zo�-m -<z m0=1 M,ZO C M'M 0 °0 omz°O-zmy mC��� �m M JCFOS20S0 mmomoco �0 M mz 'A Mk52zoa ;ucaZ, cam, -tm -1 p Q .V M m C7 Z O m �0 v1�C� :so Zn O 0 00 czr-0 -�mmw� ,n-o�n�HO Ia0m z mo I*zi zmO� m Z Dm vM 0xmw m�z m Om -4;m 700x0 Z 16T-7" 1 2 9 n toZ< 24'-11" CAx v � w G N O O O � i O m V n N C O Q' 0 � m � � Z CL 3 � cn ai M --I CA Z 2R w i C7 i a O N O z cn (i1 O F os ro r n m m C O C07 U) 3 m a m ; rl 1m( K n H H a rt 0 x rn N N N N m 3 $ m .� s= c ci c a�'►In'0n0nFn-' 0 O 0 m n m m Y Y Y Y m CD nX. jN �nrwwwan I �' c° Q `� 000ppww0 C? 0 O � � n 0 0 0 0 0 0 0 < O ., C. m m 0 0 m n m 3 (n 0 m m m m C) m m to D m rwtIItvvvv m 3 m � rt m E E E rt O fl Ln N N N N c�D Z oo n n o �oo00w0 � o�v N N Y Y • n n n n G N N C X 9C ?4 O O O o N - o O o 0 m ! ( Ln Ln Ln Ln 8 m m W to`. —— a 12 r ® z \ \ ct 10 13 .-•, v0 z� ...� 0 n `� �cf'�Or rt o000 CO)CA m � � o G r� Ul ca F= ., O En rnrnrnrn cAm� imozo-�33fV(�N _ m V i n a � N O O CC 0 Frame Member Schedule Part Mem Width Thick CX005 1 6" 5000 10" 2 6" 5000 REX002 3 6" 2500 10" 4 6" 2500 CX006 5 6" 5000 6(CX006) 6 6" 5000 SBX01 7 8" 2500 471�, f 6,. rg7.; 9 1'-5 3/4" 8 3 1/2" 7 11 5/16" 6 2 @ 2'-9" 5 1'-3" 4 4 1/16" 3 2'-2 1/16" 2 41-011 i 2'-10 1/4" L__J Dimension Key WebThk Depthl Depth2 1875 10" 10" 2500 10" 10" 1345 11" 11" 1345 11" 11" 2500 10" 10" 1875 10" 10" 1345 9" 9 If It I;+, 1 USE 112 X 1 112 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE 2 SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP r I lD ''3 7/8,, 1 000 12 0 to 0 � N 4 � m � N C1 TL -1sx —j 8'-3 1/2" FRAME CROSS SECTION AT FRAME LINE(S) 5 Shape Name = C2 Wail 4, Frame 4 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS N H w N THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING VP Buildings 3200 Players Club Circle Memphis TN 38126 REV DATE I BY NTS DESCRIPTION IN lit G��j�/_ 11 1r' , d'r Cf,w_ r OF Crl�iry ' Expires June 30, e0 PERMIT SET- For Building Dept. Approval <i". FRAME CROSS SECTION AT FRAME LINE(S) 5 BUILDER Modern Building Company JOBNO 08-20171 CUSTOMER Smuckers DATE LOCATION Chico, California VP BUILDINGS 10117/2008 VARCO PRUDEN DRAWN/CHECK PROJECT Smuckers Conveyer RH BUILDERS PO# A BlueScope Steel company PAGE VPC VERSION 71a 10 FILENAME w vmA IUtI11ZIJUG "1"1 U0 V[ aoIIlua.nCla v vry (`)Bolt Connection & Plate Schedule Frame Clearances Approx Lgth Id Qty ASTM Bolt Bolt Plate Rows Rows Tension Washer Horiz Clearance between members 1 (CX005) and 5 (CX006) 61-7 1/2" 25'-0 3/4" Dia Length Thick Out In Bolt Horiz Clearance between members l(CX005) and 6(CX006) 6'-7 1/2" A 8 F1852 3/4" 2 1/4" 1/2" 2 2 Yes Yes Horiz Clearance between members 2(CX005) and 5(CX006) 6'-7 1/2" 6'-B 5/811 Horiz Clearance between members 2(CX005) and 6(CX006) 6'-7 1/2" Vert Clearance at member 2(CX005) 23'-9 3/4" 24'-4 1/2" Vert Clearance at member 5(CX006) 23'--3 1/811 Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP r I lD ''3 7/8,, 1 000 12 0 to 0 � N 4 � m � N C1 TL -1sx —j 8'-3 1/2" FRAME CROSS SECTION AT FRAME LINE(S) 5 Shape Name = C2 Wail 4, Frame 4 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS N H w N THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING VP Buildings 3200 Players Club Circle Memphis TN 38126 REV DATE I BY NTS DESCRIPTION IN lit G��j�/_ 11 1r' , d'r Cf,w_ r OF Crl�iry ' Expires June 30, e0 PERMIT SET- For Building Dept. Approval <i". FRAME CROSS SECTION AT FRAME LINE(S) 5 BUILDER Modern Building Company JOBNO 08-20171 CUSTOMER Smuckers DATE LOCATION Chico, California VP BUILDINGS 10117/2008 VARCO PRUDEN DRAWN/CHECK PROJECT Smuckers Conveyer RH BUILDERS PO# A BlueScope Steel company PAGE VPC VERSION 71a 10 FILENAME w vmA IUtI11ZIJUG "1"1 U0 V[ aoIIlua.nCla v vry Qf N N c x N 0 0 Cel CSS M --I M w � In0 d td .4t x K11 0 CAC: 1a (d O � o 0 ort h CA N .a N `A H N H w H M O -a mor- m p 1 t t H i raH1� 1 w m 0 CA .,i 0 H O N\ W cn \ CTn M i1 X (a � � �' O �-` � N \ N o� --J M L" �+ W N h' 3 M -i ul z x 0 H \ 1 0) r\ = Z 0 ,,, \ H w 3 m-n...we1 %� 01 = O 0 0 ® 6y Co 00 m (n rn M M S ri m C) O tEn CAmma -4 Z !C to G _ m Z N Ln U t N N CP CI1 7 (D 0 0 0 0 0 0 0 0 rm v o Co o a o 0 0 M �y mCo) X � s+ M -gym s'� wwNwwcLnMt' M z .tL ,a -1 N aA o., O ,a H av Om v�nUlLnLnC>LM� v P' cn z 0w S O r 0 M -i _ O O F' H 0 0 0 'o M 0 CA rt O Z 0 H 0 M X > 0e v Z l0 H H F' H H F-� C:l 0 CA Z _ooI--&Hoo0 -ro -1 0 = N M CA a M Ln Fd I - b 1 00 1 H o0 Ln N \ w N eA ifa Ci r7 z0�'o�mrooz MC3�tz-' oy ro ��2ju � o'zzz<rlL�JLM-]0-0 zzrnH zJC7 F_3p0OHinyt]M z LF'i{M�n1H�Pld p�A Gd SIJ t:llomu Ml on b4HCAz0 M1-4 HHHK1 0 MGlMxt� `�'bwts1 M cv b n rox7= ��tjzo �C 0 ti M� F.4� y 0 1 (Z C J rn 'u m� Cz] Of) 00 :40 H (n Cn Cn r \ \ Y J0.,, w +A �A W It r CDN n m N N N 0 (D r m \ \ tQ N 'L. 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W �"' m �G �S T� (D - rn to M Ln ZT �C ^ x �,,� r�j� c'" nncDn Ch i i z— v7 nr (� �� � N p Q IOC 01< c, Ci3 r Y a a co m i m V6 M® z0 *R '0 - `ti ` VA j� l� � C4 m �► ��vJ , - - - - A C? � O co 10/17/2008 11 06 17 FILENAME Smuckers C VPC 0 Frame Member Schedule Part Mem Width Thick WebThk Depthl Depth2 Approx Lgth CX012 1 8" 5000 1875 10" 10" 25'-0 3/4" 2 8" 5000 2500 10" 10" RBX005 3 6" .2500 1345 11" 11" 6'-8 5/8" 4 6" 2500 1345 11" 11" CX011 5 8" 5000 3125 10" 10" 24'-4 1/2" 6 8" 5000 1875 10" 10" SLXWI 7 8" 2 500 1345 9 " " 9 117r, 9 1'-5 3/4" 8 3 1/2" 7 11 5/16„ 6 2 @ 2'-9" 5 11-311 4 4 1/16" 3 2'-2 1/16" 2 4'-0" 1 2'-10 1/4" 0 Dimension Key 1 USE 112 X 11/2 A325 SNUG TIGHTENED BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE 2 SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER <JBolt Connection & Plate Schedule Id Qty ASTM Bolt Bolt Plate Rows Rows Tension Dia Length Thick Out In Bolt A 8 F1852 3/4" 2 1/2" 5/8" 2 2 Yes THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP H r W Ln V Washer Yes C A 4 5 8'-3 7/8„ 1 000 12 b 7 0 m o o in N O � N W N to O h RBX005 l SBxooL, 0 0 -X U r ---B'-3 1/211 FRAME CROSS SECTION AT FRAME LINE(S) 10 Name = C2 Wali 4, Frame 9 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS THE GENERAL CONTRACTOR AND/OR ERLCTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT LSE OF TEMPORARY BRACING Frame Clearances Horiz Clearance between members l(CX012) and 5(CX011) 6'-7 1/2" Horiz Clearance between members l(CX012) and 6(CX011) 6'-7 1/2" Horiz Clearance between members 2(CX012) and 5(CX011) 6'-7 1/2" Horiz Clearance between members 2(CX012) and 6(CX011) 6'-7 1/2" Vert Clearance at member 2(CX012) 23'-9 3/4" Vert Clearance at member 5(CX011) 23'-3 1/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) �RG� ESSlO� C 1 iV E TA , r. C �z !moi CAYfj Explras June 3.0 20 PERMIT SET- For Building Dept. Approval ,. 4 a VP Buildings �� ~' 38125 FRAME CROSS SECTION AT FRAME LINE(S) '10 : ` 3200 Players Club Circle Memphis TN REV DATE BY DESCRIPTION BUILDER Modern Building Company JOBNO 08-20171 CUSTOMER SmUCkerS DATE LOCATION Chico California VP BUILDINGS 1011712008 DRAWNICHECK PROJECT VAR PRUDEN Smuckers Conveyer RH BUILDERS PO# A BlueScope Steel Company PAGE NTS VPC VERSION 7 1 a 15 ■ A nr+ •n FILENAME L+.......1...... t+ \fes!" 1V!1!lLUVO I I v%+ .0 0 Frame Member Schedule 8 3 1/2" 7 11 5/16" 6 2 (DBolt Connection & plate Schedule Frame Clearances 1/16" 3 2'-2 1/16" 2 4'-0" Part Mem Width Thick WebThk Depthl Depth2 Approx Lath Id Qty ASTM Holt Bolt Plate Rows Rows Tension Washer CX014 1 8" 5000 1875 10" 10" 25'-0 3/4" Dia Length Thick Out In Bolt Horiz Clearance between members 1 (CX014) and 5(CX015) 6'-7 1/2" 2 8 11 5000 2500 1� 10 10 " A 8 F1852 3/4" 2 1/2" 5/8" 2 2 Yes Yes Horiz Clearance between members 1(CX014) and 6(CX015) 6'-7 1/2" RBX005 3 6" 2500 1345 11" 11" 6'-8 5/8" Horiz Clearance between members 2(CX014) and 5(CX015) 6'-7 1/2" 4 6" 2500 1345 11" 11" Horiz Clearance between members 2(CX014) and 6(CX015) 6'-7 1/2" CX015 5 $" 5000 3125 10" 10" 24'-4 1/2" Vert Clearance at member 2(CX014) 23'-9 3/4" 6 8" 5500 1875 10" 10" Vert Clearance at member 5(CX015) 23'-3 1/8" SSX0v"f 7 6" 2505 1345 9" 9" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) 46x'P07' f 6" I g7 15 9 1'-5 3/4" 8 3 1/2" 7 11 5/16" 6 2 @ 2'-9" C 11-311 4 4 1/16" 3 2'-2 1/16" 2 4'-0" 1 2'-10 1/4" F]Dimens ion Key 1. USE 112 X 1112 A326 SNUG TIGHTENED BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE 2, SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP M U, �r 1 kD H A 1 000 12.x_ , 0 � o o ,n 0 0 w w o Cq v on 0 [u 4+ RRXO05 .56x4s, SBx o.Z 0 x U �: I SCW04N r I -8'-3 1/2" FRAME CROSS SECTION AT FRAME LINES) 11 Shape Name = C2 Wall 4, Frame 10 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING VP Buildings 3200 Players Club Circle Memphis TN 38125 REV I DATE I BY I DESCRIPTION NTS ,GV ESs/O c�Z 1 PJE �9ol �QA ; I x e% b 1-17 -0 T4 OF CP.LIFU� Explrros June 30, 2015A 15 A� PERMIT SET- For Building Dept, Approval (4 v° , I. o®' FRAME CROSS SECTION AT FRAME LINE(S)11 s BUILDER Modern Building Company JOBNO CUSTOMER 08-20171 Smuckers DATE LOCATION Chico, California eMVP10/17/2008 O DRAWNICHECK PROJECT PRUDEN Smuckers Conveyer RH BUILDERS PO# A BlueScope Steel Company PAGE VPC VERSION 7 1 a 16 10/17/2008 11 0520 FILENAME Smuckers C VPC O Frame Member Schedule OBolt Connection & Plate Schedule Frame Clearances Part Mem Width Thick WebThk Depthl Depth2 Approx Lgth Id Qty ASTM Bolt Bolt Plate Rows Rows Tension washer Horiz Clearance between members 1(CX016) and 5(CX017) 6'-7 1/2" CX016 1 B" 5000 1875 10" 10" 25'-0 3/4" Dia Length Thick Out In Bolt Horiz Clearance between members 1(CX016) and 6(CX017) 6'-7 1/2" 2 8" 5000 2500 10" 10" A 8 F1852 3/4" 2 1/2" 5/8" 2 2 Yes Yes Horiz Clearance between members 2(CX016) and 5(CX017) 6'-7 1/2" RBX005 3 6" 2500 1345 11" 11" 6'-8 5/8" Horiz Clearance between members 2(CX016) and 6(CX017) 6'-7 1/2" 4 6" 2500 1345 11" 11" Vert Clearance at member 2(CX016)• 23'-9 3/4" CX017 5 8" 5000 3125 10" 10" 24'-4 1/2" Vert Clearance at member 5(CX017) 23'-3 1/8" 6 B" 5000 1875 10" 10" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) SBX001 7 8" 2500 1345 9" 9" UC A 4 5 8'-3 7/8" 1 000 12 b 0 to 0 o Ln ri N 0 i7 [fAi o N 0, N U-) N A C U `r' A a � A RBx005 ' r' 0 x U N N N .y t� SBx coZ C ri r � I I Ln �r N N ri O x U co I LO I lD `r lD � I � l0 ra»sem r* ff ¢GP ESS/O c4 NCO tN III i �ti�� `��% _ ✓� �� yr r` 2 __v5JJ u M 8 3 r " / 411 1 / 2-81-3 1/211 Frc�uYO�'v� 7 11 5/16" , FRAME CROSS SECTION AT FRAME LINES) 12 6 2 @ 21-911 Expires June S0, 20 5 1'-3" 4 4 1/16" 3 2'-2 1/1611 / i 2 41-011 <: 1 2'-10 1/4" PERMIT SET- For BuildingDept. Approval 0 Dimension Key Shape Name = C2 Wall 4, Frame 11 p THIS DRAWING, INCLUDING THE INFORMATION HEREON, ._ 1 USE 1/2 X 1 112 A326 SNUG TIGHTENED BOLTS FOR PURLIN TO THE VP ENGINEER'S SEAL APPLIES REMAINS THE PROPERTY OF VP BUILDINGS VP Buildings ONLY TO THE WORK PRODUCT of FRAME CROSS SECTION AT FRAME LINE(S) 12 FRAME GIRT TO FRAME AND GIRT TO CLIP CONNECTIONS DIS PROVIDED SOLELY aa' � r VF AND DESIGN AND PERFORMANCE DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38125 UNLESS NOTED OTHERWISE REQUIREMENTS SPECIFIED BY VP SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR 2 SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE VP ENGINEER'S SERI, DOES NOT APPLY TO THE PERFORMANCE ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN JOBNO APPROVAL OF VP BUILDINGS REV BATE BY DESCRIPTION BUILDER Modern Building Company 08-20171 SIDE OF THE WEB AS THE HILLSIDE WASHER OR DESIGN OF ANY OTHER PRODUCT CUSTOMER OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR AND10R ERECTOR Is SOLELY Smuckers DATE RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP LOCATION10/1712008 EXCEPT TO ANY DESIGN OR PER- IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS Chico, California VVP BUILDINGS FORMANCE REQUIREMENTS DRAWING, DETAILS REFERENCED IN THIS DRAWING, VARGO PRUDEN SPECIFIED BY VP ALL APPLICABLE VP ERECTION GUIDES, PROJECT DRN/C EG H AND INDUSTRY STANDARDS PERTAINING TO PROPER Smuckers Conveyer A B1ueScope Steel Company PAGE BRACING ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY NTS BUILDERS PO# VPC VERSION 7 1 a 17 10/17/2008 11 0521 """ ""' 5muCKerS c Vrc U Frame Member Schedule Part Mem Width Thick WebThk Depthl Depth2 Approx Lgth CX018 1 8" 5000 1875 10" 10" 25'-0 3/4" Clearance 2 8" 5000 2500 10" 10" Clearance RBX006 3 6" 2500 1345 11" 11" 6'-8 5/8" 3/4" 4 6" .2500 1345 11" 11" CX019 5 8" .5000 3125 10" 10" 24'-4 1/2" 6 8" 5000 1875 10" 10" S B X 7 8" 2500 1345 9" 9" /, d�4 9 V . If 1.5 +;45 g � � . 9 l'-5 3/4" 8 3 1/2" 7 11 5/16" 6 2 @ 21-911 5 1 —3" 4 4 1/16" 3 2'-2 1/16" 2 4'-0" 1 2'-10 1/4" Dimension Key 1 USE 1/2 X 1 1/2 A326 SNUG TIGHTENED BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE 2 SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME SIDE OF THE WEB AS THE HILLSIDE WASHER c"DBolt Connection & Plate Schedule Id Qty ASTM Bolt Bolt Plate Rows Rows Tension Washer Dia Length Thick Out In Bolt A 8 F1852 3/4" 2 1/4" 1/2" 2 2 Yes Yes ko H in A -3 7/8" 1 000 12 I 0 0 N O Q7 10 W O RHX006 0 k U <Fx-� IIIOIII�� SBXtlo ?- 8'-3 1/2" FRAME CROSS SECTION AT FRAME LINE(S) 13 Shape Name = C2 Wall 4, Frame 12 Frame Clearances Horiz Clearance between members 1(CX018) and 5(CX019) 6'-7 1/2" Horiz Clearance between members l(CX018) and 6(CX019) 6'-7 1/2" Horiz Clearance between members 2(CX018) and 5(CX019) 6'-7 1/2" Horiz Clearance between members 2(CX018) and 6(CX019) 6'-7 1/2" Vert Clearance at member 2(CX018) 23'-9 3/4" Vert Clearance at member 5(CX019) 23'-3 1/8" Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) FESS/0 177 M T�OF CN�1ry Explrgs June W, 20 C� PERMIT SET- For Building Dept. Approval 191J a MA T1enno 4 4 ne 91 FILENAME _qm, ii -kart C VPC I Ull flAUU0 1 1 UQ LAt vnlUvnv1.j v WE 10/17/2008 11 0527 FILEfVAME Smuckers C VPC Mezzanine 1 @ 16/7/0 Cx002 CX004 Floor Type Non -Composite )Frame Member Schedule Part Mem Width Thick Webthk Depth Approx Lgth Loading Type Other SBXa-arl 1 8" 250 1395 9" Mezzanine Category Entire Floor 7,;- 1; 4 Ili' Bracing Category Unbraced Top of Floor 16'-7" Total Thickness of Deck + Topping 2 5/8" SBX Top of Joist 16'-4 3/8" Cx000 RBx00o1 Min Clearance from Floor to Rafter 7'-0" CX011 Min Clearance from Floor to Joist 15'-0" Floor Dead Load 10 00 psf e;00 VF �02 QEa6a7 1.AAr,- h rLi- P�t (� 1i76r✓ I f0" V6 OK wVC L6Ar? alb oetEA �z7,7,^i> Partition Load r Floor Line Load Deflection 360 sax= Floor Dead + Floor Live Deflection 240 2 3 4 5 6 7 8 9 10 1 1/161t Dimension Key CX011 A" CX012 CX015 026 RBX010' -SBX' JDA = CRBX010 CX025 H SBX CX014 CXO16 e" 17'-11 15/16" 20'-0" 20'-0" 20'-0" 25'-0" 22'-0" 25'-0" 25'-0" 25'-0" i„ „ 25 0 29 11 15/16 250'-0” CX017 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP Mezzanine Layout - 1.6'-7" Shape Name = C2, Wall =1 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY 07 VP BUILDINGS IT 18 PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING VP Buildings 3200 Players Club Circle Memphis TN 38125 REV I DATE I BY I DESCRIPTION NTS CX019 0 ci CX018 C'FESS�O :t1, fu PERMIT SET- For Building Dept. Approval Mezzanine Layout -16'-7" BUILDER Modern Build CUSTOMER Smuckers LOCATION Chico, California PROJECT Smuckers Conveyer BUILDERS PO# 10/17/2008 11 0529 FILENAME Smuckers C VPC m 17 Explras June 30, 20FLd JOBNO 08-20171 rv�VP VARCO PRUDEN A BlueScope Steel Company VPC VERSION 7 1 a 10/17/2008 DRAWNICHECK RH PAGE 22 Cx002 CX004 CX006 CX006 Cx008 Cx010 SBX SBx SBX - SBX Cx000 RBx00o1 S CX011 CX013 bol o'vl I Apt ad( sex BX sax= N SBX— N SBX— I SBX SBX SBX � o SBX w 8 SBX m pv Q6 ( cml oa.l ao! va SBX- 1L�1 SBX oo( F- SBX__ 5BX —SBX H CRBX010 CX025 H SBX _ —SBX T SBX- ool ��I �I � CX001 CX003 CX005 CX005 CX007 CX009 oo moo, CX005 CX012 1 1/161t Dimension Key CX011 A" CX012 CX015 026 RBX010' -SBX' JDA = CRBX010 CX025 H SBX CX014 CXO16 e" 17'-11 15/16" 20'-0" 20'-0" 20'-0" 25'-0" 22'-0" 25'-0" 25'-0" 25'-0" i„ „ 25 0 29 11 15/16 250'-0” CX017 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP Mezzanine Layout - 1.6'-7" Shape Name = C2, Wall =1 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY 07 VP BUILDINGS IT 18 PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING VP Buildings 3200 Players Club Circle Memphis TN 38125 REV I DATE I BY I DESCRIPTION NTS CX019 0 ci CX018 C'FESS�O :t1, fu PERMIT SET- For Building Dept. Approval Mezzanine Layout -16'-7" BUILDER Modern Build CUSTOMER Smuckers LOCATION Chico, California PROJECT Smuckers Conveyer BUILDERS PO# 10/17/2008 11 0529 FILENAME Smuckers C VPC m 17 Explras June 30, 20FLd JOBNO 08-20171 rv�VP VARCO PRUDEN A BlueScope Steel Company VPC VERSION 7 1 a 10/17/2008 DRAWNICHECK RH PAGE 22 Mezzanine 1 @ 16/7/0 Floor Type Non -Composite Loading Type Other Mezzanine Category Entire Floor Bracing Category Unbraced Top of Floor 16'-7'r Total Thickness of Deck + Topping 2 5/8" Top of Joist 16'-4 3/8" Man Clearance from Floor to Rafter 7'-0" Min Clearance from Floor to Joist 15'-0" Floor Dead Load 10 00 psf Floor Live Load 0 00 psf Not Reducible Coll Load: 0 00 psf Partition Load 0 00 psf Floor Lave Load Deflection 360 Floor Dead + Floor Live Deflection 240 a - G G Frame Member Schedule Part Mem Width Thick Webthk Depth Approx Lgth SBX 1 8" 250 1345 9" Mezzanine Layout - 16'-7" Ck02I CX020 0 (ED Cl) fj(� �J I 9 �i�dF C:ALi�v�` ExPlr3s June 3� p -4P 1 1/16" PERMIT SET- For BuildingDept. Approval _]Dimension Key Shape Name =skew, wail 1 p pproya THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK. PRODUCT of VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE APPROVAL OF BUIILDINGS UT PRIOR WRITTEN VP Buildings 3200 Players Club Circle Memphis TN 38125 .�, ,.. Mezzanine Layout -161,711 REV DATE BY DESCRIPTION BUILDER Modern Building Company JOHNo 08-20171 OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP CUSTOMER SmUCker5 LOCATION Chico California r PROJECT SmuckerS Conveyer BUILDERS PO# DINGS qVARCOEN A BlueScope Steel Company VPC VERSION 7 1 a THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERI'NCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING DATE 10/17/2008 DRAWNICHECK RE NTS PAGE 23 10/17/2008 11 06.31 r1Lc14ra1V1c SmuckerS C VPC Part Mark Key 1 P173 2 P203 1 1/16" r Dimension Key Secondary Part Schedule Modern Building Com CUSTOMER Smuckers LOCATION Chico, California Mark Part Thick Depth Lap E125 41M2502417 0 0590 6 1/211 1'-611 E126 01FE211.1417 0 0590 6 1/2" E131 01FE2411417 0 0590 6 1/2" E134 01FE1911417 0 0590 6 1/211 E144 001M1901017 0 0590 6 1/211 1'-01f E145 001FE1711417 0 0590 6 1/211 E146 46M2901011 0 1200 6 1/211 41-0" E90 OIFE1911414 0 0820 6 1/2" P151 OIFE2411414 0 0820 6 1/211 P162 40M2202417 0 0590 6 1/211 1'-0" P163 42M2902417 0 0590 6 1/2}1 2'-011 P164 44M3102417 0 0590 6 1/2" 31-01i P165 41M2802417 0 0590 6 1/211 1'-6" P173 01MOB06117 0 0590 6 1/2f1 P197 01M0907217 0 0590 6 1/211 P198 01M2411417 0 0590 6 1/211 P200 41M2302417 0 0590 6 1/211 1'-611 P201 01M2304511 0 1200 6 1/211 P203 01M0106617 0 0590 6 1/2" P204 01M1708017 0 0590 6 1/21` 2 3 4 5 6 7 8 9 10 11 12 8R1111 _ _ BR.1B2 BR1B3 8R1B4 nnInF BR1B6 BR1B7 8R1BB N 146(Typ )� 146(Flip)- 7`-11 15/16" 20`-0" 1• 20'-0" �1---20'-0" 25'-0" I 221-0" �� 25'-0" ,�-- ----25'-011 24'-11 15/16" 250'-011 1. UNLESS NOTED, USE 112 X 1 112 A-325 SNUG TIGHTENED BOLTS FOR PURLIN LAP, PURLIN TO FRAME, FLANGE BRACE TO FRAME, AND FLANGE BRACE TO PURLIN CONNECTIONS 2 WIND, FLANGE, AND PURLIN BRACING ARE AN INTEGRAL PART OF THE ROOF STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS REMOVAL OR ALTERATION OF ROOF BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP 13 14 �zs1_ 4 13/16„ 10 2 -� PI 7 � 25'_4 3/4" ~- 4 X3/,16„ ROOF SECONDARY PLAN Name = C2, Shape = Skew THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTIMNING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING VP Buildings 3200 Players Club Circle Memphis TN 38125 REV DATE I BY I DESCRIPTION 10117/2008 NTS 14 21 45 PERMIT SET- For Building Dept. Approval ROOF SECONDARY PLAN BUILDER Modern Building Com CUSTOMER Smuckers LOCATION Chico, California PROJECT Smuckers Conveyer BUILDERS PO# FILENAME Smuckers C VPC S 0' 41 co 0 61 J1�1F, h J ��OfiCALIrOd, Expi�33s June 30, 20 VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION 7 1 a JOBNO •_ 08-20171 DATE 10/1712008 DRAWNICHECK RH PAGE 24 10/17/2008 11 0540 FILENAME Smuckers C VPC 10/1712008 11 0642 FILENAME Smuckers C VPC 'Iull flLuutf 11.05 48 riLCIVAmt Smuckers C VPC UPart Mark Key Secondary Part Schedule 1 GCCO52080 Mark Part Thick Depth Lap 2 GFA106 G427 01L2500214 0 0820 6 1/2" G428 01L2500211 0 1200 6 1/2" 4 2'-2 1/16" 3 4'-0" 2 2'-10 1/4" 1 1/16" Dimension Key 1. UNLESS NOTED, USE 112 X 1 112 A-325 SNUG TIGHTENED BOLTS FOR GIRT LAP, GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS 2 WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Ln r 0 LD THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED .BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP 0 1W480 428(TYp ) 427 12 25'-4 3/4" 25'-4 13/16" SECONDARY ELEVATION AT C Name = Skew, Wall = 4 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS IT IS PROVIDED SOLELY FOR ERECIING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING VP Buildings 3200 Players Club Circle Memphis TN 38125 REV DATE BY DESCRIPTION NTS M �Q�C,FSSS/o t� SIN z -0 A- SrCf`1F1.. 1 CAUrv` I Explras June 30, 206x' PERMIT SET- For Building Dept. Approval SECONDARY ELEVATION AT C BUILDER Modern Building Compa CUSTOMER Smuckers LOCATION Chico, California PROJECT Smuckers Conveyer BUILDERS PO# 10/17/2008 11 0660 FILENAME Smuckers C.VPCi e ILDINGS VARCO PRUD2EN A BlueScope Steel Company VPC VERSION 7 1 a JOBNO 08-20171 DATE 10/1712008 DRAWNICHECK RH PAGE 28 Covering Schedule Id Qty Length Type Gage OP Fin Color Direction #4 141 8'-9 5/8" PR 26 1 K RW Left to Right #13 39 8'-7 1/8" PR 26 1 G TD Left to Right #`r5 9 8'-9 5/8" PR 26 1 K RW Left to Right Oper Code 1=SQ,SQ BLK6 1 IB 10'-6" 3 00 PS BLK7 19 IB 10'-6" Finish K=KXL 3 00 PS BLK8 1 IB 10'-6" 1. PRE -DRILLING 118 DIAMETER HOLES FOR ROOF STRUCTURAL FASTENERS 3 Finish G=Galvalume PS BLK9 3 IB 10'-6" 10'-6" 3 00 PS Color RW=Cool Regal White VP Buildings 3 00 PS Starter Width= 4'-011, Interm Width= 6'-01', Color TD=Standard Color 6'-0" Location =Outside Secondary Structural LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS Direction =Across Secondary Structural Insulation Schedule (Install in same direction as Covering) Id Qty Type Start Run Last Run Thick Facing BLKI 1 IB 2'-6" 3 00 PS BLK2 1 IB 8'-6" 3 00 PS BLK3 70 IB 2'-6" 21-6" 3 00 PS BLK4 29 IB 8'-6" 8'-6" 3 00 PS BLK5 41 IB 6'-6" 6'-6" 3 00 PS BLK6 1 IB 10'-6" 3 00 PS BLK7 19 IB 10'-6" 10'-6" 3 00 PS BLK8 1 IB 10'-6" 1. PRE -DRILLING 118 DIAMETER HOLES FOR ROOF STRUCTURAL FASTENERS 3 00 PS BLK9 3 IB 10'-6" 10'-6" 3 00 PS BLK10 1 IB 10'-6" VP Buildings 3 00 PS Starter Width= 4'-011, Interm Width= 6'-01', End Width= 6'-0" Location =Outside Secondary Structural LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS Direction =Across Secondary Structural DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38125 Tyne IB=Fiberglass Blanket SPECIFIED BY VP SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR Facing PS=Polypropylene Scrim Kraft, Standard Duty Accessory Schedule THE VP ENGINEER'S SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN Qtv Part NOT APPLY TO THE PERFORMANCE Detail 48 Wallite Kit 5'-3" Panel Rib NR White JOBNO WA04A1,WA04A2 12 APEX -20 Panel Rib 1 12 Polar White Slope Mount Vent w/InsRA12El (Kit) Trim Schedule Id Parts Tl BSI,GGCI,MCCI,PRF1 T2 MCC1 T3 VLF120,VPL9180 T4 BSI,GGCI,MCCI,PRF1 T5 MCC1 Color Patrician Bronze Patrician Bronze Match Roof Color Patrician Bronze Patrician Bronze Details RC38A1 RC38AJ RC03BI,RC71B1,RC71B9,RC71BB,RC7IEA,RS71A3,RS71A4 RC38A1 RC38AJ 1 2 3 4 5 6 7 8 9 10 11 12 I E E 13 14 15 25'-4 23/Ifin 173'-0" I 250' -0" ROOF COVERING PLAN �_,2s#_ 4 I3/Zs"_� 1 —115' -0" VESS/o INE ��l v20 G� �w 07 ` OP G� Ltru Explra, June v0, 20fd= 10117/2008 11,0561 PILtNAME Smuckers C VPC - (Field Repair Fastener) ' { (1 bags) #)55308 #17-14x1" S S Roof Fastener Dimension Key Shape Name = C1, Shape = C2, Shape = C4, Shape = Skew PERMIT SET- For Building Dept. Approval J 1. PRE -DRILLING 118 DIAMETER HOLES FOR ROOF STRUCTURAL FASTENERS THE VP ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS VP Buildings MAY BE REQUIRED AT 11 GAGE PURLINS, NESTED PURLINS, PURLIN LAP ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING ROOF COVERING PLAN LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS PERFORMANCE REQUIREMENTS DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38125 SPECIFIED BY VP SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR 2 ROOF SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM SYSTEM, THE VP ENGINEER'S SEAL DOES ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN NOT APPLY TO THE PERFORMANCE APPROVAL OF VP BUILDINGS REV DATE BY DESCRIPTION BUILDER Modern Building Company JOBNO REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED OR DESIGN OF ANY OTHER PRODUCT 08-20171 3 PANELS SHOWN WITH A LENGTH LESS THAN 1-0, 5-0 FOR SSR, MAY HAVE OR COMPONENT FURNISHED BY VP THE GENERAL CONTRACTOR RESPONSIBLE CUSTOMER Smuckers RVPBUILDINGS DATE EXCEPT TO ANY DESIGN OR PER- FOR ACCURATE, GOOD QUALITY WORKMANSHIP 10/17/2008 TO BE FIELD CUT. FORMMANCE REQUIREMENTS IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, LOCATION Chico, California 4. SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION SPECIFIED BY VP ALL APPLICABLE VP ERECTION GUIDES, PROJECT VARGOPRUDEN DRAWNICHECK AND INDUSTRY STANDARDS PERTAINING TO PROPER Smuckers Conveyer RH ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PO# A BlueScope Steel Company PAGE BRACING NTSVPC VERSION 7 1 a 28 10117/2008 11,0561 PILtNAME Smuckers C VPC 10/17/2008 11 0552 bMUCKerS L; VFU Covering Schedule Id Qty Length #21 9 8'-3 1/2" Oper Code 1=SQ,SQ Finish V=G60 Galv Color TD=Standard Color 60� Accessory Schedule Type Gage OP Fin Color Direction Qty Part Detail DF 22 1 V TD Left to Right 48 Wallite Kit 5`-3" Panel Rib NR White WA04Al,WA04A2 12 APEX -20 Panel Rib 1 12 Polar White Slope Mount Vent w/InsRA12Bl (Kit) 14 - (Field Repair Fastener) (1 bags) #55308 #17-14x1" S S Roof Fastener F]Dimension Key 1. PRE -DRILLING 118 DIAMETER HOLES FOR ROOF STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE PURLINS, NESTED PURLINS, PURLIN LAP LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS 2 ROOF SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED 3 PANELS SHOWN WITH A LENGTH LESS THAN 1-0, 5-0 FOR SSR, MAY HAVE TO BE FIELD CUT. 4 SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP MEZZANINE COVERING PLAN Shape Name = Skew THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS IT 18 PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING VP Buildings 3200 Players Club Circle Memphis TN 38126 REV DATE I BY 10/17/2008 Expims June 20, 20 PERMIT SET- For Building Dept. Approval MEZZANINE COVERING PLAN DESCRIPTION tS11°F'K Modern Building CUSTOMER Smuckers LOCATION Chico, California PROJECT Smuckers Conve NTS BUILDERS PO# 11 0663 FILENAME Smuckers C VPC VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION 7 1 a JOBNO 08-20171 DATE 10/17/2008 DRAWNICHECK RH 31 Liner/Soffit Schedule Liner Tram Schedule Id Qty Type Length Gage OP rinish Color Direction Cut Id Parts Color Details #6 58 PR 7'-8 1/2" 26 1 K EW Left to Right T1 GAD1060,NLTA10 Match Wall Color WC61A3 #9' 84 PR 7'-8 1/2" 26 1 K EW Left to Right T2 (17)NLTA10,NLTA05,(9)TA1l Match Wall Color WC61A2 #14 39 PR 7'-8 1/2" 26 1 K EW Left to Right T3 (17)ET10A,ET05A,(9)TAll Match Wall Color WC61AB #20 9 PR 8'-3 7/8" 26 1 K EW Left to Right T4 (25)NLTA10,(13)TA11 Match Wall Color WC61A2 Ower Code 1=SQ,SQ T5 (25)ET10A,(13)TA11 Match Wall Color WC61AB Finish K=KXL T6 (20)JT10 Match Roof Color WC61A8 Color EW=Egyptian White T7 (11)NLTA10,NLTA05,(6)TA11 Match Wall Color WC61A2 T8 GAD1060,NLTA10 Match Wall Color WC61A3 T9 (11)ET10A,ET05A,(6)TA1l Match Wall Color WC61AB 13 14 15' T2 _ ca m q w m m T4 m m m m m _ m N N C` FTT I T_t rmEH -- -- 8wT\m - I I I I I [T FF NM i 02I00I \ M I r T7r I` M I 4 T3 H - 1- 2 10 2 IE- .1 m H E EF F H H H H H -- -- -- - —_----_-.. _-- -- _ -- __ T m m ?5i_Q 13/26n 173'-0" 1. 250'-0" 1. PRE -DRILLING 118 DIAMETER HOLES FOR ROOF STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE PURLINS, NESTED PURLINS, PURLIN LAP LOCATIONS, AND/0R SECONDARY STRUCTURAL BEAMS 2. PANELS SHOWN WITH A LENGTH LESS THAN 1-0, 5-0 FOR SSR, MAY HAVE TO BE FIELD CUT 3 SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP ROOF LINER PLAN (View from outside Building) Shape Name = C1, Shape = C2, Shape = C4, Shape = Skew THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS IT IS PROVIDED SOLELY FOR EREQ'nNG THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINIKII TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING VP Buildings 3200 Players Club Circle Memphis TN 38125 REV I DATE I BY I DESCRIPTION 115'-0" PERMIT SET- For Building Dept. Approval ROOF LINER PLAN BUILDER Modern Building Company CUSTOMER Smuckers Chico, California PROJECT Smuckers Conveyer NTS BUILDERS PO# 10/1712008 11 0664 riLtNAMk Smuckers C VPC or-ESS/0N SLC 1 t NE {111 17�nmrr4 w � �uF CAl.1ry Expir3s June 30, 20 VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION 7 1 a O r t JOBNO A' 08-20171 DATE 10/17/2008 DRAWNICHECK RH PAGE 32 1011//GUU0 11 Uo Ul vnluvncl� v wo v Covering Schedule Id Qty Type Start Length #3 58 PR 10'-7 1/4" Oper Cade 1=SQ,SQ Finish K=KXL Color EW=Egyptian White Gage OP Fin Color Direction 26 1 K EW Left to Right Insulation Schedule (Install in same direction as Covering) Id Qty Type • Start Run Last Run Thick Facing BLK1 29 IC 12'-0" 12'-O" 3 00 PS Starter Width= 6'-0", Interm Width= 6'-0", End Width= 6'-0" Location=0utsid.-; Secondary Structural Direction =Across Secondary Structural Type IC=Fiberglass Blanket Facing PS=Polypropylene Scrim Kraft, Standard Duty Shape Name = Cl, Wall = 4 Ln r Ln N 4 Increment Trim Schedule Id Parts T1 (8 7)BA1,(18)BT10 T2 (8)PKF2OA, PKFI6A T2 Color Details Match Wall Color EN52A1,RC00AI,WC01A3,WC04A1 Egyptian White EN52A1,RCOOAI,RC03BI,RC35B1,WC13A1 1. PRE -DRILLING 118 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS 2 WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED 3. PANELS SHOWN WITH A LENGTH LESS THAN 1-0, 6-0 FOR SSR, MAY HAVE TO BE FIELD CUT. 4 SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP (29)BLK1 173'-0" - Shape Name = C1, Wali = 4 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS IT 18 PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE NTH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING VP Buildings 3200 Players Club Circle Memphis TN 38125 REV I DATE I BY I DESCRIPTION .4 ¢CP ESSlp tib` ��\� Tp�''•� �� 8 * L /Z. 99 -0Q7 Expims June s0, 20b--1 PERMIT SET- For Building Dept. Approval COVERING ELEVATION AT C BUILDER Modern Building Company CUSTOMER Smuckers LOCATION Chico, California PROJECT Smuckers Conveyer NTS BUILDERS PO# 10/17/2008 110669 N=NAC Smuckers C VPC F ILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION 7 1 a JOBNO \ 08-20171 10/17/2008 DRAWN/CHECK RH PAGE 35 s 0 i y 1V Co 0 0 i 0 Ci CD cn N H u to aJ w H� n K! O�» n 24'-11'- 0) b p 0 W a N N- 1 rn M W z !C> 0 '�: TPI .tea n I� O H .a loo tr! n 'A & m cn \. 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Z (Q T3 > v nC m o IF p fDzm O 'CIS`^'' ` a ' _ xCD o ; O r� rn=g �mQO �.', W o 0 co 10/17/2008 11 0603 FILENAME Smuckers C VPC Covering Schedule Id Qty Type Start Length #10 39 PR 10'-0 7/8" Oper Code A=SQ,NT Finish K=KXL Color EW=Egyptian White Gage OP Fin Color Direction 26 A K EW Left to Right Insulation Schedule (Install in same direction as Covering) Id Qty Type Start Run Last Run Thick Facing BLK1 20 IC 11'-0" 11'-0" 3 00 PS Starter Width= 6'-0", Interm Width= 6'-0", End Width= 6'-0" Location =Outside Secondary Structural Direction =Across Secondary Structural Type IC=Fiberglass Blanket Facing PS=Polypropylene Scram Kraft, Standard Duty Shape Name = C4, Wall = 2 Increment Trim Schedule Id Parts T1 (5 8)BA1, (12)BT10 T2 (5)EG201,EG161,(40)STR2 T3 CT20,CTO 5 T4 DE1, DN1, (3) DS10, (5) DST1 T5 BSI,GGCI,MCCI,PRF1 Color Match Wall Color Egyptian White Match Wall Color Egyptian White Patrician Bronze Details EN52A1,RCOOAI,WCOlA3,WC04Al RC03B1,RC04B1,RC32B8,RC39A2,RC61B6,WC04A1 WC20Al RC38F1 RC38A1 15 g T5 T2 M. 1 PRE -DRILLING x!18 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS 2 WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED 3 PANELS SHOWN WITH A LENGTH LESS THAN 1-0, 5-0 FOR SSR, MAY HAVE TO BE FIELD CUT. 4 SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP (20)BLK1 15'-0" COVERING ELEVATION AT B Name = C4, Wall = 2 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS IT 18 PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING �RGF ESS/0 d�cL \5�1NE ; 1 N- f1rrrr_r%n 1 7 0;- CAL7'r Explras June 30— 0 >i PERMIT SET- For Building Dept. Approval VP Buildings ` COVERING ELEVATION ATB 3200 Players Club Circle Memphis TN 38125 'J REV I DATE I BY I DESCRIPTION BUILDER Modern Buildine Co Smuckers Chico, California PROJECT Smuckers Conveyer NTS BUILDERS PC# 10/17/2008 11 0605 MhNAMt Smuckers C VPC VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION 7 1 a JOBNO 08-20171 DATE 10/17/2008 DRAWNICHECK RH PAGE 38 m i R i N Q Q DO i i Q m CDP m m m z n m m Covering Schedule Id Qty Type Start Length #12 39 PR 10'-7 1/4" Oper. Code 1=SQ,SQ Finish K=KXL Color EW=Egyptian_ White Gage OP Fin Color Direction 26 1 K EW Left to Right Insulation Schedule (Install in same direction as Covering) Id Qty Type Start Run Last Run Thick Facing BLK1 20 IC 12'-0" 12'-0" 3 00 PS Starter Width= 6'-0", Interm Width= 6'-0", End Width= 6'-0" Location =Outside Secondary Structural Direction =Across Secondary Structural Type IC=Fiberglass Blanket Facing PS=Polypropylene Scrim Kraft, Standard Duty Shape Name = C4, Wall = 4 LD H �n r Ln Increment Trim Schedule Id Parts T1 (5 8)BA1,(12)BT10 T2 (5)PKF2OA, PKFI6A T3 MCC1 Color Details Match Wall Color EN52Al,RC00A1,WC01A3,WC04A1 Egyptian White EN52A1,RCOOAI,RC03B1,RC35B1,WC13A1 Patrician Bronze RC38AU 15 T3 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED 3. PANELS SHOWN WITH A LENGTH LESS THAN 1-0, 5-0 FOR SSR, MAY HAVE TO BE FIELD CUT. 4 SEE ,JOB [DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP (20)BLK1 115'-0" COVERING ELEVATION AT D Shape Name = C4, Wall = 4 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS IT IS PROVIDED SOLELY For, ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING �pFESS/0 0 OFL�rC� . —Ex —pi ras Jun0, _e3ly PERMIT SET- For Building Dept. Approval - VP Buildings COVERING ELEVATION AT D 3200 Players Club Circle Memphis TN 38125 REV I DATE I BY I DESCRIPTION BUILDER Modern Building Compa CUSTOMER Smuckers LOCATION Chico, California PROJECT Smuckers Conveyer NTS BUILDERS PO# 10117/2008 11 06 07 FILENAME SmuckerS C VPC VP BUILDINGS VARCO PRUDEN A BlueScope Steel Company VPC VERSION 7 la JOBNO 08-20171 10/17/2008 DRAWNICHECK RH 40 Covering Schedule Id Qty Type Start Length ##15 9 PR 10'-5 3/8" taper Code.A=SQ,NT Finish K=KXL Color EW=Egyptian White Gage OP Fin Color Increment 26 A K EW 9/16" Insulation Schedule (Install in same direction as Covering) Id Qty Type Start Run Last Run Thick Facing BLK1 5 IC 11'-6" 11'-0" 3 00 PS Starter Width= 6'-0", Interm Width= 6'-0", End Width= 6'-0" Location =Outside Secondary Structural Direction =Across Secondary Structural Type•IC=Fiberglass Blanket Facing PS=Polypropylene Scrim Kraft, Standard Duty Shape Name = Skew, Wall = 2 Direction Left to Right Increment 1 1/1.6" 1. PRE -DRILLING 118 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS 2 WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED 3 PANELS SHOWN WITH A LENGTH LESS THAN 1-0, 5-0 FOR SSR, MAY HAVE TO BE FIELD CUT. 4 SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION Tram Schedule Id Parts T1 (1 3)BA1, (3)BT10 T2 CT05 T3 DE1, DNI, (3) DS10, (6) DST1 T4 EG161, EG121, (10) STR2 Color Details Match Wall Color EN52A1,RC00AI,WC01A3,WC04A1 Match Wall Color WC20Al Egyptian White RC38F1 Egyptian White RC03B1,RC04B1,RC32B8,RC39A2,RC61B6,WC04iA1 Q N E1 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP (5) BLK1 5'-4 13/16" COVERING ELEVATION AT B Name = Skew, Wall = 2 THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING VP Buildings 3200 Players Club Circle Memphis TN 38125 REV I DATE I BY I DESCRIPTION ESS� N� , �v 4`5'(IN T 1 sT C,ti�'t. J�Ofie✓r;Lry Explraa June m, 20 All PERMIT SET- For Building Dept. Approval COVERING ELEVATION ATB'" BUILDER Modern Building Compa CUSTOMER Smuckers LOCATION Chico, California PROJECT Smuckers Conveyer NTS BUILDERS PO# 10/17/2008 11 06 09 FILENAME Smuckers C VPC 2 VP BUILDINGS VARCO PRIJDEN A BlueScope Steel Company VPC VERSION 7 1 a JOBNO 08-20171 DATE 10/1712008 DRAWNICHECK RH PAGE 41 Covering Schedule Last Run Thick Facing Increment BLK1 2 IC 27'-01i 26'-6" 3 00 Trim Schedule BLK2 1 IC 21-0" Id Qty Type Start Length Gage OP Fin Color Increment Direction Starter Width= 6'-01i, Interm Id Parts Color Details #F16 3 PR 24'-9 1/2" 26 1 K EW 3" Left to Right T1 CT05 Match Wall Color WC20A1 I#17 3 PR 1'1 26 T K EW 611 Left to Right T2 GAC1040,RCF10A Match Roof Color RC03Bl,RC52B1,WC55A1 #18 3 PR 1'-1 1/2" 26 1 K EW 611 Left to Right T3 RCHAIO,RKF10 Egyptian White RC30B1 Oper Code 1=SQ,SQ Oper Code.T=RT,SQ Finish K=KXL Color EW=Egyptian White insulation Schedule (]Install in same direction as Covering) Id Qty Type Start Run Last Run Thick Facing Increment BLK1 2 IC 27'-01i 26'-6" 3 00 PS 611 BLK2 1 IC 21-0" 3 00 PS BLK3 1 IC 1'-611 3 00 PS Starter Width= 6'-01i, Interm Width= 61-0i1, End Width= 6'-0" Location =Outside Secondary Structural Direction =Across Secondary Structural Type IC=Fiberglass Blanket Facing PS=Polypropylene Scrim Kraft, Standard Duty Shape Name = Skew, Wall = 3 1. PRE -DRILLING 118 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED 3 PANELS SHOWN WITH A LENGTH LESS THAN 1-0, 5-0 FOR SSR, MAY HAVE TO BE FIELD CUT. 4 SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP L) H II BLK2 (2)BLK1 BLK3 I I 4'-6" 3'-9 1/2" 8'-3 1/2" COVERING ELEVATION AT 14 Shape Name = Skew, Wall = 3 N ri THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING FESS/0 tLC a�S(1N titer �T fv� �� s CO >y y I Expi, -:�; June 30, 20 PERMIT SET- For Building Dept. Approval VP Buildings 3200 Players Club Circle Memphis TN 38125 COVERING ELEVATION AT 14 REV DATE BY DESCRIPTION BUILDER Modern Building Company JOBNO 08-20171 CUSTOMER Smuckers DATE LOCATION Chico, California gVARGO BUILDINGS 10/17/2008 PRUCEN DRAWNICHECK PROJECT Smuckers Conveyer RH BUILDERS PO# A BlueScope Steel company PAGE NTS VPC VERSION 7 1 a 42 •nl.1-Vrnnnn as nit An FILENAME Cenlln4nr� l` VDC' 1 V! 1 I1&.WwV Covering Schedule Id Qty Type Start Length #19 9 PR 10'-7 7/8" Oper Code 1=SQ,SQ Finish K=KXL Color EW=Egyptian. White Gage OP Fin Color Increment 26 1 K EW 9/161, Insulation Schedule (Install in same direction as Covering) Id Oty Type Start Run Last Run Thick Facing BLK1 5 IC 12'-0" 12' -611 3 00 PS Starter Width= 6'-0", Interm Width= 6'-0", End Width= 6'-0" Location =Outside Secondary Structural Direction =Across Secondary Structural Type IC=Fiberglass Blanket Facing PS=Polypropylene Scrim Kraft, Standard Duty Shape Name = Skew, Wall = 4 Direction Left to Right Increment 1 1/16" LO N r un N Trim Schedule Id Parts T1 (1 3) BA1, (3) BT10 T2 PKFI6A,PKFI0A Color Details Match Wall Color EN52A1,RC00A1,WC01A3,WC04Al Egyptian White EN52A1,RCOOAI,RC03Bl,RC35B1,WC13A1 25'-4 13/16" (5)BLK1 - FESSI -`I U CSSSOJ ` t r �— CI- lDI tpld� X71 ° \OF CA-krU� June 30, i COVERING ELEVATION AT C°� MIT SET- For Buildin De t. A royal'`'° PER g p pp �� Shape Name = Skew, Wall = 4 Yry THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS VP Buildings 1 PRE -DRILLING 1/8 DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS THE VP ENGINEER'S SEAL APPLIES OF COVERING ELEVATION ATC 'o MAY BE REQUIRED AT 11 GAGE GIRTS, NESTED GIRTS, GIRT LAP ONLY TO THE WORK PRODUCT VP AND DESIGN AND PERFORMANCE ITIS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND 3200 Players Club Circle Memphis TN 38125 ' . LOCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS REQUIREMENTS SPECIFIED BY VP SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTENJOBNO BUILDER 2. WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, THE VP ENGINEER'S SEAL DOES APPROVAL OF VP BUILDINGS REV DATE BY DESCRIPTION Modern Building Company 08-20171 NOT APPLY TO THE PERFORMANCE CUSTOMER REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED OR DESIGN OF ANY OTHER PRODUCT THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY Smuckers DATE 3 PANELS SHOWN WITH A LENGTH LESS THAN 1-0, 5-0 FOR SSR, MAY HAVE OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS LOCATION Chico, California 1011712008 VP BUILDINGS i TO BE FIELD CUT. FORMANCE REQUIREMENTS BY VP DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL PROJECT Smuckers Conveyer VARCOSRUDEN pRAWNlCHECK RH 4 SEE JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION SPECIFIED ND INDUICABLEVPERECTIONGUIDES, AND INDUSTRY STANDARDS PERTAINING PROPER A BlueScope Steel Company PAGE N, INCLUDING THE CORRECT USE OF TEMPORARY BUILDERS PO# VPC T 1 a 43 BRACINGE NTS VERSION .. ,.,. A A FILENAME lU! 1!lLUVO 1 1 VV 1 a %J Tv W1 — n 5 1/6 Z' 1, Z" 4F 1 1/9 (2} 5/4" � a��s �► ► " Ar' -r e-je';4 c. 4 R r Y,4„ X ” FV- Ib e, -A k4V-::) o- GDNVp-(oIZ �-,uMo2-C F1�,ANlItiC S 0 %tj a� tx How ti s V/ ) GaNvCrve � I6' 4�/',a fdxy fLA tre:u �j�VC`-�of� SUPpc>I2T 1=RrkMINC� THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT.' FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER— FORMANCE REQUIREMENTS SPECIFIED BY VP CG) 4P! e- ee5-0 1, L= jt-�' F)4Vr 4re"t STt7 Nal,�s �lg"X &v11 KI"6wh 1'-- P+P� -fjzxiv16 Col, �,r u vz ,1�,L.L /STRUT ��►����ti�� Tip (2?.� L I tiI-- "X11 -4 It Lf THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS R 18 PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING VP Buildings 3200 Players Club Circle Memphis TN 38125 REV I DATE I BY I DESCRIPTION I— NTS O(2) 3/A" X nota oai[s w/ Washers Over Slots O (2) 3/4" x "A325 Bolts W/ Washers Over Slots 1/4"Bent Plate 114"Bent Plate 11/2" Minimum N I P/ V An, L LE`� / s K E �J �) E - Q T (f— L1 P r2I24j,� e E S INCE- m oficaUlf Ex-pur s June 20 8Q—& -3i PERMIT SET- For Building Dept. Approval+ SPECIAL DETAILS.£ BUILDER Modern Building Company JOBNO CUSTOMER 08-20171 Smuckers DATE LOCATION Chico, California VP BUILDINGS 10/17!2008 PROJECT VARCO PRUDEN DRAWNICHECIC Smuckers Conveyer RH A BiueScope Steel Company BUILDERS PO# PAGE VPC VERSION 7 1 a 44 10/17/2008 170461 FILENAME Smuckers C VPC 11 111 PURUNS REQUIRE x BOLPJ AT EAm no OP PURLN IAP-- - -(2 OR 4) A325 BOLTS SEE ERECn ON pRAW1NC5 WITH HARDENED WASHERS BOTH SIDES FOR LOCATIONS AND PART MARKS SELF DR:UJNO FASTENER OR BOLT NIMUFACtURFR'S FRAMES OR BBunNONar WALL BRACE AT C£NTERUN. OF PURUN OR HIGHER - REl1lAREp R[� P I"-"1 h--1 FtOp vARo ¢ ARAux vARrs FAq� FIELD DRILL HOLES SUPPORT BEAMS 4 12 3 4 1/2 C HI A ppLANG PLATES aNe rle .NxNa a ROOF PORTAL SPUI�Bf 1-rrw®�r1 uLulER FRAME II 3 MAX GAGE - 1 TYPICAL B0111NC HARD FLAT WASHER 1-�' RCtl HANGER OR UNISTPUT AS NEEDED FULL PEN WELD SPLICE GOUPUNC NUT SPLICE 0 0l �/ '! - A325 BOLTS (MIN 1/2 A307 BOLTS I PLATES FACADE 9 SEI--' DRAWINGS FOR ANGLE CU' BOLTS UNISTRUTS ROO HANGER o 4 MIN PITCH '� ' OR CANOPY of - S1iES AND QUANTITIES AND CUMPS BY BLIRDBR PITCH) v I cpNNEcnoEls NUT 'SHOP SPLICE DETAILS' TENSION CONTROL BOLT R, RRAN�� PURUNp NUT HILLSIDE WASHER `ra-� i»-1 i GRACE SMUT (H85) I 6O FIAT (WASHER I ERECTOR NOTE, HEX 0 INSTALLATION OF TENSION CO OL 1/2 x t 1/2 ® BOLTS MAY NOT BE POSSIBLE A-325 BOLT a MAT DE STRAIGHT 0 AREAS WHERE ExTRENtE PITCH OLD Im'o r*n OR TAPERED MEMBER OR OTH R OBSTRUCTIONS MAY 1 nlxx rLANOm 4906p TYP STIFFENER LOCATION BEAM DEPTH _ FIELD NGOP, PNC A7 MAY FRAUE�W'EJB E 3/10 2 MIN i i OCCUR N THESE CASES �Bfl� FLANGE GRACE REQUIRED AT PORTAL FIRE SPRINKLER HANGER SYSTEM MUST FRAME WHEN COLUMN DEPTH IS RAFTER BE CAPABLE OF RESISTING 450 LOS PLUS �i ® SU05TKUTION OF A-326 NUTS THflEAO B ENDS GREATER THAN 24 AND LE55 WEIGHT OF WATER FILLED PIPE PER CODC AND BOLTS WOULD BE REQUIRED WITHOUT TURNBUCKLE THAN OR EQUAL TO 36 SrD4tp5 FLAT SHIM AS THESE NUTS AND BOLTS ARE CHARTER THAN 36 AND LESS DRAtE App OTHER SUSPENDED LEADS EXCEEDING 100 I CUPS, PLATES OR 801.15 � REQUIRED PROVIDED BY BIJUER FLANCE BRACE RECHIREIAENTS LBS MUST BE SUSPENDED SIMILAR TO THIS ARE BY BUILDER BETWEEN DOLTS "0p Am THAN OR EOUAL TO 48 8F00032 1/2 DH LESS DETAIL 00 NOT CLAMP TO BOTTOM FLANGES CONTRACTOR'S NOTE Ht11RQ SAS. rur rAa W—S 1A SPACE FIELD DRILL OR FIELD WELD SUSPENSION ANGLES OR PLATE'S .vNr A� Hua .x Rao RULE# 1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED BOLTS ARE SLIP CRITICAL AND MUST BE FULLY nm•u r w nm NO RULE(iZ- SINGLE FLANGE BfTACES ARE REQUIRED WHEN PART MARK ON PRE TENSIONED FRYING SLRFACES MUST BE ALLOWABLE LOAD - 1 KIP PER PAIR OF DOLTS 1 -0 PUNT FREE IF PAINT IS OL NO ON FffillICCONNECTIONS t MIN :1/4 PIA. Hotr CROSS SECTION IS NOT ACCOMPANIED BY (2) CONTRACTOR'S NOTE ANY CODS OVER 440 LBS APPLIED TO DtAF1UFA,GTURER'S � 1 4 KIPS PER INCH OF WELD WffHDIA' INSPECTION RULE)73- FLANGE BRACES ARE REQUIRED BOTH SIDES OF TH_ FRAME WM REMOVE IN OVERSIZED MOL- CONNE TIONS C WHERE SLOTTED NIXES ARE PRESENT BOLTS ARE � 2 B KIPS PER INCH OF WELD WITH INSPECTION NOTE FIELD GUT SHIMS TO 1 1/0 MI 7/0 Ow BOLT WHEN PART MARK IS ACCOMPANIED BY (2) F1CTE5 REMOVE WITH LIGHT GRINDING SUP CRITICAL AND MUST BE FULLY PRE TEN90NED LATERALLY SUCH AS HVAC U AIN B LDING'G PIPE SUPPORTS ETC MUST E ADO PAIRS OF BOLTS OR INCHES OF WELD TO RESIST DESIRED 1 RULEf 4- WHENEVER POSSIBLE, PUCE SINGLE BRACES TOWARD 'INE FIELD pR!L1 8 Gt HOLES IN PRIMARY AND PORTAL FRAME WEBS EATING SURFACES MU5T 8E PAINT TREE IF PAINT LITERALLY BRACED TO THE MAIN BUILDING'S LATERAL LOAD RESISTING ELEMENTS CONCENTRATED LOAD I.OAOS LESS THAN 500 L65 MAY BE SUSPENDED 5 IMa_1{_ DESIRED OIMENSIDNS TO I I ROD LENGTH R D LENGTH CENTER OF THE BUILDING FOR FLANGE RACE CONNECTIONS I8 FOUND ON FAYING SURFACES IN SLDil (PURUN BRACING STRUTS OR PRIMARY FRAMES) AS REQUIRED BY CODE 4 ACHIEVE DESIRED RESULTS FOR SEISMIC LOADS GRACING MUST BE PROVIDED AND INSTALLED 9Y CONTRACTOR USING CLAMPS (1 112 FROM LOGE OF FLANGE 1 ii SHIMS ARE MAGE 1m m VNILM � 0� a ROD �"' ®) DRILL D/1$ HOLE IN PORTAL FRAME COLUMN WEB MPROx 2 CONNECTIONS Rl]JDYE WITH LIGHT GRINDING CONCENTRATED LOADS SHALL NOT EXCEED USER DEFINED CO1 ATERAL FROM 059 MATERIAL BO RK ROD RULEf)S- WHENEVER POSSIBLE PLACE ALL SINGLE BRACES ON THE SAME © STANDARD HARDENED WASHERS ARE REQUIRED OVER AND MUST RESIST LATERAL LOADS EQUAL TO THE WEIGHT OF THE SUSPENDED SMEAR WRENCH (Eir B'_DR) REDID FDR I ISTALLATIpN OF TENSION CONTROL BOLTS _ROD PMS 1 END _ _ROD P�D�iU1FT-ENCS SIDE OF THE FRAME WEB FR01J BOLTING ELATE @ BrnM fp. ALL SOTS. UNIT OR AS REQUIRED BY CODE, WHICHEVER IS LE55 LOADING INDICATED ON THE PURCHASE ORDER AND IN MFO'3 CALCULATIONS 100 BRACING Al COL BASE BR02A1 TYPICAL FLANGE BRACE CONNECTIONS BRO6BD PORTAL FRAME DETAIL BR12F1 STRUT BRACING BR15C2 SUSPENDED LOADS EN10A1 SUSPENDED LOADS EN10A2 STANDARD SHiM PROCEDURE EN2DA1 TENSION CONTROL BOLTEN2OA2 ROD BRACE ASSEMBLY DRAWING EN3OA1 MARK NUMBER KEY EN5OA1 �NRFUOA PLPUN IAP aHOVM EUlIINOW LINT AND NNFLL rURUN MIC GRI mNIW:. STRUT FROM PURLINS -- 100 LB LOADS OR GREATER FROM STRUCTURAL BEAMS TIPICAL AT ANY BOLTED CONNECTION INSTALLATION INSTRUCTION COMMON GENERATED MARK NUMBERS 3 -PLATE OR GAGE CONNECTION TO FRAME HSS RIiDATW A nnal,ne eRm R 11/IILrJDa1 �^^•' 8rx11V1 R IInA/TlIO RAIS 'tl m ./ Eillmlw A mnl/am ENIOAaq A aamla E TY PI R 20/]1 Av INST R TION I RL]a41YI R ay1a7m1 '•-- FTI M A IIA11/laax PR WALL PANEL MARK NO WFFIIEG O O C CC F - FM LENGTH CODE I - INCHES �0 DI,� VENT 3/16 x 1/4 TAPE MASTIC 1J4-14 x 7/8 ROOF 1 -0 1 1 -0 FACE OF 12-14 X 1 1/4 ROOF PANEL RIB INSIDE FACE OF u PR ROOF PI MIRK NO. N F F I 1 E C G 0 C C C E- EOHpi9 43350 CONT (80390) STITCH FSNR RAKE FASCIA WALL PANEL 1 1 4 STRUCT FSNR O V-0 0 C CLOSURE (80130) r 1 1J4 WALL PANEL GAGE LENGTH CODE (RKF-) SEAL. w/ 3/16 x 1/4 FACE D. 4 =GALE 1/4-14 x 7/8 ROOF' /16 x 114 TAPE MASTIC MASTIC (60390) EA WALL PANEL 1/4-14 x 7/13 PR MOCE PANEL MARK NO P F F I I E 0 0 0 C C C 2 !/8 2 1 2 PEAK FASCIA 0 = OPERATION / 1/4-14 x 7/6 ROOF STTTCH FSNR CONT IS 114 SIDE OF CLOSURE ROOF STITCH FSNR 1 1 IENCTH EODE STITCH FSNR ANTI -CAPILLARY 1 PER PURUN BOITDM OF @ 1-0 OC i (PI INCHES LENGTH c = RK/DD cRri ri D 1/4-t4 x 7/8 ROOF 6 O.0 BEAD ROOF SHEET FFETJ mlllimetBTTa 38 CCNERAGE STITCH FSNR AT S10ELAPS 12-14 x 1 t/4 ROOF 1 1 4 1 PER STRUCT FSNR HCATEGOR P TYI I- suODTx 1 3/I6 RICH RIB AT 2 PER FOOT - __^T^- 2 II EXTEFIlOR ENG PANEL RIB 1 STANDARD ERECTION DETAILS (SED) SUPERSEDE SIMILAR DETAILS 1 4 DLILFAEE - J APEX 20 FOUND IN THE ERECTION GUIDES REFER TO THE ERECTION 1/4-14 x 7/8 ROOF ENdLAP RIDGE CAP <: W P VENT BASE GUIDES FOR OTHER DETAILS INSTALLATION PROCEDURES AND STITCH FSNR 1/4-14 1 t 1/4 1 R 1 B 3 z J1/3z� 50 (�3—) ACCESSORIES NOT DESCRIBED IN THE SED'S t PER PURLIN AND STRUCT FSNR `55307) DL -SIMPLE INTERIOR T , P.TARING EOLT; UPU > 1 PER SPACING m (1) PER PURUN SIMPLE I END BAY BAY NUMBER PANEL RIB ROOF AND WALL PANEL (PR) m 2 ALL PANEL AND TRIM SURFACES MUST BE FREE OF DIRT AND 12-u x t t/4 ROOF n 1z -tax 1 1/4 PANEL RIB 7 3/4 OR jn� SIMPLE 6 END BAY ROOF ALL NUM3ER OIL AT MASTIC AND SEALANT LOCATIONS STRUCT FSNR ,. WAG_ STRUCT FSNR WP OUTSIDE CLOSURE ALIGN WITH DA --END HOLE ONLY BUILDING SHAPE I PER FpOT (2) PER FOpT O PANEL RID (80140) RAKE FASCIA .U -INSET NOTCH THE BAY/BUNDLE CODE RPR WALL PANEL MARK NO R R F F 1 1 E D O 0 C C C 318 CONT BEAD 1/4-14 x 7/111 ROOF I) PER FOOT m VR OR RPR AT ENDWALL PURUN BEARING EDGE / INTERMEDIATE PURLIN 116 -NO HOLES IDENTIFIES THE BU(LO:NC IFUIrrH CODE SKINNING SEALANT STITCH FSNR RAKE CHANNEL ROOF/WALL PLANE AND BAY 3/8 CONT BEAD (80260) AT ENDS 1 PER PURLIN AND RC o 6 1/4 PURUNS 3/18 1/14 TAPE MASTI 38 COVERAGE I PER SPACING flGH9� Q 8 1/2 PURLINS (80390) CONT EACH 6 1' INTERIOR SKINNING SEALANT 1/4-14 x 7/6 12-14 X 1 1 4 ROOF RCH=. O 11 1/2 PURUNS EAVE GUTTER SIDE OF CLOSURE LAP END BAY END DAY BAY MEMBER DEPTHS 12 sMDORT 2 1/S I 2 1/2 / RCD481 111,P EJ(TERDR 1 3/7a (170280) ROOF STITCH F5NR STRUCT FSNR SEE FDR STD PATTERN 111AUCT FSNR/4 ROOF I _ (EC-) 1 -D BO 30 40 6 1/2 B i/2 SUpFAGE 3 PER FOOT 1 1 ^6 21 31 41 6 1/E'. B t/2 -j- AT ENDS 2 PER Fpm 1 U. S x 7/8 OUTSPANE OE CLOSURE 7 1/q-14 x 7/8 1 C0483 WALL STITCH FSNR PANEL RIB (80140) 2 -0 BB 32 42 6 1/2 B 1/2 11 1/2 2 31/32 ONLY CUT THE HOLE IN THE SEE FOR ALSO PATTERN o 1 -O 0 C DO NOT FASTEN 1/4-14 x 7/8 VEE HIS 80302) WALL S7fiCH FSNR � I 7 INSULATION ROOF PANEL UROE ENOUGH ® BUILDING EAVE PURLIN MUST BE ROOF STITCH FSNR ( 1-0 cc 3 -0 24 34 44 6 1/2 B I/B 11 1/2 RETAINER (4334_) TO ALLOW FOR THE FLANGE PANEL SIDELAP OUTSIDE CLOSURE FREE TO ROLL 1 PER STRAP RPR (60130) RPR WALL PANEL CD4Bz PR / VR 4 -D 26 36 46 6 !/B B L/2 11 1/2 ON THE UNDERSIDE OF THE SEE FOR ICE DAMMING PATTERN PANEL RIB (80140) AND 1 PER FOOT WALL PANEL VENT BASE VEE RIB (B 352 WALL PANEL RPR {80730) SECONDARY PUNCH PATTERNS EN51A1 PR ROOF & PR RPR WALL PANELS EN52Ai 6 1/2 GIRTS PURLINS EN5381 APEX 20 VENTILATOR FR—A 1-2 B-11 NOTES RCOOAi PANEL RIB ROOF RC03B1 PANEL RIB ROOF FSNR PATTERNS RC04B1 PANEL RIB ROOF RAKE TRIM RC30B1 PANEL RIB _W1 SAVE GUTTER RC32B8 PANEL RIB HIGH EAVE TRIM RC35B1 COMMON GENERATED MARK NUMBERS PANEL RIB ROOF ON SLOPEPANEL SIDELAP STANDARD ALL PURLINS AT PR VR OR RPR WALL THRU 2 12 NOTCHED PANEL RIB WALL PR VR OR RPR WALL ovum R v/114= wx1Am A ae/wIMS 1a•am m/alnmt wnatw A _ 1zr / P R MSU(" I/I•/zale 1xmR1Vr a 1•/Ax/RfLb RCalnw It ax/xI/xaal RalaxlVil A m/]t/zme RIRIRH R to/aaml tcaeRt• N ant/aam RAKE FASCIA FASTEN CORNER CAP W/ (8) EAVE 01i7TEt (ED-) SEE RC39A1 FOR GUTTER STRAP ACTUAL PR RIB RAKE FASCU ATTACHMENT SLOPE AUONMTNTACITOI SLR VALLEY FLASHING (RKF-) PDP RIVETS - CO 12-14 x 1 1/4 (RKF-) HIP MAY VARY HARD RUBBER CLOSURE (AVF-) NOT FASTEN FACE IA CAP ROOF SERUCT FSNR FROM THAT SHOWN 3115 x 2 1/2 PLUG (FRCP) O HIGH SIDE FASCIA 1 PER STRAP Q LO4EIW PANEL PIA FILLER OOC_ TAPE MASTIC (BO335) BIRO STOP (851) (RRF1) FASTEN IN GAGE ANGLE ROOF HEIGHT CHANGE •VALLEY FLASHING UP VALLEY FLASNINCS 3 PLACE W/ 4 POP FASTEN IN PUCE BEAL FASCIA TO CORNER DOWNSPOUT STRAP CUT AND TAB HOLE IN GAC1D40 FIASHtNO ACF- 12-14 x 1 1/4 �—) AND FASTEN WITH W/ 4 POP RIVETS CAP WITH BRONZE RNflS TUBE SEALANT (80507) (DSII) FASTEN TO EAVE GLTTTEt (EG-) 4 ( (STR�DRT (6TR3) /� VALLEY FLASHING {vLF} S.S ROOF STRUCT (4) 12-14 x 1 1/4 STRUCT WALL PANEL WITH SEAL NIPPLE TO OUTTER Z 1 1/4-14 x 7/8 ROOF STITCH / FSNR RC71B /18 x 2 1/2 TAPE F5NR WALL STITCH FSNR CONNECTION WITH BRONZE FSNR 6 O C 71 J/1$ z 2 1/2 GlpH SIDE CF MASTIC (80335) BEND TAB TUBE SEALANT (80507)HALVES OF STRAP /4-14 x 7/eGUTTER CLOSURE / A 3/16 x 1/4 TAPE MASTIC GDC-) PE MASTIC FASTEN IN A(DST1) TOGETHEROOWNSPOI]T NIPPLE Roof STRQH FSNRCONE (ea39D) • (eo335) PW/ 10 POP HIGH SAVE FASCIA (DNI) FASTEN IN 1 PER STRAP RIVETS (OCFENDED 7D RAKE EAVE GLfiTER W/ WP TOP OF PURLIPANEL RIB !• PANEL RIB HARD FASCIA (COPE & TAB) \ B POP RIVES 3116 x 7/8 TAPE ROOF t�\ & RUBBER CLOSURE i PERMASTIC (80349) a \ PLUG (PRCP) �•� FLA, CDRNEfl � 10 5ELTSON ELF I CN TOP OF �*� N C710 `\ HELD CUT CAP (PCCI) OR -� METAL DR PLASTIC DOWNSPOUT II STRAP r13f METAL CORNER a SEAL INSIDE CORNEA CAP R1) CUTTER OITITEFt 1� 4 CAP CLOSURE AS RET1'D CAP (III !\ PERIMETER OF (MCCI) DR (PCCI) \ I I I CLOSURE W/ CUT AWAY BRONZE TUBE CUT AWAY A sup1T AREA SEALANT SHADED AREA (eG5D7) 45 45 A -A 1-•- EAVE CURTER (EC-) _:L I �_ NOTCH DETAIL NOTCH DETAIL A -A A -A NICH SIDE SAVE FASCIA (RKF- OR PEAK FASCIA PKF-) DOWNSPOUT ELBOW COE-) FASTEN TO DOWNSPOUT W./ 2 RIVETS DOWNSPOUT (OS-) FASTEN TO DOWNSPOUT NIPPLE W/ 3 POP RIVETS SEE ERECTION OWGS FOR QUANTITY OF DOWNSPOUTS EAVE GUTTER CORNER ASSEMBLY RC38A1 HIGH EAVE CORNER ASSEMBLY RC38AJ DOWNSPOUT ASSEMBLY RC38F1 ALL SYSTEMS ALL WALL SYSTEMS (SSR & PANEL RIB ROOFS) ALL SYSTEMS "="TVA R 11111] m! RCS94M N 01/0E/70a/ s-.+nv, a nm.nTa NOTE NO CUP REWD UNLESS NOTED LAPP EOL : MUST BE INSTALLED BDL ON FRAME CROSS SECTION IN THE OUTERMOST SET OF HOLES 11/4F is 4 ENDRAY ROOF PURUN PURLIN CUP PG1 O 6 1/2 ) BOLTED EPC2 C 61/2') WELDED EPC3 C B 1/2 ) WELDED STANDARD LOW EAVE PURUN STRAP UNDER _ 11111 • I I ROOF PANEL W P 12-14 x 1 1/4 • I I --- -- --------- J -O O C S 5 ROOF °ERUCT �` • PANEL PH 0 / I NIP VALLEY BALKING FSNR `�PLATE (VPL9_) EAVE GUTTER (ED-) 4 LEG OF ANGLE EAVE NEXT TO MAJOR (EO-) RIBS AND 3 0 C RICH SAVE W1Rp RJITAC PANEL CLOSURE GUTTER III IO VALLEY BACKING SEAL UP WITH 1/4-1 x 1 1 4 12-14 x t 1/4 RQOF CLOSUR PUTS (VPC_) TAPE MASTIC ANGLE (PCA-) (FRCP) SEE 1571 A3 FOR FRAMING (60349) STRUCT FSNR 55307) STRUCT2O.FSNR WEA311 � B (VL SHINC DETAIL 1 PER PURLIN 12 O.0 / FIELD FABRICATE APE MASTIC GUTTER JOINT COVER (80349) PANEL RIB GUTTER IRC39A2 PANEL RIB ROOF HT CHANGE RC52B1 PR EAVE GUTTER EXPANSION JOINT RC6166 PANEL RIB VALLEY FLASHING RC71B1 PANEL RIB AT VALLEY RC7189 PANEL RIB VALLEY FLASHING RC7iBB VALLEY FLASHING (SLR Or PR) RC71EA STRAP ATTACHMENT BLANKET INSULATION FOR BUILDING OVER 160 IN LENGTH PLAN VIEW VALLEY CAP END SPLICE DETAIL RcyuvU R a2ral/20TH Scuetw R mAllnaa awtern X m/a1/®1 Rv •.enV+ IS 11/mnOm Ra7191V1 A HA11/20m �I1x1n R II/m/a wcmxm R 11/m/)Cm SLOPE itcITa1 II BCI dh2 GR IM r cBA1 PURUN CUP STANDARD LOW NOTE WHEN INSTALLING ROOF I � HGl HG2 OR BCJ ((EPC2 O B t 27 WELDED SAVE PURLIN 1 PANELS REMOVE ANY HACKING PLATE SLOPE WALL LITE (P01 C 8 1/2`} BOLTED LOW I FASTENERS THAT OCCUR UNDER THE ACTUAL CUP CONFIGURATION 1/4-14 x 7/8 ROOF S1TTC11 (( EAVE AND PURUN IOCATK O MAY AND 1 PER GIRT SPACE �I LINER RIB EPC3 0 8 1/27 I FLIT Of THE PANELS AND FR IA 71MT plowM FSNR 7 PER SUPPOR- EAVE - 1/4-14 x 1 1/4 + 1 v 12-14 It 1 1/4 PR VR OR RPR F NOTE A CONC FSNR MUST BE LOCATED SIRUCT FSNR (55307) AT �� ROOF STRUCT WALL I LESS THAN 8 FROM EACH END OF THE CRIMPED BASE NOTE A CDNC FSNR MUST BE LOCATED EACH PURUN FSNR (57407) BASE MEMBER PANEL RIB WALL LESS THAN 6 FROM EACH END OF TH7 _PANEL 2 PER FOOT 3/16 x 1/4 TAPE MASTIC (80390) OA5E MEMBER A I ® \ - I JCP052050 --- \ +�! I SECTION AT UP _� 12-14 x 1 1/4 P01 CLIP (BOLT -ED PCT CUP (MOLTED) C CCI CUP (WELDED) I WALL STRUCT FSNR 12-14 z I i/d ( } BASE ANGLE (BAtJ �y EAVE OR SHOWN MAY DE 1 VALLEY BACKING RAKE MEMBER PALL RIB WALL gip? I PER FOOT O PANEL RIB WALL STRUCT BASE NC (80? BG2 OR BGS) M • CC1 CLIP WELDED REFER TO CROSS SECTION � � � � VP205 POP RIVET PANEL RIB BD130} 2 PER FOOT OR CONC[iU,ID BASE {CBA) Ir PUTS (WL_) WALL LITE 1 PER FOQT' O YR k RPR FSNR 1 REFER TO CA055 SECTIONNSIDECLOSURE '', • S i PER SUPPORT AND BASE ANGLE (BAA) u VEE RIB (BQJBOl FINISH OF e PGI OR ______ � 1 PEA GIRT SPACE PPR PANEL (60140) SHOWN MAY BE OR TOP OF PANEL RID BASE GIRT (BG1 BG2 OR OG3) EPS MEDIATE WALLTIE OR CONCEALED BASE (CBA) a � SEE bRAWINC CURB WALL ® ® RAKE BEAM e� ¢ 1APAND FASTEN AT 4 VALLEY BACKING PLATES 5 V�FY SIDE L FOR I,� GIRT 1/2 !\ h JCP054050 O O FRAME W/ 1/4-14 x 1 1/4 STRUC + CLIP SIDE UP DETAIL N � R \' \•`' FSNR (55307) '�� HAUNCH �I �' 12-14 x 1 7/4 -FINISH FLOOR OR '.. FLANGE BRACE RAKE REAM MEMRER HIGH VALLEY ROOF STRUCT BASE TOP OF CURB WALL {FB-) OR (518-) MAY BE DACE ��� EAVE RAFTER FSNR (57407) NOTE WHEN R I5 NECESSARY TO ATTACH TRIG TO THE WALL UTE TRIM OR PLATE BEAM HIGH 2 PER FOOT SUBSTITUTE VP205 POP RIVETS IN PUCE OF THE STANDARD CONCRLTE FASTENER CpNCRETE FASTENER NOTE NO CUP REq'O UNLESS NOTEC EAVE FASTENERS (BT-) 24 0 C (BY BUILDER) 24 0 C (BY BUILDER) ON FRAME CRDSS SECTION PANEL RIB PURLIN CONN AT INTERIOR FRAME RSOtA1 PURLIN CONN TO END FRAMEFR—s-5-2—All WELDED LOW EAVE PURLIN (INT FRAME) WELDED LOW _EAVE PURLIN RS11A2 VALLEY FRAMING IRS71A3 VALLEY FRAMING RS71A4 PANEL RiB WALL LITE WALL PANEL WA04A1 PANEL RIB WALL LITE WA04A2 BASE OF WALL ATTACHMENT C01A3 BASE OF WALL ATTACHMENT WC01 D1 6 1/2 OR B 1/2" CONTINUOUS PURLINS 6 1/2 OR B i/2" CONT 6 1/2 OR 8 1/2" PURLINS (0 S GIRTS) P & B END FRAME (6 1/2 OR B 1/2" PURLIN) PLAN VIEW PURLIN CLIP ATTACHMENT FASTENER PATTERNS SIDELAP CONDITIONS PR VR OR RPR W/ BASE TRIM CRIMPED BASE PANEL RIB WALL IIm U1V11 A 0.11&t= MUNI I 11/27/m RSI IAInI A 01/14,`20011Rel Are A GOP 1/2001 FIR 11p3/aroR RIItAtN R mnrn>a1 10I a1/21/I= wvxAm R oV1Pnm1 IR.vuv.• R mn1/mm rcotnty/ N whlPrDm NOTE FIELD BEVEL CUT J _ 1/4-14 x 7 8 WALL STITCH 1 1 4 VEE RIB & RPR WALL PANELS PR VR h RPR - 1/4-14 x 1 I/1 FSNR 1 PER SUPPORT EAyE pR INSIDE CORNER 1/4 14 x 7/8 WALL STRUCT FSNR AT �' 1 AND 1 PER GIRT SPACE RAKE MEMBER BOTTOM Or FLESHING (ICF-) WALL STITCH 1 -0 0 C (55307) RAKE BEAM 1 4-14 x 7 $ EAVE PURUN I 12-1+UC x 1 1/4 WALL GIRT FILLER INSIDE CLOSURE ��- LtNER TRIM / FSNR CME ANGLE @ PANEL RIB (80130} (NLi-) / STRUCT FSNR AT ANGLE 2 EXCEEDS REQ'D WHEN SPADE HOOP SHEET WP I WALL STITCH (GFA-) EXCEEDS 0 -0 _� 1/4-T4 x 7/6 I -0 O.0 FSNR 1/4-14 x 7/6 WALL r I 1 -0 O.0 I. WALL STII PANEL (OAC1040) VEE (10 (60360) I NOTE LINER PANEL 12-14 x 1 1/4 ' FSNR Ill RIB RPR (80140) i (C D1060) I MAY REQUIRE FIELD 1-0 0 C STITCH FSNR AT i 1 -01 (STR3071 FSNR n 1 -D O.0 iI; WALL 1/4-14 x 7/13 CUTTING UNDER I I 4 PER ANGLE 12-14 x 1 1/4 � II WALL STITCH FSNR I t/a-ta z 7/8 WALL RAKE BEAM CEILING UNE INTERVECLATE T -o Oc 12-14 x 1 1/4 WALL —r I I WALL SRUCT WALL GIRT - {' / 3/18 x 1/4 TAPE EAVE PURUN STITCH FSNR AT C PANEL RIB ONLY STRUCT 12 FSNR AT I FSNR III I MASTIC (130390) ( 1 -O 1 -Q D C -�~ �- LINER TRIM 2 PER FOOT D ROOF HEIGHT ( I CONT BOTH CHIC FLASHING I (HLT-) LINER I (�------�---- --� Ij I SIDES OF CLOSURE I PANEL I I (RCF-) 12-14 x 1 1/4 WALL ( 1/4-14 x 1 1/4 FLANGE BRACE I I 12-14 x 1 1/4 WALL TRIM ANGLE I STRUCT FSNR AT I I STRUCT FSNR AT (FB ) OR 12-14 x 1 t/9 12-14 x 1 1/4 111 STRUCT FSNR 3/18 x 1/4 TAPE CIA-) 1 -0 0 C ( I 1 -0 O.0 (55307) (SER-) I WALL STRUC7 WAIT STRUCT FSNR II 3 PER FOOT S PR I 1/4-14 x 7/B WALL �I ( I PER FOOT I VR MASTIC (60390) Wi4-I4 x 1 T/4 I STITCH FSNR Al I I FSNR 2 PER FOOT O PANEL RIB Q III @ PANEL f I PEA FOOT C RPR UCT FSNR AT I I a 1 PER FOOT 1 PER FOOT O VR & RPR \ RIB 1-0 O C, .i4� BOLTS AT INT GIRTS II tYAtL BOTTOM OF 1 -0 O C (55307) 1 1 f2 ROOF SHEET I 12-14 x 1 1/4 WALL I I TRIM ANGLE GIRT OUP I 1 S)RUPT FSNR AT I JAMB TRIM GAVE TRIM I (TA-) d BASE MEMBER I 1 -0 O.0 (OC$G) I, ( (ET-) 14 I E5 COLUMN W P I I 12-14 x 1 1/4 WALL 12-14 IS 1 1/4 1/4-14 IS 7/13 ROOF 12-14 x 1 1/4 WALL SIDEWALL OR STRUCT FSNR AT WALT STRUCT PR VR OR RPR QUTSDE CORNER STITCH FSNR STRUCT F5NR AT ENDWALL COLUMN 11-0 O C FlAHNG (CT-) 1 -0 0 C FSNR FOOT PANEL SIDELAP WALL 1/4-14 x 1 1/4 STAUCT 6 O.0 FSNR (55307) 12-14 x 1 1/4 ROOF I LINER PAN0. I ZEE GIRT SHOWN I PER PURUN STRUCT FSNR � I BOLTS 12 0c �. LINER PANEL LINER PANEL I CEE GIRT SIMILAR 4 PANEL RiB WALL WC04APANEL RIB RDOF HIGH EAVE WC13A1 OUTSIDE CORNER TRIM WC2OAi INSIDE CORNER FLASHING WC21A1 BASE OF WALL ® RF HT CHG WC55A1 LINER PANEL ATTACHMENT WC61A2 LINER PANEL ATTACHMENT WC61A3 LINER PANEL ATTACHMENT 7C61A8 LINER PANEL ATTACHMENT FW_C_6_1_AB_1 GiRT CONN AT COLUMN FASTENER PATTERNS I PR VR OR RPR WALL AT STD EAVE PURLIN PANEL RIB WALL PANEL RiO WALL PR, VR & RPR WALL (NON -ICE DAMMING) LOW EAVE W/ SSR OR PR ROOF FULL HEIGHT AT ENDWALL (85' OUTSET) TRIM AT COLUMN INSET WALL HIGH EAVE WITH CEILING LINER (PR ROOF) 6 1/2 INSET GIRTS rn, 10IR WAIJ,`M" xc11ASW AS 511/31/21MG IIQCAiw R m/e1/]0a1 x17fA1V] A CLJA31 m. 1RaeAit• R mAlnlxa Ixal LATH R aa/II/z IIm1Am A a1/zr/20a1 11p1,/t•] A a1/u/Rm. xmlt A mynm• xe0tmvt A m/01CAmI FICLO LOCATE AND DRILL (2) 9/16 HOLES""d=.` IN WALL GIRTH •� LI117 CORNER !UP (GCc-) GIRT INSIDE CORNER CONNECTION ,WS14D2 WITHOUT CORNER POST 1IR IMMrZ a1 THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP THiS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS IT 18 PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING VP Buildings 3200 Players Club Circle Memphis TN 38125 REV I DATE I BY I DESCRIPTION NTS SHIN J u9 �.� CC85�J9 f ung c11/1� `� 1 T� Oi- CAlit �r Expires June GO, 200DO PERMIT SET- For Building Dept. Approval, BUILDING SED'S BUILDER Modern Building C CUSTOMER Smuckers LOCATION Chico, California PROJECT Smuckers Conveys BUILDERS PO# 10/17/2008 17 03 20 FILENAME Smuckers C VPC f. JOBNO 08-20171 DATE VP BUILDINGS 10/17/2008 VARCO PRUDEN DRAWNiCHECK A SlueScope Steel Company PAGE Gl VPC VERSION 7 1 a 45 1011712008 17 07 13 FILENAME Smuckers C VPC ROOF STRUCTURAL FASTENER MARK ASH GRAY WALL STRUCTURAL FASTENER NUMBER COLOR PANEL CLOSURES 12-14 X 1 114" SS SCOTS (TEKS12) WITH WASHER 57803 ASH GRAY 12-14 X 1 114" CARBON (TEKS12) W/O WASHER 57806 CLASSIC BEIGE 57827 JADE GREEN MARK COOL COLONIAL RED MARK LEAF GREEN MARK COOL DARK BRONZE MARK MATTE BLACK MARK COOL REGAL WHITE NUMBER COLOR NUMBER COLOR NUMBER COLOR NUMBER COLOR NUMBER DESCRIPTION 57407 ARTIC WHITE 57421 FOREST GREEN 56467 ARTIC WHITE 56481 FOREST GREEN 80130 3, INSIDE PANEL RIB CLOSURE 57403 ASH GRAY 57426 HEMLOCK GREEN 56463 ASH GRAY 56486 HEMLOCK GREEN 80140 Y T OU SIDE PANEL RIB CLOSURE 57406 CLASSIC BEIGE 57427 JADE GREEN 56466 CLASSIC BEIGE 56487 JADE GREEN 80360 3' INSIDE VEE RIB CLOSURE 57415 COOL COLONIAL RED 59462 LEAF GREEN 56475 COOL COLONIAL RED 56471 LEAF GREEN 80362 3' OUTSIDE VEE RIB CLOSURE 57416 COOL DARK BRONZE 57422 MATTE BLACK 56476 COOL DARK BRONZE 56482 MATTE BLACK 80356 1611 IN - 6 SIDE STRAN LOK CLOSURE 57417 COOL REGAL WHITE 57409 PATRICIAN BRONZE 56477 COOL REGAL WHITE 56459 PATRICIAN BRONZE 80358 16"T - OUI SDE STRAN LOK CLOSURE 57418 COOL SIERRA TAN 57423 REGAL BLUE 56478 COOL SIERRA TAN 56483 REGAL BLUE 80140T INSIDE D 3 NSI E RPR PANEL CLOSURE 57419 COOL WEATHERED COPPER 57424 TAHOE BLUE 56479 COOL WEATHERED COPPER 56484 TAHOE BLUE 80130 3' OU TSIDE RPR PANEL CLOSURE 57420 COOL ZINC GREY 57425 TERRA COTTA 56480 COOL ZINC GREY 56485 TERRA COTTA 80135 SSR FOAM INSIDE CLOSURE 57401 EGYPTIAN WHITE 59464 ZINC GRAY 56451 EGYPTIAN WHITE 56473 ZINC GRAY 80136 SSR HARD RUBBER INSIDE CLOSURE 57400 GALVALUME 56461 GALVALUME POP RIVETS ROOF STRUCTURAL FASTENER 12-14 X 1 1/2" SS SCOTS (TEKS12) WITH WASHER MARK ARTIC WHITE MARK ASH GRAY NUMBER COLOR NUMBER COLOR 57807 ARTIC WHITE 57821 FOREST GREEN 57803 ASH GRAY 57826 HEMLOCK GREEN 57806 CLASSIC BEIGE 57827 JADE GREEN 57815 COOL COLONIAL RED 57812 LEAF GREEN 57816 COOL DARK BRONZE 57822 MATTE BLACK 57817 COOL REGAL WHITE 57809 PATRICIAN BRONZE 57818 COOL SIERRA TAN 57823 REGAL BLUE 57819 COOL WEATHERED COPPER 57824 TAHOE BLUE 57820 COOL ZINC GREY 57825 TERRA COTTA 57801 EGYPTIAN WHITE 57814 ZINC GRAY 57800 GALVALUME 1/4-14 X 718" SS SCOTS (TEKS/1) WITH WASHER ibARK ARTIC WHITE -r ASH GRAY NUMBER COLOR NUMBER COLOR 607 67ARTIC WHITE 57612 j GREEN 57603 ASH GRAY 57609 PATRICIAN BRONZE 57606 CLASSIC BEIGE 57623 REGAL BLUE 57615 COOLA r 57624 TAHOE , 57617 COOL REGAL WHITE 57625 TERRA COTTA 57618 COOL SIERRA TAN 57614 . - ZINC GRAY 57601 EG- ,,, GALVALIUME ROOF STITCH FASTENER 114-14 X 1 118" SS SCOTS (TEKS/1) WITH WASHER MARK ARTIC WHITE MARK ASH GRAY NUMBER COLOR NUMBER COLOR 57657 ARTIC WHITE 57671 FOREST GREEN 57653 ASH GRAY 57676 HEMLOCK GREEN 57656 CLASSIC BEIGE 57677 JADE GREEN 67665 COOL COLONIAL RED 59402 LEAF GREEN 57666 COOL DARK BRONZE 57672 MATTE BLACK 57667 COOL REGAL WHITE 57659 PATRICIAN BRONZE 57668 COOL SIERRA TAN 57673 REGAL BLUE 57669 COOL WEATHERED COPPER 57674 TAHOE BLUE 57670 COOL ZINC GREY 57675 TERRA COTTA 57651 EGYPTIAN WHITE 59404 ZINC GRAY 57650 GALVALUME WALL STRUCTURAL FASTENER 12-14 X 1 112" CARBON (TEKS/2) W/O WASHER MARK ARTIC WHITE MARK ASH GRAY NUMBER COLOR NUMBER COLOR 56667 ARTIC WHITE 56681 FOREST GREEN 56663 ASH GRAY 56686 HEMLOCK GREEN 56666 CLASSIC BEIGE 56687 JADE GREEN 56675 COOL COLONIAL RED 56671 LEAF GREEN 56676 COOL DARK BRONZE 56682 MATTE BLACK 56677 COOL REGAL WHITE 56659 PATRICIAN BRONZE 56678 COOL SIERRA TAN 56683 REGAL BLUE 56679 COOL WEATHERED COPPER 56684 TAHOE BLUE 56680 COOL ZINC GREY 56685 TERRA COTTA 56651 EGYPTIAN WHITE 56673 ZINC GRAY 56661 GALVALUME WALL STITCH FASTENER 114-14 X 7/8" CARBON (TEKS/1) W/O WASHER MARK ARTIC WHITE MARK ASH GRAY NUMBER COLOR NUMBER COLOR 56567 ARTIC WHITE 56581 FOREST GREEN 56563 ASH GRAY 56586 HEMLOCK GREEN 56566 CLASSIC BEIGE 56587 JADE GREEN 56575 COOL COLONIAL RED 56971 LEAF GREEN 56576 COOL DARK BRONZE 56582 MATTE BLACK 56577 COOL REGAL WHITE 56559 PATRICIAN BRONZE 56578 COOL SIERRA TAN 56583 REGAL BLUE 56579 COOL WEATHERED COPPER 56584 TAHOE BLUE 56580 COOL ZINC GREY 56585 TERRA COTTA 56551 EGYPTIAN WHITE 56573 ZINC GRAY 56561 GALVALUME THE VP ENGINEER'S SEAL, APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TO ANY DESIGN OR PER- FORMANCE REQUIREMENTS SPECIFIED BY VP THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING 118" DIAMETER ALUMINUM RIVET (250 PER BOX) MARK NUMBER COLOR 55261 ARTIC WHITE 55267 ASH GRAY 55262 CLASSIC BEIGE 55269 COOL COLONIAL RED 55286 COOL DARK BRONZE 55287 COOL REGAL WHITE 55288 COOL SIERRA TAN 55289 COOL WEATHERED COPPER 55290 COOL ZINC GREY 55260 EGYPTIAN WHITE BULB TITE STRUCTURAL BLIND RIVET MARK NUMBER COLOR 55181 ARTIC WHITE 55160 ALUMINUM TUBE SEALANT MARK NUMBER DESCRIPTION 80260 WHITE SKINNING 80265 GRAY SKINNING TAPE MASTIC MARK NUMBER 80069 80335 80345 80347 80349 80390 VP Buildings 3200 Players Club Circle Memphis TN 38125 REV I DATE I BY I DESCRIPTION NTS MARK NUMBER 55291 55296 55297 55283 55292 55265 55293 55294 55295 55285 MARK NUMBER 55185 MARK NUMBER 80270 80507 DESCRIPTION 3/16" X 2" X 25' ROLL 3/16" X 2 112" X 20' ROLL 3116" X 7/8" X 28" BOX OF 100 200 LINEAL FEET OF COVERAGE PER BOX 3116" X 7/8" X 9" (50) AND 3" (150) BOX 100 LINEAR FEET OF COVERAGE PER BOX 3116" X 7/8" X 40' ROLL 3/16" X 114" X 40' ROLL COLOR FOREST GREEN HEMLOCK GREEN JADE GREEN LEAF GREEN MATTE BLACK PATRICIAN BRONZE REGAL BLUE TAHOE BLUE TERRA COTTA ZINC GRAY COLOR PATRICIAN BRONZE DESCRIPTION WHITE NON -SKINNING BRONZE SKINNING {c ,51IN� '��%�, C1,0 Explras June 30, e5n'_1 PERMIT SET- For Building Dept. Approval, Common Warehouse Partmarks BUILDER Modern Building Compa CUSTOMER SmuckerS LOCATION Chico, California PROJECT Smuckors Conveyer BUILDERS PO# 10/17/2008 17 07 14 FILENAME Smuckers C VPC JOBNO 08-20171 fVP2ILDINGS DATE 10/1712008 DRAWN/CHECK RH VA.RCO PRUDEN A BlueScope Steel Company VPC VERSION 71 a PAGE 47 DESIGN MEMBER DEPTH E FRAME CROSS SECT18 ` I OR CLIP. 1 1 /"" CC0 2 - 5 3/18 & 104 WE 4 - B 5/16 - 1/2 VYEB 1/21 CJP * DENOTES 2'A' ROWS CUT ROWS 1 OR CLIP HAUNCH / COLUMN CDNNECTICN TYP. FLAME CONNECTION INTERIOR COLUMN �Yllt+�;1 DENOTES 2F ...-% I I I..., f CX-) OR (ICX-) ! I� TYPICAL BASE PLATE CONNECTION BASE PLATE TO COLUMN MAY BE STRAIGH7 PLATE u OR CJP, v STCH 1 1/2N-3 (look VVE� 2-S/15&1/4WEH 4-S /15-1/2WE8 LOW SIDE HAUNCH CONNECTION FACE BOLTED 'r DENOTES 21/x" OR CLIP vSTITCH 1 1/2' - 3 (10 GA. ZEB2 - 5 (3/111/4 4 - B 5/18 -- 1/2 WEB HIGH SIDE CONNECTION FACE BOLTED ROWS I IN 1 A I v BEAM MAY BE TAPERED DESIGN MEMBER DEPTH DENCTES 2A0 `<!P ICJP OR C4P •-•�,I ' I•••I (TCX-) OR (PDX-) TUBE DR PIPE BASE PLATE CONNECTION BASE PLATE TO COLUMN THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VP AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP THE VP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP ` EXCEPT TO ANY DESIGN OR PER- # FORMANCE REQUIREMENTS ^N SPECIFIED BY VP w. �.: OR PIPE COLUMN 30M SHOP SPU C E S E PLA -IE OR OJP * DENOTES 21h" RIDGE CONNECTION BOLTED FLANGE CHANGE CONNECTION SPLICE * DENOTES 2V V IV ■' SPLICE CONNECTIDN RANDOM SHOP SPLICE SHOP SPLICE FLANGE PLATE GENERAL NOTES LIG HT GAGE WELDS -- 1 SEE FRAME CROSS SECTION FOR BOLTING SHAPES PRODUCED FROM DOUBLE CEE LIGHT CAGE MATERIALS SHALL BE JOINED 2Y PLATE THICKNESS AND NUMBER OF ROWS INTERMITTENT GROOVE WELDS DOWN BOTH SIDES OF THE MEMBER.. THE WELDS INT OUT AND IN SHALL BE 2" LONG AND LOCATED NO FURTHER APART FROM THE SPACING SHOWN WEB P LATEIN THE TABLE IN ADDITION 710 THE REQUIRED INTERMITTENT WELDS THE FIRST 2` 2. MIN. BOLTING PLATE WIDTH - FLANGE SIZE AT EACH END OF THE MEMBER SHALL BE JOINED BY 2' OF' WELD (5" MIN.) 3, BOLTS AT a GUAGE TYPICAL,. 4. SIZE OF WELDS UNLESS NOTED ARE Li MIN. U BASED ON MATERIAL THICKNESS RANGE THICKNESS 3/16' 1/4' 5/16' 1 3/0' 1 1 If I 5/8" 1 3/4'1 1" 1 1/B" 11 1/4' 1>1 1/4 SPACING TABLE MEMBER LENGTH MAX. SPACING OF 20 WELD < 6, L In, 6 > 6 - < 12 12- i Z Z-187 24 Z 18'-<24' 36" > 24 48IF t� � {r i' / 1/8' 1/8` 1/8` 1-1 /b" i /B' 1/8' 3/1 g` 3/1 S' 3/16' 3/18" 3/18-1 �� i i /s ii Exrx=s.�rna�►„-��LESS 1/4' 1/8' I)8` 1 /8” 1/8' 1/8' 1/8' 3/16' 3/15" 1/4" 11V 1/4- TYP 3 5/16' 1/8* I/6" 3/16" 3/19"" 3/1 C 3/1 E• 3/16' 3/16' 1/4" 1/C 5/1 B- i 1 8' 11W 3/16" 3/16' 3/1 B" 3/1 Ir 3/161 3/18' Ile 1/2' 1/8' 1/V 3/18 3/16` 3/16' 3/16 3/16 3/16 1/4` 1/4 5/16' 3/18" 3/19" 3/1 B" 1/4' 1/4' 1/4' 1/4' l/4" 5/18' 3 4' 3/16` 3/18' 3/18" 3/16' 3/16" 1 4' 1 4' Ile 1 1/40 TYPICAL NOTES LIGHT GAGE WELDS TYPICAL SECTION THRU BUILT-UP MEMBERS THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS IT 18 PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VP BUILDINGS THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP ERECTION GUIDE$, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING VP Buildings 3200 Players Club Circle Memphis TN 38125 REVI DATE I BY I DESCRIPTION NTS 10/17/2008 17.07 1! PERMIT SET- For Building Dept. Approval MRD50 Drawing BUILDER Modern Building Company 088--2020 171 CUSTOMER Smuckers DATE LOCATION Chico, California VVPILDINGS 10/17/2008 PROJECT VARCO PRUDEN DRAWNtCHECK Smuckers Conveyer RH A BlueScope Steel Company PAGE BUILDERS PO# VPCVERSION 71a 48 FILENAME SmuckerS C VPC • ._ ,' -.ti,{