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HomeMy WebLinkAboutB16-0016�w IR (t L i BUTTE COUNTY JAN 07 2016 DEVELOPMENT SERV[C'ES PERMIT# /b-0 We - BUTTE COUNTY -DEVELOPMENT SERVICES REVIEWED FOR, CODE IVIPLIANCE DATE-- 13Y _ _ _ Fire Protection by Computer Design Diamond M Fire Protection 2400 Cattle Drive Road Corning, CA 96021 C-16 Lic. # 463104 530-824-3456 Job Name Bronson residence Building 1138 Location 75 Lava Rock Dr., Chico, CA System 1 Contract Remote 2 Heads Data File 1138.WXF �F1RE PRpTF Z( UALIFORNIA ):- C-16 z LIC. #463104 M Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r F-1 Diamond M Fire Protection Bronson residence HYDRAULIC CALCULATIONS for Project name: Broson Residence location: 75 Lava Rock Dr., Chico, CA Drawing no: 1138 Date: 12-15-15 C Design Remote area number: 1 Remote area location: Master Bath Occupancy classification: Residential Density: .051 - Gpm/SgFt Area of application: 256 - SgFt Coverage per sprinkler: Pendents - SgFt Type of sprinklers calculated: Tyco LF -II No. of sprinklers calculated: 2 In -rack demand. N/A - GPM Hose streams: 5 - GPM Total water required (including hose streams): 31.66 -GPM Type of system: Wet Volume of dry or preaction system: N/A - Gal Water supply information Date: 12-15-15 Location: Site Source: Name of contractor. Diamond M Fire Protection Address: 2400 Cattle Drive Road Coming, CA Phone number: 530-824-3456 Name of designer: EDC Authority having jurisdiction: Butte County Fire Department Notes: (Include peaking information or gridded systems here.) @ 61.76 - Psi Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 1 Date 12-15-15 Diamond M Fire Protection Page 2 Bronson residence bate 12-15-15 City Water Supply: Demand: C1 - Static Pressure 91 D1 - Elevation 5.630 C2 - Residual Pressure: 90 D2 - System Flow : 26.664 C2 - Residual Flow 600 D2 - System Pressure 61.762 Hose ( Demand ) : 5 D3 - System Demand :31.664 Safety Margin 29.234 150 140 130 P 120 R 110 E 100 C1 C2 S 90 S 80 U 70 D2 R 60 E 50 D3 40 30. 20 10 100 200 300 400 500 600 700 800 900 FLOW N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 lis ll Se" JLl i't li iiu:`v' Diamond M Fire Protection Page 3 2! Bronson residence bate 12-15-15 w� Fitting Legend Abbrev. Name '/, % 1 1% 1'/z 2 2'/2 3 3'/: 4 5 6 8 10 12 14 16 18 20 24 Ball B Ball Milw BB-SC100 2.25 2 2.5 2.25 10 Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N` CPVC 90'EII Harvel -Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 O' CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 1390' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors , of 120 except as noted with *. The fittings marked with a * show equivalent'lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. Al values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 PrvssLa e / Flow Summary - STANDARD Diamond M Fire Protection Page 4 Bronson residence Date 12-15-15 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 10.0 4.9 7.1 na 13.06 0.051 256 7.0 2 10.0 4.9 7.71 na 13.61 0.051 256 7.0 3 10.5 7.68 na 4 10.5 9.22 na 5 10.5 12.22 na 6 10.5 13.23 na 7 10.5 15.78 na 11 10.5 18.69 na - 12 2.0 27.64 na 5.0 13 -3.0 31.05 na 14 -3.0 51.84 na 15 -3.0 61.04 na 16 -3.0 61.76 na The ma)amum velocity is 12.31 and it occurs in the pipe between nodes 12 and 13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final. Calculations - Hazen -Williams Diamond M Fire Protection- Page 5 Bronson residence Date 12-15-15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 13.06 1.101 2N 14.0 10.750 7.100 K Factor = 4.90 to 150.0 R 1.0 15.000 -0.217 3 13.06 0.0309 0.0 25.750 0.796 Vel = 4.40 0.0 13.06 7.679 K Factor = 4.71 2 13.61 1.101 O 5.0 0.500 7.712 K Factor = 4.90 to 150.0 0.0 5.000 -0.217 3 13.61 0.0335 0.0 5.500 0.184 Vel = 4.59 3 13.05 1.101 O 5.0 8.333 7.679 to 150.0 0.0 5.000 0.0 4 26.66 0.1158 0.0 13.333 1.544 Vel = 8.98 4 -14.18 1.101 5N 35.0 59.170 9.223 to 150.0 O 5.0 46.000 0.0 5 12.48 0.0284 6R 6.0 105.170 2.992 Vel = 4.21 5 0.0 1.101 3N 21.0 90.170 12.215 to' 150.0 O 5.0 35.000 0.0 7 12.48 0.0284 9R 9.0 125.170 3.561 Vel = 4.21 0.0 12.48 15.776 K Factor = 3.14 4 14.18 1.101 4N 28.0 65.250 9.223 to 150.0 20 10.0 46.000 0.0 6 14.18 0.0360 8R 8.0 111.250 4.007 Vel = 4.78 6 0.0 1.101 N 7.0 53.670 13.230 to 150.0 O 5.0 17.000 0.0 7 14.18 0.0360 5R 5.0 70.670 2.546 Vel = 4.78 7 12.48 1.101 3N 21.0 4.170 15.776 to 150.0 0.0 21.000 0.0 11 26.66 0.1158 0.0 25.170 2.915 Vel = 8.98 11 0.0 1.101 2R 2.0 8.000 18.691 to 150.0 S 9.563 11.562 6.681 * * Fixed Loss = 3 12 26.66 0.1158 Fsp 0.0 19.562 2.266 Vel = 8.98 12 5.00 1.025 Ball 3.037 2.500 27.638 Qa = 5 to 150.0 0.0 3.038 2.166 13 31.66 0.2254 0.0 5.538 1.248 Vel = 12.31 13 0.0 1.051 3E 9.151 95.000 31.052 to 150.0 0.0 9.150 0.0 14 31.66 0.1996 0.0 104.150 20.791 Vel = 11.71 14 0.0 1.051 0.0 1.000 51.843 to 150.0 0.0 0.0 9.000 * * Fixed Loss = 9 15 31.66 0.1990 0.0 1.000 0.199 Vel = 11.71 15 0.0 1.528 T 9.372 10.000 61.042 to 150.0 Ball 2.929 12.301 0.0 16 31.66 0.0323 0.0 22.301 0.720 Vel = 5.54 0.0 31.66 61.762 K Factor= 4.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 tqro Fire Protection Products WorldwideI www tyco-fire.com Contacts RAPID RESPONSE Series LFII Residential Sprinklers . 4.9 K -factor Flat -Plate Concealed Pendent Wet Pipe and Dry Pipe Systems General Description The TYCO RAPID RESPONSE Series LFII Residential Flat -Plate Concealed Pendent Sprinklers (TY2524) are decora- tive, fast response, fusible solder sprin- klers designed for use in residential oc- cupancies such as homes, apartments, dormitories, and hotels. The Cover Plate/Retainer Assembly con- ceals the sprinkler operating compo- nents above the ceiling. The flat profile of the Cover Plate provides the optimum aesthetically appealing sprinkler design. Additionally, the concealed design of the Series LFII Residential Flat -Plate Con- cealed Pendent Sprinklers provides 1/2 inch (12,7 mm) vertical adjustment. This adjustment provides a measure of flex- ibility when cutting fixed sprinkler drops. The Series LFII Residential Flat -Plate Concealed Pendent Sprinklers are in- tended for use in the following systems: • wet and dry pipe residential sprin- kler systems for one- and two-fam- ily dwellings and mobile homes per NFPA 13D • wet and dry pipe residential sprin- kler systems for residential occu- pancies up to and including four sto- ries in height per NFPA 13R • wet and dry pipe sprinkler systems for the residential portions of any occupancy per NFPA 13 The Series LFII Residential Sprinklers have been designed with heat sensitiv- ity and water distribution characteristics IMPORTANT Always refer to Technical Data Sheet TFP700 for the `INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 6 proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. The Series LFII Residential Flat -Plate Concealed Pendent Sprinklers are shipped with a Disposable Protective Cap. The Protective Cap protects the sprinkler during ceiling installation or finish. After ceiling installation is com- plete, the Protective Cap is removed and the Cover Plate/Retainer Assem- bly is installed. Removing the Protec- tive Cap is required for proper sprinkler performance. Dry Pipe System Application The Series LFII Residential Flat -Plate Concealed Pendent Sprinkler offers a laboratory approved option for design- ing dry pipe residential sprinkler sys- tems, whereas, most residential sprin- klers are laboratory approved for wet systems only. Through extensive testing, it has been determined that the number of design sprinklers (hydraulic design area) for the Series LFII Residential Flat -Plate Con- cealed Sprinklers (TY2524) need not be increased over the number of design sprinklers (hydraulic design area) speci- fied for wet pipe sprinkler systems, as is customary for density/area sprinkler systems designed per NFPA 13,13D, or 13R. Consequently, the Series LFII Residen- tial Flat -Plate Concealed Sprinklers (TY2524) offer the features of non -wa- ter filled pipe in addition to not having to increase the number of design sprinklers (hydraulic design area) for systems de- signed to NFPA 13,13D, or 13R. NOTICE The Series LFII Residential Flat -Plate Concealed Pendent Sprinklers (TY2524) described herein must be installed and maintained in compliance with this doc- ument and the applicable standards of the National Fire Protection Association, in addition to the standards of any au- thorities having jurisdiction. Failure to do so may impair the performance of these devices. FEBRUARY 2014 The owner is responsible for maintaining their fire protection system and devic- es in proper operating condition. Con- tact the installing contractor or sprinkler manufacturer with any questions. Sprinkler Identification Number (SIN) TY2524 BUTTE COUNTY JAN 0 7 2016 DEVELOPMENT S/rE__RVIC'ES(II a(_0-�o110 TFP443 TFP443 Page 2of6 BODY SEALING (1/2" NPT) —_ ASSEMBLY AREA I WMER �I�SPRINKLER WRENCHING INS,CC , N., a �. I SUPPORT I ) 'p COMPRESSION CUP WITH I SCREW ROLL FORMED THREADS �— LEVER. GUIDE I I PIN SOLDER LINK i I I I ELEMENT GUIDE PIN HOUSING I I I li it DEFLECTOR (OPERATED DEFLECTOR 1 POSITION) SPRINKLER/SUPPORT CUP ASSEMBLY THREADINTO I I RETAINER SUPPORT WITH THREAD CUP UNTIL DIMPLES MOUNTING O O SURFACE IS FLUSH WITH CEILING EJECTION \ - SPRING i SOLDER--' COVER PLATE/RETAINER COVER TAB ASSEMBLY PLATE FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL FLAT -PLATE CONCEALED PENDENT SPRINKLER (TY2524) 2-1/2" DIA. (63,5 mm) 1/2" (12,7 mm) FACE OF 1/2" THREADED SPRINKLER NPT FITTING \ADJUSTMENT L 1-7/8"t1/4" (47,6 mm 1/8" GAP t6,4 mm) (3,2 mm) J COVER- SPRINKLER- MOUNTING RETAINER SUPPORT CUP 3/16" SURFACE ASSEMBLY ASSEMBLY (4,8 mm) WRENCH RECESS - i PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 2 W -TYPE 18 SPRINKLER WRENCH SPRINKLER - SUPPORT 011P ASSEMBI / OPERATE SPRINKLE COVER PLATE RETAINEI M L 7/8" (22,2 n 1-1/8" (28,6 3-3/16" DIA. / DISPOSABLE DEFLECTOR IN (81,0 mm) TIP PROTECTIVE CAP OPERATED POSITION FIGURE 3 RAPID RESPONSE SERIES LFII RESIDENTIAL FLAT -PLATE (TY2524) INSTALLATION DIMENSIONS/PROTECTIVE CAP/ACTIVATED DEFLECTOR Technical Data Approvals UL and C -UL Listed The TYCO RAPID RESPONSE Series LFII Residential Flat -Plate Concealed Pendent Sprinklers are only listed with the Series LFII Concealed Cover Plates having a factory -applied finish. These Cover Plates and their part num- bers can be found in the Ordering Pro- cedure section at the end of this data sheet. For details on approvals, refer to the De- sign Criteria section. Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K = 4.9 GPM/psi'/2 (70,6 LPM/barll� Temperature Rating Sprinkler: 160°F (71°C) Cover Plate: 139°F (59°C) Vertical Adjustment 1/2 inch (12,7 mm) Finishes Refer to the Ordering Procedure section. Physical Characteristics Cover Plate/Retainer Assembly: Cover Plate ..................... Copper Ejection Spring............ Stainless Steel Retainer ........................ Brass Sprinkler/Support Cup Assembly: Body........................... Brass Cap........................... Bronze Saddle .......................... Brass Sealing Assembly .............. Beryllium Nickel w/ TEFLON Soldered Link Halves .............. Nickel Lever .......................... Bronze Compression Screw ............... Brass eflector....................... Deflector.... * , * * ... * , * * * ....... Bronze Guide Pin Housing ............... Bronze Guide Pins ..................... Bronze Support Cup .....................Steel Operation When exposed to heat from a fire, the Cover Plate, which is normally soldered to the Retainer at three points, falls away to expose the Sprinkler/Support Cup As- sembly. At this point, the Deflector, sup- ported by the Guide Pins, drops down to its operated position. The Solder Link Element of the Sprinkler/ Support Cup Assembly is comprised of two link halves that are soldered togeth- er with a thin layer of solder. When the rated temperature is reached, the sol- der melts and the two link halves sepa- rate, allowing the sprinkler to activate and flow water. Design Criteria The TYCO RAPID RESPONSE Series LFII Residential Flat -Plate Concealed Pendent Sprinklers (TY2524) are UL and C -UL Listed for installation in ac- cordance with this section: Residential Sprinkler Design Guide When conditions exist that are outside the scope of the provided criteria, re- fer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that may be accept- able to the authority having jurisdiction. System Type Per the UL Listing, wet pipe and dry pipe systems may be utilized. Per the C -UL Listing, only wet pipe systems may be utilized. Refer to Technical Data Sheet TFP485 about the use of Residential Sprinklers in residential dry pipe systems. Ceiling Types Smooth flat horizontal, or beamed, or sloped, in accordance with the 2013 Edition of NFPA 13D, 13R or 13 as applicable. Hydraulic Design (NFPA 13D and 13R) For systems designed to NFPA 13D or NFPA 13R, the minimum required sprin- kler flow rate are given in Tables A and B as a function of temperature rating and the maximum allowable coverage areas. The sprinkler flow rate is the mini- mum required discharge from each of the total number of "design sprinklers" as specified in NFPA 13D or NFPA 13R. The number of "design sprinklers" spec- ified in NFPA 13D and 13R for wet pipe systems is to be applied when designing dry pipe systems. Hydraulic Design (NFPA 13) For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Tables A and B as a function of temperature rating and the maximum allowable cover- age area • A minimum discharge of 0.1 gpm/ft2. over the "design area" comprised of the four most hydraulically demand- ing sprinklers for the actual coverage areas being protected by the four sprinklers The number of "design sprinklers" specified in NFPA 13 for wet pipe sys- tems is to be applied when designing dry pipe systems. TFP443 Page 3of6 Dry Pipe System Water Delivery When using the Series LFII Residential Flat -Plate Concealed Pendent Sprinklers (TY2524) in dry pipe sprinkler systems, the time for water delivery must not ex- ceed 15 seconds for the most remote operating sprinkler. Obstruction to Water Distribution Sprinklers are to be located in accor- dance with the obstruction rules of NFPA 13D, 13R, and 13 as applicable for residential sprinklers as well as with the obstruction criteria described within the Technical Data Sheet TFP490. Operational Sensitivity Install sprinklers relative to the ceiling mounting surface as shown in Figure 3. The Series LFII Residential Flat -Plate Concealed Pendent Sprinklers must not be used in applications where the air pressure above the ceiling is greater than that below. Down drafts through the Support Cup can delay sprinkler op- eration in a fire situation. Sprinkler Spacing The minimum spacing between sprin- klers is 8 feet (2,4 m). The maximum spacing between sprinklers cannot ex- ceed the length of the.coverage area (Table A) being hydraulically calculated (e.g., a maximum of 12 feet for a 12 ft. x 12 ft. coverage area or 20 feet for a 20 ft. x 20 ft. coverage area.) TFP443 Page 4 of 6 (a) For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which Hydraulic Design section under the Design Criteria are stated. (b) The Minimum Flow requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pres- sures are calculated using the nominal K -factor. Refer to "Hydraulic Design" in the Design Criteria section for details. (c) For NFPA 13 residential applications, the greater of 0.1 gpm/ft.z over the design area or the flow in accordance with'the criteria in this table must be used. TABLE A WET PIPE SYSTEM SERIES LFII RESIDENTIAL FLAT -PLATE CONCEALED PENDENT SPRINKLER (TY2524) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA WET PIPE SYSTEM Maximum Minimum Flow and Residual Pressurero•-) Maximum Covera Maximum Spacing Ordinary Temp Rating Area Ft. 160-F (71-C) Deflectorto Installation Minimum Ft. x Ft. Ft. 160°F (71°C) . Deflector to Installation Minimum (m x m) (m) Ceiling Type Spacing Ft. Flow Pressure Ft. GPM PSI bar (m) (m) 12 x 12 (L/min) (bar) 9.4 Smooth 12 x 12 12 13 7.0 Smooth Ceilings 7/8 to 1-1/8 inches. (3,7 x 3,7) (3,7) (49,2) (0,48) Ceilings 7/8 to 1-1/8 inches. 14 x 14 14 14 x 14 14 13 7.0 (4,3 x4,3) (4,3) 49,2) (0,48) Beamed Ceilings per NFPA 13D Concealed 8 16 x 16 16 13 7,0 (4,9 x 4,9) (4,9) (49,2) (0,48) 13R, or 13 Installed in 13R, or 13 Installed in (2,4) 18 x 18 18 17 12,0 (5,5 x 5,5) (5,5) (64,3) (0,83) beam 7/8 to beam 7/8 to 1-1/8 inches below bottom 1-1/8 inches below bottom 20 x 20 20 20 16.7 (6,1 x 6,1) (6,1) (75,7) (1,15) of beam of beam (a) For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which Hydraulic Design section under the Design Criteria are stated. (b) The Minimum Flow requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pres- sures are calculated using the nominal K -factor. Refer to "Hydraulic Design" in the Design Criteria section for details. (c) For NFPA 13 residential applications, the greater of 0.1 gpm/ft.z over the design area or the flow in accordance with'the criteria in this table must be used. TABLE A WET PIPE SYSTEM SERIES LFII RESIDENTIAL FLAT -PLATE CONCEALED PENDENT SPRINKLER (TY2524) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA (a) For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which Hydraulic Design section under the Design Criteria are stated. (b) The Minimum Flow requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to "Hydraulic Design" in the Design Criteria section for details. (c) For NFPA 13 residential applications, the greater of 0.1 gpm/ft.z over the design area or the flow in accordance with the criteria in this table must be used. TABLE B DRY PIPE SYSTEM SERIES LFII RESIDENTIAL FLAT -PLATE CONCEALED PENDENT SPRINKLER (TY2524) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA DRY PIPE SYSTEM Maximum Minimum Flowand Residual Pressure(b)Covera a Area lI Maximum Spacing Ordinary Temp Rating Ft. x Ft. Ft. 160-F (71-C) Deflectorto Installation Minimum Flow Pressure (m x m) (m) Ceiling Type Spacing GPM PSI Ft. L/min bar (m) 12 x 12 12 15 9.4 Smooth (3,7 x 3,7) (3,7) (56,8) (0,65) Ceilings 7/8 to 1-1/8 inches. 14 x 14 14 15 9.4 (4,3 x 4,3) (4,3) (56,8) (0,65) Beamed Ceilings per NFPA 13D Concealed 8 16 x 16 16 16 10,7 (4,9 x 4,9) (4,9) (60,6) (0,74) 13R, or 13 Installed in (2 4) 18 x 18 18 17 12.0 (5,5 x 5,5) (5,5) (64,3) (0,83) beam 7/8 to 1-1/8 inches below bottom 20 x 20 20 21 18,4 (6,1 x 6,1) (6,1) (79,5) (1,27) of beam (a) For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which Hydraulic Design section under the Design Criteria are stated. (b) The Minimum Flow requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to "Hydraulic Design" in the Design Criteria section for details. (c) For NFPA 13 residential applications, the greater of 0.1 gpm/ft.z over the design area or the flow in accordance with the criteria in this table must be used. TABLE B DRY PIPE SYSTEM SERIES LFII RESIDENTIAL FLAT -PLATE CONCEALED PENDENT SPRINKLER (TY2524) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA Installation The TYCO RAPID RESPONSE Series LFII Residential Flat -Plate Concealed Pendent Sprinklers must be installed in accordance with this section: General Instructions Damage to the Solder Link Element dur- ing installation can be avoided by han- dling the sprinkler by the Support Cup only; that is, do not apply pressure to the Solder Link Element (Figure 1). A leak -tight 1/2 inch NPT sprinkler joint should be obtained by applying a min- imum -to -maximum torque of 7 to 14 ft.-Ibs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insuf- ficient adjustment in the Cover Plate/ Retainer Assembly by under- or over - tightening the sprinkler. Re -adjust the position of the sprinkler fitting to suit. Step 1. Install pendent sprinklers in the pendent position, with the center- line of the sprinkler perpendicular to the mounting surface. Step 2. Remove the Protective Cap. Step 3. With pipe -thread sealant ap- plied to the pipe threads, and using the W Type 18 Wrench shown in Figure 2, install and tighten the Sprinkler/Sup- port Cup Assembly into the fitting. The W Type 18 Wrench accepts a 1/2 inch ratchet drive. Step 4. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. The Protec- tive Cap helps prevent damage to the Deflector and Guide Pins during ceiling installation and/or during application of the finish coating of the ceiling. NOTICE As long as the protective Cap remains in place, the system is considered "Out Of Service". Step 5. After the ceiling has been com- pleted with the 2-1/2 inch (63 mm) diam- eter hole and in preparation for install- ing the Cover Plate/Retainer Assembly, remove and discard the Protective Cap, and verify that the Deflector moves up and down freely. If the sprinkler has been damaged and the deflector does not move up and down freely, replace the entire sprinkler assembly. Do not attempt to modify or repair a damaged sprinkler. Step 6. Screw on the Cover Plate/Re- tainer Assembly until its flange contacts the ceiling. Do not continue to screw on the Cover Plate/Retainer Assembly such that it lifts a ceiling panel out of its normal position. If the Cover Plate/Retainer Assembly cannot be engaged with the Mounting Cup or the Cover Plate/Retainer Assem- bly cannot be engaged sufficiently to contact the ceiling, the Sprinkler Fitting must be repositioned. Care and Maintenance The TYCO RAPID RESPONSE Series LFII Residential Flat -Plate Concealed Pendent Sprinkler (TY2524) must be maintained and serviced in accordance with the section: Before closing a fire protection system main control valve for maintenance work on the fire protection system that it con- trols, obtain permission to shut down the affected fire protection system from the proper authorities and notify all person- nel who may be affected by this action. Absence of a Cover Plate may delay the sprinkler operation in a fire situation. The owner must assure that the sprin- klers are not used for hanging any ob- jects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non -opera- tion in the event of a fire or inadvertent operation may result. When properly installed, there is a nomi- nal 1/8 inch (3,2 mm) air gap between the lip of the Cover Plate and the ceil- ing, as shown in Figure 3. This air gap is necessary for proper operation of the sprinkler by allowing heat flow from a fire to pass below and above the Cover Plate to help assure appropriate release of the Cover Plate in a fire situation. If the ceiling needs repainting after sprinkler installation, exercise care to ensure that the new paint does not seal off any of the air gap. Failure to do so may impair sprinkler operation. Factory painted Cover Plates must not be repainted. They should be replaced, if necessary, by factory painted units. Non -factory applied paint may adversely delay or prevent sprinkler operation in the event of a fire. Do not pull the Cover Plate relative to the Retainer. Separation may result. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. TFP443 Page 5of6 Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied or overheated sprinklers must be replaced. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/ slippage, or the like, must be replaced. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the stan- dards of any other authorities having ju- risdiction. Contact the -installing contrac- tor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. TFP443 Page 6 of 6 Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product description and Part Number (P/N). Sprinkler/Support Cup Assembly Specify: Series LFII (TY2524), K = 4.9 (70,6), Residential Flat -Plate Concealed Pendent Sprinkler without Cover Plate/ Retainer Assembly, P/N 51-114-1-160 Cover Plate/Retainer Assembly Specify: Series LFII (TY2524), K = 4.9 (70,6), Residential Flat -Plate Concealed Pendent Sprinkler Cover Plate/Retain- er Assembly with (specify) finish, P/N (specify): Ivory (RAL 1015)........... P/N 56-202-0-135 Beige (RAL 1001) .......... P/N 56-202-2-135 Pure White (b) (RAL 9010) ... P/N 56-202-3-135 Signal White (a) (RAL 9003).. P/N 56-202-4-135 Grey White (RAL 9002) ..... P/N 56-202-5-135 Brown (RAL 8028) ......... P/N 56-202-6-135 Black (RAL 9005) .......... P/N 56-202-7-135 Brushed Brass............ P/N 56-202-8-135 Brushed Chrome ........... P/N 56-202-9-135 Custom Paint ............. P/N 56-202-X-135 (a) Previously known as Bright White. (b) Eastern Hemisphere sales only. Note: All Custom Cover Plates are painted using Sherwin Williams Interior Latex Paint. Contact TYCO Customer Service with any questions related to custom orders. Sprinkler Wrench Specify: W -Type 18 Sprinkler Wrench, P/N 56-000-1-265 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone t1-215-362-0700 Copyright © 2014 Tyco Fire Products, LP. All rights reserved. tilco TEFLON is trademark of The DuPont Corporation. Fire Protection Products tqC0Fire. &Building. Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 BlazeMaster CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Description Tyco® CPVC Pipe and Fittings pro- duced by Tyco Fire & Building Prod- ucts (TFBP) are designed exclusively for use in wet pipe automatic fire sprin- kler systems. The Tyco CPUC Pipe and Fittings are produced from Blaze - Master® CPVC compound that is a specially developed thermoplastic compound composed of post chlorin- ated polyvinyl chloride (CPVC)resin and state of the art additives. Tyco CPVC Pipe and Fittings are easier to install than traditional steel pipe sys- tems, and at the same time, provide superior heat resistance and strength as compared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapters are available to connect CPVC pipe to me- tallic piping. All female pipe thread adapters have brass inserts for dura- bility. Grooved adapters connect di- rectly to grooved end valves and me- tallic pipe, with flexible grooved end couplings. NOTICE Tyco® CPVC Pipe and Fittings pro- duced with BlazeMaster® CPVC com- pound described herein must be in- stalled and maintained in compliance with this document and with the appli- cable standards of the National Fire Protection Association, in addition to the standards ofany authorities having jurisdiction. Failure to do so may im- pair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Technical Data Sizes 3/4" to 3" Maximum Working Pressure 175 psi Approvals UL, FM, C -UL, NSF, LPCB, MEA, and the City of Los Angeles. (Refer to In- stallation Handbook IH -1900 dated June 2008 for exact listing/approval information.) Manufacture Source U.S.A. Material • Pipe: ASTM F442, SDR 13.5 • Fittings: ASTM F438 (Sch. 40) and ASTM F439 (Sch. 80), ASTM F1970 Color Orange rapid response"' HOME FIttE.SPRINKLERt SYSTEM BlazeMaster® is a registered trademark of The Lubrizol Corporation Page 1 of 2 JUNE, 2008 TFP1915 Page 2 of 2 TFP1915 Installation Tyco® CPVC Pipe and Fittings pro- duced by Tyco Fire & Building Prod- ucts (TFBP) are to be installed in accordance with Installation Hand- book IH -1900 dated June 2008. Care and Maintenance The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accord- ance with local requirements and/or national codes. NOTICE Before closing a Fre protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties. ex- press or implied, including warranties of merchantability and fitness for a par-, ocular purer This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. © 2008 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 p POTTER BELLS ® The Symbol of Protection PBA -AC & MBA -DC These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" (101mm) square electrical box for indoor use or on a model BBK-I weatherproof backbox or BBX-1 deep weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. UL, ULC, and FM Approved Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note 1) -40° to .150°F (40° to 66°C) (Outdoor use requires weatherproof backbox.) Termination: AC Bells - 4 No. 18 AWG stranded wires DC Bells - Terminal strip Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox Model BBX-1 deep weatherproof backbox Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 150°F (-34° to 66°C). 2. Typical dB ratings are calculated 'from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. 3. ULC only applies to MBA DC bells. Size inches (mm) Voltage Model Number Stock Number Current (Max.) Typical dB at 10 ft. (3m) (2) Minimum dB at 10 ft. (3m) (1) 6 (150) 12VDC MBA -6-12 1750070 .12A 85 76 8 (200) 12VDC MBA -8-12 1750080 .12A 90 77 10 (250) 12VDC MBA -10-12 1750060 .12A 92 78 6 (150) 24VDC MBA -6-24 1750100 .06A 87 77 8 (200) 24VDC MBA -8-24 1750110 .06A 91 79 10 (250) 24VDC MBA -10-24 1750090 .06A 94 80 6 (150) 24VAC PBA246 1806024* .17A 91 78 8 (200) 24VAC PBA248 1808024* .17A 94 77 10 (250) 24VAC PBA2410 1810024* .17A 94 78 6 (150) 120VAC PBA1206 1806120* .05A 92 83 8 (200) 120VAC PBA1208 1808120* .05A 99 84 10 (250) 120VAC PBA12010 1810120* .05A 99 86 All DC bells are polarized and have built-in transient protection. * Does not have ULC listing. In outdoor or wet installations, bell must be mounted with weatherproof backbox, BBK-1 or BBX-1. Standard electrical boxes will not provide a weatherproof enclosure. If the bell and/or assembly is exposed to moisture, it may fail or create an electrical hazard. Potter Electric Signal Company, LLC - St. Louis, MO, - Phone: 866-572-3005/Canada 888-882-1833 • www.pottersignal.com PRiNfED IN USA MFG. #5400776 - REV Y-1 PAGE 1 OF 2 01/13 (E)POTTER BELLS ® The Symbol of Protection PBA -AC & MBA -DC Bells Dimensions Inches (mm) Fig. 1 10" (250) ,J 2 1 /16 8) - I (68) DWGM 776-1 Weatherproof Backbox Dimensions Inches (mm) Fig. 2 Box has one threaded 1/2" conduit entrance 0 5 L4"O 3 3/8" 5" (146) (86) (127) 3 3/8" 1 5/8" (86) (41) 4 1/4" (108) DWGN 776-2 Wiring (rear view) Fig. 3 A.C. BELLS WIHTE(IN) WHITEOUT) 0 FROM CONTROL PANELOR PRECEDING BELL O BLACK(W) CBLACK CAUTION: WHEN LI ECTRICALSUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. NOTES: I. WHEN USING AC BELLS. TERMINATE EACH EXTRA WIRE SEPARATELYAFTER LAST BELL. 2. END -OF -LINE RESISTOR IS NOT REQUIRED ON AC BELLS. D.O. 1763 Installation 1. The bell shall be installed in accordance with NFPA 13, 72, or local AHJ. The top of the device shall be no less than 90" AFF and not less than 6" below the ceiling. 2. Remove the gong. 3. Connect wiring (see Fig. 3). 4. Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). 5. Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). 6. Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). AWR:NINLG Failure to install striker down will prevent bell from operating. PRINTED IN USA MFG. #5400776 - REV Y-1 PAGE 2 OF 2 01/13 (E)POTTER RD13 The Symbol of Protection Residential Riser Features • Pre -assembled and pressure tested • Available in 1",1 1/4", 1 1/2", & 2" nominal pipe size models • Female adapter ships loose so riser can be installed in a confined space • Fits in standard 2X4 construction walls • Installation must be performed by qualified personnel and in accordance with all national and local codes and ordinances. • Shock hazard. Disconnect power source before servicing. Serious injury or death could result. • Risk of explosion. Not for use in hazardous locations. Serious injury or death could result. Description The RD13 Riser (with NPT connectors) is constructed from Listed CPVC products suitable for fire sprinkler services subject to the limitations and installation requirements of Flameguard® CPVC pipe and Spears® CPVC fittings. The RD 13 Riser incorporates a VSR-SG flow switch, gauge, and drain/test valve. The VSR-SG flow switch is equipped with union connection to facilitate the installation and removal of the switch in confined spaces. Installation 1. Using appropriate sealant, thread the female adapter on to the main water supply. Then glue the riser assembly to the female adapter. Pipe the drain connection to an adequate drain location capable of handling the drain discharge. The riser can be mounted in the horizontal or vertical position. Direction of flow is indicated in Fig. 1. The waterflow switch must be located on the top or on the side of the pipe when installed in the horizontal position. This will prevent debris from entering the throat of the waterflow switch which could interfere with proper operation. 2. Following CPVC manufacturer's instructions for preparation and gluing of CPVC piping systems, glue the main riser to the main supply line for the sprinkler heads. NOTE: All glued connections must be completed and cured before the flowswitch is.installed. (Continued onpage 2). a y A CAUTION: Do not over -tighten the union nut, hand tighten only. Use of a wrench may cause damage to the union nut. Flow Switch Technical Specifications Dimensions See Fig 2 Service Pressure'. 175 PSI (12,07 BAR) - UL Flow Sensitivity 4-10 GPM (15-38 LPM) - UL ,.Range for :Signal:' Makimum Surge 18 FPS (5.5 m/s) Two sets of SPDT (Form C) 10.0 Amps at 125/250VAC Contact Ratings-: 2.OAmpsat3OVDC ResistivelO mAmps min. at 24VDC Resistive 10 m Amps min. at 24V DC Environmental Temperature range: 40°F -120°F (4.5°C -49°C) -UL Limitations Copduit .Entrances..' Two knockouts provided for 1/2" conduit 'Listings UL, CUL CSFM Listed, and CE Marked Specifications subject to change without notice Service Use Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 British Standard BS9251 Potter Electric Signal Company, LLC • St. Louis, MO • Tech Support: 866-956-0988 / Customer Service: 866-572-3005 • www.pottersignal.com 5401152 - REV K • 2/15 PAGE I OF 3 (E)POTTER RD 13 ® The Symbol of Protection Residential Riser Installation (Continued) '3. A thread sealant shall be used in making threaded connections. Teflon® thread tape is the recommended sealant. Some thread sealants other than Teflon thread tape contain solvents or other materials that may be damaging to CPVC. For other types of thread sealants, which have been specifically investigated and confirmed to be "System Compatible", refer to www.spearsmfg.com. Attach gauge to riser. Apply Teflon® tape to male fitting of gauge only. See Fig 1. 4. Check to make sure the proper paddle is installed on the switch. (Paddle size must match the riser pipe size and Tee manufacture.) 5. Install the flow switch to the RD13 Riser. Verify that the o -ring is properly positioned in its groove. Hand tighten the nut to the union after orienting the flow switch in the appropriate direction to detect waterflow. The paddle must not rub the inside of the Tee or bind in any way. The stem should move freely when operated by hand. See Fig. 1. NOTE: Do not leave switch cover off for an extended period of time. 6. The side of flow switch must be perpendicular with the riser piping. See Fig. 3. Testing The frequency of inspection and testing for the Model VSR-SG and its associated protective monitoring system, should be in accordance with applicable Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently.) If provided, the inspector's test valve (usually located at the end of the most remote branch line) should be used for test purposes. If there is no remote inspection test connection; a short length of hose may be connected to the discharge of the 1" drain line valve, or if the drain line is connected to a drain such as a slop sink or storm drain that will sufficiently handle the discharge of the main drain valve. The drain valve can be used to test the operation of the VSR-SG switch. A minimum flow of 10 GPM (38 LPM) is required to activate this switch. An orifice equal to the smallest sprinkler head orifice used in the system shall be attached to the drain line for testing purposes. Maintenance The VSR-SG waterflow switch should provide years of trouble-free service. The retard and switch assembly are easily field replaceable. In the -unlikely event that either component does not perform properly, please order replacement retard switch assembly stock number 1029030. There is no maintenance required, only periodic testing and inspection.. Removal • To prevent accidental water damage, all control valves should be shut tight and the system completely drained before waterflow detectors are removed or replaced. • Turn off electrical power to the detector, then disconnect wiring. • Loosen nut on union fitting. • Lift detector clear of pipe. Fig 1 Retard Adjusting —> Knob I" Male Fitting on All Sizes Riser may be 1", 1/4 1 1/2", or 2" 0 date Optional Cover Tamper Switch DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME Mount so arrow on base points in direction of waterflow Retard Adjustment The delay can be adjusted by rotating the retard adjustment knob from 0 to the max setting (60-90 seconds). The time delay should be set at the minimum required to prevent false alarms. DIRECTION OF O WATERFLOW 0 a DWG, #1063-3 Important: The paddles have raised lettering that show the pipe size and the TEE manufacturer they are to be used with. The proper paddle must be used. The paddle must be properly attached and the screw that holds the paddle must be securely tightened. Potter Electric Signal Company, LLC • St. Louis, MO • Tech Support: 866-956-0988 / Customer Service: 866-572-3005 • www.pottersignal.com 5401152 - REV K • 2/15 PAGE 2 OF 3 RD13, (E)POTTER The Symbol of Protection Residential Riser Dimensions (See Chart Below) Fig 2 1 1 VSR-SG Flow Switch El t NPT Adaptor (Shipped Loose) Orientation Fig 3 1/2" Gauge hipped Loose) 1 " NPT Drain Valve ® CAU1T110.N Flow switch must be properly orientated. Side of cover must be perpendicular with the pipe. Improper orientation could delay or prevent notification of waterfiow. Ordering Information Ordering Information Nominal Pipe Size Model Part Number *RD 13 Risers (ASSEMBLED DIMENSIONS) RD 13 Riser 1119067 1 1/4" RD 13 Riser 1119077 1 1/2" Riser Size Model Number Part Number Dimension "A" Dimension `B" Dimension "C" Dimension "D" Dimension "E" Dimension "F" = (mm) (in) I (mm) (in) (mm) (in) (mm) (in.) (mm) (in) (mm.) 1" R1313-100-1 1119067 16 1 406 153/4 1 400 147/8 378 145/8 371 12 1/4 311 101/2 267 1 1/4" RD13-125-1 1119077 165/8 422 161/2 419 15 1/2 394 15 3/8 391 12 1/2 318 105/8 270 1 1/2" PD13-150-1 1119087 N/A N/A 163/4 425 N/A N/A 155/8 397 123/4 324 103/4 273 2" RD13-200-1 1119097 N/A N/A 18 1/4 464 1 N/A I N/A 1 167/8 1 429 133/8 340 1 11 1/8 1 283 Ordering Information Ordering Information Nominal Pipe Size Model Part Number V RD 13 Riser 1119067 1 1/4" RD 13 Riser 1119077 1 1/2" RD 13 Riser 1119087 2" RD 13 Riser 1119097 Optional: Cover Tamper Switch Kit, stock no. 0090148 Replaceable Components: Retard/Switch Assembly, stock no. 1029030 Gauge, Flow Switch, and NPT Adapter shipped loose in box. Potter Electric Signal Company, LLC • St. Louis, MO • Tech Support: 866-956-0988 / Customer Service: 866-572-3005 • www.pottersignal.com ISO 9001:200a I DESIGNING, MANUFACTURING, & DISTRIBUTING QUALITY SYSTEMS 5401,152 - REV K • 2/15 PAGE 3 OF 3 I V. I - BY' l CHK A.d.-if TABLE OF I :,TENTS '113-00 COVER SHEET ................ D10474113 -00A GENERAL LAYOUT j N. D1 0-1 74113-OOB GENERAL LATOUT .ALJi .. ..i. .... ....""T-! D10-174113-00C ROOF LAYOUT . ...... D1 0-174113-01 SPECIFIC ANCHOR BOLT DRAWING D10 -174113-01A SPECIFIC ANCHOR BOLT DRAWING ... ...... ..... -D .10-174113-01 B SPECIFIC REACTION DRAWING ROOF "SECONDARY STRUCTURALS "'t- D10-174113-01 C SPECIFIC REACTION DRAWING D10-174113-01 D SPECIFIC REACTION DRAWING D10-174113-01 E SPECIFIC REACTION DRAWING _F ROOF SECONDARY STRUCTURALS i°: ? g D10-174113-01 Fe SPECIFIC REACTION DRAWING . .... ... D1 0-174113-01 G SPECIFIC REACTION DRAWING D10-174113-01 H SPECIFIC REACTION DRAWING !---f t D10 -174113-01J ANCHOR BOLT DETAILS WALL SECONDARY STRUCTURALS D10-174113-01 K ANCHOR BOLT DETAILS D10 -174113-05A D10-174113-02 FRAME CROSS SECTION (GRID 3) .!-:I: T::.r D10 -174113-02A FRAME CROSS SECTION (GRID 4,5,6 &7) WALL SECONDARY STRUCTURALS D10 -174113-02B FRAME CROSS SECTION (GRID 10) D10 -174113-05C D10-174113-026 FRAME CROSS SECTION (GRID 13,14 & 17) D10 -174113-02D, FRAME CROSS SECTION (GRID 20) -D10-174113-02E ......... . FRAME CROSS SECTION (GRID 22) D10-1 74113-05E D10 -174113-02F FRAME CROSS SECTION (GRID U) _.J[ D1 0-1 74113-02G FRAME CROSS SECTION (GRID W & X) WALLS i C-6,4DARY STRUCTURALS D10 -174113-02H FRAME CROSS SECTION (GRID Y) D10 -174113-05G D10 -174113-02J FRAME CROSS SECTION (GRID C) ...... .... D10 -174113-02K FRAME CROSS SECTION (GRID F) ........... D10 -174113-02L. FRAME CROSS SECTION (GRID H) D1 0-1 74113-02M FRAME CROSS SECTION (GRID J) .... ..... 4 WALL SECONDARY STRUCTURALS D10 -174113-02N* FRAME CROSS SECTION (GRID L) D10-174113-06 D10 -174113-02P FRAME CROSS SECTION (GRID N) . ... ..... .... D10-174113-020. WX CROSS SECTION (GRID P,R,M,T,2,HBI & HB2) CANOPIES H D1 0-1 74113-02R WX CROSS SECTION (GRID 13,14,17 & VB1) ... D10 -174113-02S *X CROSS SECTION (GRID Q,S,T & HB3) ..... . . .. ..... . .... ......... ..... NO. DATE REVISION NO. BUTLER BUILDER _T WX CROSS SECTION (VB3 & VB4) BY CHK CONNECTION DETAILS _°......... D10 -174113-02Y CONNECTION DETAILS D10 -174113-02Z CONNECTION DETAILS A'BlueScope Steel Company CONNECTION DETAILS D1 0-1 74113-02Z2i I :,TENTS RAVIMUNUMBER.. -D10-1`74113-00 13-03A ..'ROOFBRACING D10-174113-0 : BRBRACING-DETAILS '`=D10-174113-04. ROOF "SECONDARY STRUCTURALS "'t- A.J."10110-174113-04A ROO -85CONDARY STRUCTURALS: D10 -174113-04B. _F ROOF SECONDARY STRUCTURALS i°: ? g D10 -174113-04C , ROOF SSTRUCTURALS D10 -174113-04D ROOF '8UCTURAL DETAILS !---f t WALL SECONDARY STRUCTURALS .... ....... i.DIO-174113-05 D10 -174113-05A WALL -SECONDARY STRUCTURALS "Q'10-174113-0513 WALL SECONDARY STRUCTURALS ............ . D10 -174113-05C WALL- SECONDARY STRUCTURALS tl 010-,174113-05D WALLSOCONDARY. STRUCTURALS t']': -::J D10-1 74113-05E WALL SECONDARY STRUCTURALS b::-:..-:..-.... E _.J[ D10 -174113-05F WALLS i C-6,4DARY STRUCTURALS .`r14".11 .a D10 -174113-05G WALL. SECONDARY STRUCTURALS .::.-�:::.-,i:,:4 DI0-174113-OSH' WALL. SECONDARY STRUCTURALS ..... ...... D1 0-1 74113-05J WALL SECONDARY STRUCTURALS 4-4-` -D10-174113-05K .... ..... 4 WALL SECONDARY STRUCTURALS D10-174113-06 CANOPIES .a "'e D10 -174113-06A CANOPIES H D10:1 -74113-02T WX -CROSS SECTION (GRID19,21,HB4&'HB: D10 -174113-02U WX CROSS SECTION (GRID G,11,13 *& H96)' D10 -174113-02V..' WX W CROSS SECTION (GRID 14 & V132) DI0-174113-02W WX CROSS SECTION (VB3 & VB4) D10 -174113-02X CONNECTION DETAILS _°......... D10 -174113-02Y CONNECTION DETAILS D10 -174113-02Z CONNECTION DETAILS D10 -174113-02Z1 CONNECTION DETAILS D1 0-1 74113-02Z2i CONNECTION DETAILS D10 -174113-02Z3, CONNECTION DETAILS .... .... . .... D10 -174113-02Z4 CONNECTION DETAILS ... ... ..... D10-174113-0225 CONNECTION DETAILS 1.0 174113.-03 ROOFBRACING i E i ......... .. ... RAVIMUNUMBER.. -D10-1`74113-00 p USERWM %YWA" OVOC ne U and m r C Z m Z1 G) J 44 K.3p Q Q Q Q Q Q CipQ Z 258'-6' S 9B'-0' 70'-6' 30'-0• 22'-0• 12'-0' 15'-6' 20'-0' 23'-0' swsw sw sv {v.Ko• 4'-6' 4'-6- 11 ol '-6'1'0' FH 8'-6' r� .. g 721— I' I N �-®--� — — FH 11:-6' — I Q,O� I m o ( itN I w I N .y� FH 17'-0' I c o V I o I FRAME #11 TYP. mnB 'n = li m I ru N ru N o Iw CIO 3112 3112 312 3'12 I N 0 I I I RIDGE I o �- — B F3 I lJ — — A ru ru I O� �N ` B F4 — -- ---- -- a FH 8'-6' N rq I � I I ICZ-N w FH 17'-0' FH 11'-6' i FH 25'- B F5 I g 2'-0' I as o I a DFH 16'-7'D I A CA Jae B 5 NN m > W m 312 I o N B FS I — FH 11'-6' I N CR IF 29'- _ _ 1 z -- ---- FH 8'- 4' -- g A o m ty ar _ BCF6 I I o, AD m ;o N. D� i 3 3 7A 3 N I R1 A N A m'V...O. I o V-4 V N %D °�, BCF7 I i ^ D 0� —.— — — — N — ' —y� g I N 4'-6 sw sw 20'-0' 14'-0' 24'-0' 17'-0' 201-0' 12'-0' 15'-6' 20'-0' 23'-0' 12'-0' ' yyy 188'-0' 701-61 . sv 258'-6' dD L±D cib.. o cb . l WCb � Z� USERRVO n QsaWd Satulaa�uv no�i.�,.�i6i93 o- o- o- o - ��1 QE ('�') Q QCp 90'-0' 27'-0' 63'-0' 7'-6' sw 9'-01 sw 19'-6' 20'-0' 15'-0' 19'-0' I I I 4'-6' I I I I -- FH 8'-6'_-- —� N m}W 3 1rn N Cd FRAME .#14 i 3112 ci aI I m I I FRAME #14 I I�D FH 8'-6' � I W X. rrl A rn �.. oUl CR I I5.514112I FH 23'-6' N a a m I is m rn v N Q I m b (±) - cb b b I STAR -- .s ��/coA9�} � z c. -rj I () CA 14 44h A o � ox 10 G � o ma iI o- - 0 cu N ZD n 0 1 0 N o- - I tn o - o -7 N a fU N o- .1 c M N N a- o- M I o -Nu Y Q Y Q ` D Q Q 10 12 13 14 17 18 20 22 252'-6' N 142'-0' 6 4'-0'46'-6' 12'-0' 1 22'-0' 1 20'-0' 1 20'-0' 1 20'-0' 1 20'-0' 1 20'-0' 1 20'-0' 1 20-6' 20'-0' 1 20'70' 1 20'-0' 1 18'-6' 6' 1 6' 1 4'-61 1 1'-0' (I LE -6y I--- m .I t 11 ® GR AH12 r0 I® � ®I I AB9R aes , I I I 319 320 , ---------------------------------=--- I o ® ® m aBn ® Im ® o ® — ® ® ®— —cryp—® m — mpi 1� ® I I IIr A83 1 9 ABI' � AB4 A81 AB4R AB16 I 0 I El I® ABS AH12 I I I I 0 I aHl I I I I aB12 I I ® B AB7 AH6 AB6e ABea I AB3 A319 aBl 0— IN AH]Ta ——a —rnP.>I--- -- ® ® A1115 I I Am I II I I AB2 A319 (REF.) (REF.) azu.> 2 0 I c, N %I : x 0 I 0 N 0 1 0 N BUTTE CMJ N . BUILDER: PROJECT. BUILDING ORDER DESCRIPTION: DRAWING TITLE: DATE. °ATE Bt;JTLER NORTH VALLEY 40X90X12 LRF SPECIFIC. DPA" Hr: BUILDING SYSTEMS LUNDBERG ADMIN CENTER 20# LL t 10#CLL ANCHOR BOLT Butler Manufacturing CHICO, CA RICHVALE 90 MPH EXP C CA 07 DRAWING almxm �: cHl c� er arogcm Hr BlueSoope BuNnpe North Amedoe, Ino. DRAWING NUMBER: _D10-174113=01 4 rb I — — — — — — — i A319 AB2 320 o- I - - II m I p� I AB1 2U AH9 AB9AB9 A31 I o Ch ® � c I ®I 1.2 0 t, c I � AH1 I t7 C3 N 0� oi ABmPJ ABIH A813 cu ®I . m N N y ' lJ , � — J — �' I • N fill t0 a � L--------------1 A319 I I � AB3 ABS ABS ASR j o N I Jl� f G• RI L -------------J a BY 2•_g• ar Ex 29'-6' 31'-6' 42'-0' 18'-6'if 8 20'-0' 14'-0' 20'-0' 11'-6' 23'-6' 20'-0' 23'-6' 65'-6' 67'-0' EX 132'-6' d b Gb 14 15 '--IMI dD (:±D23 BUTTE COUNT' n �� DMS - BUILDER: ® VALLEY PROJECT: BUILDING ORDER DESCRIPTION: 40X9OX12 LRF DRAWING TITLIE- LE SPECIFIC DRAWN B': AVALDEZ ENG: BSPARKNORTH CHK'D BY. HDAfE. 06/Dz/MOM lD BUILDING SYSTEMS LUNDBERG ADMIN CENTER 20# LL + 10#CLL ANCHOR BOLT DRAWING NUMBER: CHICO, CA BuIIdIIIge North Arnerlca Inc RICHVALE 90 MPH EXP C CA 07DRAWINGBhR13c0pe rMOV,BuuffMmufacburin9 -174113-01A ; _D10 eel 16 1 FRAME AT GRID 3 15 18 JOINT NO. DESCRIPTION VERT REACTION (klp) HORZ REACTION (kip) 1 DL 4.66 3,46 15 DL 4.65 -3.44 16 DL 1,07 0,00 18 DL 1.07 0.00 1 CLL 9,30 6.88 15 CLL 9.27 -6.93 16 CLL 2.14 -0,01 18 CLL 2.38 0.01 I LL 11.18 8.33 15 LL 11.16 -8,27 16 LL 2.57 -0.01 18 LL 2.57 0.01 1 WILL -10.94 -9.3131 15 WLL -8.39 4,07 16 WLL -3.81 -0.02 18 WLL -5.14 -0.01 I WLR -8,39 -4,07 15 WLR -10,94 9.38 16 WLR -5.14 0.01 18 WLR -3.81 0,02 1 1P -2.39 -1.48 15 IP -2.39 1.47 16 1P 0.00 0.00 18 1P 0,00 0.00 1 1S 2,39 1.48 15 1S 2.39 -1.47 16 1S 0.00 0.00 18 1S 0.00 0.00 1 EQ -1.53 -3,83 15 EQ 1.53 -3,80 16 EQ 0.00 0.00 18 EQ 0.00 0.00 16 1 FRAME AT GRID 4, 5, 6 & 7 15 18 BUILDER: PROJECT: BUILDING ORDER DESCRIPRON: DRAWING 7RIE: DRAWN BY: AV=EZ ENG: BSPARK RLMER NORTH VALLEY CHK'D BY: DATE: 06 02/10 ® 40X90X12 LRF / BUILDING SYSTEMS LUNDBERG ADMIN CENTER 20# LL + 10#CLL SPECIFIC DRAWING NUMBER: REV. Buldw BkoftpBBDAdMpeN�or� � CHICO, CA RICHVALE 90 MPH EXP C CA 07 REACTION DRAWING D10_174113-01 -j'- .00 JOINT NO. DESCRIPTION VERT REACTION (kip) HORZ REACTION (kip) 1 DL 4.29 2.73 15 DL 4.13 -2.75 16 DL 1.02 0.00 18 DL 1.02 0.00 1 CLL 8.59 5.46 15 CLL 8.21 -5.51 16 CLL 2.04 0.00 18 CLL 2.27 0.01 1 LL 10.31 6.56 15 LL 9.91 -6.61 16 LL 2.45 0,00 18 LL 2.45 „ , 0,01 , 1 WLL -9.65 +'y 6,61 15 16 WLL WLL -6.75 ,, 2.14. , 1 �( �- �� 1 -3.63 ti:: �=0.01 18 WLL -4.90 t: ''' =0.01 1 WLR -7.63 g� -2.20 PpR 15 WLR -9.27 6.37 16 WLR -4.89 SSIO�vq 18 WLR -3.63 F. 1 1P -2.20 2 15 1P -2.11Q j 0.92 16 1P 0.00 I- 0.0 HT1 18 1P 0.00 12 1 1S 2.20 n 15 1S 2.11 0Q' 16 1S 0.00 Q� -' 18 1S 0.00 CIv�� I EQ -1.42 O F G 15 EQ 1.42 2 1 16 EQ 0.00 .00 18 EQ 0,00 .00 BUILDER: PROJECT: BUILDING ORDER DESCRIPRON: DRAWING 7RIE: DRAWN BY: AV=EZ ENG: BSPARK RLMER NORTH VALLEY CHK'D BY: DATE: 06 02/10 ® 40X90X12 LRF / BUILDING SYSTEMS LUNDBERG ADMIN CENTER 20# LL + 10#CLL SPECIFIC DRAWING NUMBER: REV. Buldw BkoftpBBDAdMpeN�or� � CHICO, CA RICHVALE 90 MPH EXP C CA 07 REACTION DRAWING D10_174113-01 -j'- .00 M 16 1 FRAME AT GRID 20 JOINT NO. DESCRIPTION VERT REACTION (kip) HORZ REACTION (kip) 1 DL 3.61 1,66 15 DL 3,49 -L68 16 DL 1.02 0.00 1 CLL 7.22 3.32 15 CLL 6.98 -3,37 16 CLL 2.04 0,01 1 LL 8.66 3.99 15 LL 8.38 -4.04 16 LL 2.45 0.01 1 WLL -8.65 -4.93 15 WILL -6.47 1.61 16 WLL -3.63 0.01 1 WLR -5.69 0.93 15 WLR -8,72 6,48 16 WLR -4,89 0.05 1 1P -1.83 -0,31 15 1P -1.94 0.32 16 1P 0.00 0.00 1 1S L83 0.31 15 1S 1.95 -0.32 16 1S 0.00 0,00 1 EQ -1.98 -4.46 15 EQ 1.98 -2.81 16 EQ 0.00 0,00 15 4 10 2 16 FRAME AT GRID 22 JOINT NO. DESCRIPTION VERT REACTION (kip) HORZ REACTION (kip) 1 DL 1.82 0.30 2 DL 1,26 0,00 15 DL 1.38 -0.28 16 DL 2.68 0.00 18 DL 1.02 0.00 1 CLL 3.63 0.60 2 CLL 2.53 0.00 15 CLL 2.72 -0.55 16 CLL 5.37 0.00 18 CLL 2,27 0.00 I LL 4,36 0,72 2 LL 3.03 0.00 15 LL 3,32 -0,66 16 LL 6.44 0.00 18 LL 2.45 0.00 1 WLL -5.55 3.29 2 WILL -0.25 0,00 15 WLL 6.79 4.54 16 WLL -9,53 -0.03 18 WILL -4.89 -0,03 1 WR -2,85 0.81 2 WR -3.41 0.00 15 WR -4.79 2.98 16 WR -4.21 0,01 18 IWR -3.631 0.01 15 18 JOINT NO, DESCRIPTION VERT REACTION (kip) HORZ REACTION (kip) 1 1P -1,12 0,18 2 1P -0.54 0.00 15 1P -0,65 -0,20 16 1P -1.49 0,00 18 1P 0.00 0.00 1 1S 1.12 -0,18 2 1S 0.54 0.00 15 1S 0.65 0.20 16 1S 1,49 0.00 18 1S 0.00 0.00 1 EQ -2.26 -1,98 2 EQ 3.50 0.01 15 EQ 4.32 -5.30 16 EQ -5.56 -0.02 18 EQ 0,00 0.00 BU7�TE CG#ING t ' Rl III V BUILDER: PROJECT: DESCRIPRON:=DRAIWNG BY: AVALDEZ ENGBSPARK OX12 LRF BY: DA1E: OB 02 10 / /BUILDING UTL R NORTH VALLEY SYSTEMS LUNDBERG ADMIN CENTER rBUILDING f 10#CLLFIC G NUMBER: r REV. BhreScopeBDlldIMierlc�6>c CHICO, CA RICHVALE EXP C CA 07DRAWING 10-174113-01 D 00 A* 13 13 14 17 13 17 Y ENDWALL FRAME AT SIDEWALL GRID Y FRAME AT SIDEWALL GRIDS U, M, AND X WX AT GRIDS W. X. Y, 13, 14 AND 17 HB2 AT GRIDS K1 -M2, V1 -T2, AND Z18 -Y17 WX AT SIDEWALL GRIDS P AND R H133 AT GRIDS V23 -R22 18'-6" CANOPIES AT GRID 23 12'-0" CANOPIES AT GRIDS 12'-0" CANOPIES AT GRIDS P AND R v v zv z v z v Z DL DEAD LOAD 1.90 DL DEAD LOAD 121 0.00 DL DEAD LOAD 0.82 0.00 DL DEAD LOAD 0.75 0.00 DL DEAD LOAD 0.88 0.00 CLL 00 LOAD 4.63 CLL COLLATERAL LOAD 2.49 0.00 CLL COLLATERAL LOAD 2.18 0.00 CLL COLLATERAL LOAD 1.99 0.00 CLL COLLATERAL LOAD 2.47 0.00 LL UNE LOAD 6.48 LL LIVE LOAD 4.98 0.00 LL LIVE LOAD 4.03 0.00 LL LIVE LOAD 3.99 0.00 LL UVE LOAD 4.94 0.00 WL1 WIND LEFT+INT PRESS -8.28 WLI WIND LEFT+INT PRESS -559 0.00 WL1 WIND LEFT+INT PRESS -3.99 0.00 WLt WIND LEFT+INi PRESS -3.55 0.00 WL1 WIND LEFT+INT PRESS -4.40 0.00 WL2 WIND LEFT+INi SUCT -8.28 WL2 WIND LEFT+INT SUCT -5.59 0.00 WL2 WIND LEFT+INT SUCT -3.99 0.00 WL2 WIND LEFT+INT SUCT -3.55 0.00 WL2 WIND LEFT+INT SUCT -440 0.00 WR1 WIND RIGHT+INT PRESS -11.18 WR1 WIND RIGHf+INT PRESS -7.57 0.00 WR1 WIND RIGHT+INT PRESS -6.90 0.00 WRt WIND RIGHT+INT PRESS -4.79 0.00 WR1 WIND RIGHT+INT PRESS -5.93 0.00 WR2 WIND RIGHT+INT SUCT -11.18 WR2 WIND RIGHT+INT SUCT -7.57 0.00 WR2 WIND RIGHT+INT SUCT -&90 0.00 WR2 WIND RIGHT+INT SUCT -4.79 0.00 WR2 WIND RIGHT+INT SUCT -6.93 0.00 EP EW PRESS+INT PRESS -8.93 EP2 EW PRESS+INT SUCT -0.40 0.89 EP2 EW PRESS+INT SUCT -4.79 0.48 EP2 EW PRESS+INT SUCT -3.83 0.33 EP2 EiV PRESS+INT SUCT -4.74 0.33 EOL SEISMIC LOAD 0.71 ESi EW SUCT-14NT PRESS -0.40 -1.08 ES1 EW SUCT+INT PRESS -4.78 -0.81 ES1 EW SUCT+INT PRESS -3.83 -0.43 ES1 EW SUCT+INT PRESS -4.74 -0.43 EQR SEISMIC LOAD RIGHT -0.71 EOL SEISMIC LOAD LEFT 0.41 0.00 EQL SEISMIC LOAD LEFT 0.59 0.00 FAL SEISMIC LOAD LETT 0.21 0.00 EOL SEISMIC LOAD LEFT 0.26 0.00 SL MIN SNOW LOAD 3.54 EOR SEISMIC LOAD RIGHT -0.41 0.00 EQR SEISMIC LOAD RIGHT -0.59 0.00 EOR SEISMIC LOAD RIGHT -0.21 0.00 EQR SEISMIC LOAD RIGHT -0.26 0.00 MAX. POS. REACTION 13.02 SL MIN SNOW LOAD 0.42 0.00 SL MIN SNOW LOAD 4.03 0.00 SL MIN SNOW LOAD 3.99 0.00 SL MIN SNOW LOAD 4.94 0.00 MAX. NEG. REACTION -10.02 MAX. POS. REACTION &70 0.88 MAX. POS. REACTION 7.15 0.49 MAX. POS. REACTION 6.74 0.33 MAX POS. REACTION 8.29 0.33 MAX. NEG. REACTION -6.84 -1.06 MAX. NEG. REACTION -6.34 -0.61 MAX. NEG. REACTION -4.34 -0.43 MAX NEG. REACTION -5.40 -0.43 BUTTE COUNT r;) F' REACTION NOTES: `'�cg' ^� . HB1 AT GRIDS T2 -R3, AND M2 -P3 1• THE AND HORIZONTAL (H AND 2N REACTIONS ARE STATEN 1 3 � G 0�v v"L.� IN KIPS. 1 KI 1000 POUNDS)MOMENTRE REACTIONS ARE STATED IN r 4 INCHDKIP ABOUT THE Z-AXIS. POSITIVE REACTIONS ARE SHOWN IN �?^ m/5' THE DIAGRAM BELOW. It' � 2. VALUES GIVEN ARE BASE REACTIONS THE FORCE APPLIED TO THE H 13 V I Z 14 V. Z H 17 V Z DL DEAD LOAD 0.04 1.28 0.00 1.64 0.00 -0.04 1.28 0.00 CLL COLLATERAL LOAD 0.12 2.03 0.00 3.04 0.00 -0.12 2.03 0.00 LL LIVE LOAD 0.24 3.79 0.00 6.04 0.00 -0.24 3.79 0.00 WL1 WIND LEFT+INT PRESS -2.25 -4.24 -0.15 -4.73 -0.43 -1.75 -1.90 -0.15 WL2 WIND LEFT+INT SUCT -2.49 -3.53 0.15 -3.61 0.43 -1.50 -1.18 0.15 WR1 WIND RIGHT+INT PRESS 0.05 -2.94 -0.15 -4.97 -0.43 0.34 -3.15 -0.15 W112 WiND RIGHT+INT SUCT -0.19 -2.23 0.15 -3.85ff-2_21 0.58 -2.44 0.15 EP2 EW PRESS+INT SUCT -1.02 -3.55 0.77 -4.17-0.99 -2.36 0.77 ESi EW SU INT PRESS -0.77 -4.26 -0.93 -5.29 -1.23 -3.08 -0.93 EQL SEISMIC LOAD LEFT -2.29 -1.40 0.00 0.41 -1.95 1.00 0.00 EOR SEISMIC LOAD RIGHT 2.29 1.40 0.00 -0.41 1.95 -1.00 0.00 MAX. POS. REACTION 1.80 7.12 0.77 10.72 1.34 7.11 0.77 MAX. NEG. REACTION -2.33 -3.48 -0.92 -4.31 -1.75 -2.39 -0.92 WX AT SIDEWALL GRIDS P AND R H133 AT GRIDS V23 -R22 18'-6" CANOPIES AT GRID 23 12'-0" CANOPIES AT GRIDS 12'-0" CANOPIES AT GRIDS P AND R v v zv z v z v Z DL DEAD LOAD 1.90 DL DEAD LOAD 121 0.00 DL DEAD LOAD 0.82 0.00 DL DEAD LOAD 0.75 0.00 DL DEAD LOAD 0.88 0.00 CLL 00 LOAD 4.63 CLL COLLATERAL LOAD 2.49 0.00 CLL COLLATERAL LOAD 2.18 0.00 CLL COLLATERAL LOAD 1.99 0.00 CLL COLLATERAL LOAD 2.47 0.00 LL UNE LOAD 6.48 LL LIVE LOAD 4.98 0.00 LL LIVE LOAD 4.03 0.00 LL LIVE LOAD 3.99 0.00 LL UVE LOAD 4.94 0.00 WL1 WIND LEFT+INT PRESS -8.28 WLI WIND LEFT+INT PRESS -559 0.00 WL1 WIND LEFT+INT PRESS -3.99 0.00 WLt WIND LEFT+INi PRESS -3.55 0.00 WL1 WIND LEFT+INT PRESS -4.40 0.00 WL2 WIND LEFT+INi SUCT -8.28 WL2 WIND LEFT+INT SUCT -5.59 0.00 WL2 WIND LEFT+INT SUCT -3.99 0.00 WL2 WIND LEFT+INT SUCT -3.55 0.00 WL2 WIND LEFT+INT SUCT -440 0.00 WR1 WIND RIGHT+INT PRESS -11.18 WR1 WIND RIGHf+INT PRESS -7.57 0.00 WR1 WIND RIGHT+INT PRESS -6.90 0.00 WRt WIND RIGHT+INT PRESS -4.79 0.00 WR1 WIND RIGHT+INT PRESS -5.93 0.00 WR2 WIND RIGHT+INT SUCT -11.18 WR2 WIND RIGHT+INT SUCT -7.57 0.00 WR2 WIND RIGHT+INT SUCT -&90 0.00 WR2 WIND RIGHT+INT SUCT -4.79 0.00 WR2 WIND RIGHT+INT SUCT -6.93 0.00 EP EW PRESS+INT PRESS -8.93 EP2 EW PRESS+INT SUCT -0.40 0.89 EP2 EW PRESS+INT SUCT -4.79 0.48 EP2 EW PRESS+INT SUCT -3.83 0.33 EP2 EiV PRESS+INT SUCT -4.74 0.33 EOL SEISMIC LOAD 0.71 ESi EW SUCT-14NT PRESS -0.40 -1.08 ES1 EW SUCT+INT PRESS -4.78 -0.81 ES1 EW SUCT+INT PRESS -3.83 -0.43 ES1 EW SUCT+INT PRESS -4.74 -0.43 EQR SEISMIC LOAD RIGHT -0.71 EOL SEISMIC LOAD LEFT 0.41 0.00 EQL SEISMIC LOAD LEFT 0.59 0.00 FAL SEISMIC LOAD LETT 0.21 0.00 EOL SEISMIC LOAD LEFT 0.26 0.00 SL MIN SNOW LOAD 3.54 EOR SEISMIC LOAD RIGHT -0.41 0.00 EQR SEISMIC LOAD RIGHT -0.59 0.00 EOR SEISMIC LOAD RIGHT -0.21 0.00 EQR SEISMIC LOAD RIGHT -0.26 0.00 MAX. POS. REACTION 13.02 SL MIN SNOW LOAD 0.42 0.00 SL MIN SNOW LOAD 4.03 0.00 SL MIN SNOW LOAD 3.99 0.00 SL MIN SNOW LOAD 4.94 0.00 MAX. NEG. REACTION -10.02 MAX. POS. REACTION &70 0.88 MAX. POS. REACTION 7.15 0.49 MAX. POS. REACTION 6.74 0.33 MAX POS. REACTION 8.29 0.33 MAX. NEG. REACTION -6.84 -1.06 MAX. NEG. REACTION -6.34 -0.61 MAX. NEG. REACTION -4.34 -0.43 MAX NEG. REACTION -5.40 -0.43 BUTTE COUNT r;) F' REACTION NOTES: `'�cg' ^� . HB1 AT GRIDS T2 -R3, AND M2 -P3 1• THE AND HORIZONTAL (H AND 2N REACTIONS ARE STATEN 1 3 � G 0�v v"L.� IN KIPS. 1 KI 1000 POUNDS)MOMENTRE REACTIONS ARE STATED IN r 4 INCHDKIP ABOUT THE Z-AXIS. POSITIVE REACTIONS ARE SHOWN IN �?^ m/5' THE DIAGRAM BELOW. It' � 2. VALUES GIVEN ARE BASE REACTIONS THE FORCE APPLIED TO THE 13 H V 17 H V DL DEAD LOAD 0.71 2.02 -0.71 2.02 CLL COLLATERAL. I= 1.91 4.90 -1.91 4.90 LL LIVE LOAD 2.27 6.26 -2.27 6.26 WL1 WIND LEFT+INT PRESS -3.58 -6.33 0.53 -4.68 WL2 WIND LEFT+INT SUCT -3.32 -3.95 0.27 -2.30 WR7 WIND RIGHT+INT PRESS -0.60 -4.78 3.65 -6.43 WR2 WIND RIGHT+INT SUCi -0.34 -2.40 3.40 -4.05 EP1 EW PRESS+INT PRESS -1.35 -6.34 1.34 -6.34 EQL SEISMIC IDAD LFFf -2.53 -1.45 -2.53 1.45 EQR SEISMIC LOAD RIGHi 2 53 1.45 2.53 MNL POS. REACTION 4.89 13.20 1 3.23 1 13.20 MNL NEG. REACTION -3.15 -5.13 -4.89 -5.21 WX AT SIDEWALL GRIDS P AND R H133 AT GRIDS V23 -R22 18'-6" CANOPIES AT GRID 23 12'-0" CANOPIES AT GRIDS 12'-0" CANOPIES AT GRIDS P AND R v v zv z v z v Z DL DEAD LOAD 1.90 DL DEAD LOAD 121 0.00 DL DEAD LOAD 0.82 0.00 DL DEAD LOAD 0.75 0.00 DL DEAD LOAD 0.88 0.00 CLL 00 LOAD 4.63 CLL COLLATERAL LOAD 2.49 0.00 CLL COLLATERAL LOAD 2.18 0.00 CLL COLLATERAL LOAD 1.99 0.00 CLL COLLATERAL LOAD 2.47 0.00 LL UNE LOAD 6.48 LL LIVE LOAD 4.98 0.00 LL LIVE LOAD 4.03 0.00 LL LIVE LOAD 3.99 0.00 LL UVE LOAD 4.94 0.00 WL1 WIND LEFT+INT PRESS -8.28 WLI WIND LEFT+INT PRESS -559 0.00 WL1 WIND LEFT+INT PRESS -3.99 0.00 WLt WIND LEFT+INi PRESS -3.55 0.00 WL1 WIND LEFT+INT PRESS -4.40 0.00 WL2 WIND LEFT+INi SUCT -8.28 WL2 WIND LEFT+INT SUCT -5.59 0.00 WL2 WIND LEFT+INT SUCT -3.99 0.00 WL2 WIND LEFT+INT SUCT -3.55 0.00 WL2 WIND LEFT+INT SUCT -440 0.00 WR1 WIND RIGHT+INT PRESS -11.18 WR1 WIND RIGHf+INT PRESS -7.57 0.00 WR1 WIND RIGHT+INT PRESS -6.90 0.00 WRt WIND RIGHT+INT PRESS -4.79 0.00 WR1 WIND RIGHT+INT PRESS -5.93 0.00 WR2 WIND RIGHT+INT SUCT -11.18 WR2 WIND RIGHT+INT SUCT -7.57 0.00 WR2 WIND RIGHT+INT SUCT -&90 0.00 WR2 WIND RIGHT+INT SUCT -4.79 0.00 WR2 WIND RIGHT+INT SUCT -6.93 0.00 EP EW PRESS+INT PRESS -8.93 EP2 EW PRESS+INT SUCT -0.40 0.89 EP2 EW PRESS+INT SUCT -4.79 0.48 EP2 EW PRESS+INT SUCT -3.83 0.33 EP2 EiV PRESS+INT SUCT -4.74 0.33 EOL SEISMIC LOAD 0.71 ESi EW SUCT-14NT PRESS -0.40 -1.08 ES1 EW SUCT+INT PRESS -4.78 -0.81 ES1 EW SUCT+INT PRESS -3.83 -0.43 ES1 EW SUCT+INT PRESS -4.74 -0.43 EQR SEISMIC LOAD RIGHT -0.71 EOL SEISMIC LOAD LEFT 0.41 0.00 EQL SEISMIC LOAD LEFT 0.59 0.00 FAL SEISMIC LOAD LETT 0.21 0.00 EOL SEISMIC LOAD LEFT 0.26 0.00 SL MIN SNOW LOAD 3.54 EOR SEISMIC LOAD RIGHT -0.41 0.00 EQR SEISMIC LOAD RIGHT -0.59 0.00 EOR SEISMIC LOAD RIGHT -0.21 0.00 EQR SEISMIC LOAD RIGHT -0.26 0.00 MAX. POS. REACTION 13.02 SL MIN SNOW LOAD 0.42 0.00 SL MIN SNOW LOAD 4.03 0.00 SL MIN SNOW LOAD 3.99 0.00 SL MIN SNOW LOAD 4.94 0.00 MAX. NEG. REACTION -10.02 MAX. POS. REACTION &70 0.88 MAX. POS. REACTION 7.15 0.49 MAX. POS. REACTION 6.74 0.33 MAX POS. REACTION 8.29 0.33 MAX. NEG. REACTION -6.84 -1.06 MAX. NEG. REACTION -6.34 -0.61 MAX. NEG. REACTION -4.34 -0.43 MAX NEG. REACTION -5.40 -0.43 BUTTE COUNT r;) F' REACTION NOTES: `'�cg' ^� . HB1 AT GRIDS T2 -R3, AND M2 -P3 1• THE AND HORIZONTAL (H AND 2N REACTIONS ARE STATEN 1 3 � G 0�v v"L.� IN KIPS. 1 KI 1000 POUNDS)MOMENTRE REACTIONS ARE STATED IN r 4 INCHDKIP ABOUT THE Z-AXIS. POSITIVE REACTIONS ARE SHOWN IN �?^ m/5' THE DIAGRAM BELOW. It' � 2. VALUES GIVEN ARE BASE REACTIONS THE FORCE APPLIED TO THE A V Z DL DEAD LOAD 0.75 0.00 CLL COLLATERAL LOAD 1.99 0.00 LL LIVE LOAD 3.99 0.00 W0 WIND LEFT+INT PRESS -3.55 0.00 WL2 WIND LEFT+INT SUCT -3.55 0.00 WR1 WIND. RIGHT+INT PRESS -4.79 0.00 WR2 WIND RIGHT+INT SUCT -4.79 0.00 EP2 EW PRESS+INT SUCT -3.83 0.33 ESi EW SUCT+INT PRESS -3.83 -0.43 EQL SEISMIC LOAD LEFT 0.21 0.00 EQR SEISMIC LOAD RIGHT -0.21 0.00 SL MIN SNOW LOAD 3.99 0.00 MAX. POS. REACTION 6.74 0.33 MAX. NFDI. REACTION -4.34 -0.43 WX AT SIDEWALL GRIDS P AND R H133 AT GRIDS V23 -R22 18'-6" CANOPIES AT GRID 23 12'-0" CANOPIES AT GRIDS 12'-0" CANOPIES AT GRIDS P AND R v v zv z v z v Z DL DEAD LOAD 1.90 DL DEAD LOAD 121 0.00 DL DEAD LOAD 0.82 0.00 DL DEAD LOAD 0.75 0.00 DL DEAD LOAD 0.88 0.00 CLL 00 LOAD 4.63 CLL COLLATERAL LOAD 2.49 0.00 CLL COLLATERAL LOAD 2.18 0.00 CLL COLLATERAL LOAD 1.99 0.00 CLL COLLATERAL LOAD 2.47 0.00 LL UNE LOAD 6.48 LL LIVE LOAD 4.98 0.00 LL LIVE LOAD 4.03 0.00 LL LIVE LOAD 3.99 0.00 LL UVE LOAD 4.94 0.00 WL1 WIND LEFT+INT PRESS -8.28 WLI WIND LEFT+INT PRESS -559 0.00 WL1 WIND LEFT+INT PRESS -3.99 0.00 WLt WIND LEFT+INi PRESS -3.55 0.00 WL1 WIND LEFT+INT PRESS -4.40 0.00 WL2 WIND LEFT+INi SUCT -8.28 WL2 WIND LEFT+INT SUCT -5.59 0.00 WL2 WIND LEFT+INT SUCT -3.99 0.00 WL2 WIND LEFT+INT SUCT -3.55 0.00 WL2 WIND LEFT+INT SUCT -440 0.00 WR1 WIND RIGHT+INT PRESS -11.18 WR1 WIND RIGHf+INT PRESS -7.57 0.00 WR1 WIND RIGHT+INT PRESS -6.90 0.00 WRt WIND RIGHT+INT PRESS -4.79 0.00 WR1 WIND RIGHT+INT PRESS -5.93 0.00 WR2 WIND RIGHT+INT SUCT -11.18 WR2 WIND RIGHT+INT SUCT -7.57 0.00 WR2 WIND RIGHT+INT SUCT -&90 0.00 WR2 WIND RIGHT+INT SUCT -4.79 0.00 WR2 WIND RIGHT+INT SUCT -6.93 0.00 EP EW PRESS+INT PRESS -8.93 EP2 EW PRESS+INT SUCT -0.40 0.89 EP2 EW PRESS+INT SUCT -4.79 0.48 EP2 EW PRESS+INT SUCT -3.83 0.33 EP2 EiV PRESS+INT SUCT -4.74 0.33 EOL SEISMIC LOAD 0.71 ESi EW SUCT-14NT PRESS -0.40 -1.08 ES1 EW SUCT+INT PRESS -4.78 -0.81 ES1 EW SUCT+INT PRESS -3.83 -0.43 ES1 EW SUCT+INT PRESS -4.74 -0.43 EQR SEISMIC LOAD RIGHT -0.71 EOL SEISMIC LOAD LEFT 0.41 0.00 EQL SEISMIC LOAD LEFT 0.59 0.00 FAL SEISMIC LOAD LETT 0.21 0.00 EOL SEISMIC LOAD LEFT 0.26 0.00 SL MIN SNOW LOAD 3.54 EOR SEISMIC LOAD RIGHT -0.41 0.00 EQR SEISMIC LOAD RIGHT -0.59 0.00 EOR SEISMIC LOAD RIGHT -0.21 0.00 EQR SEISMIC LOAD RIGHT -0.26 0.00 MAX. POS. REACTION 13.02 SL MIN SNOW LOAD 0.42 0.00 SL MIN SNOW LOAD 4.03 0.00 SL MIN SNOW LOAD 3.99 0.00 SL MIN SNOW LOAD 4.94 0.00 MAX. NEG. REACTION -10.02 MAX. POS. REACTION &70 0.88 MAX. POS. REACTION 7.15 0.49 MAX. POS. REACTION 6.74 0.33 MAX POS. REACTION 8.29 0.33 MAX. NEG. REACTION -6.84 -1.06 MAX. NEG. REACTION -6.34 -0.61 MAX. NEG. REACTION -4.34 -0.43 MAX NEG. REACTION -5.40 -0.43 BUTTE COUNT r;) F' REACTION NOTES: `'�cg' ^� . HB1 AT GRIDS T2 -R3, AND M2 -P3 1• THE AND HORIZONTAL (H AND 2N REACTIONS ARE STATEN 1 3 � G 0�v v"L.� IN KIPS. 1 KI 1000 POUNDS)MOMENTRE REACTIONS ARE STATED IN r 4 INCHDKIP ABOUT THE Z-AXIS. POSITIVE REACTIONS ARE SHOWN IN �?^ m/5' THE DIAGRAM BELOW. It' � 2. VALUES GIVEN ARE BASE REACTIONS THE FORCE APPLIED TO THE A V Z RL DEAD LOAD 0.581 0.00 CLL COLLATERAL. LOAD 1.14 0.00 LL LIVE LOAD 2.29 0.00 WL1 WIND LEFT+INT PRESS -2.09 0.00 WL2 WIND LEFT+INT SUCT -2.09 0.00 WR1 WIND RIGHT+INT PRESS -2.69 0.00 WR2 WIND RIGHT+INT SUCT -2.69 0.00 EP2 EW PRESS+INT SUCT -2.15 0.44 ESi EW SUCT+INT PRESS 1 -2.15 -0.50 EQL SEISMIC LOAD LEFT 1 0.08 0.00 EOR SEISMIC LOAD RIGHT -0.08 0.00 SL MIN SNOW LOAD 1 2.29 0.00 MAX. POS. REACTION 1 4.02 0.45 MAX. NEG. REACTION I -2.33 -0.50 WX AT SIDEWALL GRIDS P AND R H133 AT GRIDS V23 -R22 18'-6" CANOPIES AT GRID 23 12'-0" CANOPIES AT GRIDS 12'-0" CANOPIES AT GRIDS P AND R v v zv z v z v Z DL DEAD LOAD 1.90 DL DEAD LOAD 121 0.00 DL DEAD LOAD 0.82 0.00 DL DEAD LOAD 0.75 0.00 DL DEAD LOAD 0.88 0.00 CLL 00 LOAD 4.63 CLL COLLATERAL LOAD 2.49 0.00 CLL COLLATERAL LOAD 2.18 0.00 CLL COLLATERAL LOAD 1.99 0.00 CLL COLLATERAL LOAD 2.47 0.00 LL UNE LOAD 6.48 LL LIVE LOAD 4.98 0.00 LL LIVE LOAD 4.03 0.00 LL LIVE LOAD 3.99 0.00 LL UVE LOAD 4.94 0.00 WL1 WIND LEFT+INT PRESS -8.28 WLI WIND LEFT+INT PRESS -559 0.00 WL1 WIND LEFT+INT PRESS -3.99 0.00 WLt WIND LEFT+INi PRESS -3.55 0.00 WL1 WIND LEFT+INT PRESS -4.40 0.00 WL2 WIND LEFT+INi SUCT -8.28 WL2 WIND LEFT+INT SUCT -5.59 0.00 WL2 WIND LEFT+INT SUCT -3.99 0.00 WL2 WIND LEFT+INT SUCT -3.55 0.00 WL2 WIND LEFT+INT SUCT -440 0.00 WR1 WIND RIGHT+INT PRESS -11.18 WR1 WIND RIGHf+INT PRESS -7.57 0.00 WR1 WIND RIGHT+INT PRESS -6.90 0.00 WRt WIND RIGHT+INT PRESS -4.79 0.00 WR1 WIND RIGHT+INT PRESS -5.93 0.00 WR2 WIND RIGHT+INT SUCT -11.18 WR2 WIND RIGHT+INT SUCT -7.57 0.00 WR2 WIND RIGHT+INT SUCT -&90 0.00 WR2 WIND RIGHT+INT SUCT -4.79 0.00 WR2 WIND RIGHT+INT SUCT -6.93 0.00 EP EW PRESS+INT PRESS -8.93 EP2 EW PRESS+INT SUCT -0.40 0.89 EP2 EW PRESS+INT SUCT -4.79 0.48 EP2 EW PRESS+INT SUCT -3.83 0.33 EP2 EiV PRESS+INT SUCT -4.74 0.33 EOL SEISMIC LOAD 0.71 ESi EW SUCT-14NT PRESS -0.40 -1.08 ES1 EW SUCT+INT PRESS -4.78 -0.81 ES1 EW SUCT+INT PRESS -3.83 -0.43 ES1 EW SUCT+INT PRESS -4.74 -0.43 EQR SEISMIC LOAD RIGHT -0.71 EOL SEISMIC LOAD LEFT 0.41 0.00 EQL SEISMIC LOAD LEFT 0.59 0.00 FAL SEISMIC LOAD LETT 0.21 0.00 EOL SEISMIC LOAD LEFT 0.26 0.00 SL MIN SNOW LOAD 3.54 EOR SEISMIC LOAD RIGHT -0.41 0.00 EQR SEISMIC LOAD RIGHT -0.59 0.00 EOR SEISMIC LOAD RIGHT -0.21 0.00 EQR SEISMIC LOAD RIGHT -0.26 0.00 MAX. POS. REACTION 13.02 SL MIN SNOW LOAD 0.42 0.00 SL MIN SNOW LOAD 4.03 0.00 SL MIN SNOW LOAD 3.99 0.00 SL MIN SNOW LOAD 4.94 0.00 MAX. NEG. REACTION -10.02 MAX. POS. REACTION &70 0.88 MAX. POS. REACTION 7.15 0.49 MAX. POS. REACTION 6.74 0.33 MAX POS. REACTION 8.29 0.33 MAX. NEG. REACTION -6.84 -1.06 MAX. NEG. REACTION -6.34 -0.61 MAX. NEG. REACTION -4.34 -0.43 MAX NEG. REACTION -5.40 -0.43 BUTTE COUNT r;) F' REACTION NOTES: `'�cg' ^� . HB1 AT GRIDS T2 -R3, AND M2 -P3 1• THE AND HORIZONTAL (H AND 2N REACTIONS ARE STATEN 1 3 � G 0�v v"L.� IN KIPS. 1 KI 1000 POUNDS)MOMENTRE REACTIONS ARE STATED IN r 4 INCHDKIP ABOUT THE Z-AXIS. POSITIVE REACTIONS ARE SHOWN IN �?^ m/5' THE DIAGRAM BELOW. It' � 2. VALUES GIVEN ARE BASE REACTIONS THE FORCE APPLIED TO THE o PERPENDICULAR TO THE FRAME UNE. 1` ov a BRACING TO LOAD REVERSAL IN BOTH THE POSITIVE AND NEGATIVE DIRECTION OFDUE IIIA1 2 m +V o� i +H + +M 9 v BUILDER: 7PRDJECT- BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRAWN BY: AVALDEZ ENG: BSPARK b� 0A7e 0A1E DAM 1. BVTLEAl NORTH VALLEY 40X90X12 LRF CHK'D BY: DATE. 08/02/10 Cal DMWN UY' piANN er DPAWN er: ® BUILDING SYSTEMS RG ADMINCENTER 20# LL + 10#CLL SPECIFIC DRAWING NUMBER. REV. IN atue8wp��dlr�eNoLfcs,Mc Butwmwdadft cHlCo, CA RICHVALE 90 MPH EXP C CA 07 REACTION DRAWING U10-174113-01 E 00 6 o CHITIOD ar cdEacm ev amacm er . H V OL DEAD LOAD -0.07 1.63 CLL COLLATERAL LOAD -0.15 3.07 LL LIVE LOAD -0.27 4.88 WL1 WIND LEFT+INT PRESS 0.20 -4.25 WL2 WIND LEFT+INT SUCT 0.13 -2.49 WR1 WIND RIGHT+INT PRESS 0.12 -2.87 WR2 WIND RIGHT+INT SUCT 0.05 -1.11 EP1 EW PRESS+INT PRESS 0.18 -4.26 EQL SEISMIC LOAD LEFT 0.05 050 EQR SEISMIC LOAD RIGHT -0.05 -0.50 SL MIN SNOW LOAD -0.05 356 MAX. POS. REACTION 0.16 9.59 MAX. NEG. REACTION -0.49 -3.27 o PERPENDICULAR TO THE FRAME UNE. 1` ov a BRACING TO LOAD REVERSAL IN BOTH THE POSITIVE AND NEGATIVE DIRECTION OFDUE IIIA1 2 m +V o� i +H + +M 9 v BUILDER: 7PRDJECT- BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRAWN BY: AVALDEZ ENG: BSPARK b� 0A7e 0A1E DAM 1. BVTLEAl NORTH VALLEY 40X90X12 LRF CHK'D BY: DATE. 08/02/10 Cal DMWN UY' piANN er DPAWN er: ® BUILDING SYSTEMS RG ADMINCENTER 20# LL + 10#CLL SPECIFIC DRAWING NUMBER. REV. IN atue8wp��dlr�eNoLfcs,Mc Butwmwdadft cHlCo, CA RICHVALE 90 MPH EXP C CA 07 REACTION DRAWING U10-174113-01 E 00 6 o CHITIOD ar cdEacm ev amacm er . ANCHOR BOLTS OR FOUNDATION WILL BE IN THE OPPOSITE DIRECTION TO THAT SHOWN. - 3. INDIVIDUAL LOAD CASE REACTIONS ARE UNFACTORED VALUES FROM A FIRST ORDER ANALYSIS. APPROPRIATE LOAD FACTORS MUST BE APPLIED FOR P�FESSIO1vq� DESIGN OF FOUNDATIONS. 4. MAX POS AND MAX NEG REACTIONS ARE SHOWN FOR INFORMATIONAL PURPOSES C,PY G 2 ONLY AND ARE COMPUTED FROM ASD LOAD COMBINATIONS USED IN THE S FRAME DESIGN. THE INDIVIDUAL MAX REACTIONS MAY NOT BE CAUSED BY THE m SAME LOAD COMBINATION. REACTIONS 5. SEISTHE N ' IOWN GG CODE CONSISTENT WITH THE BASE WITHOUT SHEAR (V) FROM SPECIFIED BUILDIINC WITHO ANY FACTORS APPLIED Ij 0 .: 6. BRACING REACTIONSa. 1!�\ REACTTIONS OM THEIrINTERMCEDIAONE FRRAMNES THESE REkHONES 2SHAD LD BE �\ COMBINED TO GET THE TOTAL REACTIONS FOR THE FOUNDATION DESIGN. b. HORIZONTAL SIDEWALL BRACING REJECTIONS (HI ARE IN THE Z-AXIS DIRECTION o PERPENDICULAR TO THE FRAME UNE. 1` ov a BRACING TO LOAD REVERSAL IN BOTH THE POSITIVE AND NEGATIVE DIRECTION OFDUE IIIA1 2 m +V o� i +H + +M 9 v BUILDER: 7PRDJECT- BUILDING ORDER DESCRIPTION: DRAWING TITLE: DRAWN BY: AVALDEZ ENG: BSPARK b� 0A7e 0A1E DAM 1. BVTLEAl NORTH VALLEY 40X90X12 LRF CHK'D BY: DATE. 08/02/10 Cal DMWN UY' piANN er DPAWN er: ® BUILDING SYSTEMS RG ADMINCENTER 20# LL + 10#CLL SPECIFIC DRAWING NUMBER. REV. IN atue8wp��dlr�eNoLfcs,Mc Butwmwdadft cHlCo, CA RICHVALE 90 MPH EXP C CA 07 REACTION DRAWING U10-174113-01 E 00 6 o CHITIOD ar cdEacm ev amacm er . 16 22 FRAME AT GRIDS C AND F F------� '- 13 14 17 20 22 FRAME AT GRID N 13 14 17 20 22 FRAME AT SIDEWALL GRID H 1 H 1 V 22 H V DL DEAD LOAD 0.53 262 -053 2.64 CLL COLLATERAL LOAD 1.40 6.14 -1.40 6.24 LL LIVE LOAD 1.62 7.30 -1.62 11.86 WI -1 WIND LEFT+INT PRESS -4.19 -8.25 -1.65 -4.77 WL2 WIND LEFr+INT SUCT -5.03 -6.31 -0.08 2.60 WR1 WIND RIGHT+INT PRESS 0.32 -5.05 0.70 -5.22 WR2 WIND RIGHT+INT SUCT -052 -3.11 -0.50 -238 EPI EW PRESS+INT PRESS -0.34 -7.72 . 0.89 -7.58 EOL SEISMIC LOAD LEFT -269 -1.53 -1.71 215 EOR SEISMIC LOAD RIGHT 269 1.53 1.71 -0.05 0.00 0.00 0.05 0.0.3 -0.05 SL MIN SNOW LOAD -0.04 -0.85 0.04 3:20 MAX. POS. REACTION 3.95 16.05 0.92 20.83 MAX. NEG. REACTION 73.88 -6.65 -5.18 -6.00 F------� '- 13 14 17 20 22 FRAME AT GRID N 13 14 17 20 22 FRAME AT SIDEWALL GRID H 10 WX AT GRIDS L b� WX AT SIDEWALL GRIDS G AND 11 1J Z is 0.82 17 CLL COLLATERAL LOAD 20 1 22 LL LIVE LOAD 3.77 H V' H V H V V I H V DL DEAD LOAD 0.08 4.52 0.001 279 0.00 3.17 2.22 -0.08 2.60 CLL COLLATERAL LOAD 0.17 7.33 0.00 5.08 0.00 6.37 4.54 -0.17 5.69 LL LIVE L� 0.24 14.13 0.00 10.17 0.00 1254 5.01 -0.24 8.43 SLL SNOW LOAD LEFT SLOPE -0.03 3.15 0.00 -0.05 0.00 0.00 0.05 0.0.3 -0.05 WLt WIND LEFT -HNT PRESS -4.35 -18.21 0.00 -0.04 0.00 -6.12 -15.58 -9.26 0.73 WL2 WIND LEFT+INT SUCT -4.63 -1&58 0.00 1.51 0.00 -4.90 -14.82 -9.70 210 WRI WIND RIGHT+INT PRESS -1.70 -10.90 0.00 -244 0.00 -5.25 -7.62 -4.09 -202 WR2 WIND RIGHT+INT SUN -1.98 -9.26 0.00 -0.89 0.00 -4.02 -6.87 -4.52 -0.66 EP1 EW PRESS+INT PRESS -1.45 -14.33 1.01 -5.23 1.11 -7.04 -8.471' -290 -6.76 EOL SEISMIC LOAD LEFT -267 -3.64 0.DO 4.33 0.00 0.28 -8.85 -6.06 8.49 EQR SEISMIC LOAD RIGHT 2.67 3.64 0.00 -4.33 0.00 -0.28 6.85 8.06 -8.49 SL MIN SNOW LOAD -0.01 -0.01 0.00 0.01 0.00 0.02 -0.14 0.01 3.27 MAX. POS REACTION 2.12 26.07 1.07 1&14 1.18 2210 13.92 4.29 17.02 MAX. NEG. REACTION -4.55 -1537 -0.06 -3.57 -0.09 -5.15 -13.71 -9.851-5,23 10 WX AT GRIDS L b� WX AT SIDEWALL GRIDS G AND 11 DZLLTf y1/7C 4 F. 123 C22 T-�- HB4 (HIP BEAM #4) 9 E V Z DL I DEAD LOAD 0.82 0.00 CLL COLLATERAL LOAD 1.89 0.00 LL LIVE LOAD 3.77 0.00 I WIND LEFT+INT PRESS -3.42 0.00 WL2 WIND LEFT+INT SUCT -3.42 0.00 WR1 WIND RIGHT+INT PRESS -4.62 0.00 WR2 WIND RIGHT+INT SUCT -4.62 0.00 EP2 EW PRESS -HNT SUCT -3.69 0.53 ES1 EW SUCT+INT PRESS -3.69 -0.67 EOL SEISMIC LOAD LEFT 0.29 0.00 EQR SEISMIC LOAD RIGHT -0.29 0.00 SL MIN SNOW LOAD 4.65 0.00 MAX. POS. REACTION 7.36 053 MAX. NEG. REACTION -4.12 -0.67 DZLLTf y1/7C 4 F. 123 C22 T-�- HB4 (HIP BEAM #4) 39MER Butler Manutacd,rir� 611,1113W a 811111fte North AM&IM Inc. F� 13 14 22 FRAME AT GRIDS J -AND L REACTION NOTES: n I. IN INCH=EKIP�S TI_S1 KIP" �1�OOPOUN�DSAIANETITR OCNOSONAROA IN KI ABOUT THE Z -NOS. P6 THE DIAGRAM BELOW. 2 VALUES GIVEN ARE BASE REACTIONS. THE FORCE APPLIED TO THE ANCHOR BOLTS OR FOUNDATION WILL BE IN THE OPPOSITE DIRECTION TO THAT SHOWN. 3. INDMDUAL LOAD CASE REACTIONS ARE UNFACTORED VALUES FROM A FIRST ORDER 'ANALYSIS. APPROPRIATE LOAD FACTORS MUST BE APPLIED FOR DESIGN OF FOUNDATIONS. 4. MAX POS AND MAX NEG REACTIONS ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE COMPUTED FROM ASD LOAD COMBINATIONS USED IN THE FRAME DESIGN. THE INDMDUAL MAX REACTIONS MAY NOT BE CAUSED BY THE SAME LOAD COMBINATION. 5. SEISMIC REACTIONS SHOWN ARE CONSISTENT WITH THE BASE SHEAR M FROM THE SPECIFIED BUILDING CODE WTTHDUT ANY FACTORS APPLIED. 6. BRACING REACTIONS a. THE WIND LOAD BRACING REACTIONS DO NOT INCLUDE EP1 EP2 AND ESI REACTIONS FROM THE INTERMEDIATE FRAMES. THESE REACTfONS SHOULD BE COMBINED TO GET THE TOTAL REACTIONS FOR THE FOUNDATION DESIGN. b. HORIZONTAL SIDEWALL BRACING REACTIONS (H) ARE IN THE Z-AXIS DIRECTION PERPENDICULAR TO THE FRAME LINE e. BRACING FORCES MAY ACT IN BOTH THE POSITIVE AND NEGATIVE DIRECTION DUE TO LOAD REVERSAL +V +Z J �--+H +M BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: NORTH VALLEY 40X9OXl2 LRF BUILDING SYSTEMS [LUNDBEERG ADMIN CENTER 20# LL + 10#CLL CHICO, CA RICHVALE 90 MPH EXP C CA 07 BUTTE GO I SPECIFIC REACTION DRAWING DRAWN BY. AVALDEZ ENG* BSPA CHK'D BY: DATE: 08, DRAWING NUMBER: D10-174113-01 F REV. 00 X-�z Z OL DEAD LOAD 0.941 0.00 CLL COLLATERAL LOAD 1241 0.00 = LIVE LOAD 4.49 0.00 WL1 WIND LEFT+INT PRESS -4.25 0.00 WL2 WIND LEFT+INT SUCT -4.25 0.00 WR1 WIND RIGHT+INT PRESS -6.20 0.00 WR2 WIND RIGHT+INT SUCT -6.20 0.00 EP2 EW PRESS+INT SUCT -4.71 0.70 ESI EW SUCT+INTPRESS -4.71 -0.87 EOL SEISMIC LOAD LEFT 1.00 0.00 EQR SEISMIC LOAD RIGHT 71.00 0.00 SL MIN SNOW LOAD 2.691 0.00 MAX. POS. REACTION 851 0.70 MAX NEG. REACTION -5.64 -0.87 39MER Butler Manutacd,rir� 611,1113W a 811111fte North AM&IM Inc. F� 13 14 22 FRAME AT GRIDS J -AND L REACTION NOTES: n I. IN INCH=EKIP�S TI_S1 KIP" �1�OOPOUN�DSAIANETITR OCNOSONAROA IN KI ABOUT THE Z -NOS. P6 THE DIAGRAM BELOW. 2 VALUES GIVEN ARE BASE REACTIONS. THE FORCE APPLIED TO THE ANCHOR BOLTS OR FOUNDATION WILL BE IN THE OPPOSITE DIRECTION TO THAT SHOWN. 3. INDMDUAL LOAD CASE REACTIONS ARE UNFACTORED VALUES FROM A FIRST ORDER 'ANALYSIS. APPROPRIATE LOAD FACTORS MUST BE APPLIED FOR DESIGN OF FOUNDATIONS. 4. MAX POS AND MAX NEG REACTIONS ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE COMPUTED FROM ASD LOAD COMBINATIONS USED IN THE FRAME DESIGN. THE INDMDUAL MAX REACTIONS MAY NOT BE CAUSED BY THE SAME LOAD COMBINATION. 5. SEISMIC REACTIONS SHOWN ARE CONSISTENT WITH THE BASE SHEAR M FROM THE SPECIFIED BUILDING CODE WTTHDUT ANY FACTORS APPLIED. 6. BRACING REACTIONS a. THE WIND LOAD BRACING REACTIONS DO NOT INCLUDE EP1 EP2 AND ESI REACTIONS FROM THE INTERMEDIATE FRAMES. THESE REACTfONS SHOULD BE COMBINED TO GET THE TOTAL REACTIONS FOR THE FOUNDATION DESIGN. b. HORIZONTAL SIDEWALL BRACING REACTIONS (H) ARE IN THE Z-AXIS DIRECTION PERPENDICULAR TO THE FRAME LINE e. BRACING FORCES MAY ACT IN BOTH THE POSITIVE AND NEGATIVE DIRECTION DUE TO LOAD REVERSAL +V +Z J �--+H +M BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: NORTH VALLEY 40X9OXl2 LRF BUILDING SYSTEMS [LUNDBEERG ADMIN CENTER 20# LL + 10#CLL CHICO, CA RICHVALE 90 MPH EXP C CA 07 BUTTE GO I SPECIFIC REACTION DRAWING DRAWN BY. AVALDEZ ENG* BSPA CHK'D BY: DATE: 08, DRAWING NUMBER: D10-174113-01 F REV. 00 d a ESI . VV B16 HB6 WX AT GRID 13, 14, H AND J N65 E,9 9 OL DEAD _ v z e16 CLL COLLATERAL LOAD 5.2 0.00 DL DEAD LOAD V 1.53 z 0.00 jKlMIND Etg V 1.05 z 0.00 LL LIVE LOAD CLL COLLATERAL LOAD 4.05 0.00 238 0.00 11.45 0.00 LL LiVE LOAD 8.09 0.00 WL1 WIND LEFT+iNf PRESS -11.31 -031 �V11�� P PMS �� -0.� 4.76 0.001 WL2 WIND LFFT+INi SUCT =805 0.31 WL2 WIND LEFT+UR SUGT -1.68 0.� PRESS -4.60 0.00 WRt WWD RIGHT+INT PRESS -6 98 -0 31 WRt WIND. RKKiT+INi PRESS -5.70 -p 22 -4.80 0.00 WR2 WIND RIGHT+INT SUCT =3.70 0.31 WR2 WIFm .RIGHT+INi SUCT " �i 34 0.22 WR1. WIND. RIGHT+INr PRESS -6. ' 0.00 EPZ EW PRESS+INT SUCi -13.51 ,. 1.48 EP2 EW.'PRESS+PIT SUCr =334 1.09 WR2 WIND RIGHT+INT SUCT -6.73 0.00 ESi EW PRESS}INT EFT -1596 -1.71 F51 EW';PRESS+INT"SUCi -5.70 -1 29 EP2 EW PRESS+INT•SUCT -5.11 0.78 EOL SEISMIC LDAD" LEFT 1.03 ._ 0.00 EQL SEISMIC LOAD IEFT -0.58 122 ESI EW PRESS+INT SUCT -5.11,. =0.66 EOR!SEISMIC LOAD'RIGHT -1.03 0.00 EOR'SE]SM(C LOAD: RIGHT 058 0.00 EOL SDSMIC LOAD LEFT. 1.19 OAO SL MIN SNOW LOAD 11.45 0.00 SL' MIN SNOW LOAD FAR SEISMIC -LOAD RIGHT -1.18 0.00 MAX. P� REACTION 19.BD ... 8� OAO SC MIN SNOW,LAAD : Sze 0.00 1'48 MAX. POS:' RFACnON 13.67 1 AB MAX." POS.' REACTION 11.98 0.79 MAX. NEG. REACTION 142(1 ... -1.71 MAX. NEG. REACITON ' -4.78 -1.28 MAX'. NEG RFACTIOH -6.10 -099 DESIGN CRITERIA PER 2007 EDITION OF THE CALIFORNIA BUILDING CODE Occupancy Catego able 16045) III (High Occupancy) Section 1606 Dead Loads Weight of Roof Panel Insulation, and Secondaries s Collateral Load an Frames Electrical Fire, & Solar 2,7 10.0 Collateral Load on Secondaries, (psQ Electrical, Fire, & Solar 10.0 -52 On 1603.1.2 Roof Live Load Roof Live Load sf), Reducible er Section 1607.11.2 20 Section 1603.1:3 Roof Snow Load Ground Snow Load P Roof Snow Load, Pf S 0 Snow Load Im dnance Factor, Is 0 Snow E bsure Factor Ce 1 1 Snow InormalFactor,.Ct 1 0 1.0 Section 1603.1.4 Wind Design Data Basic Wind Speed, 3 sec Oust (Mph) Wind Importance* Factor Iw 85 Wind osure..Catqgory 1 15 C Enclosure ClassifidaUoh InternalPressure E Enclosed losed Section" 1603:1.6.1ii4li "cake Desi n Data SeWmIC Im rtance Factor,.Is 1.25 ectra) Res OnS6 Acceleration at 0.2 -sec Period, Ss S rai Res onse Acoaleratfon at i-eec Period S1 5645 Design Spectral Res onse Acceleration at ShoR Periods, SdS0.505 23% Desi n S ecVal R Pone Acceleration at 1 -see Period, Sdt 0297 Site Class .D Seismic Design Cate o .. Basic Seismic Force:* esistin em s D R Braciri - Ordinary Cdncentricall Braced Frames OCBF 3.25 Main Frames - Or�SteGlMqment"me OSM 3:5 Seismi�Re"sponse acin 0.194 ain Frames Desi ps), V = Cs W 0.18 Analysis Procedure: Equivalent Lateral Force Procedure Sae Reactions Not Designed for -Factory mutual BUTLER Budd rMwutsft" 6Iv9kapeBu dlWN00 meLk%InL ab WX AT GRIDS 19 AND 21 WX @ Val z W>t @ v 8 3 NORTH VALLEY BUILDING SYSTEMS CHICO, CA REACTION NOTES:BUTTE �jQ�J G r? 1. THE VEitTICALgpM MID HORRANT (� AND RE4Ci10NS ARE 5TATED (w� , N�qi�-KiABOUf llff Z P DS " ROMENT OAREOH�MI ISN S� I N � THE DIAGRAM 8t9OH4 T rrJJ ANCCHOOR e�OLTS OR FOUNDA�TIOONNOWILLL THE INTHE OPPOSITE E OIRRIXTION TD „ '''FESS101 THAT SHOWN... Q 3. INDIVIDUAL LOAD CASE REACTIONS ARE U14FACrOAED VALUES FROM A HAST G DORDER ESIGN ����ppRON TE LOAD FACICRS MUST BE APPLIED FOR Q � `�� 4. MAX POS AND MAX NEG REACRONS ARE SNOWN.f OR INFORMATIONAL, PURPOSES ONLY AND ARE COMiRlTED.FROM A50 LOAD COMBINATIONS USED IN THE FRAME DESIGN. THE INDMDUAI. MAX RFACAONS MAY NOT BE CAUSED By THE SAME LOAD COMBINATION. N B SEISMIC RFADTIONB SHOWN •ARE CONSIs1ENf WITH THE BASE SHEAR M FROM ♦j THE SPECIFIED BUILDING CODE WITHOUT ANY FACTORS APPLIED. (� 6. BRACING REA00NS ,yd a. THE WIND LDAD BRACING REACTIONS DO NOT INCLUDE FPi EP2 AND ESi ai RFACnONS FROM THE lND]iMED1ATE FRAMES. THESE REk&NS SHOULD BE Q b. HORRQbNIAL SSIDEWALL BRACINGNED TO GEr THE TOTAL- RFACTIONS REACTIONS�R THE FOUNDATION DESIGN 9Z C 11 ��. PERPENDICULAR TO THE FRAME UNE (N) ARE IN THE Z-AXIS DIRECTION a BRACING FORCES MAY ACr IN BOTH THE POSITIVE AND NEGATIVE DIRECTION 0 DUE TO LOAD REVERSAL +V { �+H , +M IOJEC , _ r20# ORDER DESCRIP ION: DRAWING TITLE. DRAWN. BY AVALDEZ . ENG: SSPARK 40X90X12 LRF CHO By.; DATE. OB/oz/io LUNDBERG ADMIN :CENTERLL + 10#CLL SPECIFIC DItp I nalMel� LREV.RICHVALE MPH EXP C CA 07 REACTION. DRAWING ; D10.174113-010 PORTAL FRAME REACTION HI1 1 V V sIDEwALLp BGRETWEETI (WL) (wL) (EO) (Eo) 13 X -W 2 1 2 1 5 8 17 X -W 2 1 2 1 5 8 PORTAL FRAME REACTION H H V V SI EWALL GRID GB Po� (WL) (WL) (EQ) (EQ) 13 J -H8 22 10 30 22 J -H 81 15 10 22 PORTAL FRAME REACTION I PORTAL FRAME REACTION JL H H H H V V V V SIGRD GRIDSALL B�EN (WL) (WL) (EO) (EO) l V s GRID GRIDS BETWEEN H V PORTAL FRAME REACTION I IL H H V V SI GRID BETWEEN V (Q) (Q) 18 C -F 5 9 718 22 C -F 5 9 7 16 REACTION NOTES: 1. n 1 INEIOPPS. (II KIP X10 0 POUNDDSS) (H OT tZEACItONSNARE�STATTEEAD IN INCH -KIPS ABOUT THE Z-AXIS POSITIVE REACTIONS ARE SHOWN IN THE DIAGRAM BELOW. 2. VALUES GIVEN ARE BASE REACTIONS. THE FORCE APPLIED TO THE ANCHOR BOLTS OR FOUNDATION WILL BE IN THE OPPOSITE DIRECTION TO THAT SHOWN. 3. INDIVIDUAL LOAD CASE REACTIONS ARE UNFACTORED VALUES FROM A FIRST ORDER ANALYSIS. APPROPRIATE LOAD FACTORS MUST BE APPLIED FOR DESIGN OF FOUNDATIONS. 4. MAX POS AND MAX NEC REACTIONS ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE COMPUTED FROM ASD LOAD COMBINATIONS USED IN THE FRAME DESIGN. THE INDIVIDUAL MAX REACTIONS MAY NOT BE CAUSED BY THE SAME LOAD COMBINATION. 5. SEISMIC REACTIONS SHOWN ARE CONSISTENT WITH THE BASE SHEAR M FROM THE SPECIFIED BUILDING CODE WITHOUT ANY FACTORS APPLIED. S. BRACING REACTIONS a. THE WIND LOAD BRACING REACTIONS DO NDT INCLUDEEP1, EP2 AND ESI REACTIONS FROM THE INTERMEDIATE FRAMES. THESE REACTIONS SHOULD BE COMBINED TO GET THE TOTAL REACTIONS FOR THE FOUNDATION DESIGN. b. HORIZONTAL SIDEWALL BRACING REACTIONS (H) ARE IN THE Z-AXIS DIRECTION PERPENDICULAR TO THE FRAME LINE e. BRACING FORCES MAY AST IN BOTH THE POSITIVE AND NEGATIVE DIRECTION DUE TO LOAD REVERSAL +V �--+H + +M BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: r0AATE' oAre BV pNORTH VALLEY 40X90X12 LRF ar. OPAM Em. ® - BUILDING SYSTEMS LUNDBERG ADMIN CENTER 20# LL + 10#CLL CHICO, CA RICHVALE 90 MPH EXP C CA 07 CHECKM IT(: �� BU*Wp9 BddIEp NOTfh AEnwkA a10. BUTTE COUNrf ING TITLE: SPECIFIC PORTALS REACTION DRAWING G Q F 11 FDRAWNBY*AVALDEZ ENG: BSPARK Y: DATE 06/02/10 NUMBER: 0-174113-01 H F7REV4 (WL) (WL) ((EO) V T 4-5 4 5 10 13 T -N 20-22 4 5 HH 13 M 4-5 4 5 10 13T -N 20-22 4 5 13 PORTAL FRAME REACTION I IL H H V V SI GRID BETWEEN V (Q) (Q) 18 C -F 5 9 718 22 C -F 5 9 7 16 REACTION NOTES: 1. n 1 INEIOPPS. (II KIP X10 0 POUNDDSS) (H OT tZEACItONSNARE�STATTEEAD IN INCH -KIPS ABOUT THE Z-AXIS POSITIVE REACTIONS ARE SHOWN IN THE DIAGRAM BELOW. 2. VALUES GIVEN ARE BASE REACTIONS. THE FORCE APPLIED TO THE ANCHOR BOLTS OR FOUNDATION WILL BE IN THE OPPOSITE DIRECTION TO THAT SHOWN. 3. INDIVIDUAL LOAD CASE REACTIONS ARE UNFACTORED VALUES FROM A FIRST ORDER ANALYSIS. APPROPRIATE LOAD FACTORS MUST BE APPLIED FOR DESIGN OF FOUNDATIONS. 4. MAX POS AND MAX NEC REACTIONS ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ARE COMPUTED FROM ASD LOAD COMBINATIONS USED IN THE FRAME DESIGN. THE INDIVIDUAL MAX REACTIONS MAY NOT BE CAUSED BY THE SAME LOAD COMBINATION. 5. SEISMIC REACTIONS SHOWN ARE CONSISTENT WITH THE BASE SHEAR M FROM THE SPECIFIED BUILDING CODE WITHOUT ANY FACTORS APPLIED. S. BRACING REACTIONS a. THE WIND LOAD BRACING REACTIONS DO NDT INCLUDEEP1, EP2 AND ESI REACTIONS FROM THE INTERMEDIATE FRAMES. THESE REACTIONS SHOULD BE COMBINED TO GET THE TOTAL REACTIONS FOR THE FOUNDATION DESIGN. b. HORIZONTAL SIDEWALL BRACING REACTIONS (H) ARE IN THE Z-AXIS DIRECTION PERPENDICULAR TO THE FRAME LINE e. BRACING FORCES MAY AST IN BOTH THE POSITIVE AND NEGATIVE DIRECTION DUE TO LOAD REVERSAL +V �--+H + +M BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: r0AATE' oAre BV pNORTH VALLEY 40X90X12 LRF ar. OPAM Em. ® - BUILDING SYSTEMS LUNDBERG ADMIN CENTER 20# LL + 10#CLL CHICO, CA RICHVALE 90 MPH EXP C CA 07 CHECKM IT(: �� BU*Wp9 BddIEp NOTfh AEnwkA a10. BUTTE COUNrf ING TITLE: SPECIFIC PORTALS REACTION DRAWING G Q F 11 FDRAWNBY*AVALDEZ ENG: BSPARK Y: DATE 06/02/10 NUMBER: 0-174113-01 H F7REV4 I a,-- USLEHR H Bad �/ X TENGER AN 4d BOLTS X LENGTHly �f1554, GRAD 36) (R1WECfED 3€ 36) 3. DETAIL AB1 DETAIL AB2 D e• r r 10 1/16• 1•-6 3/8• 1'-4 3/4• 5' N ® ® I$I$I I I ® ® ----- D N ti USE 8 1' DIA X LENGTH $ 8 USE (41 1 114• W1 X LENGTH 1•-0' WIN; AN 36) — — — — — 1F'S540R. C GRADE15 38� r�cwE �ROJDC'fED 3 1/2 DETAIL A96USE(( DETAIL AB6A ANCHD4t� BOLTS LENGTH LFNG Q554 GRADE 36) p OJEItTED 2 1/2 N IrI 4• 4• Irl I 1-0' DETAIL AUNSC BOLTS X LENGTH A ( 55q �Ra554 GRA3;38) 93 S - �F 0 0 DETAIL A815 USEBO(4) 1' Da X LENGTH ANCH LTS 36) DETAIL A811 P IC -USE 04R BOL.44' DIA X LENGTH ANrH(F1S54 TED 3 GRAD1/E 362) PPROJEC (UAHSCH(41 BOLTS X LENGTH PRIZIE ED 3'€ 36) DETAIL AB16 B�d7'LER Butler Manufacturing Blueftpe Built s NorlhAmeft trio. y --— P p5. T 8• USE C41 1• DIA X LENGTH "jl F1554R, GRADE 36) ECTFD 3'. DETAIL AB3 FRAME 13 USE 8 X LENGTH CHOR SOLIS T• 8• 3 E 36) r NUM �F1RI5�RAf)€ 38) r E' 1 z � � 5• 4' BUILDER: 1' 1'-0• +�Y , . DRAWING TRLE DRAWN BY: ENG: BSPARKMIER DETAIL AB7 g USE(41 1' DIA X LENGRi ANCHOR BOLTS (F1554, GRAD€ 38) PPROJECTED 3 DETAIL AB12 SEEPRPwTE�APPROPRIATE DETAIL 10 1/16* 1'-6 3/8. . a+ n II ANCHC4R BOLDA X LENGTH (F1554, GRADE 36) PPRQIE]CTED 3' DETAJL A84 3/8• LO I/16• 1•-0• ' 1 1•-0 3/41 1 i A• w ANCH04R SOL754' DIA X LENGTH I� (F15S4 GRADE 38) ztm.vROJE(:TED 3 .1/2 — • m ® ® Q1 (g� 4• 5• USE OR 1' DIA X LENGTH (A(�NCH DOLTS 1'-0 1• PR(VEECIED F 38) DETAIL ABS A �cp o-� m + 1rr s• 2' 10• AUS 4d .1144- DIA X LENGTH (FI554, GRADE 36) PROJECTED 3 1/2 DETAIL AB13 SIDEWALL COLUMN BASE SEE APPROPRIATE DETAIL 1'-6 3/8' 10 1/16' c� Ir=======_1 II � II 2 _u u w ANCHO4R BODIA LTS X LENGTH A {F1554, GRADE 36) PROJECTID 3' DETAIL AB5 r USE W 1' DIA X LENGTH LI BOLTS � J€ JB) DETAIL AB9 � F GP�\��r FRAME 1 1 4' DIA , a / ANCHOR BOLTS v 4• FRAME USE ba 1' DIA X LENGTH ANCHN BOLTS 3R/2 FED �F1RI5�RAf)€ 38) 3 R1/2 � F GP�\��r FRAME 1 1 4' DIA , a / ANCHOR BOLTS v L 1 1 /4' DIA ANCHOR BOLTSPJE FRAME 3R/2 FED 3 R1/2 1 DETAIL A319X PORTAL FRAME_ COLUMN - (LEFT) DETAIL A32OX PORTAL FRAME COLUMN - (RIGHT) BUILDER: PROJECT: BUILDING ORDER DESCRIPTION: +�Y , . DRAWING TRLE DRAWN BY: ENG: BSPARKMIER NORTH VALLEY 40X90X12 LRF CHK'0 BY: AVALDQ DATE 06/U2/10 BUILDING SYSTEMS LUNDBERG ADMIN CENTER 20# LL + 10#CLL ANCHOR BOLT DRAWING NUMBER: REV, CHICO, CA RICHVALE 92 MPH EXP C CA 07 DETAIL SHEET D1 x_174113-01 j 00 O �o m Yj ;> k ^ Cl) iJcl) u: o ui ��d `3• z o U o d � r= °�d�ls���b D O J U Q 0 Q O z 04 0 n J O o WUU FL —J p V a a 13 T + �S O J X J = z N g N S M m W Z W U Z J Q6 2 U_ m O Z a 3 CL CL fA f U � O 2 Z U Q O U Z m 9 D to a It . a O ' o is I . a .d o V• a dvamuasn►cnansmmwsav mawaws vw paw soeart oma -so-so rviw. oNwmn .... ..... .... ........................... ... ..... ..... .... ... .............. ... .. .... ......... . ...... .... .... ... .... ...... 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CHECKED BY zap' Z 27/7 I -7k V64-xx--Z DRAWING NUMBER le, 9 F -P, Steel CompanyP�tJfl�f-Bl Dl 04 74113-02B cc A BlueScope .... ..... .... ........................... ... ..... ..... .... ... .............. ... .. .... ......... . ...... .... .... ... .... ...... J L.] ................ . ........... .... .......... .......... .. ..... ..... ........... . ........... .......... . . . . . . . ... . ....... ..... ... . ... ..... ..... . .......... ..... .... ..... ...... .. .... ..... . ... ... .... . ... rDRAWN BY: I REV 90. 1 CHECKED BY DRAWING NUMBER I D10 -174113-02F .... .... ..... ......... . .... ...... .. .............. ....... ........... . ..... ..... ..... ..... ..... ... . ................................ ... ..... ..... ........... . . . . ..... .... ..... .......... ...................... ........ ..................... ........... r ..... ..... 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L. - i t : : . . . . . . . . . . . . : ..... ..... .... .... .... .... .... .. . . . . . . . . . . . . . . . . . ................ . . . . .. . . . .. ............................. . . . ..... ... ........... .... . . ..... ..... .. ....... ..... ... ..... . . . . . . . . . . ..... ..... ........... . . ..... ...... .. ...... ........ ..... . .... .... ... . ... ............. . ..... .......... .... ... . ........... ... ....... T .... ..... ...... .... ...... ... ....... ...... .. ........ .... ..... ..... .. .. ... ...... . . .... . .. ...... ... ....... . ..... . .... ............ .......... .... ... . ........ ..... ..... .. . ... .. . ............. .. ..... ... . . .. ..... ..... ... .. ............ .............. ..... .... ....... .. ........... . . ......... ...... ...... ........... ................ ........ .. . ...... .... ........... .... ... ............. ...... .......... LJ I ......... ..... ...... ..... .... ... . ....... ........... .. o DATE REVISION NO. DATE REVISION NO. 13UTLER BUIt.DEF1-7 PROJECT BY CHK W BY CHK r z/7 fig & _Ms Ir4. t o A BlueScope Steel Company .... .......... .......... .. ..... ..... ........... . ........... .......... . . . . . . . ... . ....... ..... ... . ... ..... ..... . .......... ..... .... ..... ...... .. .... ..... . ... ... .... . ... rDRAWN BY: I REV 90. 1 CHECKED BY DRAWING NUMBER I D10 -174113-02F WO 'ON WHOA ; ; ; m . . . ! . : , .. .. , . . ­ . .. --- : .... � ..... I ..... i .... i ..... 3 .... 4 .... i ..... i ..... : : : . : .. . .: ..... t ..... : ..... %. : , : . i-. ..�� . .... �... _ ...I.. :_.i_..i ..... * ... :!_i ..... ! ..... 4 .......... L. . ? . F , � - . w. . : : : : ::. : . _. i_l . , - .. ,...:% , F.i.'. C.� "',.'., . ­. '. '. . .4 . . . . r _77,;.. i .� '. .. .. � ! � '. � i. : , .: � . . . j ; : ; I . i � 1, ." i _�' i i - t - , , . : - �i ; . . . : . ; , : -, . . . ! t . : : . % , : * . ` - , 1 .- � .. . ! .... 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I . ...". _: - � I . . .14\1- ... .. � . . . : . -, - . .. I-— � ..:­ ._-._..:..._.-j �. � : . - . . . ; - . - - : I . . :. - I . . . . _t% ... ... � '..j ...., . . i , .: - - ... . p 1. il � t --..4�.. I , - - ... .1. ...- .- , 1-1 . . i . . - -----..-- __ :;: m PAGE a CN MO C*0 T_ T_ qT I'*- -., 7_•, I 0 T- , y m LRO M03 BUILDER PROJECT �,JA-L�'T e-P—M-F A Blueftope� Steel Company e7lr elvram!5- , 4---A-re- I-, BUILDING .... ... . .... ..... —1-4 J .... ...... !-i F -.2 t ;.4 4 4. T —Y E. !DESIGNED BY DATE: I Ob -1, C--Ot4 &b ac --T 10 1-4> I BY: D10 -174113-02Z :: I J. T -At A. J-i— r i.... el MCI. - -T L BUILDER PROJECT �,JA-L�'T e-P—M-F A Blueftope� Steel Company e7lr elvram!5- , 4---A-re- I-, BUILDING .... ... . .... ..... —1-4 J .... ...... !-i F -.2 t ;.4 4 4. T —Y E. !DESIGNED BY DATE: I Ob -1, C--Ot4 &b ac --T 10 1-4> I BY: D10 -174113-02Z :: ROD CLEVIS BACK-UP PLATE MOTH. RSPBR TO SPECIFIC NOTHSBPBR TO SPECIFIC BACK-UP PLATE ROD WASEMRS DIA. ASSY. (543374) BUILDING BRACING BUILDING BRACING (543374) DIA, NUT A B C DRAWING FOR BRACE DRANINO FOR BRACE 5/8• 095277 ROOF ROD REQUIRMUMS. ROD REQUIREbUl TTS. ROOF 1/1• 095032 095872 095946 043657 3/46 095278 \ BEAN USE (4) 7/8• R 2 1/4• A325T GSR (4) 7/8• E 2 1/4• A315T BRAN ` 8I -STRENGTH BOLT (0972851 AND HI -STRENGTH BOLT (097785) AND 5/8• 095231 095945 095946 047657 7/8• 095279 _\ ,� 7/8• HEAVY HEX. NOT (095237) 7/8• HEAVY HEX. NUT 52 371 �, � 3/4• 095235 095947 095948 043658 1• 095280 COTTER PIN� 7/96 095237 � 095997 095948 043658 1 1/8• 095281 COCONNECTION FOR CONN�CTION � 1• 095139 095948 095949 043659 1 1/4• 095282 ��pp HER DETAIL SHE DETAIL r\ 0. 8007 8002 A / Q y 1-1/8• 095239 095949 095949 043659 \ (TYP.) (TTP.) A / NUT CLHVI^-S % o L<b o 3 C:71A $Ti ;� HOOP ROD ROOF ROD �� A WASHER CONNECTING STEEL B WASHER PORTAL PORTAL BRACH ROD/ • BRAN BEAN • \ g . C WA9B88 CLI CLIP (BEVEL WASHER) 593376) (541177) USE (2) 3/4• X ] 1/2• A315T 088 (7) OLT X 7 84) AD T EI-ETHEAVY BOLT (097284) 5) HI-STRENOTH BOLT (097284) AND BRACE ROD 3/4' (2) W SHE. NUT (095]35) 1/4• HEAVY HEX. NOT (09 5235) WITS IZ) WASHER (095946) 10 WITH 171 WA8888 (09(543 TO BACK-UP S LOTS IP CLIP (543376) BACB-UP 8LOT8 IN CLIP (543377) .•.,.•.n.n. o TYPICAL CLSVZS CONNECTION�m PORTAL FRAME TOP CONNECTION '"""•°'•" PORTAL FRAME TOP CONNECTION TYPICAL BEVEL NABEBR CONNECTION m DETAIL H002 m •n DETAIL 8121 n HAVE LOCATION pDSTAIL 8122 a RAVE LOCATION �DSTAIL H326 BUTTE COUNT" OLDING DIVISIO. ti REVISION NO. 1 REVISION 90. 2 I� RUR ® N� SkmSwpeBuhdinpNorth M ork%k PRODUCT OF THE ® ORDER ENGINEERING SYSTEM BUILDER: PROJECT. BUILDING ORDER DESCRIPTION: DRAWING TITLE: DEW: HSPARR ENO: nate narA NORTH VALLEY BUILDING S CHICO, CA LUNDBBRG?ADMIN?CENTE RICHVALE 40%90X12 LRF 20# LL + 10#CLL 92 MPH EXP C CA 07 WIND BRACING DETAIL SHEET CER: DATE: 07/07/10 DRAWING Nmmme' 009_174113-036 RSP• 00 19do •oN wiloi FLANGE LIP Nq RADIOS qTHICKNESS C - SECTION DESIGN INFORMATION PART DEPTH FLANGE I LIP I THICKN86S RADIOS ' LS BE P 11X.082 540531 1 11• 1 3 1/2• R 9/32 .082° 15/16- Z - SECTION DESIGN INFORMATION FLANG t jA I I PART DEPTH I PLUM RADIOS m 9 1/2• 2 3/4• I1 THICKNESS Z - SECTION DESIGN INFORMATION PART DEPTH I PLUM LIP I THICKNESS RADIOS FUR P 9.5X.060 2CP 530899 9 1/2• 2 3/4• 1/16 .060° 1/4• PUR P 9.5X.067 4CP 530906 9 1/2-12 3/4• 1/16• .067° 1/4• PUR P-9.SX.077 4CP 530907 9 1/2° 2 3/4° 1/16° .077° 1/4- a HB(4) 5/8• 1 1/2• A325T I -STRENGTH OLT (097281) ND 5/8• HAVY an. UT (095233) USE (2) S%8• Z 2 1/4• A325T HI -STRENGTH BOLT (097282) AND 5/8• HEAVY HBI. BUT (095233) 8�N RAVE 9T8UTJ URLIINOOD9 J CONTINUOUS JN2)4 BRIM PLAT (543391)SEXNI PLA BEAMHOOP BEA543391)E 2 1/4• A325T USE (6) 1/2• E 1-1/2• OSE (6) 1/2• E 1-1/2BOLHl-T(072Hffi. BOLT (05) AND ffiBOLT (095195)ABOLT (09728]) HAVE g�UT. ROOF BEAN 1/2• ffi. NUT (095032) 1/2• EHE. NUT (09503AND 5/8•HRT. 2.50 TO 3.49 12 3.50 TO 3.49 1] PURLIN ' �..vvn. o HAVE STRUT CONNECTION TO INTBRM. PRAI•ffi ' X01^`^' ' 9"^vCONTINUOUS SPAN PIIRLIN CONNECTION ' m"'v'v0` CON DUE SPANPURLIN CONNECTION DETAIL F264 y STRUT CONNECTION °n DETAIL P265 „ RAVE STRUT CONNECTION TO ENDWALL FRAME DETAIL P384 u INTERMEDIATE LOCATION - 9-1/7• PURLIN WDBTAZL P386 °� eNan RAx LOCATION - 9-1 /2• POaLIN BOTH, • /) _ 1. SHE CHART FOR RIDGE BRACE . ASSEMBLY SELECTION. BRAce I BERLIN 0 CHANNEL n G P BRACE CHANNEL �• 2. NEST CHANNELS TO ALIGN 5' a 0 (TYP.) FORMS BRACH SPACING BETWEEN HOLES AND BEET (TIP.) OSE DROP PINS TO SECURE. ROTAaB 9ECTIOH ••� FIELD HND TABS ON CHANNEL RIDGE BRACE ASSEMBLY TO P ` ALIEN W17E ROLES IN CHANNEL LY /.� FIELIN END T FUR / CLIP HOOP BEAM (543029) CHANNEL / PDRLIN _ I / Q RIDGE BRACH RIDGE BRACE RAVE STRUT) RAVE PURIM BRACH HAVE _ ASSE BL`Y/ ( 544260 -XXX) STRUT JIC •• / I _ HAVE BRACE STRAP USE (4) 1/2• HEM RAVE / H A•, (544027) NUTS (095032) sRAVEPABBY. NMAI P551 PURLIN BRAC(TYPICAL) PURLIN RAVE STRUT m' PURLIN BRACE . "a1D^' '�.� CHANNEL BRACE ENDING AT PURL32i WEB .m•'v^m n•'� CHANNEL RIDGE BRACE ASSEMBLY .'�°'m^' ' RAVE BRACE STRAP AT INTERMEDIATE 2AMRS m DETAIL P549 „ . AT RAoe-YUP PNIALIN BLAHGR Al1AY FROM STRUM. LIPS DETAIL P551 a 8703 -DRILLER W3TH BBS[ TA89 mDETAIL P556 RID® RRACE ORLY AT BY[OS6lRZCAL RIOGB pDB;AIL F'565 , P.. BRACH OFFSET AT PURLIN L40CATIOs F. No. . � EXP• � BUTTE COUs� lie REVISION NO. 1 REVISION NO. 7PRODUCT OF THE BUTLER BUILDER: PROJECT. BUILDING ORDER DESCRIPTION: DRAWING TITLE: DAN: BETAKE BIPGN °AW' °'}6i BUTLER R 40X9OXl2 LRF ROOF COX: DATE: o7/a7/10 nvdR NrrL PRAIO) en 0 ® NORTH VALLEY BUILDING S LUNDBERG?ADMIN?CENTE 20# LL + 10#CLL SECONDARY STRUCTURAL DRAWING NUMBER: Rev' BUtwmm%ckft ORDER ENGINEERING CHICO, CA RICHVALE 92 MPH EXP C CA 07 DETAIL SHEET macaw RML e9R® eT. IwU by SYSTEM Q 09-174113-00 00 DHTAI P551 J ' �•' I PURLIN I /gam 098 (4) 1/2• E 1-1/2• `OBE (11 1/4• E 6-1/4• DROP PIN (097556) ` 098 11) 1/4• a 6-1/4• PURLIS BOLT (095195) ASD (E,YP PER �� �) DROP PIH (097556) U88 (7) 1/4• Z 6-1/4• 1/2• MBE. NOT (095032) I/ (TYP. PER EACH BUD) DROP PUPS (097556) (TYP.) , m m.e PURLIN CONKS TO BW ROOF BEAM SINGLE CHANNEL PURLIN BRACE '""v"^' �''` SINGLE CHANNEL PURLIN BRACH PDHTAIL „ 'm"°v"m "''` CHANNEL RIDGE BRACE ASSEMBLY mDHTAZL DETAIL 11 93 DETAIL P538 ENDING AT PURLIR WRA LOCATION P539 INTERMEDIATE LOCATIOS P544 8D90L8 BRACH AT BYEQII'BLCAL HIDER BEND TABS TOWARD RAVE STRUT N NOTES: ' WEB AND USE (2) 11/32• x 7/8• T-45 GRAY ERECTION NOTE. 1. SHE CHART FOR RIDGE BRACH H U ��RO� AND RAVE PURLIN BRACE WILL NOT DHTSEEAI P551 688 SCRUBOLT (097351) AND ASSEMBLY SELECTION.1 N(] ROTAyNPN.R LING OP OVER CENTER FOR PURLIN BRACH SCRUBNOT (097267) CONNECTION (BRAD OF SCRUBOLT TO BE ON WHEN A CHARM BRACH I8 NOT ABLE TO B8 IN ALIGNMENT' WITH ANOTHER CHANNEL BRACE FOR A DROP Prn COENBCTIOR. BEND THE 2. NEST CHANNELS TO ACBINVE 5• BETWEEN ROLES AND p a j/ a TO ALIGN HOLES LINS OF FRAMEAT IN LOCATION.WILL IAQ,TIONBBIi WILLPNS® TO OUTSIDB OF HAVE STRUT) CHANNEL TABS TOWARD TUB PURLIN WEB AND USE DROP PISS TO SECURE. USED TO Uss%.T BE AS TO WATCH USE A SBLP-DRILLER (097274) TO ATTACH. REC•1'ION Up WITH AN EXISTING HOLE IN ?r WITH DROP TSB W®. j -j PINS 088 (]) 1/2• ?r CHANNEL CHANNEL BRACH USE (2) 1/4•x6-1/4• HEX NNIS (095032) PURLIN PURLIN BRACH D80P PINS (097556) -� - USE13) 11/32• E 1-1/4• T-45 GRAY SCRUBOLT C'p USE (2) (097352) AHD SRLP-DRILLING I SCRUBOLT N11'P SCREWS I (097267).(EXN,D (097274) J!� OP SCRUBOLT BE ON CHANNEL 0 OUTSIDE O8 RIDGE BRACE RAVE STRUT) RAVE PURIM BRACH HAVE _ ASSE BL`Y/ ( 544260 -XXX) STRUT JIC •• / I _ HAVE BRACE STRAP USE (4) 1/2• HEM RAVE / H A•, (544027) NUTS (095032) sRAVEPABBY. NMAI P551 PURLIN BRAC(TYPICAL) PURLIN RAVE STRUT m' PURLIN BRACE . "a1D^' '�.� CHANNEL BRACE ENDING AT PURL32i WEB .m•'v^m n•'� CHANNEL RIDGE BRACE ASSEMBLY .'�°'m^' ' RAVE BRACE STRAP AT INTERMEDIATE 2AMRS m DETAIL P549 „ . AT RAoe-YUP PNIALIN BLAHGR Al1AY FROM STRUM. LIPS DETAIL P551 a 8703 -DRILLER W3TH BBS[ TA89 mDETAIL P556 RID® RRACE ORLY AT BY[OS6lRZCAL RIOGB pDB;AIL F'565 , P.. BRACH OFFSET AT PURLIN L40CATIOs F. No. . � EXP• � BUTTE COUs� lie REVISION NO. 1 REVISION NO. 7PRODUCT OF THE BUTLER BUILDER: PROJECT. BUILDING ORDER DESCRIPTION: DRAWING TITLE: DAN: BETAKE BIPGN °AW' °'}6i BUTLER R 40X9OXl2 LRF ROOF COX: DATE: o7/a7/10 nvdR NrrL PRAIO) en 0 ® NORTH VALLEY BUILDING S LUNDBERG?ADMIN?CENTE 20# LL + 10#CLL SECONDARY STRUCTURAL DRAWING NUMBER: Rev' BUtwmm%ckft ORDER ENGINEERING CHICO, CA RICHVALE 92 MPH EXP C CA 07 DETAIL SHEET macaw RML e9R® eT. IwU by SYSTEM Q 09-174113-00 00 bdk�