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Report (12) 61/1*o/ ?-dam?L «)Uv ,c1-1/ 7,4-7G1/144 6-3 KEN FUGLEE&ASSOCIATES INC Fire Protection Engineering&Design Fire&Life Safety Code Consulting System Evaluations-Failure Analysis • SwF Litigation Support-Expert Witness --4N March 17, 2017 oGINFF 17625 R Kenneth D uglee Kennetk D Fuglee Mar 17 2017 2:37 PM To: John Horstman,Tyree Oil OREGON,. Cc: Paul Reid, Nick Lawlor(Tyree �'r!17 ( y ee Oil), �► Brian Ferrick, (Engineered Products), D. John Wiitala (PacTrust) E CPIRE8:12131117 RE: Sprinkler Requirements for Tyree Oil Rack Storage at Oregon Business Park, Building#2 INTRODUCTION Tyree Oil wishes to install rack storage for pallets of Class IIIB combustible fluids to a top of storage height of 15 feet. Storage to a height of 15 feet is defined by the fire code as high-piled storage. This analysis proposes an equivalent method of safety to part of the fire and building code requirements. The intent is to provide performance-based alternative protection through the use of multiple conditions that exceed the requirements of the codes and applicable standards.At the same time,the intent is also to reduce the risk of a potential negative effect on fire sprinkler system performance that could result from the strict application of the code elements, based on the results of particular elements in previous multiple large-scale fire tests. The results of these tests are available in the published literature. The analysis of the potential negative effect is intended to be applied only to the particular case for this rack and fire sprinkler system layout in the Tyree Oil space in this building. The analysis is for the Rack Storage Layout plan: "Tyree Oil Nov 2016-Plan", by ENGINEERED PRODUCTS, sent to Ken Fuglee&Associates, Inc.via email on 11-29-16, and uses the existing product information from a prior combustible liquid palletized storage project evaluation by Ken Fuglee and confirmed by Tyree Oil. The requirements for non-high-piled solid and palletized storage using the layout shown in the Christenson Oil plan "STOR-1"and the evaluation letter by Ken Fuglee&Associates, Inc. are unchanged,except for modifications of the arrangement of some palletized storage loads and a new storage layout plan that is required due to the rack system location. APPLICABLE CODES AND STANDARDS • 2014 Oregon Fire Code(OFC • 2014 Oregon Structural Safety Code(OSSC) • NFPA 13-2013, Installation of Automatic Sprinklers (referenced by OSSC,OFC,and NFPA 30) • NFPA 30-2012, Flammable and Combustible Liquids Code(adopted, referenced by OFC) • NFPA 30-2015, Flammable and Combustible Liquids Code Handbook The NFPA 30 references in this analysis are from the 2015 edition. The requirements are identical in the 2012 edition,except that some of the explanatory material is updated in the 2015 Handbook. KEN FUGLEE&ASSOCIATES, INC. 15814 NE Rose Parkway Portland,Oregon 97230 (503)-866-5956 kenfuglee@comcast.net Client: Tyree Oil KEN FUGLEE&ASSOCIATES,INC. Project: Rack Storage Fire Protection Fire Protection Engineering 8 Design March 17, 2017 Fire&LNe Safety Code Consulting System Evaluations-Failure Analysis Litiaatinn Sunnnrt-Emmert Witness DESCRIPTION OF CONDITIONS The rack storage for Tyree Oil will consist of double-row and single-row racks to a maximum storage height of 15 ft. The storage will consist only of Class IIIB combustible liquids in 5 gallon metal or plastic containers and in cartoned 1 quart and 1 gallon containers on conventional wood pallets. Some of the fluids are water-miscible. Aisles will be 15 ft. minimum between racks and between the rack storage and other storage consisting of non-high-piled solid or palletized storage. The distance between racks is 15 ft.-9 inches,with aisles measured between face of storage commodity. Racks will have minimum 6- inch transverse and longitudinal flue spaces. Rack footprint is 2,198.75 sq.ft. No storage of Class I or Class II flammable liquids will be within the racks. (NFPA 30 specifically prohibits Class I or Class II flammable liquids in plastic containers within racks for this alternate protection method.) Also, no storage of ordinary combustibles consisting of Class I through Class IV commodities is permitted within the racks. Storage is also limited only to containers of 5 gallons capacity or less. No storage of drums(including 30 or 55 gallon)or IBC container storage is permitted in the racks for this configuration. OFC REQUIREMENTS FOR HIGH-PILED STORAGE Storage of combustible commodities greater than 12 ft. in height is defined by the OFC as high-piled storage. Also,when required by the fire official,storage of certain commodities such as Group A plastics,glycol in combustible containers, and lubricating fluids in plastic containers stored greater than 6 ft. in height are also defined as high-piled storage. OFC Table 3206.2,General Fire Protection and Life Safety Requirements, requires only an automatic fire- extinguishing system (fire sprinklers)for high hazard commodities with a high-piled storage area of 501- 2,500 square feet under nonpublic accessible Option 1. For solid-piled,shelf,and palletized storage, Option 1 limits maximum pile dimension to 50 feet, maximum storage height to 30 feet,and maximum pile volume to 75,000 cubic feet. When the high-piled storage area is 2,501-300,000 square feet,Table 3206.2 adds a requirement for smoke and heat removal(roof vents). The actual high-piled storage area with NFPA 13 required aisles included is 4,802.42 sq.ft. PROPOSED ALTERNATIVE METHOD The proposed protection is to use the NFPA 30 requirement for storage of Class IIIB combustible liquids stored in general purpose warehouses with a higher sprinkler density than required, increased aisle width,additional limitations on the storage class and container size,and the OFC nonpublic accessible Option 1 requirement for 501-2,500 sq.ft.from Table 3206.2. The OFC and NFPA 13 refer fire sprinkler protection for combustible liquids to NFPA 30. Chapter 12 of NFPA 30 has a special provision that includes protection for Class IIIB combustible liquids in containers, intermediate bulk containers,or portable tanks of 275 gallons or less capacity. The proposed alternative for Tyree Oil will limit containers in the racks to no more than 5 gallons or less capacity. The special provision in NFPA 30 allows protection to consist of the applicable provisions of NFPA 13 for 20 ft. high storage of Class IV commodities based on the storage configuration of the liquids. The NFPA 30 provision would allow 13,750 gallons of Class 1118 liquids in racks to a maximum height of 15 ft. It would also allow certain proportional amounts of Class IB, IC(51.3 gallon container capacity),Class II (555.3 gallon container capacity), and Class IIIA(560 gallon container capacity) liquids. The proposed alternate excludes allowing other than Class IIIB as well as limiting container capacity for the Class IIIB. KEN FUGLEE&ASSOCIATES,INC. 2 of 9 15814 NE Rose Parkway Portland,Oregon 97230 (503)-866-5956 kentugcasknet 1 Client: Tyree Oil KEN FUGLEE&ASSOCIATES,INC. Project: Rack Storage Fire Protection Fire Protection Engineering&Design March 17, 2017 Fire&Life Safety Code Consulting System Evaluations-Failure Analysis Litigation Sunnort-Ernprt Witness The NFPA 13 applicable sprinkler density and design area for 20 ft.-high rack storage of Class IV commodities from curve E of figure 16.2.1.3.2(d) is 0.495 gpm/sf over the hydraulically most remote 2,000 sf or 0.45 gpm/sf over 3000 sf for single-or double-row racks with 8 ft.aisles and high temperature ceiling sprinklers. The requirement for 4 ft.aisles is 0.58/2000. The sprinkler system was originally designed for 0.495/2000 and was upgraded to use high temperature, quick-response upright, K=11.2 sprinkler listed for storage(3/4" NPT, 280 deg. F,Tyco ELO-231FRB,SIN TY5131). It was verified at that time to provide a minimum 0.40gpm/sf over3000 sf with an approximate safety factor of 12 percent. A current hydraulic analysis of the system shows that it is able to provide the required densities at both 2000 sf and 3000 sf. A separate analysis also shows that the fire sprinkler system will also provide a density of 0.60/2,000. This is significant because it shows that the system exceeds the requirements for 20 ft. high rack storage of Class IV commodities with 8 ft. aisles to the extent of meeting the NFPA 13 requirements for 20 ft. high single-and double-row rack storage of Group A plastics with<5 ft. clearance to the ceiling when K- 11.2 spray sprinklers listed for storage are used, per NFPA 13 figure 17.2.1.2.1(c), note 2 and 15 ft. high rack storage of Group A plastics with up to 10 ft.clearance to ceiling per NFPA 13 figure 17.2.1.2.1(b). (For the existing ceiling ht. and listed storage sprinklers, note 2 of figure 17.2.1.2.1(b)would reduce the required density for ceiling only sprinklers to 0.45/2000). The available 0.60/2000 density also exceeds the 0.58/2000 of NFPA 13 figure 16.2.1.3.2(d)for 20 ft. rack storage of Class IV commodities with 4 ft. aisles and high temperature ceiling sprinklers. ANALYSIS AND BASIS FOR ALTERNATIVE Since the use of nonpublic accessible Option 1 as a proposed alternative does not require roof vents, this analysis includes a review of the use of roof vents for smoke and heat removal. Single-and double-row racks with minimum 15-ft. aisles(design shows 15'-9"aisles between rack structural frames)and top of storage of 15 ft. high of Class IIIB combustible liquids are planned. OFC determines the actual area used for high-piled storage based on inclusion of the aisles required by NFPA 13 for the sprinkler density required. Including aisles required by NFPA 13,the OFC high-piled storage area is 4,802.42 sq.ft. The area covered by the racks, not including aisles, is 2,198.75 sq.ft. The largest area separated by 15 ft.aisles for an individual double-row rack is 973 sq.ft. Initial Sprinkler Operation Analysis of the fire sprinkler system with 11.2 K-factor spray sprinklers shows that at the available pressures,activation of the first few sprinklers will provide the following densities: • One sprinkler will flow 96-106 gpm for a minimum density of about 1.0 gpm/sf • Four sprinklers will flow 88.8 or more gpm for a minimum density of about 0.92 gpm/sf • Nine sprinklers(first ring)will flow a mini mum of 79.19 gpm for a density of 0.82 gpm/sf It is desirable for fire control,and a purpose of using larger K-factor sprinklers such as K-11.2,to have high initial pressures at the first few sprinklers for penetrating downward into a fire plume. Also,the first ring of sprinklers is likely to provide pre-wetting of adjacent cartons to help prevent the horizontal spread of fire in the rack. Delay in activation of the first few sprinklers can allow fire growth beyond the ability of the sprinkler system to control a fire. KEN FUGLEE&ASSOCIATES,INC. 3 of 9 15814 NE Rose Parkway Portland,Oregon 97230 (503)-866-5956 kenfuglee@comcast.net Client: Tyree Oil KEN FUGLEE 8 ASSOCIATES,INC. Project: Rack Storage Fire Protection Fire Protection Engineering 8 Design March 17, 2017 Fire 8 Life Safety Code Consulting System Evaluations-Failure Analysis Litiaatinn Sunnnrt_Emert Witness Roof Vents and Sprinkler Testing A large number of tests performed at Underwriters' Laboratories(UL) in one series with plastic commodities, along with test-validated model simulations,showed among other results: • When a fire was not ignited directly under a roof vent,venting had no significant effect on sprinkler activation times,the number of activated sprinklers,the near-ceiling gas temperatures, or the quantity of combustibles consumed. • When a fire was ignited directly under a roof vent the activation time of the first ring of sprinklers was delayed. • When a fire was ignited directly under a roof vent that activated either before or about the same time as the first sprinkler,the number of activations decreased compared to the tests performed with the vent closed. Another test series performed at UL also indicated that when roof vents are used with intermediate temperature sprinklers compared with ordinary temperature sprinklers,greater structural damage would occur due to higher temperatures and fewer sprinkler activations. Roof vents can prevent the operation of additional sprinklers beyond a remote design area similarly to the use of high-temperature or larger orifice(K-11.2)sprinklers. However, if they delay operation of the first few sprinklers,fire control may not be achieved. Commentary in 125.1.1 of the NFPA 13 Fire Sprinkler Handbook also addresses tests by the FPRF(NFPA Fire Protection Research Foundation)and states that these test"showed that, in some circumstances, the presence of smoke and heat vents could alter the operating pattern of sprinklers and cause too many sprinklers top open, robbing the sprinklers of water needed to control or suppress the fire." It goes on to say that hundreds of full-scale tests have shown that the criteria in Chapter 14 through Chapter 21 are sufficient for controlling or suppressing fires with sprinklers and without smoke or heat vents. SUMMARY OF ALTERNATIVE METHOD JUSTIFICATION The following elements provide the basis for acceptance of the alternative method of protection using the nonpublic accessible Option 1 of OFC Table 3206.2 for 501-2,500 sq.ft.of high-piled Class IIIB combustible liquid storage: 1. Total actual area of racks is 2,198.75 sq.ft. 2. The sprinkler density provided exceeds the requirements for a 4 ft. aisle configuration. 3. The layout of sprinklers has a minimum of two branch lines that will provide an overlapping spray pattern that reaches all portions of double-row racks, including overlapping spray for the longitudinal flue space. 4. There is a row of sprinklers above and close to the face of storage at each rack. 5. The location of sprinklers provides for coverage of the east-west aisle space between racks with three rows of sprinklers. 6. Coverage of the north-south aisle between the single-row racks along the wall and the ends of the east-west racks is divided among branch lines so that a higher sprinkler pressure and KEN FUGLEE 8 ASSOCIATES,INC. 4 of 9 15814 NE Rose Parkway Portland,Oregon 97230 (503)-866-5956 kenfugtee@comcast.net 4 Client: Tyree Oil KEN FUGLEE&ASSOCIATES,INC. Project: Rack Storage Fire Protection Fere Protection Engineering&Design March 17, 2017 Fire&Life Safety Code Consulting System Evaluations-Failure Analysis Litigation Sus-mart-Ernert Witness sprinkler flow is more easily obtained to protect the face of the single-row racks and adjacent aisle. 7. The actual aisle width is increased to 15 ft. instead of the minimum 4 ft. required for the sprinkler density provided. a. Fire testing to determine sprinkler density requirements is based on 4 ft. and 8 ft. aisles. b. Radiant heat is a fourth power function of distance so the increased aisle width greatly reduces the possibility of fire crossing the aisle to another rack due to radiant heat. 8. The 15 ft.aisle is also significant because when adjacent hazards are not separated by a physical barrier NFPA 13-11.1.2 requires the sprinkler protection for the more demanding design basis to be extended 15 ft. beyond the perimeter of the more demanding design. 9. The total storage ht. is limited to 15 ft. instead of the allowable 30 ft.from OFC Table 3206.2 10. The total volume of storage is 32,981 cu. Ft. instead of the allowable 75,000 from OFC Table 3206.2 11. Commodity will be restricted to only Class IIIB combustible liquid and will not include more combustible or flammable classes which would otherwise be allowed by the protection method of NFPA 30 in Chapter 12. 12. Container size will be limited to 5 gallons or less,while the NFPA 30 protection method would allow drums<_60 gallons and containers, intermediate bulk containers, and portable tanks 5275 gallons. 13. The sprinkler density available would protect up to 20 ft.of Group A plastics, exceeding the requirement for a density that would protect 20 ft. high rack storage of Class IV commodity. 14. Sprinklers are K-11.2 spray sprinklers providing better penetration of a fire plume and greater fire control generally in full scale fire tests than smaller k-factor sprinklers. 15. Sprinklers are quick-response and listed for high-piled storage. 16. Full scale fire testing without the presence of roof vents is used to obtain the UL Listing of the sprinklers and the demonstrated performance for rack storage of Class IV and Group A plastics. 17. Tests have shown that in some circumstances roof vents can alter the operating pattern of sprinklers and prevent fire control. CONCLUSION Many conditions of the storage are less than maximums allowed and many requirements are exceeded. The use of the proposed protection alternate should be accepted for this rack installation. Respectfully submitted, c/cfrw-44.114-ta-/ Kenneth D. Fuglee, PE KEN FUGLEE&ASSOCIATES,INC. 5 of 9 15814 NE Rose Parkway Portland,Oregon 97230 (503)-866-5956 kenfuglee©comcast.net Client: Tyree Oil KEN FUGLEE&ASSOCIATES,INC. Project: Rack Storage Fire Protection Fire Protection Engineering 8 Design Fire&Life Safety Code Consulting March 17, 2017 System Evaluations-Failure Analysis 1_itiaatinn Sunnnrt-Ernert Witness ANNEX A- DEFINITIONS FROM OFC (CHAPTER 2) COMBUSTIBLE LIQUID.A liquid having a closed cup flash point at or above 100°F(38°C).Combustible liquids shall be subdivided as follows: Class II.Liquids having a closed cup flash point at or above 100°F(38°C)and below 140°F(60°C). Class IIIA.Liquids having a closed cup flash point at or above 140°F(60°C)and below 200°F(93°C). Class IIIB.Liquids having closed cup flash points at or above 200°F(93°C). FLAMMABLE LIQUID.A liquid having a closed cup flash point below 100°F(38°C).Flammable liquids are further categorized into a group known as Class I liquids.The Class I category is subdivided as follows: Class IA.Liquids having a flash point below 73°F(23°C)and having a boiling point below 100°F(38°C). Class IB.Liquids having a flash point below 73°F(23°C)and having a boiling point at or above 100°F (38°C). Class IC.Liquids having aflash point at or above 73°F(23°C)and below 100°F(38°C). HIGH-PILED COMBUSTIBLE STORAGE.Storage of combustible materials in closely packed piles or combustible materials on pallets,in racks or on shelves where the top of storage is greater than 12 feet(3658 mm)in height.When required by the fire code official,high piled combustible storage also includes certain high-hazard commodities,such as rubber tires,Group A plastics,flammable liquids,idle pallets and similar commodities,where the top of storage is greater than 6 feet(1829 mm)in height. HIGH-PILED STORAGE AREA.An area within a building which is designated,intended,proposed or actually used for high piled combustible storage. KEN FUGLEE&ASSOCIATES,INC. 6 of 9 15814 NE Rose Parkway Portland,Oregon 97230 (503)-866-5956 kenfuglee©comcast.net Client: Tyree Oil KEN FUGLEE&ASSOCIATES,INC. Project: Rack Storage Fire Protection Fire Protection Engineering&Design Fire&Life Safety Code Consulting March 17, 2017 System Evaluations-Failure Analysis Litiaatinn Sunnnrt-Frnert Witness ANNEX A- EXCERPTS FROM NFPA 13 (2013) 12.8.1*Class IB and IC liquids in containers of 1.3 gal(5 L)or less capacity,Class II liquids in containers of 5.3 gal(20 L)or less capacity,Class IIIA liquids in containers of 60 gal(230 L) or less capacity,and Class 1II3 liquids in containers,intermediate bulk containers,or portable tanks of 275 gal(1040 L)or less capacity shall be permitted to be stored in warehouses that handle combustible commodities,as defined in NFPA 13,Standard for the Installation of Sprinkler Systems,provided that the storage area for liquids is protected with automatic sprinklers in accordance with either of the following: (1)The applicable provisions of NFPA 13 for 20 ft(6 m)high storage of Class IV commodities based on the storage configuration of the liquids (2)The provisions of Chapter 16 FIGURE 1621.3.2(c) Sprinkler System Design Curves—20ft(6.1 m)High Rack Storage —Class III Nonencapsulated Commodities—Conventional Pallets. Curve Legend Curve Legend Ceiling sprinkler density(min/min) �. double-row—Single-or double-row racks E—Single-or racks 4c E with 8 ft(2.44 m)aisles with 8 ft(2.44 m)aisles 8 2 1C.2 1 j.2 1,.3 16.3 1P.3 20.4 271.4 2-.5 c with high-temperature and hiker-temperature 4000 Single'Point - 372 .g ceiling sprinklers and ceiling sprinklers 5design only - a ordinary-temperature F—Single-or double-row racks C _E _F in-rack sprinklers with 8 ft(2.44 m)aisles 3000 A —t379 z B—Single-or double-row racks and ordinary-temperature .! ` ` f witceioft ry-te44 aislesratSingle sprinklers +T, \\ \1,,' with ordinary-tertattre G—Singh-Of double-row racks 2000 C G 186 stasprinklers aand turre ith and ft high-temperature.22 maisles W in-rack sprinklers ceilings sprinklers 1000 i C—Single-or double-row racks I-1—Single-or double-row racks 93 g with 4 ft(1.22 m)aisles or with 4 ft(1.22 m)aisles S' 0.20 0.25 0.30 0.35 0.40 0.45 0.50 0.55 0.60 S� multiple-row racks with and ordinary-temperature 8 Cedng sprinkler density(gpmflt2) 8 high-temperature ceiling ceiling sprinklers sprinklers and ordinary- temperature in-rack Note:Curves C and 0 also apply to ceiling sprinklers only for multiple-row spridders rack storage up to and including 15 ft(4.57 m)high.and Figure 16.2.1.3.4.1 0—Single-or double-row racks shah not be applied, with 4 ft(1,22 m)aisles or multiple-row racks with ordinary-temperature ceiling sprinklers and ordinary-temperature in-rack sprinklers FIGURE 16.2.1.3.2(d) Sprinkler System Design Curves—20 ft(6.1 m)High Rack Storage —Class IV Nonencapsulated Commodities—Conventional Pallets. 17.1.2.2 The design criteria of Chapter 17 for single-and double-row rack storage of plastic commodities shall be applicable where aisles are 3.5 ft(1.07 m)or greater in width. KEN FUGLEE&ASSOCIATES,INC. 7 of 9 15814 NE Rose Parkway Portland,Oregon 97230 (503)-866-5956 kenfuglee©comcast.net Client: Tyree Oil KEN FUGLEE$ ASSOCIATES,INC. Project: Rack Storage Fire Protection Fire Protection Engineering d Design March 17, 2017 Fired Life Safety Code Consulting System Evaluations-Failure Analysis Litiaatinn Sunnnrt-ErnPrt Witness Section 172 • Protection Criteria for Rack Storage of Plastics Commodities 797 single,double-,and nurtiplo-row racks 0.6 S mxMt2 per WOO per 186 mr Single.,writand^ 'P�row racks Up to 10ft(upto3.1m)') (12.2 "per 86m1) clearance to caring Up m 10 h(trp to 3.t m) See Nate 2 clearance 1 ceig See Nose 1 ❑ ❑❑ I I ( I 1 I I I I ❑ 8 t maximum(2.4!m)maximum between sprinklers I I 1 ❑. 11 ■��IN ❑ ❑❑ I L I I I I g op 11 Num• ❑ADD I I I IAI I I 1 1 . I IA1. 1 jj I I E ❑❑ III 1 � I 11 1 1 Li OE] S E F ❑ t S ► 1111 1 1 I i ❑❑ I I I I I I I I I D,Dti ELI l H Q QQ 1 . 1 , 1 . I 1_ i , 1 . 1 . 1 Qn 1 ,� �. 1 I , I , I 1 . 1 Plan Yew Plan Vara Plat Yaw ❑, OD 1 1 11A1 I I I I A ❑.❑ AI I IA MINION DSDo IIlJ � IIIII g D S 5 E ❑ t 1 I I ■■■■ ❑ ❑❑ 1 1 1 1E1 lit 1 0 ' 00E1 11 1 ` 1 ill Elevation Vii,. EMttedon 1l�ala Elwrapon yisw Notes: 1. ale � �t�tack s0►trttlets(h h,or'Viz h.(12,I rrrri or 13.5 mm)c>peraprg at 15 psl(1.03 bar)rtrttnun(maniocN�n spaces. aS 2.Where straws ISM IX storage use are mate©at Ole caring orgy are the Wang might m prc to lecl area floes not exceea 22 11(6.7 m) ano a hewn=clearance ar 5 ft.(1.5 m)are the storage t>egt aces not exceed 1571(4.61N,the cettrig splutter ttscnarge cntena snag ix) permitted to be re0ucett to OAS catnYrtz per 2000112(18.311mgfrnn pet 186 1152), 3.Each squarea storage�measurIng 4 rt to 5 ft(1,2 m to 1.S m)on a sloe,Actual baa rleg7ls can vary train approximate/ 18 m. 5 m) (3 m),Therefore„mere could oe as few as one loaa or as Ina are space°1011(3.1 m)apart KMlkaty, dS Six or WWIipaoS p6tW@en m{apt spinners FIGURE 172.12.1(b) Storage 1511(4.6 m)in Height frith Up to 1011(31 m)Ckarance to Cei1b{g. KEN FUGLEE$ASSOCIATES,INC. 8 of 9 15814 NE Rose Perttway Portland,Oregon 97230 (503-866-5956 kenfuglee§comeastnet . . i Client: Tyree Oil KEN FUGLEE&ASSOCIATES,INC. Fire Protection Engineering&Design Project: Rack Storage Fire Protection Fire&Life Safety Code Consulting March 17, 2017 System Evaluations-Failure Analysis Lineation Suonort-Fort Witness EXHIBIT I73(c) Positioning of in-Rack Sprinklers In Accordance with Figure 17212.1119)-Right Figure (Courtesy of Tyco Fire Protection Produce) Aisle NSW liP AiSte 8 ft(2.4 fit)maxirlun Detween sprit-Men Sole-and double-roar racks Seigle,double-,andradtiple-row racks ,i. ,-,.and multple-row rads 060%mue,per 2000 ft 7 0.4 gpreift7 per 2000 ft i 0.30cPriviTt7 per 2000 ft7 (24.5 MITVMUI per 186 art) (18.3 mmimin per 186m') (122 modmin per 196 m7) ‹5 ft(13 m)clearance to ceg (.5 ft(1.5 m)dedance to rating ‹5 ft(1.5 m)clearance to ceiard See Notes 1 and 2 See Notes 2 and 3 8 ft(2.44 in) , ; between spe 8 ft(2.44 )matarrturn between spr' CI ED El iim mown El 0 0 A oc--'0° ERIC .111.1 FIEIDO IU lift El A 0 0A ELD OMR 1111111111 1 1=1.0 114 - - 14 I. .. . ; 1 ....... t ............. ' 1 0 OD E El ? I ..1 I [-. 1:1 no1:1 NEIN ? mmii ,.. El I El 0 iQpi ' n El ' 1 j 1 ' 1 a 1 i g .,„.....* smassmm Ninse _A Lo E:i 1:Df13BIC E:3 I I , i,,,1 1., I ,1 ,*1 E [..1Ezi irai um Win ,.. Plan Wow Plan Mew Plan Mew DOD ODD II I 1 1Ci 0 1 1 I . 1 0 4 0 El 0 A E. El A j A . 1 I H . CIO AI 1 A I - I EP DO LJ LIE] 1 1 „ s ' . . Eh.' 1DE , 1 S I i I - 0100 01001 1 , i i O ' El CI ' 111111111 Elevation WM EieWSUOn View EIPAStion Wilt Notes: 1,Seigle level of et-rack sprinklers 11/2 in.or niki in.(12.7 nen or 13.5 mm)operating at IS psi(1,03 bar)minter*installed as indcated in the transverse flue spaces. 2.Ceing-only protection is not permitted for this storage configuration except where K-11.2 or larger spray sprinklers listed for storage use me installed ht-rack sprinklers are not required.provided the ceding sprinkler cftsdiarge criterion is increased to 0.6 gprnift7(24 nenfrnin)over 2000 ft'(186 m7). 3.Single level of in-rack sprinklers inar in.(133 mni)opiating at15 psi(1.03 bar)magnum or 1/2 m.(12.7 nen)operating at 30 psi(2.07 bar)minimum) etstoDott on 4 ft to S ft(12 m to 1 Sin)spacings located,as indicated,in the longitudinal fiat space is the intersection of every transverse flue space. 4.Each square represents a storage cube measuring 4 ft to 5 ft(1.2 m to 13 m)on a side.Actual load heights can vary from approximately 18 as(03 m)di Ks 10 ft(3.1 m).Therefore,there axed be as few as one bad or as many as six or seven loads bowmen intack spreaders that are spaced 10 ft(31 m)apart vertically I MIRE 17212.1k) Storage 20 it(61 m)in Yew&with<5 It(1.Sm)Clearance to Ceiling ft* KEN FUGLEE&ASSOCIATES,INC. 9 of 9 15814 NE Rose Parkway Portland,Oregon 97230 (503)-866-5956 kenfuglee@comcastnet 1 . it [Hydraulic Overview 1 Job Number.1 Job Report Description:Spec.Warehouse Job NunLa 1 Kenneth D.Fuglee eagln8iee Y r:)'1,:','''',f--‘, Job Nems: 1 Phone FAX Tyree Oil 503-254-8731 I ,� Aea•aaI sm.cruo ue«n.Numb. 'a, ,a G q 111r Oregon Business Park,Bldg 2 Adams z 16200 SW 72nd e.,Portland,OR 97224 AxJ W Address D '" Job SW9iileng ...-. _ System Dan 0_ a..arA00 Most DenandIng Sprinkler Dee 2000.00ft'(Actual 2030.234t=) 11.2 K-Factor 57.93 at 26.750 "°"S"`"' 500.00 Coverage Per Speller 96.54ft2 Names Of Sprinklers a a.Mee 21 System Pressure Demme 89.138 System F.Demand 1352.71 Tobi Demand Promos 1852.71 @ 89.138 +3.987(4.395) Supplies Check Point Gauges de Name Flow(gom) Hose Flow(gom) Static(asil Residual(us) Identifier Pressure(osi) K-Factor(KZ Flow(oam) 1 Water Supply 1964.00 500.00 103.000 92.000 BOR 0.000 0 0.00 17623 Kenneth ee Kev'tetti D Fug(ee Mar 16 2017 2:41 PM OREGO (''''''''j' Nt(1:71.1/17 D. Oa. r IRE3:12131117 503.866.5956.. kenfuglee@comcast.net•• FP-1_08P 2 Tyree Oil 2000_03-16-17.cad Water Supply at Node 1(1964.00,500.00,103.000.92.000) 150 135 120 105 tatic Pressure 103.000.I �� go 11111111:11111111: Si 's pzr 1964.00 @ 92.000 ' . 1852.71 with hose streams 7 M5 11111iiiiiiiiii111 a 60 45 System demand curve 30 15 0 ON11e1111111f111 IIII11111 1111111 I1 I I I I 11111 11 11111 I I 1 11 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 •r''j 2001 2000 2400 2800 3200 3600 4000 Water flow,gpm OA.®IO.E.P.CAD,Inc. A AutoSPRINK®12 v12.0.61.0 3/16/2017 2:36:49PM Page 1 4dr i.___ . [Hydraulic Summary Job Number.1 Job Report Description:Spec.Warehouse Jab Number ° 1 °°°b E ynm Kenneth D.Fuglee Jab Num: Tyree Oil Slate es"" 'CMOs Number Address I Oregon Business Park,Bldg 2 a'J Address 2 16200 SW 72nd Wve.,Portland,OR 97224 Job Seaa ika° Addess 3 ,. DrwWng Nam. FP-1_08P 2 Tyree Oil 2000 03-16-17.cad System Remote Area(s) Mot Dunnd ee SprtaMer D.ta 11.2 K-Factor 57.93 at 26.750 eurePeu`7 Are SeekSpec. HwAg..eswAe sate Spec.Warehouse 500.00 Dourly Me.arAppFina Addlierude 0 smpF.e O.600gpmlft2 2000.00ft2(Actual 2030.23ft2) Pioneer Of Sprinklers cwaamd Greene Per Sprue Node Flow(aom) 21 96.54ft2 AutoPe.k Results:Pleasure For RemolaM.a(e)M[atontTo Most Ramo Area Total Hew Simms 500.00 System Flew Owned Total Water Required(building HwMoaaw) 1352.71 1 1852.71 Maxkmm Pressure Unbtence In Loops 0.000 Mnknum WedyPb°.Grand 21.46 between nodes 60 and 59 Allesernern wacky Under Ground 5.11 between nodes 2 and 10 wnM w.dty oi3w Pipes 3950.39gal Wirer tes.tby orDry Plum Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gPm) (psi) (Psi) CO (gpm) (Psi) C (gpm) (Psi) 1 Water Supply 500.00 103.000 92.000 I 1964.00 93.125 (Psi) 1852.71 89.138 3.987 Contractor Cemader Number Contact Naas Coded Title MNmm ofConbatke: Pha s ExM dm Address I FM Address 2 Add.ss3 Web-Site (,,©M.E.P.CAD,Inc. IN AutosPRINK®12 v12.0.61.0 3l16f2017 2:36:58PM Page 2 4 �! Hydraulic Graph r Job Number.1 Report Description:Spec.Warehouse Water Supply at Node 1 150 135 120 105 Static Pressure 103.000 1964.00 @ 92.000 90 1352.71 @ 89.113i 1852.71 with hose streams 91 75 m m a 60 ystem demand curve 45 30 15 d 0 -luuuuu1 uunul 11111111 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 800 1200 1600 2000 2400 2800 3200 3600 4000 Water flow,gpm Hym.,ea Graph Water Supply at Node 1 Static aroma* Bataan•Static:Pramre 103.000 103.650 Residual.Primal 92.000©1964.00 AaaRabfa Praasan at Time of Tat Data of Tait 93.125 c 1852.71 10/26/2010 sntem Demand tco_I 89.138 r, 1352.71 SITE System Demand(Including Hose PEowence et Source) 89.138 @ 1852.71 fk,©M.E.P.CAD,Inc. MAutoSPRINke12 v12.0.61.0 3/16/2017 2:37:02PM Page 3 Hydraulic Graph Job Number.1 Report Description:Spec.Warehouse BOR 150 135 120 105 _Static Pressure 103.000 1964.00 92.000 90 75 0 _ a` 2 60 1 45 30 15 :System demand curve 0 ��eL�.9r0.000I i(u1(((i i(i((i(( ( ( ( ( i ( i ( i ( 1 i 1 ( ,1 1 ( ( ) ( 1 1 ( 1 ) ( 1 1 111111111 ( ( 1 1 ( ( 1 1 1 0400 800 1200 1600 2000 2400 2800 3200 4000 3600 Water flow,gpm .wPtYaroulis Graph BOR smac:Pressure N/A Residtd:Pressure N/A Available Pressure et T died N/A System O&M. 0.000 0.00 System['emend(Indutlng Hose Nlevrer.ffi SOVice) 0.000,t N/A ©M.E.P.CAD,Inc. q AutoSPRINK®12 v12.0.61.0 3/16/2017 2:37:02PM Page 4 [Summary Of Outfiowing Devices Job Number.1 Report Description:Spec.Warehouse Actual Flow Minimum Flow K-Factor Pressure Device loom) loom) (K) (psi) Sprinkler 101 73.84 57.93 11.2 43.471 Sprinkler 102 58.04 Sprinkler 57.93 11.2 26.853 103 81.09 57.93 11.2 29.751 Sprinkler 104 66.19 57.93 11.2 34.926 Sprinkler 105 68.14 57.93 11.2 37.013 Sprinkler 106 66.50 57.93 11.2 35.253 E> Sprinkler 107 57.93 57.93 11.2 26.750 Sprinkler 108 60.97 57.93 11.2 29.638 Sprinkler 109 66.06 57.93 11.2 34.794 ` Sprinkler 110 68.01 57.93 11.2 36.873 Sprinkler 111 66.37 57.93 11.2 0 Sprinkler 112 57.93 26. 57.93 11.2 26.7515 Sprinkler 113 60.97 57.93 11.2 29.639 Sprinkler 114 66.07 57.93 11.2 34.796 Sprinkler 115 68.01 57.93 11.2 36.875 Sprinkler 116 66.38 57.93 11.2 35.122 Sprinkler 117 58.08 57.93 11.2 26.895 Sprinkler 118 61.14 57.93 11.2 Sprinkler 119 66.24 29.798 57.93 11.2 34.880 Sprinkler 120 68.19 57.93 11.2 37.070 Sprinkler 121 86.55 57.93 11.2 35.307 Most Demanding Sprinkler Data gA,©M.E.P.CAD,Inc. 44 AukiSPRINKO12 v12.0.61.0 3/16P2017 2:37:07PM Page 5 ,011 11 Node Analysis rJob Number.1 Of. Report Description:Spec.Warehouse - Node Elevation(Foot) Fittings Pressure(psi) 0ischarge(gpm) 1 1'-6 S 89.138 1352.71 101 20'-10 Spr(-43.471) 43.471 73.84 102 20'-10 Spr(-26.853) 26.853 58.04 103 20'-10 Spr(-29.751) 29.751 61.09 104 20'-10 Spr(-34.926) 34.926 66.19 105 20'-10 Spr(-37.013) 37.013 68.14 106 20'-10 Spr(-35.253) 35.253 66.50 107 20'-10 Spr(-26.750) 26.750 57.93 108 20'-10 Spr(-29.638) 29.638 60.97 109 20'-10 Spr(-34.794) 34.794 66.06 110 2(Y-10 Spr(-36.873) 36.873 68.01 111 20'-10 Spr(-35.120) 35.120 66.37 112 20'-10 Spr(-26.751) 26.751 57.93 113 20'-10 Spr(-29.639) 29.639 60.97 114 20'-10 Spr(-34.796) 34.796 66.07 115 20'-10 Spr(-36.875) 36.875 68.01 116 20'-10 Spr(-35.122) 35.122 66.38 117 20'-10 Spr(-26.895) 26.895 58.08 118 20'-10 SPK-29.798) 29.798 61.14 119 20'-10 Spr(-34.980) 34.980 66.24 120 20'-10 Spr(37.070) 37.070 68.19 121 20'-10 Spr(35.307) 35.307 66.55 2 -3'-6 T(47'-3Y) 90.772 3 204) P0(17-0) 68.936 4 1 20'-0 P0(12'-0) 69.735 5 20'-0 P0(12'-0) 60.153 6 20'-0 P0(17-0) 70.534 7 20'-0 P0(12'-0) 59.354 8 20'-0 P0(12'-0) 71.333 9 20'-0 P0(17-0) 58.555 10 -3'-6 E(35'-1) 89.547 11 -1-6 88.556 - 12 0.-11% ALV(-1.000) 87.225 13 20'-0 E(17'-7%) 77.026 14 20'-0 7(26-4) 74.501 15 20'-0 P0(17-0) 71.858 16 20'-0 P0(17-0) 57.756 17 20'-0 P0(17-0) 71.094 18 20'-0 P0(17-0) 56.957 19 20'-0 P0(17-0) 70.331 20 20'-0 P0(12.-0) 56.158 21 20'-0 P0(17-0) 69.567 22 20'-0 P0(17-0) 55.359 23 20'-0 P0(17-0) 54.561 24 20'-0 P0(12'-0) 68.803 25 20'-0 P0(12-0) 53.762 26 20'-0 P0(12'-0) 68.040 27 204) P0(12-0) 52.963 28 20'-0 P0(17-0) 67.276 29 20'-0 P0(12.-0) 52.164 30 204) P0(17-0) 66.512 31 20'-0 P0(12'-0) 51.365 32 20'-0 P0(12'-0) 65.748 33 20'-0 P0(17-0) 50.566 34 20'-0 P0(12'-0) 64.985 35 20'-0 P0(12'-0) 49.767 36 20'-0 P0(12.-0) 64.221 37 20'-0 P0(17-0) 48.969 38 20'-0 P0(12'-0) 63.457 39 20'-0 P0(17-0) 48.170 40 20'-0 P0(12.-0) 62.694 41 20'-0 P0(12-0) 47.371 If, 0 M.E.P.CAD,Inc. AutoSPRINK®12 v12.0.61.0 3/16/2017 2:37:11PM Page 6 leiNode Analysis ,,,v1 r Job Number.1 Report Description:Spec.Warehouse Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 42 20'-0 P0(12'-0) 61.930 43 20'-0 P0(12-0) 46.572 44 20'-0 P0(12-0) 61.166 45 20'-0 P0(12-0) 45.773 46 20'-0 P0(12-0) 60.403 47 20'-10 T(10'-0) 44.323 48 20'-0 P0(12'-0) 44.974 49 20'-0 P0(12-0) 59.639 50 20'-10 T(10'-0) 39.603 51 20'-0 P0(12-0) 44.328 52 20'-0 P0(12-0) 58.875 53 20'-10 T(1(Y-0) 39.454 54 20'-0 P0(12'-0) 44.164 55 20'-0 P0(12-0) 58.111 56 20'-10 1(10'-0) 39.456 57 20'-0 P0(12-0) 44.168 58 20'-0 P0(12-0) 57.348 59 20'-10 T(10'-0) 39.663 60 20'-0 P0(12-0) 44.394 61 20'-0 P0(12-0) 56.584 62 20'-0 P0(12-0) 45.158 63 20'-0 P0(12-0) 55.820 64 20'-0 P0(12-0) 45.922 65 20'-0 P0(12-0) 55.057 66 20'-0 P0(12-0) 46.685 g,©M.E.P.CAD,Inc. re AutoSPRINKO12 v12.0.61.0 3/16/2017 2:37:11PM Page 7 'al Hydraulic Analysis •.4 _ Job Number.1 Report Description:Spec.Warehouse • Pipe TYPe Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length 41111. Route 1 Bt. 1.3800 57.93 12.43 120 0.244774 11'-914 Pt 2.888 107 20'-10 57.93 11.2 26.750 Sprinkler Pe 108 20'-10 29.638 11'-9%Pv BL 1.6100 118.90 18.74 120 0.437016 11'-91,4 Pf 5.156 108 20'-10 60.97 11.2 29.638 Sprinkler Pe - 109 20'-10 34.794 11'9%Pv BL 2.0670 184.96 17.68 120 0.293129 5-10% Pf 4.661 109 20'-10 66.06 11.2 34.794 Sprinkler, 10'-0 Pe 53 20'-10 39.454 1(10.-0) 15'-1034 Pv RN 2.4690 319.35 21.40 120 0.338816 0'-10 Pf 4.348 53 20'-10 134.38 39.454 Flow(q)from Route 5 17-0 Pe 0.361 54 20'-0 44.164 P0(12-0) 12'-10 Pv CM 4.2600 290.78 6.55 120 0.020000 8'-2Y4 Pf 0.164 54 20'-0 44.164 Pe 51 20'-0 44.328 8'-2%Pv CM 4.2600 610.74 13.75 120 0.078933 8'-2% Pf 0.647 51 20'-0 319.96 44.328 Flow(q)from Route 3 Pe 48 20'-0 44.974 8'-2'/4 Pv CM 4.2600 684.58 15.41 120 0.097491 8'-2'/4 Pf 0.799 48 20'-0 73.84 44.974 Flow(q)from Route 9 Pe 45 20'-0 45.773 8'-2%Pv CM 4.2600 684.58 15.41 120 0.097491 8'-2'/4 Pf 0.799 45 20'-0 45.773 Pe 43 20'-0 46.572 8'-2%Pv CM 4,2600 684.58 15.41 120 0.097491 8'-2% Pf 0.799 43 20'-0 46.572 Pe 41 20'-0 47.371 8'-2%Pv CM 4.2600 684.58 15.41 120 0.097491 8'-2'/4 Pf 0.799 41 20'-0 47.371 Pe 39 20'-0 48.170 8'-2%Pv CM 4.2600 684.58 15.41 120 0.097491 8'-2% Pf 0.799 39 20'-0 48.170 Pe 37 20'-0 48.969 8'-2%Pv CM 4.2600 684.58 15.41 120 0,097491 8'-2%4 Pt 0.799 37 20'-0 48.969 Pe 35 20'-0 49.767 8'-2%Pv CM 4.2600 684.58 15.41 120 0.097491 8'-2% Pf 0.799 35 20'-0 49.767 Pe 33 20'-0 50.566 8'-2%4 Pv CM 4.2600 684.58 15.41 120 0.097491 8'-2% Pf 0.799 33 20'-0 50.566 Pc 31 20'-0 51.365 8'-2%Pv CM 4.2600 684.58 15.41 120 0.097491 8'-2% Pf 0.799 31 20'-0 51.365 Pe 29 20'-0 52.164 8'-2%Pv CM 4.2600 684.58 15.41 120 0.097491 8'-2%4 Pf 0.799 29 20'-0 52.164 Pe 27 20'-0 52.963 8'-2%Pv CM 4.2600 684.58 15.41 120 0.097491 8'-2% Pt 0.799 27 20'-0 52.963 25 20'-0 53.762 8'-2%Pv CM 4.2600 684.58 15.41 120 0.097491 8'-2% Pf 0.799 25 Z0'-0 53.762 Pe 23 217-0 54.561 8'-2'%4 Pv CM 4.2600 684.58 15.41 120 0.097491 8'-2% Pf 0.799 23 20'-0 54.561 Pe 22 20'-0 55.359 8'-2%Pv CM 4.2600 684.58 15.41 120 0.097491 8'-2'% Pt 0.799 22 20'-0 55.359 Pe 20 20'-0 56.158 8'-2%Pv CM 4.2600 684.58 15.41 120 0.097491 8'-2% Pf 0.799 20 20'-0 56.158 18 Pe 20'-0 56.957 8'-2'/o Pv CM 4.2600 684.58 15.41 120 0.097491 8'-2% Pf 0.799 - 18 20-0 56.957 Pe 16 20'-0 57.756 8'-2%Pv lCM 4.2600 684.58 15.41 120 0.097491 8'-2'/4 Pt 0.799 16 20'-0 57.756 Pe 9 20'-0 58.555 8'-2%Pv CM 4.2600 684.58 15.41 120 0.097491 8'-2% Pf 0.799 9 20'-0 58.555 Pe 7 20'-0 59.354 8'-2%Pv k,©M.E.P.CAD,Inc. 44 AutoSPRINkeSPRINK®12 v12.0.61.0 3/16/2017 2:37:16PM Page 8 i 1 Hydraulic Analysis Job Number.1 Report Description:Spec.Warehouse PIPe Type Diameter Flow Velocity HWC Friction Loss Length Pressure ' Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length CM 4.2600 684.58 15.41 120 0.097491 8'-2% Pf 0.799 7 20'-0 59.354 Pe 5 20'-0 60.153 8'-2%Pv CM 4.2600 684.58 15.41 120 0.097491 74'-3% Pf 8.784 5 20'-0 60.153 15'-9% Pe 3 20'-0 68.936 2LtE(7'-10%) 90'-1%Pv CM 4.2600 684.58 15.41 120 0.097491 8'-21/4 Pf 0.799 3 20'-0 68.936 Pe 4 20'-0 69.735 8'-2'/4 Pv CM 4.2600 684.58 15.41 120 0.097491 8'-2'A Pf 0.799 4 20'-0 69.735 Pe 6 20'-0 70.534 8'-2%Pv CM 4.2600 684.58 15.41 120 0.097491 8'-2'/. Pf 0.799 6 20'-0 70.534 Pe 8 20'-0 71.333 8'-2%Pv CM 4.2600 684.58 15.41 120 0.097491 6'-2 Pf 3.169 8 20'-0 71.333 28'-4 Pe 14 20'-0 74.501 T(26-4) 37-6 Pv FM 6.3570 1352.71 13.67 120 0.048926 34'-0 Pf 2.525 14 20'-0 668.13 74.501 Flow(q)from Route 2 17'-7% Pe 13 20'-0 77.026 E(17'-7%) 51'-7%Pv FR 6.3570 1352.71 13.67 120 0.048926 19'-0% Pf 1.933 13 20'-0 77.026 Pe 8.266 12 0'-11'% 87.225 ALV(-1.000) 19'-0%Pv FR 6.0650 1352.71 15.02 120 0.061517 1'-6 Pf 0.276 12 0'-11'%4 87.225 3'-0 Pe 1.054 11 -1'-6 88.556 GV(3'-0) 4'-6 Pv FR 10.4000 1352.71 5.11 140 0.003346 2'-0 Pf 0.124 11 -1'-6 88.556 35'-1 Pe 0.867 10 3'-6 89.547 E(35'-1) 37'-1 Pv UG 10.4000 1352.71 5.11 140 0.003346 340'-7% Pf 1.225 10 -3'-6 89.547 25'-6 Pe 2 3'-6 90.772 LtE(25'-6) 366-1%Pv _ UG 12.4600 135771 3.56 140 0.001388 18T-6% Pt 0.533 2 -3'-6 90.772 196'-7 Pe -2.168 1 1'-6 89.138 2T(98'-314),S 384'-1%Pv 500.00 Hose Allowance At Source - 1 1852.71 = Route 2 BL 1.3800 57.93 12.43 120 0.244786 11'-9% Pt 2.888 112 20'-10 57.93 11.2 26.751 Sprinkler Pe 113 20'-10 29.639 11'-934 Pv BL 1.6100 118.90 18.74 120 0.437037 11'-9% Pf 5.156 113 20'-10 60.97 11.2 29.639 Sprinkler Pe 114 20'-10 , 34.796 11.9x4 Pv BL 2.0670 184.97 17.69 120 0.293143 5'-10% Pf 4.661 114 20'-10 66.07 11.2 34.796 Sprinkler, 10'-0 Pe 56 20'-10 39.456 T(10.-0) 15'-10%Pv RN 2.4690 319.36 21.40 120 0.338833 0'-10 Pf 4.348 56 20'-10 134.39 39.456 Flow(q)from Route 6 17-0 Pe 0.361 57 20'-0 44.166 PO(12'-0) 17-10 Pv CM 4.2600 347.93 7.83 120 0.027873 8'-2'/4 Pf 0.228 57 20'-0 28.57 44.166 Flow(q)from Route 10 Pe 60 20'-0 44.394 8'-2%Pv CM 4.2600 668.13 15.04 120 0.093201 8'-2% Pf 0.764 60 20'-0 320.20 44.394 Flow(q)from Route 4 Pe 62 20'-0 45.158 8'-2'/4 Pv CM 4.2600 668.13 15.04 120 0.093201 8'-2'/4 Pf 0.764 62 20'-0 45.158 Pe 64 20'-0 45.922 8'-2%Pv CM 4.2600 668.13 15.04 120 0.093201 8'-2'/4 Pf 0.764 64 20'-0 45.922 Pe 66 20'-0 46.685 8'-2%Pv CM 4.2600 668.13 15.04 120 0.093201 74'-0% Pf 8.371 66 20'-0 46.685 15'-9% Pe 65 20'-0 55.057 2LtE(7'-10%) 89'-9'/ Pv CM 4.2600 668.13 15.04 120 0.093201 8'-2% Pf 0.764 65 20'-0 55.057 Pe 63 20'-0 55.820 8'-2%Pv CM 4.2600 668.13 15.04 120 0.093201 8'-2'% Pf 0.764 63 20'-0 55.820 Pe 61 20'-0 56.584 8'-2%Pv ,©M.E.P.CAD,Inc. A AUtOSPRINK®12 v12.0.61.0 3/16/2017 2:37:16PM Page 9 4sHydraulic Analysis Job Number.1 Report Description:Spec.Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length CM 4.2600 668.13 15.04 120 0.093201 8'-21/4 Pf 0.764 61 20'-0 56.584 Pe 58 20'-0 57.348 8'-2%4 Pv CM 4.2600 668.13 15.04 120 0.093201 8'-2%4 Pf 0.764 58 20'-0 57.348 Pe 55 20'-0 58.111 8'-2%Pv CM 4.2600 668.13 15.04 120 0.093201 8'-2% Pf 0.764 55 20'-0 58.111 Pe 52 20'-0 58.875 8'-214 Pv CM 4.2600 668.13 15.04 120 0.093201 8'-234 Pf 0.764 52 20'-0 58.875 Pe 49 20'-0 59.639 8'-234 Pv CM 4.2600 668.13 15.04 120 0.093201 8'-21/4 Pt 0.764 49 2'-0 59.639 Pe 46 20'-0 60.403 8'-2%4 Pv CM 4.2600 668.13 15.04 120 0.093201 8'-2%4 Pf 0.764 46 2'-0 60.403 Pe 44 2'-0 61.166 8'-2%4 Pv CM 4.2600 668.13 15.04 120 0.093201 8'-2%4 Pf 0.764 44 2'-0 61.166 Pe 42 20'-0 61.930 8'-234 Pv CM 4.2600 668.13 15.04 120 0.093201 8'-214 Pf 0.764 42 20'-0 61.930 Pe 40 20'-0 62.694 8'-2%4 Pv CM 4.2600 668.13 15.04 120 0.093201 8'-2%4 Pf 0.764 40 20'-0 62.694 Pe 38 20'-0 63.457 8'-2%Pv CM 4.2600 668.13 15.04 120 0.093201 8'-2%4 Pf 0.764 38 20'-0 63.457 Pe 36 20'-0 64.221 8'-21 Pv CM 4.2600 668.13 15.04 120 0.093201 8'-2%4 Pf 0.764 36 20'-0 64.221 Pe 34 20'-0 64.985 8'-21/4 Pv CM 4.2600 668.13 15.04 120 0.093201 8'-2%4 Pf 0.764 34 20'-0 64.985 Pe 32 20'-0 65.748 8'-21/4 Pv CM 4.2600 668.13 15.04 120 0.093201 8'-234 Pf 0.764 32 20-0 65.748 Pe 30 20'-0 66.512 8'-2%4 Pv CM 4.2600 668.13 15.04 120 0.093201 8'-234 Pt 0.764 30 20'-0 66.512 Pe 28 20'-0 67.276 8'-2%4 Pv CM 4.2600 668.13 15.04 120 0.093201 8'-2%4 Pf 0.764 28 20'-0 67.276 Pe 26 20'-0 68.040 8'-2%4 Pv CM 4.2600 668.13 15.04 120 0.093201 8'-2%4 Pt 0.764 26 20'-0 68.040 Pe 24 20'-0 68.803 8'-2%4 Pv - - - CM 4.2600 668.13 15.04 120 0.093201 8'-2%4 Pf 0.764 24 20'-0 68.803 Pe 21 20'-0 69.567 8'-2%4 Pv CM 4.2600 668.13 15.04 120 0.093201 8'-2%4 Pf 0.764 21 20'-0 69.567 Pe 19 20'-0 70.331 8'-2%Pv CM 4.2600 668.13 15.04 120 0.093201 8'-2%4 Pf 0.764 19 20'-0 70.331 Pe 17 20'-0 71.094 8'-2%4 Pv CM 4.2600 668.13 15.04 120 0.093201 8'-2%4 Pf 0.764 17 20'-0 71.094 Pe 15 20'-0 71.858 8'-2%Pv CM 4.2600 668.13 15.04 120 0.093201 7-0% Pf 2.643 15 20'-0 71.858 26'-4 Pe 14 20'-0 74.501 1(26'-4) 28'-4%4 Pv IMP Route 3"••• BL 1.3800 58.04 12.45 120 0.245649 11'-9% Pf 2.898 102 20'-10 58.04 11.2 26.853 Sprinkler Pe 103 20'-10 29.751 11'-934 Pv BL 1.6100 119.13 18.77 120 0.438571 11'-91% Pf 5.174 103 20'-10 61.09 11.2 29.751 Sprinkler Pc " 104 20'-10 34.926 1V-9%Pv BL 2.0670 185.32 17.72 120 0.294167 5'-10% Pt 4.677 104 20'-10 66.19 11.2 34.926 Sprinkler, 10'-0 Pe 50 20'-10 39.603 1(10'-0) 15'-10%Pv a,0 M.E.P.CAD,Inc. A AUtOSPRINK®12 v12.0.61.0 3/16/2017 2:37:16PM Page 10 11 Hydraulic Analysis IJob Number.1 Report Description:Spec.VVarehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length RN 2.4690 319.96 21.44 120 0.340011 0'-10 Pf 4.363 50 20'-10 134.64 39.603 Flow(q)from Route 7 12-0 Pe 0.361 51 20'-0 44.328 P0(12'-0) 12'-10 Pv Route 4 BL 1.3800 58.08 12.46 120 0.246005 11'-9% Pf 2.902 117 20'-10 58.08 11.2 26.895 Sprinkler Pe 118 20-10 29.798 11'-934 Pv BL 1.6100 119.22 18.79 120 0.439205 11'-9'% Pf 5.182 118 20'-10 61.14 11.2 29.798 Sprinkler Pe 119 20'-10 34.980 1V-934 Pv .. BL 2.0670 185.46 17.73 120 0.294590 5'-10% Pf 4.684 119 20'-10 66.24 11.2 34.980 Sprinkler, 10'-0 Pe 59 20'-10 39.663 T(10'-0) 15'-10%Pv RN 2.4690 320.20 21.46 120 0.340498 0'-10 Pf 4.370 59 20'-10 134.74 39.663 Flow(q)from Route 8 17-0 Pe 0.361 60 20'-0 44.394 P0(12.-0) 12'-10 Pv 6110 Route 5 BL 1.6100 66.37 10.46 120 0.148628 11'-9% Pf 1.754 111 20'-10 66.37 11.2 35.120 Sprinkler Pe 110 20'-10 36.873 11'-9%Pv BL 2.0670 134.38 12.85 120 0.162325 5'-10'/. Pf 2.581 110 2V-10 68.01 11.2 36.873 Sprinkler, 10'-0 Pe 53 20'-10 39.454 T(10'-0) 15'-10%Pv alp Route 6 • BL 1.6100 66.38 10.46 120 0.148635 11'-9% Pf 1.754 116 20'-10 66.38 11.2 35.122 Sprinkler Pe 115 20'-10 36.875 11'934 Pv BL 2.0670 134.39 12.85 120 0.162333 5'-10% Pf 2.581 115 20'-10 68.01 11.2 36.875 Sprinkler, 10'-0 Pe 56 20'-10 39.456 T(10'-0) 15'-10%Pv GP Route 7 BL 1.6100 66.50 10.48 120 0.149150 11'-9% Pf 1.760 106 20'-10 66.50 11.2 35.253 Sprinkler Pe - 105 20'-10 37.013 11'-9%Pv BL 2.0670 134.64 12.87 120 0.162894 5'-10% Pf 2.590 105 20'-10 68.14 11.2 37.013 Sprinkler, 10'-0 Pe 50 20'-10 39.603 T(10'-0) 15'-10'/.Pv ® Route 8 BL 1.6100 66.55 10.49 120 0.149362 11'-9% Pf 1.762 121 20'-10 66.55 11.2 35.307 Sprinkler Pe 120 20'-10 37.070 11'-9%Pv BL 2.0670 134.74 12.88 120 0.163126 5'-10% Pi 2.594 120 20'-10 68.19 11.2 37.070 Sprinkler, 10'-0 Pe 59 20'-10 39.663 ' T 10-0 ( 15'-103; Pv w Route 8 BL 2.0670 73.84 7.06 120 0.053621 5'-10% Pf 0.853 101 20'-10 73.84 11.2 43.471 Sprinkler, 10'-0 Pe 47 20'-10 44.323 T(10.-0) 15'-10%Pv RN 2.4690 73.84 4.95 120 0.022566 0'-10 Pf 0.290 47 20'-10 44.323 17-0 Pe 0.361 48 20'-0 44.974 P0(12'-0) 12'-10 Pv e-•••••Route 10 CM 4.2600 28.57 0.64 120 0.000273 8'-2% Pf 0.002 54 20'-0 44.164 Pe 57 20'-0 44.166 8'-21%Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) r C Value Multiplier ( Actual Inside Diameter \4"87 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter 1 =Factor Multiplying Factor 0.713 1.16 1.33 1.51 &©M.E.P.CAD,Inc. 41Au oSPRINKK 12 v12.0.61.0 3/16/2017 2:37:16PM Page 11 -Hydraulic Analysis Job Number.1 Report Description:Spec.V1/arehouse ' Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure �Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Total LenifAr_ Pipe Type Legend Units Legend , . Fittings Legend AO Arm-Over Diameter Inch ALV Alar Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaW Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig P f Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90°Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45°Elbow Eel 11% Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap • f,®M.E.P.CAD,Inc. 4AutoSPRINK®12 v12.0.61.0 3/16/2017 2:37:16PM Page 12 isill Floo Diagram(Current View) Job Number.1 Report Description:Spec.Warehouse i I r 'g / Al ,Far .-,S.w / / ,t•LI •---i/ I • I I • 41?e 4, e i o e i e G C' O O F t S e i k ` \/ 'a 1 $ R t A S i C i i • , • f • 1 ' • • • • 0\6 `v m 0 i m v Im I \ • r\ . + O i' V , (l o \ • ` \ O U 3 D O v m • I 1 • , • r I • i 1 { E. I I • 0 • • ©M.E.P.CAD,Inc. A AutoSPRINK®12 v12.0.61.0 3/16/2017 2:37:24PM Page 13 Calculations for : TYREE OIL TIGARD, OR 01/04/2017 Loading: 4000 # load levels 2 pallet levels @ 60, 120 Seismic per IBC 2012 100% Utilization Sds = 0 . 717 Sdl = 0 .441 I = 1 . 00 96 " Load Beams Uprights: 44 " wide C 3 . 000x 3 . 000x 0 . 075 Columns C 1 . 500x 1 . 500x 0 . 075 Braces 5 . 00x 8 .00x 0 .375 Base Plates with 2- 0 . 500in x 3 . 25in Embed Anchor/Column 4 . 13x 2 . 750x 0 . 060 Load beams w/ 3-Pin Connector by : Ben Riehl Registered Engineer OR# 11949 PROF4 , 1194• j :,• • / fk Fc. 3, Act .i. C� ----� EXP DATE: 12/'Lt 1 tm imidDesign Maps Summary Report User-Specified Input Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available it 2008) Site Coordinates 45.4033°N, 122.7476°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III ka 1 t .: '- :53Ti :;‘,:.',:ik.,Ai.;,'::'''=4:,',11=,;,;-::4111'.4.X.:;;411.'"7-:'4::'#.44ne'4:;;;:lt"'"f .1,''':':-,:i:''''-',,-'‘,.:<:::;:=: ;.`isi : ''''",. .',-.14.''p..t,i-•5'-,,,,?"-.*,,:,*=;,'-°*'.-.:t.`4.„.;,-,:,4-..v.-•:2-.:,r54o,,,A,f,:,,,,,,,t:-„,,•'ccI,.l,:.v,z;.,',,="(wk4,,i-,:p07,;,1,,,cfz?3 - 4 ''''''',4'.'1'-'-'=';'...:21'ii,-,== =i-AiS",--,,,°=';=7=',,.'=''.W:=.,e4.,k;:=*=' „', , =-,,,,''..k 0''' 1-:''''r--74•41,4kr-,-, '-!,, N, ,,:.''' t-0,14,*tkeitlA05,,,c;,',.,%,,,'-',.'---'-;,- i g0% ap yam�Y • � _ ...x �. . , ....� � , ., � �� �.,_ ��ate � �� USGS-Provided Output - SS = 0.965 g SMS = 1.075 g SDS = 0.717 g S1 = 0.4199 SM1 = 0.6629 SD1 = 0.4429 For information on how the SS and Si values above have been calculated from probabilistic (risk targeted) and deterministic ground mations in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP" building code reference document. MCE�Response Spectrum Design Response Spectrum 1.10 0.72 0.49 0.64 0.80 0.56 0.77 6.42 4€ 6.66 0.40 II 0.55 r yj 0.32 0.44 0.24 0.33 0.22 0.16 0.11 0.02 0.00 0.00 0.00 0.20 0.40 0 60 „._,-- 0.$0 1.00 1.20 1.40 1.60 1.20 2.00 0.00 0.30 0.40 0.60 6.80 1.00 1.30 1.40 1.60 1.80 2.00 Period. T(sec) Period. T(sec) Although this information is a product of the U.S.Geological Survey,we provide no warranty,expressed or implied,as to the accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. L IBC 2012 LOADING SEISMIC: Ss= 96.5 %g S1= 41.9 %g Soil Class D Modified Design spectral response parameters Sms= 107.5 % g Sds= 71.7 %g Sm1= 66.2 %g Sd1= 44.1 %g Seismic USE 2 Seismic Design Category D or D le= 1 R= 4 R = 6 Cs= 0.1792 W Cs= 0.1194 W Using Working Stress Design V= Cs*W/1.4 V= 0.1280 W V= 0.0853 W A Cold Formed Channel Depth 3 .000 in Fy = 55 ksi Flange 3.000 in Lip 0.750 in Thickness 0.0750 in COLUMN SECTION R 0.1000 in Blank = 9.96 in wt = 2.5 plf A = 0.747 in2 Ix = 1.191 in4 Sx = 0.794 in3 Rx = 1.263 in Iy = 0.935 in4 Sy = 0.544 in3 Ry = 1.119 in a 2.6500 Web w/t 35.3333 a bar 2.9250 Flg w/t 35.3333 b 2.6500 x bar 1.2423 b bar 2.9250 m 1.6690 c 0.5750 x0 -2.9114 c bar 0.7125 J 0.0014 u 0.2160 x web 1.2798 gamma 1.0000 x lip 1.7202 R' 0.1375 h/t 38.0000 Section Removing: 0.640 inch slot 0.75 inches each side of center on web 0.375 inch hole 0.87 inches from web in each flange A- = 0.152 in2 A' = 0.595 in2 x bar = 1.478 in I'x = 1.014 in4 S'x= 0.676 in3 R'x= 1.305 in I'y = 0.743 in4 S'y= 0.476 in3 R'y= 1.117 in Cold Formed Channel Depth 1.500 in Fy = 55 ksi Flange 1.500 in Lip 0.000 in Thickness 0.0750 in BRACE SECTION R 0.1000 in Blank = 4.23 in wt = 1.1 plf A = 0.317 in2 Ix = 0.125 in4 Sx = 0.166 in3 Rx = 0.627 in Iy = 0.075 in4 Sy = 0.079 in3 Ry = 0.487 in a 1.1500 Web w/t 15.3333 a bar 1.4250 Flg w/t 17.6667 b 1.3250 x bar 0.5060 b bar 1.4625 m 0.6531 c 0.0000 x0 -1.1592 c bar 0.0000 J 0.0006 u 0.2160 x web 0.5435 gamma 0.0000 x lip 0.9565 R' 0.1375 h/t 18.0000 Cold Formed Section HEIGHT OF BEAM 4.130 INCHES MAT'L THICKNESS 0.060 INCHES INSIDE RADIUS 0.100 INCHES LOAD BEAM WIDTH 2.750 INCHES STEEL YIELD 55.0 KSI STEP 1.625 INCHES HIGH 1.000 INCHES WIDE ABOUT THE HORIZONTAL AXIS ABOUT THE VERTIC L Y LY LY2 Ii X LX LONG SIDE 3 .8100 2.0650 7.8677 16.2467 4 .6089 0.0300 0.1143 TOP 1.4300 4.1000 5.8630 24.0383 0.0000 0.8750 1.2513 STEP SIDE 1.3650 3.2875 4.4874 14.7525 0.2119 1.7200 2.3478 STEP BOTT 0.7400 2.4750 1.8315 4.5330 0.0000 2.2200 1.6428 SHORT SID 2.1850 1.2525 2.7367 3.4277 0.8693 2.7200 5.9432 BOTTOM 2.4300 0.0300 0.0729 0.0022 0.0000 1.3750 3.3413 CORNERS 0.2042 4.0528 0.8276 3.3540 0.0003 0.0772 0.0158 2 0.2042 4.0528 0.8276 3.3540 0.0003 1.6728 0.3416 3 0.2042 2.5222 0.5151 1.2991 0.0003 1.7972 0.3670 4 0.2042 2.4278 0.4958 1.2036 0.0003 2.6728 0.5458 5 0.2042 0.0772 0.0158 0.0012 0.0003 2.6728 0.5458 6 0.2042 0.0772 0.0158 0.0012 0.0003 0.0772 0.0158 TOTALS 13.1852 26.4200 25.5567 72.2135 5.6921 17.9100 16.4723 AREA = 0.791 IN2 CENTER GRAVITY = 1.938 INCHES TO BASE 1.249 INCHES TO LONG SIDE Ix = 1.702 IN4 Iy = 0.875 IN4 Sx = 0.777 IN3 Sy = 0.583 IN3 Rx = 1.467 IN Ry = 1.052 IN BEAM END CONNECTOR COLUMN MATERIAL THICKNESS = 0.075 IN LOAD BEAM DEPTH = 4.13 IN TOP OF BEAM TO TOP OF CONN= 0.000 IN WELD @ BTM OF BEAM = 0.000 IN LOAD = 4000 LBS PER PAIR CONNECTOR VERTICAL LOAD = 1000 LBS EACH RIVETS 3 RIVETS @ 2 " oc 0.4375 " DIA A502-2 1st @ 1 "BELOW TOP OF CONNECTOR AREA = 0.150 IN2 EACH Fv = 22.0 KSI Vcap = 3 .307 KIPS EACH RIVET BEARING Fb = 65.0 KSI BRG CAP= 2.133 KIPS EACH RIVET TOTAL RIVET VERTICAL CAPACITY = 6.398 KIPS 161 CONNECTOR 6 " LONG CONNECTOR ANGLE Fy = 50 KSI 1.625 " x 3 " x 0.1875 " THICK S = 0.131 IN3 Mcap = 3.924 K-IN 3 .924 K-IN RIVET MOMENT RESULTANT @ 1 IN FROM BTM OF CONN M = PL L = 0.87 IN Pmax = Mcap/L = 4.510 KIPS RIVET LOAD DIST MOMENT P1 2.844 4.000 11.375 RIVET OK P2 1.422 2.000 2.844 P3 0.000 0.000 0.000 P4 0,000 0.000 0.000 TOTAL 4.266 14.219 CONNECTOR OK WELDS 0.125 " x 4.130 " FILLET WELD UP OUTSIDE 0.125 " x 2.505 " FILLET WELD UP INSIDE 0.125 " x 1.625 " FILLET WELD UP STEP SIDE 0 " x 1.000 " FILLET WELD STEP BOTTOM 0 " x 2.750 " FILLET WELD ACROSS BOTTOM 0 " x 1.750 " FILLET WELD ACROSS TOP USE EFFECTIVE 0.06 " THICK WELD L = 8.26 IN A = 0.496 IN2 S = 0.341 IN3 FIT = 26.0 KSI Mcap = 8.87 K-IN 8.87 K-IN I In Upright Plane Seismic Load Distribution per 2012 IBC Sds = 0.717 1.00 Allowable Stress Increase I = 1.00 R = 4.0 V = (Sds/R) *I*P1*.67 Weight 60 # per level frame weight Columns @ 44 " Levels Load WiHi Fi FiHi Column: (inches) (#) (k-in) (#) (k-in) C 3.000x 3.000x 0.075 120 4060 487 650 78 60 4060 244 325 19 0 0 0 0 0 KLx = 60 in 0 0 0 0 0 KLy = 41 in 0 0 0 0 0 A = 0.595 in 0 0 0 0 0 Pcap = 15379 lbs 8120 731 975 97 Column 29% Stress Max column load = 6275 # Min column load = 98 # Overturning ( .6-.11Sds)DL+(0.6-.14Sds) .75PLapp-1.02EL -1224 # MIN (1+0.11Sds)DL+ (1+0.14Sds) .75PL+ .51EL = 4496 # MAX REQUIRED HOLD DOWN = -1224 # Anchors: 1 T = 1224 # 2 0.5 in dia HILTI TZ 3.25 inches embed in 2500psi concrete Tcap = 2801 # 44% Stressed V = 512 # per leg Vcap = 5103 # = 10% Stressed COMBINED = 54% Stressed OK Braces: Brace height = 41 " Brace width = 44 " Length = 60 " P = 999 # Use : C 1.500x 1.500x 0.075 A = 0.317 in L/r = 124 Pcap = 3155 # 32% In Upright Plane Seismic Load Distribution TOP LOAD ONLY per 2012 IBC Sds = 0.717 1.00 Allowable Stress Increase I = 1.00 R = 4.0 V = (Sds/R) *I*Pl Weight 60 # per level frame weight Columns @ 44 " Levels Load WiHi Fi FiHi Column: (inches) (#) (k-in) (#) (k-in) C 3.000x 3.000x 0.075 120 4060 487 733 88 60 60 4 5 0 0 0 0 0 0 KLx = 60 in 0 0 0 0 0 KLy = 41 in 0 0 0 0 0 A = 0.595 in 0 0 0 0 0 Pcap = 15379 lbs ---- ---- ---- ---- 4120 491 738 88 Column 26% Stress Max column load = 4066 # Min column load = -152 # Uplift Overturning ( .6-.11Sds)DL+(0.6-.14Sds) .75PLapp-1.02EL -1176 # MIN (1+0.11Sds)DL+ (1+0.14Sds) .75PL+ .51EL = 4071 # MAX REQUIRED HOLD DOWN = -1176 # I Anchors: 1 T = 1176 # 2 0.5 in dia HILTI TZ 3.25 inches embed in 2500psi concrete Tcap = 2801 # 42% Stressed V = 369 # per leg Vcap = 5103 # = 7% Stressed COMBINED = 49% Stressed OK Braces: Brace height = 41 " Brace width = 44 " Length = 60 " P = 757 # Use : C 1.500x 1.500x 0.075 A = 0.317 in L/r = 124 Pcap = 3155 # 24% 1 • PAGE 1 MSU STRESS-11 VERSION 9/89 ---DATE: 01/04/;7 --- TIME OF DAY: 14 :42:38 INPUT DATA LISTING TO FOLLOW: Structure Storage Rack in Load Beam Plane 2 Levels Type Plane Frame Number of Joints 10 Number of Supports 6 Number of Members 10 Number of Loadings 1 Joint Coordinates 2 5 8 10 • 1 0.0 60.0 S 2 0.0 120.0 S 3 49.5 0.0 S 4 49.5 60.0 5 49.5 120.0 6 148.5 0.0 S 1 4 7 9 7 148.5 60.0 8 148.5 120.0 9 198.0 60.0 S 10 198.0 120.0 S Joint Releases 3 6 3 Moment Z 6 Moment Z 1 Force X Moment Z 2 Force X Moment Z 9 Force X Moment Z 10 Force X Moment Z Member Incidences 1 1 4 2 2 5 3 3 4 4 4 5 5 6 7 6 7 8 7 4 7 8 7 9 9 5 8 10 8 10 Member Properties 1 Thru 2 Prismatic Ax 0.791 Ay 0.554 Iz 1.702 3 Thru 6 Prismatic Ax 0.595 Ay 0.298 Iz 1.014 7 Thru 10 Prismatic Ax 0.791 Ay 0.554 Iz 1.702 Constants E 29000. All G 12000. All Tabulate All Loading Dead + Live + Seismic Joint Loads 4 Force Y -2.03 5 Force Y -2.03 7 Force Y -2.03 8 Force Y -2.03 4 Force X 0.044 jc PAGE 2 MSU STRESS-11 VERSION 9/89 --- DATE: 01/04/;7 --- TIME OF DAY: 14:42:38 5 Force X 0.089 7 Force X 0.044 8 Force X 0.089 Solve - PROBLEM CORRECTLY SPECIFIED, EXECUTION TO PROCEED Seismic Analysis per 2012 IBC wi di widi2 fi fidi # in ## 4060 0.4299 750 88 37.8 44 88 4060 0.5533 1243 178 98.5 89 177 O 0.0000 0 0 0.0 0 0 O 0.0000 0 0 0.0 0 0 O 0.0000 0 0 0.0 0 0 O 0.0000 0 0 0.0 0 0 8120 1993 266 136.3 265 g = 32.2 ft/sec2 T = 1.2223 sec I = 1.00 Cs = 0.0602 or 0.1194 Sdl = 0.441 Cs min = 0.071666 R = 6 Cs = 0.0717 V = (Cs*I*.67) *W*.67 V = 0.0480 W*.67 = 265 # 100% - 7 PAGE 3 MSU STRESS-11 VERSION 9/89 --- DATE: 01/04/;7 --- TIME OF DAY: 14:42:38 Structure Storage Rack in Load Beam Plane 2 Levels Loading Dead + Live + Seismic MEMBER FORCES MEMBER JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 1 0.000 -0.090 0.00 1 4 0.000 0.090 -4.47 2 2 0.000 -0.019 0.00 2 5 0.000 0.019 -0.95 3 3 4.035 0.131 0.00 3 4 -4.035 -0.131 7.85 4 4 2.017 0.075 1.75 4 5 -2.017 -0.075 2.77 5 6 4.035 0.135 0.00 5 7 -4.035 -0.135 8.11 6 7 2.017 0.103 2.46 6 8 -2.017 -0.103 3.70 7 4 -0.012 -0.102 -5.13 7 7 0.012 0.102 -4.95 /�,, 8 7 0.000 -0.114 -5.62 ,041,0 C:41-Wil '°` ` 8 9 0.000 0.114 0.00 9 5 0.014 -0.033 -1.82 9 8 -0.014 0.033 -1.42 10 8 0.000 -0.046 -2.28 10 10 0.000 0.046 0.00 APPLIED JOINT LOADS, FREE JOINTS JOINT FORCE X FORCE Y MOMENT Z 4 0.044 -2.030 0.00 5 0.089 . -2.030 0.00 7 0.044 -2.030 0.00 8 0.089 -2.030 0.00 REACTIONS,APPLIED LOADS SUPPORT JOINTS t tq PAGE 4 MSU STRESS-11 VERSION 9/89 --- DATE: 01/04/;7 --- TIME OF DAY: 14:42:38 JOINT FORCE X FORCE Y MOMENT Z 1 0.000 -0.090 0.00 2 0.000 -0.019 0.00 3 -0.131 4.035 0.00 6 -0.135 4.035 0.00 9 0.000 0.114 0.00 10 0.000 0.046 0.00 FREE JOINT DISPLACEMENTS JOINT X-DISPLACEMENT Y-DISPLACEMENT ROTATION 4 0.4299 -0.0140 -0.0018 5 0.5533 -0.0210 -0.0007 7 0.4300 -0.0140 -0.0016 8 0.5533 -0.0210 -0.0003 SUPPORT JOINT DISPLACEMENTS JOINT X-DISPLACEMENT Y-DISPLACEMENT ROTATION 1 0.4299 0.0000 0.0004 2 0.5533 0.0000 -0.0003 3 0.0000 0.0000 -0.0098 6 0.0000 0.0000 -0.0099 9 0.4300 0.0000 0.0012 10 0.5533 0.0000 0.0008 • '3 Beam-Column Check C 3.000x 3.000x 0.075 Fy = 55 ksi A = 0.595 in2 Sx = 0.676 in3 Rx = 1.305 in Ry = 1.117 in kx = 1.00 ky = 1.00 Stress Factor 1.000 Point P M Lx Ly Pcap Mcap Ratio 7 4.1 8.1 60.0 41. 0 15.38 22.30 63% 8 2.1 3.7 60.0 41.0 15.38 22.30 30% 0 0.0 0.0 60.0 41.0 15.38 22.30 0% 0 0.0 0.0 60.0 41.0 15.38 22.30 0% 0 0.0 0.0 60.0 41.0 15.38 22.30 0% 0 0.0 0.0 60.0 41.0 15.38 22.30 0% Load Beam Check 4.13x 2.750x 0.060 Fy = 55 ksi A = 0.791 in2 E = 29,500 E3 ksi Sx = 0.777 in3 Ix = 1.702 in4 Length = 96 inches Pallet Load 4000 lbs Assume 0.5 pallet load on each beam M = PL/8= 24.00 k-in fb = 30.90 ksi Fb = 33 ksi 94% Mcap = 25.63 k-in 34.17 k-in with 1/3 increase Defl = 0.46 in = L/ 209- w/ 25% added to one pallet load M = .22 PL = 21.12 k-in 82% I+ Base Plate Design Column Load 4.-7 kips Allowable Soil 1500 psf basic Assume Footing 21.3 in square on side Soil Pressure 1500 psf Bending: Assume the concrete slab works as a beam that is fixed against rotation at the end of the base plate and is free to deflect at the extreme edge of the assumed footing, but not free to rotate. Mmax = w1A2/3 Use 5 "square base plate w = 10.4 psi 1 = 5.13 in Load factor = 1.67 M = 152 #-in 6 in thick slab f'c = 2500 psi s = 6.00 in3 fb = 25 psi Fb = 5(phi) (f'c".5) = 163 psi OK ! ! Shear : ._ Beam fv = 15 psi Fv = 85 psi OK ! ! Punching fv = 22 psi Fv = 170 psi ' OK ! ! Base Plate Bending Use 0.375 " thick 1 = 1.5 in w = 188 psi fb = 9036 psi Fb = 37500 psi OK ! ! 11:1