|
Tol-Brace Seismic Calculations
<br />Project Addref3s; (1 7048 Eiemen r 5cho ai Cal teria_
<br />Con-CaI R* System ins r
<br />P.a, a. x464 °"' nG
<br />750 fast Yosemiie Avenue
<br />tadi' Cs 9$241 -
<br />ue
<br />750 East Yosemite Aven-
<br />209-33x.9119 by 'IT
<br />Manteca, CA 95335
<br />4116W C-16 ..
<br />Job 415112 Calculations baaao an Will NFPA P.VhM#13
<br />Brace Information
<br />Tolco Brace Components
<br />daazknuan8paclus ��' o," ?�>
<br />Tatco Component Fig, dumber ' Adjusted Load
<br />€Maldmum Brats Length T 0" 2.13 m
<br />119- 1001 Clamp 1425143 (645 kg)
<br />Bracing Material 1° Sci1,40
<br />Fig.980 Urtivetsal Swivel 14251£3 l&M kM
<br />ie%rattrVerticat 45'Min.
<br />9 _._................_.,_____. ,...a_..-...
<br />'CakuratfrsnBawdonC0NCWR€CLaMIrg
<br />`�aeeeNote: Theta cutorPakm am forwoo=*p0mirtsml€Y use of any
<br />twat Rad, xr Gyraf)at 11,42 (11 mom
<br />dinar teanpamttus volda Mensa ea€errt®Siamt and the 6ati aofthe a eow"Ky.
<br />Asseitibly Detail
<br />........... ......,.�._..rv.
<br />LM VWsia
<br />Fastener Infornla$iori
<br />1314 lbs 594
<br />MaxtferixatHaliLoatt _.._...f w._�> ___-,._..-_.__�._
<br />FIS'B
<br />t'ikltVE.R�AG'SL�tY-73€(r.#
<br />i3101bs(S 3
<br />Max Hariaoma4 Load _ .__. k9 ....... ._
<br />IeTTAHM3ztfT
<br />€arca Factor (eP) 0�5t _
<br />Diameter N/A.�-...
<br />_..
<br />Length N/A._,_.
<br />T%1LCq
<br />3.' F1946;
<br />TYPO
<br />Fastener Information
<br />FastensrOdarrlagan NFPAT aeE ___.__..._.............._
<br />Maximum Lead
<br />=FIG.4L ..
<br />'.
<br />IItxanetea 5{$in,
<br />- "
<br />Diameter 1/2in.__._.....__.._.__.......___.m._..
<br />Irfif co PtCx'. 1001
<br />Length 3-1121 . -.. _..
<br />FAFT 111 Ar4P
<br />Type Tlrroug fro ,_._._._........______...._
<br />rr^ Sch,10 Steel Pipe (101.8 rem)
<br />�„,.�
<br />80It (24.4 m) 175 �s (a1?i k&3
<br />Brace Identiflcatiarl on Pians BR -1
<br />fid -tenon of Brace Lateral
<br />P®rtae &rr0 added for Fatlhga and Sprinklers
<br />Braced Pipe: z.s" sch.10 Stasi Pipe Load Information
<br />Its (32.21 kg)
<br />Size and Type of Pipe
<br />Total Length Total Calculated Load
<br />2.6" Sch.10 Stea€ Pipe (53.5 mm)
<br />30R (8.1 m)
<br />1,25" SO O Steal Pipe (31,75 mm)
<br />120ft (3e.S m) 177las (g4 kg1
<br />1' Sch.413 Stec[ Pipe (25.4 mm)
<br />7% (22.9 in) 77 Rus (35 kg)
<br />Total Adjusted Load of all pipe within Zone of Influence 230 ft (104 kg)
<br />Pam an.Rge added for Flange and SpdrWon;
<br />152 lbs (23.89 kg)
<br />Total Adjusted Load of all pipe within Zone of Influence 3� l� ling kg)
<br />FTa6(traCe Ya4tsm Et
<br />Tol-Brace Seismic Calculations
<br />Project Address:tincaln filamentary Schaal Cafeteria
<br />Cern-cal Fire systems, trsa
<br />boa- 9m, 2288 ��
<br />nlu
<br />750 fast Yosemiie Avenue
<br />I&A Ca 95241
<br />by
<br />._.-.__._,.
<br />209.334.9119
<br />Manteca,CA 95336
<br />488547 C-16 - ...
<br />lob It IS112 cutwtaNeaa based stn 24sa NFPAPrmow013
<br />Brace Information
<br />Tolco Brace Components
<br />Maximum spat3trg ' R" {15.Ttf m)
<br />Tolco Component Fig, Nulntaer Adjusted Load
<br />Maximum grace Length
<br />Fi4.41LClamp 1.425 lbs (646 kg)
<br />Bracing Material 1" Scat. -04
<br />Fig,980 Universal Swivel 1425 lbs (645 kg)
<br />Angie fl+atn Vertical45' Min. -
<br />'ffeuaUon Baste onCUNCENTR!C Lead+ng
<br />'Please Ww These txrltaAaaone ata for Vw carsponarxa only. tiros of any
<br />14aatrted,aft3yrakkm5 42 (11 mrp_
<br />other c .^nwowls vnklo maaa oidCvlations grid ft Rating of ecu assammy.
<br />Assembly Detail
<br />,:_....-.._..__._.a.._....._._-..__.._,.__.........
<br />UR varue
<br />Fastener Infornla$iori
<br />4
<br />E�IFwAYO
<br />i3101bs(S 3
<br />Max Hariaoma4 Load _ .__. k9 ....... ._
<br />UNI
<br />BRACE ATTACHPI£S.yt a s
<br />Force Fa4torl0p)
<br />Diameter N/A.�-...
<br />_..
<br />Length N/A._,_.
<br />T%1LCq
<br />3.' F1946;
<br />TYPO
<br />Fastener Information
<br />F-W-0,lentallan NFPA. Type
<br />w ..... .... .
<br />=FIG.4L ..
<br />'.
<br />Maximum Lead 35011ns #159 k) ry ry
<br />KP fOR.
<br />"AY.IWAC100 _
<br />Diameter 1/2in.__._.....__.._.__.......___.m._..
<br />TOL f3G, 1001.
<br />Length
<br />..... ..,�.,:.r
<br />Th Wqh-Bolt
<br />rr^ Sch,10 Steel Pipe (101.8 rem)
<br />Length NIA _
<br />80It (24.4 m) 175 �s (a1?i k&3
<br />Brace Identification on Plans BR -4
<br />Orientation of Brace Len bdir$i
<br />P®rtae &rr0 added for Fatlhga and Sprinklers
<br />Braced Pipe'. 3' athAO Sted Pipe Load Information
<br />Its (32.21 kg)
<br />Size and Type of Pipe
<br />Total Length Total Cakulated Load
<br />3" 5th t4 55 1 FSpa (76 2 mm)
<br />505 (15,2 mJ 12M Ins; (91 kg)
<br />I.6" SchAO Steel Pipe MA mm)
<br />'Y5tt (22,5 m) 136 IDs (02 kg)
<br />Parnertfaga added far Fittings and SMriltiexe
<br />16% 30 ft {33.61 l(q)
<br />Total Adjusted Load of all pipe within Zone of Influence 230 ft (104 kg)
<br />RaF&eca tyerk!oala
<br />Tial -Brace Seismic Calculations
<br />ProjectAddress: ESementa S[honl C> feteria
<br />Cern-Cal Fire systeav, Inc
<br />Bag
<br />5,m. Box U84 B -Li
<br />750 Ease Yosemitg_Avenue
<br />Blip
<br />. ca 95241 Ey
<br />209«33.4-9119 `-' r ,e �
<br />Manteca. CA 95335
<br />488547 C"16
<br />job M1I5112 aakareaaoaa baser an 2013 NEPA PamPhlareta
<br />Brace Information
<br />Tolco Brace Components
<br />Maximum spacing 84` ®" {25.38 n1 _ _.:___.
<br />Toico Component Fig. Humber Adjusted Load
<br />Maximum Brace Length .QW 12~13 m3__...__..____W._.
<br />Fig_4L Clamp 14251tis (646 k4)
<br />Bracing Mstvtia€ � e .40.:._...._ ..............._._._,..,..
<br />Fig,W Urdversg! Svrre€ 1425 Ins, (646 kg)
<br />�f5' kiln.
<br />Angie ftnm vafika€ .. ,.,,.:;....,...-__r...,......_...,,_..--,
<br />'CatnMtlon Based or 00NCENTRi6 Loading
<br />-PEaas NOW Tht:sa takulari"aha We Taboo MAPM,61110 0,iiN. Ura of any
<br />Least Rad. of e,`yra0an 4,42m HA2 mrn}_.._,...,,_..„._.............
<br />new components voids these cegalatioris arA uta &sang of ftaaaemary.
<br />Assembly Detail
<br />kilt value
<br />Max "miizantal two
<br />",
<br />TC7l
<br />Force Fuer (Cp)
<br />Length of Fastener
<br />Fastener Infornla$iori
<br />Ti3LCi3.m
<br />sI .
<br />Fastener orientation NFP TYPe a
<br />'
<br />M1Rex#rrttma Lead 1425
<br />r
<br />Diameter N/A.�-...
<br />_..
<br />Length N/A._,_.
<br />T%1LCq
<br />3.' F1946;
<br />TYPO
<br />Fastener Information
<br />Faatertar t7rfantatfan NFPA.�,Ty�.E.._..Ww.�.
<br />.,...
<br />Brace Identification on Plans BR -7
<br />Orismatian of Brace Lon2itdiruil
<br />PaPMaimum. ✓•^ -
<br />SWAY BRCXRkG
<br />-
<br />Braemd P4pa:4" Scft.10 61aa1 Pip. Load Information
<br />TOL f3G, 1001.
<br />We and Type of Pipe
<br />..... ..,�.,:.r
<br />Total Length Total Celeulaied Load
<br />rr^ Sch,10 Steel Pipe (101.8 rem)
<br />Length NIA _
<br />80It (24.4 m) 175 �s (a1?i k&3
<br />Brace Idelttiffcation tats Plans ER -2
<br />Clrientatton of Brace t4LAssdirsal
<br />P®rtae &rr0 added for Fatlhga and Sprinklers
<br />16% Ill
<br />Its (32.21 kg)
<br />Total Adjusted load of Wt pipe within Zone of Influence
<br />54613 (248 kn)
<br />frac-Bre« vesinart es
<br />Tol-Brace Seismic Calculations
<br />Lincoln Elementary Schaal Cafeteria
<br />Job# 15112
<br />750 East Yosemite Avenue
<br />15%
<br />Brace Identification
<br />BR -1
<br />Brace Type (Per NFPA#13)
<br />NFPA Type E
<br />Owed Npe
<br />23" Sch.10 Steel Pipe
<br />Spacing of Brad
<br />30'0' (9-14 m)
<br />Orientation of Brace
<br />Lateral
<br />grating Material
<br />1" Sch.40
<br />Maximum Brace Length
<br />7' Cr (2.13 m)
<br />Slenderness Ratio used (of Load Calculation
<br />200
<br />True Angle of Brace for Calculation
<br />45'
<br />Type of Fastener
<br />5/Sin. x 3-1T2irs. Through -Bolt
<br />Length of Fastener
<br />3 -Win.
<br />.. .raufMmary.Of Pipe ttr€th#n2one of €EefluBnCe
<br />G -Factor Used 0.504
<br />Rab x 15112
<br />Allowance for Heads and Fittings
<br />15%
<br />Corxlusfons
<br />SR -4
<br />Total Ad:krsted Load of Pipe in Zone of Influence
<br />395 Ibs (179 k9)
<br />Material Capacity
<br />1310 lbs (594 kg)
<br />Fastener Capacity
<br />400 lbs (1$i kg)
<br />Fig. 1001 Clamp
<br />1425 lbs (646 kg)
<br />Fig.980 Universal SWlvel
<br />1425 lbs (646 kg)
<br />Structural Member
<br />5/8^ Stee€ So€r to T31 Wood Member
<br />Calculations prepared by Chad Quarles
<br />203
<br />• The d-dlainn of the Sn,xauW Member isfac intarmztivnar trvnpaszs m:y.
<br />Tot -Brach ro?twan? 0%Wi les it* bloc aasft ora,, -7ekr. sfvmwt
<br />it k aN.ached n,.
<br />CffikWarad rtcth Tal.&era S
<br />NIt uxet,xxy-;�,tQAa
<br />Length of Fastener
<br />Tol-Brace Seismic Calculations
<br />Lincoln Elementary School Cafeteria
<br />Rab x 15112
<br />756 East Yosemite Avenue
<br />15%
<br />Brace ldpntification
<br />SR -4
<br />Brace Type (Per NFPA#13)
<br />NFPA Type E
<br />Braced Pipe
<br />3" S6.10 Steel Pipe
<br />Spacing of grace
<br />SO' 0" (15,24 m)
<br />orientatior. of Brace
<br />Long€tudtnat
<br />Bracing Materiel
<br />1" SchAo
<br />Maximum Brace Length
<br />7' 0" (2.23 m)
<br />Slenderness Ratio used tot Load Ca€cu€align
<br />203
<br />True Angie of grace for Calculation
<br />45'
<br />Type of Fastener
<br />112in, X 3.1/2in. Through -dart
<br />Length of Fastener
<br />3 -win.
<br />Summary of Pipe wAin Zane of Influence
<br />G -Factor Used 4.504
<br />lob a 15112
<br />Allowance for Heads and Fittings
<br />15%
<br />Conclusions
<br />BR -7
<br />Total Adjusted Load of Pipe in Zone of Influence
<br />23a lbs (104 kg)
<br />Material Capacity
<br />1310 lbs (594 kg)
<br />Fastener Capacity
<br />350 lbs (159 kg)
<br />Fig. 4L Ciamp
<br />1425 lbs (646 kg)
<br />Fig.980 Universal Swivel
<br />1425 lbs ((A6 kg)
<br />Structurat Member
<br />1/2" Steel Soft to TA Wood Member
<br />Calcu€atians prepared by Chad Quarles
<br />200
<br />"The iiexripcbn of duo Sts a of Mariner i! W?,4_ttana1 part osis rorty.
<br />Taf-atzaesahvma.A.W.the%HACC asaemh'-y Only, not Ifit suriv m' it Matra:hid Ya.
<br />Caict�,kedwtth xatkeat s
<br />Tol-Brace Seismic Calculations
<br />Uncoln Elementary School Cafeteria
<br />lob a 15112
<br />754 East Yosemite Avenue
<br />15%
<br />Brace Identification
<br />BR -7
<br />8, are Type (Per NFPA#13)
<br />NFPA Type B
<br />Braced Pipe
<br />4" Sc -h.14 Steel Pipe
<br />Spacing of Brace
<br />80'T (2438 m)
<br />orientation of Brace
<br />Longitudinal
<br />Bracing Material
<br />I'Sch.40
<br />Maximum Brace Length
<br />r w (2.13 m)
<br />Sfendamess Ratio used for load Calculation
<br />200
<br />True Angle of Brace for Calculation
<br />45`
<br />Type of Fastener
<br />Fig.828 Along Beam
<br />Length of Fastener
<br />WA
<br />Summary of Pipe within Zeus of Influence
<br />G^Factor used 0,504
<br />Project Address: Lincnin Eiementar�Schooi Cafeteria
<br />Allowance for Heads and Fittings
<br />15%
<br />conclusions
<br />-
<br />Total Adjusted Load of Pipe in Zone of Influence
<br />546 gas 1248 kg)
<br />Material capacity
<br />1310 lbs 1594 kg)
<br />Fastenec Capacity
<br />1425 lbs (646 kg)
<br />Fig, 4L Clamp
<br />1425 lbs (bk6 kgl
<br />Fig.980 Universal swivel
<br />1425 lbs (646 kg)
<br />Structural Member
<br />Steet T -Beam Construction
<br />Calculations prepared by Chad Qua4es
<br />`Cetgads6on Beeston CCt4GENTRiC Wxd€ng
<br />•Fleam,Note: These rxkttiatsans we for T4ko campmons only, Use of any
<br />-tyre di s ipt:an M tiv shvcta!w atoniw is for inftxnta,i-I purposes aNy.
<br />Tol-Brie Wtw.are m; Watrxthe Maaeswemt!y v4y, nab die svn:rwm
<br />Ir is awdr ,4 to
<br />rAlOdspd,fa� F�-afaGCa
<br />uFtvaiva
<br />B -Un
<br />by
<br />a
<br />Tot -Brace Seismic Calculations
<br />Project Address: Lincnin Eiementar�Schooi Cafeteria
<br />Cxn•IU4ire Systems, Hat.
<br />PSON .O. sex 1281 arUne
<br />151`%
<br />i:,adf, Ca 95'241 �M►
<br />750 East Yosemite Avenue
<br />209.334.9114 bV
<br />Manteca CA 95336..., ."., .».-_.._.
<br />488547c -t6 ,. .
<br />- Job ♦15172 CaWcWonabamd on 2013 WrPA Pampblat 913
<br />Brace Information
<br />Tolcti Brace Components
<br />Maximum Spacing 34' o" (9,14m)
<br />Tatco Component Fig. number Adjusted Load
<br />Maximum Brace Length 7' 2.13 m M
<br />Fig, 4L Clamp 1425 lbs (646 kg)
<br />among Material 1" Sch.40
<br />F#g.980 Universal $wivel 1425 lbs (646 kg)
<br />Attgla loam Vori€Caf 45', Min,
<br />•. - __... _.....
<br />`Cetgads6on Beeston CCt4GENTRiC Wxd€ng
<br />•Fleam,Note: These rxkttiatsans we for T4ko campmons only, Use of any
<br />Least Rad, Of Gyration 5.42",(il mm).
<br />ether wmptrtamis role's thaw ealeulatkma and tie, Nsfkfg d tea asse!nb'y.
<br />Assembly detail
<br />_ _,.....,._........_,..._..._..._
<br />uFtvaiva
<br />""e'6L£ '1=fy.<828,
<br />Maur Horizontal Load ......... _._.... __... _._
<br />TO !CfY F1C,980
<br />RjBt1'(TeRSiAL SWq
<br />5.564
<br />force FacfartCp) _ ...,__.-_..______
<br />BRaCB ATTACfifMEn3T
<br />rwresFaaotot(Cp} 4.564
<br />-
<br />Q $
<br />��_. _�__...
<br />.
<br />Fastener Information
<br />Faatertar t7rfantatfan NFPA.�,Ty�.E.._..Ww.�.
<br />.,...
<br />1'Cri 4Ct F'fG. ,i
<br />Load
<br />Diamreter,
<br />PaPMaimum. ✓•^ -
<br />SWAY BRCXRkG
<br />-
<br />Type Frg828AemssBenm _........._._........_
<br />TOL f3G, 1001.
<br />Length3-1/2i11�__...,..,.„._..�.._._._.
<br />..... ..,�.,:.r
<br />TYPO Throutlt Boli N __
<br />Orientation of Brace Lateral
<br />Length NIA _
<br />Braced Pipe: 3" Sth.10 steel Pipe Load Information
<br />Brace Idelttiffcation tats Plans ER -2
<br />Clrientatton of Brace t4LAssdirsal
<br />Total Length Til Calculated Load
<br />gtatatf Pipr:2.5"sch-18 Steel Pipe Load Information
<br />20N (6.1 m) 180 Sas 136 km
<br />Size and Type of Pipe
<br />Total length Total Calculated Load
<br />2.5' Sct.tO Blasi Pipe (63,5 mmj
<br />30fl (9.1 m) &91bs (40 !ql)
<br />I.6" SchAO Steel Pipe MA mm)
<br />'Y5tt (22,5 m) 136 IDs (02 kg)
<br />Percentage added for Fittings aittt Spurriders
<br />t5% 13ass(5.9kg)
<br />Total Adjusted load of all pipe within Zone of Influence 102 ft (46 kg)
<br />rral•�P6a tiwtras[$a
<br />Tot -Brace Seismic Calculations
<br />Project Address:Lincoln Efemenia } Seh�ol Caiztarla_
<br />CnJ-tial f:fre SyStantur, int,
<br />o 1284 -Li
<br />151`%
<br />Lod?. Ca 95241 gne
<br />756 East Yosemite Avenue
<br />_ ..__ .� _ _.._.._ .__..............,_..
<br />209.334-9119 bi4��y i -�
<br />Manteca; CA 95346
<br />486547 C-16 ..
<br />fob it 15112 CaR.celetkanaBadart2*13WPAPamphWt913
<br />Brace Information
<br />Tolco Brace Components
<br />Maximum Simi"
<br />Tole* Component Fig. Number Adjusted Lead
<br />Maximum Brew Length
<br />Fig, 14Ei1 Clamp 1425 iiia (646 kg)
<br />Bracing Material 1. 51$.40
<br />Ftg.981) universal sv" 1425 Its {645 kg)
<br />Angle tram vertical
<br />'Cak.Waturs Beaed ran CONCENTRIC Loafing -
<br />'PIOM FWte_Rasecakala!kms are for TOLM acinpanwLa only Use of an
<br />Least Red, of Gyration O..,Wk3,"I11mm)
<br />oirs®r wmponaeds voids t#!aaa ca!ev!aalonx xad fha lsilng of the asaeentAy.
<br />Assembly Detail
<br />_..__._W:...._.....___
<br />Uxlralue
<br />""e'6L£ '1=fy.<828,
<br />Max Horizontal Load
<br />Tt1Li F) F1Li. 9
<br />Ui4.I42g)(,SAt; SUidAY f3_9At'E
<br />5.564
<br />force FacfartCp) _ ...,__.-_..______
<br />T£1:i2A"�';9$5 rix
<br />Fastener Information
<br />-
<br />Q $
<br />Fasters4r ®rientatfan NFPA Type,D,_, ,
<br />.
<br />Maximum Load 1425 lbs X64& kc)m
<br />Faster ar Odentlihm
<br />Diameter N!A_._______,_......._...._....,___...
<br />- TOLCO rig 5.909-
<br />La^g3h NIA
<br />�.---�
<br />..:.
<br />Type Frg828AemssBenm _........._._........_
<br />TOL f3G, 1001.
<br />EangHr 3-112in..,...__...._._.__ . __.
<br />Aai' iAAd�-
<br />Brace Identification on Plans BR -5
<br />Orientation of Brace Lateral
<br />Length NIA _
<br />Braced Pipe: 3" Sth.10 steel Pipe Load Information
<br />Brace Identiflcation on Plans SR -3
<br />Size and Type of Pipe
<br />Total Length Til Calculated Load
<br />3- Seh.10 Steel Pape (76.2 sem)
<br />20N (6.1 m) 180 Sas 136 km
<br />t.5' Sch.40 Sf6e! Pipe (38.1 mon)
<br />lot (21.3 m) 121 lbs (5$ kq)
<br />f" Sch.40 Stem€ Pipe (25,1 mm)
<br />5331# {15.2 m) 5'2 Nis (24 kg)
<br />I.6" SchAO Steel Pipe MA mm)
<br />'Y5tt (22,5 m) 136 IDs (02 kg)
<br />Percentage awed for F and Sprinkiers
<br />16% 39 ft (17.69 km
<br />Total Adjusted load of all pipe within Zone of Influence 2sa ext {135 kg)
<br />ttd•tnaaYarams 6a
<br />T ]i ROOF TRUSS
<br />2% TO 3" MAIN PIPING
<br />PIPE PERPENDICULAR TO JOIST
<br />Tol-Brace Seismic Calculations
<br />Lincoln Vementaty School Cafeter€a
<br />Jala # 15112
<br />750 East Yosemite Avenue
<br />151`%
<br />Brace Identification
<br />BR -2
<br />Brace Type (Per NFPA#13)
<br />NFPA Type E
<br />Braced Pipe
<br />2.5" Sds.10 Steel Pipe
<br />Spacing of Brace
<br />3,1'0'(9.14 m)
<br />Orientation of Brace
<br />Longitudinal
<br />$racing Material
<br />1" SchAo
<br />Maximums Brace Length
<br />70"(213 m)
<br />Slenderness Ratio used for Load Calculation
<br />200
<br />True Angle of Brace for Calculation
<br />45"
<br />Type of Fastener
<br />1/Art X 3 -Win. Through -Bolt
<br />Length of Fastener
<br />3-1r21n.
<br />Summary of Pipe within Zone of Influence
<br />G -Factor Used 0.564
<br />lost # 15112
<br />Allowariee for Heads and Fittings
<br />151`%
<br />t,eT51"f6rSt9n3
<br />8R -S
<br />Total Adjusted toad of Pilar in Zone of fn8uence
<br />102 lbs (46 kg)
<br />Material Capacity
<br />1316 ibs (S94 kg)
<br />Fastener Capacity
<br />350 Ibs (159 kg)
<br />Fig. 4L Clamp
<br />1425 IN (646 kg)
<br />F4980 Universal swivel
<br />1425 lbs (646 k9)
<br />Structural Member
<br />3.IZ' Steel Bolt to T)l Woad Member
<br />Calculations prepared by Chad Quarles
<br />200
<br />"The deseriPunn Mahe SnucwraF tdtrnher ix farirdnrmaaaraF p�:rpares
<br />or,Iy.
<br />rtl.'-arp�sa22pyl>? rektdHt, it-hr&r: RM tqy n*. phymaxfrumr eisatr>t *o [a.
<br />ral¢datedaiia Yo!aracpa
<br />�hrtt usarwww.:Nwrz�m
<br />'
<br />Tol-Brace Seismic Calculations
<br />Lincoln E(ementary School Cafeteria
<br />lost # 15112
<br />750 East Yosemite Avenue
<br />15%
<br />Brace Identification.
<br />8R -S
<br />Brace Type (Per NFPA#13)
<br />NFPA Type B
<br />Braced Pips
<br />3" Sch,15 Steel Pipe
<br />Sparlog of Brace
<br />20'0* (6.1 m)
<br />Orientation of Brace
<br />Lateral
<br />Bracing Material
<br />1" Sch.40
<br />Maximum Brace Length
<br />T 0" (2.13 m)
<br />Slenderness Ratio used for Load Caicufation
<br />200
<br />True Angle of Brace for Calculation
<br />45"
<br />Type of Fastener
<br />Fig.828 Across Beam
<br />Length of Fastener
<br />NIA
<br />Sulmmiry of Pipe within Zone Of Influence
<br />G -Factor Used 0504
<br />Project Address: tincoht Eleme choly School Cafeteria
<br />Allowance for Heads and Fitfires
<br />15%
<br />Conclusions
<br />750 East Yoserriite Avenue
<br />^_^.^'...»'^.».....»
<br />Total Adjusted Load of Pipe in Zone of Influence
<br />298 lbs (135 kg)
<br />Material Capacity
<br />1310 Ibs (594 kg)
<br />Fastener Capacity
<br />1425 Ibs (646 kg)
<br />Fig. 1061 Clamp
<br />1425 lbs (646 kg)
<br />Fig.980 Universal Swivel
<br />1425 lbs M6 kg)
<br />Structumi Member
<br />Steel I -Beam Construction
<br />Calculations prepared by Chad Quarles
<br />`GalWationBasedonCLINCENTRICLooding
<br />•Please Note: These circulations are far Taco componems; ordy. us9 of any
<br />• tie desrrplina Otte Srrucarrar Member is Far 4e4anrus<'onnl prrpnu+s an1y,
<br />T.x-arar.. &twzre cekaal.F rhe braes asxema!y curb rmt dbe.1 anvre it is a.Whed W.
<br />eaic,:amawxnrd -e
<br />vaa:,wxwawaa4m.cuxn
<br />_---__
<br />T41 ROOF TRUSS
<br />21ea TO 3` MAIN PIPING
<br />BR -1 FOR 2-112" PIPE \
<br />BIS -3 FOR 3" PIPE 7
<br />(LATEFtAABR cE) PIPE PARALLEL TO JOIST
<br />ALLOWABLE HORIZONTAL SEISMIC FORCES (ft)
<br />ANGLE To L/ERTICAL (a)
<br />1. 1117 NET x 5` x 17FILLER BLOCK EACH SIDE OFF TA 'NEB �5'
<br />Z NO. B x 3a LONG (MINIMUM] DRYWALL SCREW (6 EACH SIDE)
<br />3. WASHER
<br />4. 701.00' FIG 980 SWIVEL: SWAY BRACE FITTING 600 640
<br />5_ i4" x 4" STEEL THRU BOLT, AT CENTER OF BEAM (1) 00 IF CONNECTION IS CENTERED ON THE 4 x.
<br />6.1' x T"O' MAX. SC. 40 PIPE' THE LOADS IN THE TABLE ARE BASED ON THE CONTROLLING
<br />7. TOLCO FIG, #1000 PIPE CLAMP CONNECTIONS TO THE JOIST.
<br />' TETE CAPACITY OF THE BRACE FASTENER TO THE WOOD BLOCK MAY
<br />LIMIT THE CAPACITY OF THE DETAIL (SEE NFPA 13).
<br />' THE FORCES INCLUDE A 1.33 DURATION FACTOR AI)JUSTMENT,
<br />2 -WAY SWAY BRACING (LATERA%
<br />(TA MEMBER) NOT TO SCALE
<br />rye
<br />by F.,T$n
<br />mom
<br />Rol -Brace Seismic Calculations
<br />Project Address: tincoht Eleme choly School Cafeteria
<br />Cat -Cal Fire Systeans. Inc. ar
<br />PA. gas 1u4 "
<br />7513 East Yosemite Avenue
<br />w i!
<br />> CA95Z4x
<br />750 East Yoserriite Avenue
<br />^_^.^'...»'^.».....»
<br />t�"
<br />209-334€-9119 by �'.5(o .
<br />- Manteca_. CA 95335
<br />466547 C-16 _
<br />Job #15112. Cakttlaaans baud ort 2613 NFPA Psmplsist#13
<br />Brace Information
<br />Tolco Brace Components
<br />Maximum Spacing?a t1" -f& 1 m . _.._
<br />Tolco Component Fig, Number Adjusted Load
<br />7 0" 13 rn
<br />Fog, 1001 Cla:np 1425 lbs (646 kg;
<br />Bracing Material 1" Sch.40
<br />Fig.980 Universal Swivef 1425 lbs (646 kg)
<br />Angla'from Vert€caa!_
<br />`GalWationBasedonCLINCENTRICLooding
<br />•Please Note: These circulations are far Taco componems; ordy. us9 of any
<br />laaatRad, atGyraaamx.52_ (11 !Tt_rr�)
<br />other mmpnpmtx voids ataae caocuiatiarta and this fisting of ate assembly
<br />Assembly Detail
<br />_---__
<br />URValue
<br />3-1/21n,
<br />1310 lbs (554 _hIL
<br />Max Horizontal load ,9:_
<br />Tt1Li F) F1Li. 9
<br />Ui4.I42g)(,SAt; SUidAY f3_9At'E
<br />5.564
<br />force FacfartCp) _ ...,__.-_..______
<br />A7 AC.i3AtEfrT' -
<br />Farce Facw (Cp) 6.5(19 ............. ...
<br />-
<br />Q $
<br />Fastener Information
<br />sreL PIPE
<br />Fastener Information
<br />Faster ar Odentlihm
<br />Maximum Load
<br />Diameter
<br />�.---�
<br />..:.
<br />__. .... _..
<br />TOL f3G, 1001.
<br />EangHr 3-112in..,...__...._._.__ . __.
<br />Aai' iAAd�-
<br />tYPe Through -Bolt......
<br />_... _.- _._..m...-_...__
<br />Length NIA _
<br />F}g ttiia:
<br />Brace Identiflcation on Plans SR -3
<br />Orientation of Brace Lateral
<br />Braced Pipe: I' Sch.10Steel Pipe Load Information
<br />Brace itdentification on Plans BR -6
<br />Size and Type of Pipe
<br />Total Length Total Csleutated Load
<br />3 Sdr.10 Steell Pipe (762 mm)
<br />26R (a,i m) 80 lbs (36 kg)
<br />I.6" SchAO Steel Pipe MA mm)
<br />'Y5tt (22,5 m) 136 IDs (02 kg)
<br />1" Sch.40 Stec) (25A tum)
<br />1 00f 130.5 m) 103 flys (47 k6)
<br />4" Sch,14 Steel Pipe (101 A mat}
<br />Percentage added for Fittings and Sprinklers16°.6
<br />48 ft (21.17 kg)
<br />Total Adjustati Load of all pipe within Zoite of Influence 366 lis6 (167 kg)
<br />r1H^araca Vat�ae>n
<br />Tol-Brace Seismic Calculations
<br />Project Address:Li�fn Etemen_. _tat�_Scflaeot Cafeteria
<br />t Bo Fire Systserts, Eric.
<br />P.o. .tl. &sur 1284
<br />7513 East Yosemite Avenue
<br />Led!, Ca 95241 €,.
<br />by
<br />..__._.__._.
<br />209.3349119 m i
<br />Manteca, CA 95336. _.... _
<br />48$547 C-16
<br />Job #15111 Cetouladmtr ba"d oa 201E NFPA P unphl d #13
<br />Braces Information
<br />Tolco Brace Components
<br />Maximum Spacing
<br />GiCCA Component FIg. Number Adjusted Load
<br />Maximum grace Length ✓ U�(2.Li mp .-.._......-_........w.._____._
<br />Fig. 1001 Clamp 1425 lbs (646 kil)
<br />Bracing Material 1" Sch.40 ._
<br />Fig.980 Lfnivarsa€ Swive! 1425 Bus 1641 ko)
<br />.
<br />Angle cram v6rkltal 4$' Min:.__..N...._._._.____.._..._....._.
<br />._....__....
<br />""MIation Based on Ci3NCEfs'TRIC i o�tr g
<br />•Pfaaea Note:There eafutlattmsareforYobco oampwaedB eNy.Use easy
<br />1.easEtiatLaaOyraflan �.42'_(i.Imr!t!_....._....__.._...._._._.__._
<br />otter con>partants voids these calaJafiaaea and file Bering at tiff assembly.
<br />Assembly Detail
<br />_
<br />LM value
<br />3-1/21n,
<br />Max Horizontal Load 1310 lbs 594
<br />5.564
<br />force FacfartCp) _ ...,__.-_..______
<br />reL,wo _
<br />Fastener Information
<br />10W
<br />Fastener Orientation NFPA lype 8..
<br />.... ......
<br />�.---�
<br />..:.
<br />Maximum Load 1415 Ibs_M6 kgL _.-........._.-,^-____„
<br />Diameter NIA
<br />Length NIA _
<br />F}g ttiia:
<br />Type Fac 828 A€ons Beam _- _
<br />Brace itdentification on Plans BR -6
<br />Orientation of Brace Lateral
<br />graced P)pe:,r Sch.st! stow Pipe Load Information
<br />Site and Type of Pipe
<br />Total Length
<br />Total Calculated LOW
<br />4" Sch,14 Steel Pipe (101 A mat}
<br />351t (14.7 m)
<br />12D,3"(94 sag)
<br />1.5" Sdh.40 Steel pipe (38.1 mm) �
<br />200ff (61 M)
<br />384 #bs (185 kq)
<br />t"SOAO $tee€ Pipe (25-4 trim)
<br />50R (18.2 m)
<br />52 €iia (24 kg)
<br />Percentage added for Filtirtga and Spnnk€ars
<br />16% 94 We (42,64 xg)
<br />Total Adjusted Load of all pipe within Zone of Influence 7171bs (325 kg)
<br />rid-BrateYai4nat 6S
<br />1.
<br />142' NET x 6' x 12' FILLER BLOCK EACH SIDE OF TA WEB
<br />1A
<br />410 OR 412 WOOD BLOCKING THY OTHERS)
<br />2.
<br />NO, 6 x 3' LONG (MINIMUM) DRYWALL SCREW (6 EACH SIDE)
<br />2A.
<br />(8) i4D (3`) COM ADN NAILS
<br />1
<br />WASHER
<br />d,
<br />"TOL= FIG 580 SWIVEL SYVAY BRACE FITTING
<br />5.
<br />Y2- x 4" STEEL THRU BOLT, AT CENTER OF BEAM
<br />6.
<br />1')(T 0" MAX. SC. 40 PIPE
<br />7,
<br />TOLCO FIG, #41. PIPE CLAMP
<br />Slenderness Ratio used for Load Calculation
<br />200
<br />,C-
<br />45° .
<br />TJI ROOF TRUSS
<br />5I81n x 3-1{213. Through-golt
<br />Length of Fastener
<br />3-1/21n,
<br />ET7�- 21r' TO 3' MAIN PIPING „,2 FOR 2-1/2"
<br />BR -4 FOR 3" Win
<br />PIPE PARALLEL TO JOIST PIPE PERPENDICULAR TO JOIST
<br />(LONGITUDINAL BRACE)
<br />4X10 OR 4X12 WITH NOTCHES CUT TO FIT AROUND JOIST FLANGES. GAP BETWEEN
<br />4X AND JOIST TO BE 10 MAXIMUM, ALLOWABLE HORIZONTAL. SEISMIC FORCES (#38)
<br />NAIL THROUGH JOIST WEBS TO ENO OF 4X Wn EIGHT IGO (3") COMMON NAILS, ANGLE TO VERTICAL (a)
<br />EACH SIOE. STAGGER IF t4ECE56AFiY TC1 AiIOIO SPLITTING.
<br />45' 60"
<br />FOR PIPES WHICH PASS THROUGH THE JOISTS, SEE THE MANUFACTURERS
<br />SPECIFICATIONS FOR HOLE LOCATIONS AND SIZES_ 60O 640
<br />'A) FOR LOADS PARALLEL TO THE JOISTS, MAKE ATTACHMENT TO THE HANGER (1) 600 IF CONNECTION IS CE14TERED €3N THE 4X.
<br />BLOCK TO THE UPPER HALF OF THE BLOCK.
<br />'6) GLUE SURFACES YIIT$I APPROVED ELASTOtAErtIC FLOOR ADHESIVE , THE LOADS IN THE TABLE ARE BASED ON THE CONTROLLING
<br />CONNECTION TO THE JOlBT,
<br />FOLLOW MANUFACTURER'S RECOMMENDATIONS, (SLUED SURFACES
<br />' THE CAPACITY OF THE BRACE FASTENER TO THE WOOD BLCJCI( MAY
<br />MUST BE CLEAN AND DUST FREE, LIMIT T'I`LE CAPACITY OF THE DETAIL (SEE NFPA 43).
<br />"C) MAAKE A TTACHIAENT PER NFPA 1 S AT TH5 CENTER OF TETE 400 OR 402 BLOCK. ' THE FORCES INCLUDE A 1.33 DURATION FACTOR ADJUSTMENT.
<br />-WAY SWAY BRACING (L
<br />(TJI MEMBER) MOTTO SCALE
<br />TRUCTURAL STEEL MEI,18ER
<br />Toi-Brace Seismic Calculations
<br />uncoln Elementary School Cafeteria
<br />Job # 15112
<br />7511 East Yosemite Avenue
<br />15%
<br />Brace Identification
<br />BR -3
<br />Brace Type (Per NFPA#13)
<br />NPA Type E
<br />Braced Pipe
<br />3' Stet l6 Steel Pipe
<br />Spacing of Brace
<br />2V 0" (E.1 m)
<br />Orientation of Brace
<br />Lateral
<br />Bracing Material
<br />1" SthAO
<br />Maximum Brace Length
<br />7' €7"
<br />Slenderness Ratio used for Load Calculation
<br />200
<br />True Angle of Brace for Calculation
<br />45° .
<br />Type of Fastener
<br />5I81n x 3-1{213. Through-golt
<br />Length of Fastener
<br />3-1/21n,
<br />Summary of Pipe wiihizf Zone of Influence
<br />G -Factor Used 0-504
<br />Job # 15112
<br />Allowance for Heads and Fittings
<br />15%
<br />Conclusions
<br />BR -6
<br />Total Adjusted Load of Pipe in Zone of Influence
<br />368 lbs (16'1 kg)
<br />Material Capacity
<br />1810 Itis (534 kg)
<br />Fastener Capacity
<br />400 lbs (191 kg)
<br />fig. 1061 Clamp
<br />1425 lbs (646 kg)
<br />Fig -480 universal Swivel
<br />1425 lbs (646 kg)
<br />Structural Member
<br />5/8" Steel Bok to TA Wood Member
<br />Calculations prepared by Chad Quarles
<br />tam
<br />• The dea'riPeon afttw strurtatxl Mambar � far irfaar�afiwwl PrnPaas,
<br />only,
<br />TW -Brats Wfti a>e caruk las tt»: braes aaerrDJy rorty, naeiha;vucivre
<br />iris N-Owd to
<br />cox; ,,aaathYo>`9.ects
<br />VKtl Us at x+nwxattaaan
<br />N/A
<br />Tol-Brace Seismic Calculations
<br />Uncoln Elementary School Cafeteria
<br />Job # 15112
<br />754 East Yosemite Avenue
<br />15%
<br />Brace Identification
<br />BR -6
<br />Bt ace Type (Per NFPA413)
<br />NFPA Type B
<br />Braced Pipe
<br />4' Srh.10 Steel Pipe
<br />Spacing of Brace
<br />35' 0" (10.67 m)
<br />Orientation of Brace
<br />Lateral
<br />Bracing Material
<br />1' SchAO
<br />Maximum grace tength
<br />?&(213 m)
<br />Slenderness Ratio used for toad Calculation
<br />tam
<br />True Angle of Brace for Calculation
<br />45'
<br />Type of Fastener
<br />Fig,828 Along Beam
<br />Length of Fastener
<br />N/A
<br />Summary of Pipe within Zone of hAtience
<br />G -Factor Used 0.504
<br />-
<br />Alfowance for Heads and Fittings
<br />15%
<br />Contusions
<br />SWAY BRACE CLAMP
<br />Total Adjusted Load of Pipe In Zone of Influence
<br />717 Ibs 025 icy))
<br />Material Capacity
<br />1310 lbs (S94 kg)
<br />Fastener Capacity
<br />1425 lbs (646 kg)
<br />Fig, 1001 Clamp
<br />1475 lbs (646 kg)
<br />Fi%980 Universal Swivel
<br />1425 Ibs (646 kg)
<br />Structural Member
<br />Steel I -Beam Coratruction
<br />Calculations prepared by Chad Quarles
<br />•'fee rl s ipt-oftie Servctursl Mamba is 1. IMorrnationA purposes only.
<br />Toi•Bro raftware raicuiates tt.araarasstmbiy assiy, riot the x4utfur< itto wsdr dtw
<br />caxulnodaRh rtlF&nw6
<br />ve;t.e,s at we..iawmm
<br />B -U n
<br />by
<br />STRUCTURAL STEEL MEMBER
<br />11
<br />ITOLC03 FIGA829 'T@LCO'FIG#F2F}
<br />SWAY BRACE SWAY BRACE
<br />i ATTACHMENTTO STEEL ATTACHMENT TO STEEL
<br />1" SCH. 40 PIPE
<br />'TOLCO"FIG.4980
<br />45 LIE11
<br />d5t� a SWAY BRACE FITTING
<br />'TOLCO` FIG- #4I"
<br />SWAY BRACE CLAMP
<br />3' $ 4" MSN PIPING
<br />3`&
<br />C MAIN PIPING
<br />'TOLCO' FIG.# 1001
<br />BRACE CLAMP
<br />f2lSlldAY
<br />(LATERAL BRACE)
<br />(LONGITUDINAL BRACE)
<br />2 -WAY SHAY BRACING
<br />NC)TTO SCALE
<br />CEN -CAL
<br />`IRE SYSTEMS, INC.
<br />CA Lie. Nes. 488547 NV Lie. No, 35006
<br />P.0, BOX 1284
<br />Lade, CA 95241
<br />(209) 334-9119 Fax (2049334-2423
<br />i�.hfail: �prkcen cal e. cpm
<br />FIRE S'PRINitLER DRAWING PREPARED BY AND PROPERTY 013 CEMCAL FIRE SY6T MS FOR USE IN ACCORD
<br />WITH SECTION 6737.4 OF PROFESSIONAL ENGINEERS ACT OF THE STATE OF CALIFORNIA. FIRE SPRINKLER
<br />DRAVVMS GUARANTEED ONLY IF CEN -CAL FIRE SYSTEVIS IS THE INErALLNG CONTRACTOR
<br />Copyright 0 2014 Rainforth Grau Architects. All rights reserved. Reproduction These plans, esther in whole or in part, including any fcmn
<br />of copying andior preparation of derivative works thereeaf, for any reason without prior wfitten peI'rrtissian, is sb icUy prohihlted.
<br />Cfli3titls.���d
<br />IDENTIFICATION STAMP
<br />DIV. OF
<br />THE S('{(CjMAtTE ARCHITECT
<br />i✓ 6+r � i � t 1 i �i.J � cis. b
<br />AC&IfFLS.18 SS
<br />DATE t I n
<br />[SRAM PROJECT NO.
<br />C.M.O.
<br />CHECKED DATE
<br />G.A.F.
<br />SCALE SPIFFY
<br />NOT sCA1E
<br />15112
<br />_16 15
<br />RA �
<br />
|