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08-0101 Seismic Bracing Calcs 032808 001Seismic Bracing Calculation sh I f 4 eet o Proiect: Burnett Commercial Park contraROr: Knight Fire Protection, Inc. Building 'B' Add~~a: 8702 Lathrop Industrial Dr. S .W. Address. 8144 Burnett Road Olympia, Washington 98512 Yelm, Washington Telephone 360-786-8606 Fax: 360-786-8722 ' Brace Information Seismic Brace Attachments f b L th 2' -0" Stmcture attachment fitting or tensiorvonly bracing system eng o race: Make Tolco Model: Flg. 980 Diameter of bate, Listed load rating. 2, 765 Adj uRed load anng per 9.3.5.10.3 ~. , 955 i1 Type of brace. Schedule 40 Sway brace (pipe attachment) (fitting: I Angle of bate. 45'-54` Mane: Toleo Model: Flg. 1001 Leart radius ofgyration:' .42 listed load rating 2, 015 Adjusted load rating per 9.3.5.10.3: I, 425 'li uR valves= 200 Seismic Brace Assembly Detail 1 Maximum horizontal load: 1, 735 (Provide detail on plans) ~. Figure 980 Fastener Information %~i2, ~- Figure 1000 ' Orientation of connecting surface: 'F' '~ ' Fastener. Type. Lag Screw ~ P' sched. 40 Diameter: 3~ n 8 Length (In wood): 3y2' Maximum load. 310 Brace identification no. (to be used on plans) SB- I '~. ® Lateral brace ^ Longrtudlnal bate ' Sprinkler System Load Calculation [F, =_Wo (default is 0.5)] Diameter Type Length (ft) Total (ft) V2 Weight per R 1/2 Tolal Weight 3" Eddy Flow /0'+14.5'+I4' 34'-6" 3.54 m/e 12216 Ib/ft Ib Ib/ft Ib INPr IF Ibift Ib Total WelgF.t 122 Ib RECEIVED o x Lls 140 m * Excludes tension-only bracing syrtem IddR 0 v 2008 C Z:WutoCAD JOBS@008 Jobsl08-019 Burned Roatl Bldg. B\BLDG B seismiccalc.dwg, 2/28/2008 2:00:12 1~~0ryf•t'Ifi~E ~rotec[io MAR ? 8 ~Pne Seismic Bracing Calculation n f 4 2 eer o s I=roiect Burnett Commercial Park cnntaao~ Knight Fire Protection, Inc. Building 'B' Address: 8702 Lathrop Industrial Dr. S.W. Address: 8144 Burnett Road Olympia, Washington 88512 Yelm, Washington Telepnene 360-786-8606 Fa.: 360-786-8722 Brace Information Seismic Brace Attachments th fb 2'-O" L Structm'e attachment raing or tension-only bracing ryrtem: o race. eng Make. TOIGO Model Flg. q8O Diameter of brace: I Listed load a4ng: 2, 765 Adjurted load abng per935,10.3. I,g55 Type of bate Schedule 4O Sway brace (pipe attachment)9Y.ing: Angle otbace 45°-54° Maize, Tolco Model: Fig. q07 Leart adius of gpation:* .42 Listed load rating: 655 Adjurted load ating per 9 35.103. 463 ua valuer 200 Seismic Brace Assembly Detail Maxmum horizontal load. 1, 735 (Provide deta7 on plans) Fastener Information ~ Figure 980 //. Orientation of connecting sm{ace: ' ' F ~ I" Schell. ~ Fartenec Type. Lag Screw ~- Figure 907 Diameter 3~ n B Length (m wood): 3%y° Maximum load. 31O Brace identification no. l b d ~ B-I e use ant) (to on p J ^ Lateal brace ® LongRudinal bate Sprinkler System Load Calculation [F =_Wp (default is 0.5)J Diameter Type Length (R) Total (ft) 1!2 Weight per ft 1/2 Total Weight 3" Eddy Flow 6'+14.5'+14' 34'-6" 3.54 ro/e 12216 Ib/k Ib Ib/ft Ib' ih/R Ib ' Ib/R Ih Total Weight 1Z2 'b gxils 14016 * [xdudes tension-only bating system Z:WUtoCAD JOBS\2008 Jobsl08-019 Burnett Road Bldg. B\BLDG a seismiccalc-dwg, 2/28!2008 2:00:17 PM, Knight Fire Protectio Seismic Bracing Calculation sh < 3 r 4 ee n P~roiert'. Burnett Commercial Park c nnacmr Knight Fire Protection, Inc. Building '8' Addre•s: 9702 Lathrop Industrial Dr. S.W. Address 9144 Burnett Road Olympia, Washington 98512 Yelm, Washington Telephon=: 360-786-8606 5x 360-786-8722 Brace Information Seismic Brace Attachments 2' ~~ th (b L Stivrtwe attachment 9tting ortension-only bracing system. o a<e: eng Make TOIGO F7odel: Flg. 980 Diameter of brace: I ° Llrted load rating:2, 765 Adjused load rating per 9.35.10.3: 1, 955 Type or brace: Schedule 40 swa~biare (pipe attaa,ment)raing. Angle of brace: 45°-54° Make. Toleo Moder. Fig. 1001 Least iadlus of gyration:" .42 Lls*.ed load ating. 2, 015 Adjusted load ating per 93.5.10.3: 1, 425 ua value* 200 Seismic Brace Assembly Detail Maximum hoizontal load: 1,735 (provide detail on plans) ~ Figure qB0 Fastener Information ~,,'; -~- Figure 1000 F Orientation oRonneaing sudace~. Fastener T;,pe Lag Screw f- I" Sch=d 4a Diameter: 3~ " B ~engtn ~n woad): 3y2" Maxmum load: 310 6ace identification -~o. t b d l SB-2 ans) ( o e use on p ® l aterel brace ^ Longitudinal brace Sprinkler System Load Calculation [F =_WN (default is 0.5)] Diameter Type Length (R) Total (ft) 1/2 Weight per R 1/2 Total Weight 2" Eddy Flow 8'+16' 24' 1.86 Ib/a 45 m I%4" Schad. 40 44'+44'+44' 132' 1.46 Ibm Ig316 Ib/k Ib I6/R Ib b/R f Total Weight 2~Ja Ib F x LIS 274 Ib " Exclude tensionbnly bradngsys[em Z:WutoCAD JOBS\2008 Jobs\08-019 Burnett Road Bldg. B\BLDG B seismiccalc.tlwg, 2/28/2008 7.0021 PM, Knight Fire Protectio Seismic Bracing Calculation sh f 4 4 eet o Project: Burnett Commercial Park contractor: Knight Fire Protection, Inc. Building 'B' address: 8702 Lathrop Industrial Dr. S.W. Address. 8144 Burnett Road Olympia, Washington 98512 Yelm, Washington Telephone 360-786-8606 Fax: 360-786-8722 Brace Information Seismic Brace Attachments StNaure attachment fitting or tensioo-only bating system- 21_ou Length of brace: Make: TOICo Model. Flg, q80 Diameter of brace 1" - - Listed load raring. 2, 765 Adjurted load raring per 9.35.103. 1, 955 Type of bate. SehedUle 40 Sway bate (pipe attachment)fitting: Angle of bate: 45~-54` Make: Toleo Model: Flg. 907 Leart adlus ofgyratlon* ,42 Listed load rating 655 Adjurted load rating per 9.35.103: 463 uRvalae* 200 Seismic Brace Assembly Detail Maximum horizontal load: I, 735 (Provide detail on plans) Fastener Information ~f- Figure 980 ~ ~ ' F' Orientation of connecting surface: . ~- I' Sched. 40 Fastener: type: Lag Screw ~- Figure ao7 Diameter 3~ II 8 Length (n wood): 3%p" Maximum load. 310 Aace identifcation no. t d l b SB-2 ( e use on p ans) o ^ Lateral brace ® Longitudinal brace Sprinkler System Load Cal culation [F, =_W, (default is 0.5)] Diameter Type Length (R) Total (ft) V2 WeigM perk V2 Total Weight 2" Eddy Flow 8'+16' 24' 1.86 I6/a 4516 I%4" Sched. 40 44'+q4'+44' 132' 1.46 m/n Ig316 Ib/ft Ib Ib/ft Ib Ib/R b Taal Weight 238 Ib oxl.ls 274m Excludes tension-only bracing sysem Z:WutoCAD JOBSt2008 Jobs108-019 Burnett Road Bldg. BIBLDG B seismiccaladwg, 2/28/2008 2:00:25 PM, Knight Fire Protectio Fig. 907 - 4-Way Longitudinal Sway Brace Attachment Size Range - 1" x 1", 1" x 1'/a" and 1'h~' x 1'4~' bracing pipe. Material -Carbon Steel, hardened cone point engaginy screw Function -For bracing pipe against sway and seismic disturbances, Functions as as longitudinal brace connection when attached to a lateral brace pipe. Bracing connection must be positioned as close as physically possible to the Uraced pipe (NO more than 3" away). Must be used only with TOLCO bracing components. When used in conjunction with TOLCO Fig. 1000, this combination bracing restricts piping movement in tension and compression both laterally antl longitudinally. Features -Universal swivel design allows the Fig. 907 to achieve any angle of attachment requiretl. Pipe entl requires no threads -simply slide bracing pipes through tidings and tighten each set screw until lock washer is fully compressed. Application Note -Length of bracing pipe per NFPA 13, Table G-4.5.8 (UR=200J: 1" schedule 40 pipe maximum TO": 11/4" schedule 40 pipe maximum 9'0". Alternative pipe materials are currently under review. Please consult factory Approvals - Untlerwriters Laboratories Listetl in the USA (UL) antl Canatla (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). Finish - Plain Note-Available in Eleciro-Galvanized and HDG finish. Order By -Figure number, bracing pipe sizes antl finish. Important Note -The Fig. 907 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance the UL Listinq~te uiresa_hat the Fig_907 must be usetl only with other TOLCO bracing products NATIONAL AND INTERNATIONAL PATENT APPLICATION IN PROCESS. i 561 U~ v® ": compo~eni of saio or coaom~a osnco npcmvca Sosmi~ narrmrs sv"lam / ii A Toles Fig. 1000-~ ~ -TOlco Fig. 907 Tolca Fig. 960 Tolco Fig. 90] '°° Fig. Tolco Fig. Dimensions • Weights Maz. pesign Apprpz. Pipe Size A 9 Load Lbs' Wt1100 i x 1 d'/. 4'/, 655` 103 , t x i'/, S/„ 4"/„ 655` tOJ 1'/,x 1'L 5/= 855` t09 ' Loaf will a¢vmin Jale up Io T ppa al maemum sparung. -__ _ __.. _. ___ _- I ~Xice/ManulavN~n9 BC'I tY I'.1: 0. Pre 011I9~n Y 1 S'. .•rv'LO JP1p90 C erSn" p10]Pr '66 ~~ Fig. 980 -Universal Swivel Sway Brace Attachment Size Range -One size fits bracing pipe 1" thru 2", TOLCO 12 gauge channel, and all structural steel up to 1I4" thick. Material -Carbon Steel ©c UL co~w,~o~c m sm:a o~ ceioonna osaao nnP~o~ea Seismic Rwimints System Function -Multi-functional anachment to structure or braced h~ pipe fitting. J(, ~ Features-This product's design incorporates aconcentric ~ A~~, attachment opening which is critical to the performance of sUUCtur- al seismic connec4ons. NFPA 13 (1999 Edition) Table 6-4.5.9 ~ O ~ indicates clearly that fastener table load values are based only ~ on concentric loading. Fits multiple sizes of bracing pipe, strut or -\ siructuml steel. Mounts to any surface angle. Break ofl bolt head \ A ~ assures verlflcation of proper Installation_ \ \ 6 \ ~ ~ Application Note -Install per NFPA 13 and/or TOLCO State of j California (OSHPD) Approved Seismic Restraint Manual. y Installation -Place bracing component into jaw tally and tighten bolt until head breaks off. Approvals -Underwriters Laboratories Listed in fhe USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved Uy The State of California Office of Statewide Health Planning and Development (DSHPD). Note -The Fig. 980 Swivel Attachment and the Fig. 1001, Fig. 1000 ,Fig. 2001 or Fig. 4A Pipe Clamp make up a sway brace system of UL Listed attachments and bracing materials which satisfies the require- ments of Underwriters' Laboratories and the National Fire Protection Association (NFPA) Finish -Plain 1 Note -Available in Eiecho-Galvanized finish. Order By -Figure number and finish. Important Note -The Fig. 98= is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure oerrormance the UL Ljs[in re wires that the Fig, 980 must be setl only with other TOLCO br oroducts. NATIONAL AND INTERNATIONAL PATENT APPLICATION IN PROCESS. ).~ ~-I ,., v (~~, ) ~~ ,> ~ e, .,~ t H ` fit .~ ~ ~. I ~*~ Dimensions • Weights 1Aax. Design Approx. ' A B H' LoarJ Lbs. Wt./100 5'L t%. 1]/32 DF6 132 Available wLn now czes m amommoeete up io 0/a' Yastener_ Co~sWtletlory_ ® Olramlam lamm ner Iry L)s ' Iro TJ t 4T ..I]9':59•r. AmgI LYi3n ' c smm•,s r,rcsre -,-' ~i i rom Fig. 1001 -Sway Brace Attachment Size Range-Pipe size to be braced: 4" thru 6" IP&` Pipe s¢e used for bracing: 1" and 1'If Schedule 40 IPS. Material -Carbon Steel Function -For bracing pipe against sway and seismic distur- bance. The pipe a0achment component of a sway brace system: The Flg. 1001 is used in conjunction with a TOLCO'"' 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. Features -'Can be used to brace schedules 7 through 40 IPS. Field adjustable, making critical pre-engineering of bmcing pipe length unnecessary. Unique design requires no threading of bracing pipe. Can be used as a component of a four-way riser brace. Comes assembletl and ready for installation. Eig. 1001 has built-in visual verification of correct Installation. See installa- tion note below. Installation Note -Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads bottom out. A minimum of 1" pipe extension is recommended. Approvals -Underwriters Laboratories Listetl in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by [he State o1 California Office of Statewide Health Planning and Development (OSHPD). Finish - Plain Not¢ -Available in Electro-Galvanized and HDG finish. Ortler By -Indicate pipe size io be bracetl followed by pipe size used for bracing, figure number and finish. Important Note -The Fig. 1001 is precision manufactured to perform its function as e critical component of a complete bracing assembly. To ensu a oeriormance [he UL Lis[i~~res that the Fig_7001 must be used only with other TOLCO bracinq a oducis. NATIONAL AND INTERNATIONAL PATENT APPLICATION IN PROCESS t ",, ~~ -_J ooiartn."~momann r"oma•~TS ec~r ~esre rnr i~~z~n.. soem ~•m.. xwi3rrcxm ,.m..mmo.~am UL sO ~~~n~„a~rare~ar~o~ .ai~~m~,m osuao nnvmvPn ~a.,mm aesramis svs~am Maximum Design Load 2015 Lbs.