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Specifications (30)
\cr- 000113 C ck.\-6-\\L; � COSCO '••"'� Fire Protection Fire Protection and Life Safety Specialists Fire Protection Seismic Bracing Calculations Tigard Self Storage 7600 SW Atlanta Street Tigard, OR 97223 COSCO Fire Protection Inc. Job # 24PCO242 2501 SE Columbia Way, Suite 100 Vancouver,WA 98661 Phone: 360-883-6383 Fax: 360-883-6390 Toll Free: 800-983-6383 TOLBraceTM Seismic Bracing Calculations Contractor: COSCO FIRE PROTECTION Project Address: TIGARD SELF STORAGE Address: 2501 SE COLUMBIA WAY SUI VANCOUVER,WA 98661 FAT•N 7600 SW ATLANTA ST Ftiw9ting 8,tstmssWcitt{wrde Phone: 3608836383 TIGARD, OR License: 67508 Job#PCO242 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7 0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1"Sch.40 Fig.4LA Clamp 1000 lbs(454 kg) 707 lbs(321 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1425 lbs(646 kg) Type of Brace Sch. 10 See Fastener Information 45° Min. *Calculation Based on CONCENTRIC Loading Angle of Brace *Please Note:These calculations are for TOLCOTM components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1310 lbs (594 kg) 9 LINE 10.0rIG 900__ FirUNVf PSIL M'�Y Fastener Information NMLE[i.E .�I Orientation to Connecting Surface NFPA Type B IILINE,OLGO 01G au SN,cc:i"AAC MSfl • Fastener /% Type POWERS POWER-STUD +SD2 OF Diameter 1/2in. V A //-:. Q` Length 3 1/4in. i- -,z:n _f, flO01.A [K.&A Maximum Load 618 lbs(280 kg) s '� Brace Identification on Plans LON Prying Factor 1.156 Brace Type Lateral[ ] Longitudinal[X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) Cp= 0.51 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4"(100 mm) Sch. 10 80 ft(24.4 m) 80 ft(24.4 m) 11.78 lb/ft(17.53 kg/m) 942 lbs(427 kg) Subtotal Weight 942 lbs(427 kg) Wp(incl. 15%) 1083 lbs(491 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 552 lbs(251 kg) 4" Sch.10 80 Maximum Fpw per 9.3.5.5.2(if applicable) N/A (TOLBraceTM Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations TIGARD SELF STORAGE Job#PCO242 7600 SW ATLANTA ST F= 14•N 8 war nq 8JcuwscWainwrda Brace Identification LON Brace Type(Per NFPA#13) NFPA Type B Braced Pipe(ft) 4" Sch.10 Steel Pipe Spacing of Brace 80'0" (24.38 m) Orientation of Brace Longitudinal Bracing Material 1" Sch.40 Maximum Brace Length 7'0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener POWERS POWER-STUD +SD2 1/2in.x 3 1/4in. (3,000 PSI Normal Weigh Length of Fastener 3 1/4in. Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 180 ft(24.4 m) G-Factor Used 0.51 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 553 lbs(251 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 618 lbs (280 kg) Fig.4LA Clamp 707 lbs (321 kg) Fig.980 Universal Swivel 1425 lbs(646 kg) Structural Member CONCRETE STRUCTURE OR METAL DECK W/CONCRETE Calculations prepared by MEGAN NORMAN *The description of the Structural Member is for informational purposes only. TOLBrace'"software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBraceTM 8 Visit us at www.tolco.com DETAIL PER NFPA 13, 2016 FIGURE A9.3.5.12.1(a - c) 1 . c.,ry_F;_Tr ANG ICA -::s rx:H�1-nwr.•1r u; , •s1-•:71i rrri MsIr:A tiAI11-. F1 '1A' '1[Y— ,��' c11F'T�•ICr"Fy'> ,i•f, C+5G 1.400 1.434 I ` ; i ----f- ' -.-----__, - - 1 r------r17' IliACC TOLCO FIG.980 TOLCO FIG.909 P•yi';g Factors per NFPA 13,2016 Serf nn r-3.5.12 when insta'+ed'=,rorsr.•ete s an Ce.f.<s Fig.9801910 A 8 C 0 E F G 1- I P, p p P, P, P, P, P. P 3.275 1.156 1.738 1.461 1.S 0 2.854 3.478 2.459 2.008 Fig.909 A B C 0 E F G 1- I P, P. F. P, P, P, P, P P 2.626 1.01)2 1.230 1,513 1487 2 226 2 460 ' 1.740 1.420 P'ynAFactn•s pE-NF PA 13;2016SAC.ni9...3.. .12 when i-Eta led'n rnnc..rete.metal wit`.1"cente.'nttcet Fig."rf40f&10 A B C D E F G 1- I P, P. P p, P, P, P, P. P. 3.275 1.156 1.738 Fig.909 A B C 0 E F G 1- I P. P P P, P, P, P, P P 2.626 1.002 1.230 P•yirig Fuclo•s oc•NFPA 13,20111 Seclioi 9.3.5.12 w`rc•t`nsWI'cc in wncrcic rricla Puss pith 1.125'(eller uffscl Fin.98019/0 A 8 t D C F G 1- I P, P. P P, P, P, P, P. P. 3.275 1.156 1.73R . . - FiF !-01) A B C D E F 6i 1- I P. p p p, P, P, P, P P - 2.626 • 1.003 1.230 rt'.+hei mtca leen arn•,rrete meta de:<{Tyae4".4112"x.3''1,d'mensin^, B'Willi c ne Pepe inent aonn t le contact area.For 502 air hors 1^4:max offset is 1"sn'B'wou c he 1.23'.Fnr Ba---It ane Wonr.-KnotIse'.It+anr.-nrs.111emax nffset k 1.125"sn"B'wn:i doe 1.I2.;". POWERS POWER-STUD+SD2 WEDGE ANCHORS IN 3,000 PSI NORMAL WEIGHT CONCRETE — 0 ..... — I` } W II H o w E E re � WoII ©i' ' / TOLCO 900 SERIES ATTACHMENT POWERS POWER-STUD —' •SD2 CARBON STEEL WEDGE ANCHOR NFPA BRACE ORIENTATIONS A,B,AND C SHOWN ABOVE(MINUS ANGLES),OTHER ORIENTATIONS SIMILAR Fig.980/Fig.910 ALLOWABLE STRENGTH DESIGN(ASD) NOMINAL "E"MIN. "D" "H"MIN. MAX.ALLOWABLE HORIZONTAL LOAD(LBS.) ANCHOR EFFECTIVE DESIGN BASE DIA. EMBED. EMBED. EDGE MATERIAL NFPA BRACE ORIENTATION I PRYING FACTOR DEPTH DEPTH DISTANCE THICKNESS A B C D E F G H I 3.275 1.156 1.738 1.461 1.85D 2.894 3.478 2.459 2.008 3/8" 2 3/8" 2" 4" 4" 140 296 227 204 217 163 113 159 196 1/2" 3 3/4" 3 1/4" 6" 5 3/4" 292 618 473 427 453 339 236 332 409 5/8" 3 7/8" 3 1/4" 6" 5 3/4" 331 696 534 479 511 386 267 375 462 3/4" 4 1/2" - 3 3/4" 8" 7" 422 929 700 650 669 478 350 493 606 VALUES CALCULATED IN ACCORDANCE WITH NFPA 13-16 ANNEX E7 AND INCLUDE OVER STRENGTH FACTOR D=20 AND AMPUFIED BY 1.2 Fig.909 ALLOWABLE STRENGTH DESIGN(ASD) NOMINAL "E"MIN. "D" "H"MIN. MAX.ALLOWABLE HORIZONTAL LOAD(LBS.) ANCHOR EFFECTIVE DESIGN BASE DIA. EMBED. EMBED. EDGE MATERIAL NFPA BRACE ORIENTATION I PRYING FACTOR DEPTH DEPTH DISTANCE THICKNESS A B C D E F G H I 2.626 1.002 1.230 1.513 1.487 2.226 2.460 1.740 1.420 3/8" 2 3/8" 2" 4" 4" 167 322 285 201 252 211 142 200 247 1/2" 3 3/4" 3 1/4" 6" 5 3/4" 348 672 595 419 526 440 297 417 515 5/8" 3 7/8" 3 1/4" 6" 5 3/4" 394 756 670 471 594 501 335 470 580 3/4' 4 1/2" 3 3/4' 8" 7" 509 1017 892 637 784 621 446 627 _ 773 VALUES CALCULATED IN ACCORDANCE WITH NFPA 13-16 ANNEX E.7 AND INCLUDE OVER STRENGTH FACTOR 0.2.0 AND AMPUFIED BY 1.2 NOTES: 1.)ALLOWABLE LOADS ARE FOR ANCHORS INSTALLED IN STONE AGGREGATE CONCRETE HAVING A MIN.COMPRESSIVE STRENTH OF 3,000 PSI AT THE TIME OF INSTALLATION AND DETERMINED PER ICC ESR-2602 FOR ANCHORS IN CRACKED CONCRETE.ALLOWABLE LOADS HAVE BEEN CALCULATED IN ACCORDANCE WTH ACI 318-14,CHAPTER 17 2.)PER ICC-ESR,PERIODIC SPECIAL INSPECTIONS ARE REQUIRED IN ACCORDANCE WITH SECTION 1706.1.1 AND TABLE 1706.3 OF THE 2016 AND 2012 IBC. THE SPECIAL INSPECTOR MUST MAKE PERIODIC INSPECTIONS DURING THE ANCHOR INSTALLATION TO VERIFY ANCHOR TYPE,ANCHOR DIMENSIONS CONCRETE TYPE,CONCRETE COMPRESSIVE STRENGTH,HOLE DIMENSIONS,HOLE CLEANING PROCEDURE,ANCHOR SPACING,EDGE DISTANCES,CONCRETE MEMBER THICKNESS,ANCHOR EMBEDMENT,TIGHTENING TORQUE AND ADHERENCE TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.CONSULT LOCAL CODES FOR ANY ADDITIONAL SPECIAL INSPECTION REQUIREMENTS. 3.)FOLLOW ALL WEDGE ANCHOR INSTALLATION REQUIREMENTS PER ICC ESR-2502 4.)WHEN INSTALLING ANCHORS IN REINFORCED CONCRETE,AVOID DAMAGING REINFORCING STEEL 6.)WHEN INSTALLING ANCHORS IN PRESTRESSED CONCRETE.LOCATE PRESTRESSING STEEL AND AVOID DAMAGING PRESTRESSING STEEL. 6.)STRUCTURAL ENGINEER OF RECORD SHALL VERIFY ADEQUACY OF THE STRUCTURE FOR THE TABULATED ALLOWABLE LOADS. 7.)TOLCO 900 SERIES ATTACHMENT DIAMETER SHALL BE EQUAL TO THE ANCHOR DIAMETER 8.)IF SUBSTRATE COMMONS DIFFER FROM WHAT IS LISTED IN THE ABOVE TABLES,CONTACT EATON B-LINE ATTOLCOSUPPORTQEATONCOM TOLBraceTM Seismic Bracing Calculations Contractor: COSCO FIRE PROTECTION Project Address: TIGARD SELF STORAGE Address: 2501 SE COLUMBIA WAY SUI VANCOUVER,WA 98661 E_T•N 7600 SW ATLANTA ST wbmu Phone: 3608836383 ?ov BaselessW6ridwrde TIGARD, OR License: 67508 Job#PCO242 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1"Sch.40 Fig. 1001 Clamp 2015 lbs(914 kg) 1425 lbs(646 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1425 lbs(646 kg) Type of Brace Sch. 10 See Fastener Information 45° Min. 'Calculation Based on CONCENTRIC Loading Angle of Brace *Please Note:These calculations are for TOLCOTM components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) Seismic Brace Assembly Detail LIR Value 200 Max Horizontal Load 1310 lbs(594 kg) TOLCO FIG. 980 UNIVERSAL SWAY BRACE ATTACHMENT Fastener Information STEEL PIPE �; Orientation to Connecting Surface NFPA Type B Fastener ,,,,T .., Type e POWERS POWER-STUD+SD2 0 Diameter 1/2in. kQQ� /r '• Length 3 1/4in. TOLCO FIG. 1001 4/r, FAST CLAMP Maximum Load 460 lbs (209 kg) • * Brace Identification on Plans LAT-A Prying Factor 1.156 Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) Cp = 0.51 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4"(100 mm) Sch. 10 40 ft(12.2 m) 40 ft(12.2 m) 11.78 lb/ft(17.53 kg/m) 471 lbs(214 kg) Subtotal Weight 471 lbs(214 kg) Wp(incl. 15%) 542 lbs(246 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 276 lbs(125 kg) 4" Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) 1635 lb(741 kg) {TOLBraceTM Version 81 Use of TOLBraceT"'is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations TIGARD SELF STORAGE Job#PCO242 7600 SW ATLANTA ST F�I►I•N Fowwing ars ttossWrAchwede Brace Identification LAT-A Brace Type(Per NFPA#13) NFPA Type B Braced Pipe(ft) 4" Sch.10 Steel Pipe Spacing of Brace 40' 0" (12.19 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7'0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener POWERS POWER-STUD +SD2 1/2in.x 3 1/4in.(3,000 PSI Light Weight C Length of Fastener 3 1/4in. Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 140 ft(12.2 m) G-Factor Used 0.51 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 276 lbs(125 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 460 lbs (209 kg) Fig. 1001 Clamp 1425 lbs(646 kg) Fig.980 Universal Swivel 1425 lbs(646 kg) Structural Member CONCRETE DECK OR METAL DECK W/CONCRETE Calculations prepared by MEGAN NORMAN *The description of the Structural Member is for informational purposes only. TOLBrace°'software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace"8 Visit us at www.tolco.com DETAIL PER NFPA 13, 2016 FIGURE A9.3.5.12.1(a - c) , ,.....:Ysi:r-ZTC ANC-13n --::.::NI lit-I t-ANC,Imi 2n ..1 1 , fr :,..161 I •to--•-•-in. -.1. 1 I.434 ...1 •.I •1A. -SKA9t, 1161:NI!:in 44 SAW' Fr . '',xA" 'fir— Pl'a kik lei 0,Fv",.. I': .C430 , 1 4 r 1-17 :..1r /. TOLCO FIG.980 TOLCO FIG.909 P-yi sg Factors per NFPA 13,2016 Se rinn i'i.3.S.12 when insta;.ed',1•1 mnr.'etc:s an CEcts Fig. o/910 A 13 C 1) C F G f• I P, P P P, Pr P, Pr P P 3.275 1.156 1.738 1.4.11 1.8,50 2.894 3.478 2.459 2.008 Fie.909 A B C 0 C t G 1- 1 P, P P P, P, P, P, P P 2.626 1.002 1.210 1 511 1 487 2 226 2 460 1741) 1,421) VI rig Factn-s pe..NF PA 13,2016 Sporn n 0.3.5.12 when int ta led•n mricrete meta!c prim wits/"cente..nttspt Fig.SillVrt.10 A B C 0 E F G I- I P, P. P P, P, P, P. P P 3.275 1.156 1.738 Fie 909 A B C D E F G 1- I P, P P P, P, P, P, P P 2.626 1.002 1.230 P•vitiu Fuclo,'s zw' NIFPA 13,2016 Secliul 9.3.5.12 wici mini Icc in Luricrcic mail (Wits 0011.125unler tifiscl Fit.980/910 A B C D £ F G 1- 1 P, P. P P P, P, I). P- P 3.275 1.156 1.738 - - - - - Fig 909 A B C 0 C F G 1- I P. P P. P, P P, A, P F. . 2.626 1.003 1.230 - ''.When intra ler:'n a rnIrrete meta riect iTyne W 4 1/2"x X'1,d'n-Anio•-. B'Willi c ne nepe in ent Boon tie contact area.For SD2 a sr.nors t'.e MAX rxftset is 1''sn'B'won o he 1.23'.Fnr Bang-It arm Wont-.-knot ke..11+anuinrs„IKE rnaK n rise is 1.125"sn'E'on...d ne 1.123" POWERS POWER-STUD+SD2 WEDGE ANCHORS IN 3,000 PSI LIGHT WEIGHT CONCRETE pfr. D 1 I i H 1 mil M 11 E 1g0 0 .., .4.. C�)/' ti TOLCO 900 SERIES ATTACHMENT / / POWERS POWER-STUD -J •SD2 CARBON STEEL WEDGE ANCHOR NFPA BRACE ORIENTATIONS A,B,AND C SHOWN ABOVE(MINUS ANGLES),OTHER ORIENTATIONS SIMILAR Fig.980/Fig.910 ALLOWABLE STRENGTH DESIGN(ASD) NOMINAL E"MIN. "D" "H"MIN. MAX.ALLOWABLE HORIZONTAL LOAD(LBS.) ANCHOR EFFECTIVE DESIGN BASE EMBED. NFPA BRACE ORIENTATION)PRYING FACTOR DIA. EMBED. EDGE MATERIAL DEPTH DEPTH DISTANCE THICKNESS A B C D E F G H I 3.275 1.156 1.738 1.461 1.850 2.894 3.478 2.459 2.008 3/8" 2 3/8" 2" 4" 4" 106 218 169 149 162 127 84 119 146 1/2" 3 3/4" 3 1/4" 6" 5 3/4" 222 460 355 315 340 262 177 250 308 5/8' 3 7/8" 3 1/4" 6" 5 3/4" 225 473 363 326 347 262 181 255 314 3/4" 4 1/2" 3 3/4" 8" 7" 287 644 483 453 461 325 241 340 418 VALUES CALCULATED IN ACCORDANCE WITH NFPA 13-16 ANNEX E7 AND INCLUDE OVER STRENGTH FACTOR 0.2.0 AND AMPU RED BY 1.2 Fig.909 "E"MIN. "D" "H"MIN. ALLOWABLE STRENGTH DESIGN(ASD) ANCHOR NOMINAL EFFECTIVE DESIGN BASE MAX.ALLOWABLE HORIZONTAL LOAD(LBS.) EMBED. NFPA BRACE ORIENTATION I PRYING FACTOR DIA. EMBED. EDGE MATERIAL DEPTH A B C D E F G H I DEPTH DISTANCE THICKNESS 2.626 1.002 1.230 1.513 1.487 2.226 2.460 1.740 1.420 3/8" 2 3/8" 2" 4" 4" 126 236 210 146 187 161 105 147 182 1/2" 3 3/4" 3 1/4" 6" 5 3/4" 264 499 444 310 394 337 221 311 384 5/8" 3 7/8" 3 1/4" 6" 5 3/4" 268 514 455 320 403 341 227 320 394 3/4" 4 1/2" 3 3/4' 8" 7" 350 706 618 443 542 423 309 434 535 VALUES CALCULATED IN ACCORDANCE WITH NFPA 13.16 ANNEX E.7 AND INCLUDE OVER STRENGTH FACTOR D.2.0 AND AMPLIFIED BY 1.2 NOTES: 1.)ALLOWABLE LOADS ARE FOR ANCHORS INSTALLED IN STONE AGGREGATE CONCRETE HAVING A MIN.COMPRESSIVE STRENTH OF 3,000 PSI AT THE TIME OF INSTALLATION AND DETERMINED PER ICC ESR-2602 FOR ANCHORS IN CRACKED CONCRETE.ALLOWABLE LOADS HAVE BEEN CALCULATED IN ACCORDANCE WITH ACI 318-14,CHAPTER 17 2.)PER ICC-ESR,PERIODIC SPECIAL INSPECTIONS ARE REQUIRED IN ACCORDANCE WITH SECTION 1706.1.1 AND TABLE 1706.3 OF THE 2016 AND 2012 IBC. THE SPECIAL INSPECTOR MUST MAKE PERIODIC INSPECTIONS DURING THE ANCHOR INSTALLATION TO VERIFY ANCHOR TYPE,ANCHOR DIMENSIONS CONCRETE TYPE,CONCRETE COMPRESSIVE STRENGTH,HOLE DIMENSIONS,HOLE CLEANING PROCEDURE,ANCHOR SPACING,EDGE DISTANCES,CONCRETE MEMBER THICKNESS,ANCHOR EMBEDMENT,TIGHTENING TORQUE AND ADHERENCE TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.CONSULT LOCAL CODES FOR ANY ADDITIONAL SPECIAL INSPECTION REQUIREMENTS. 3.)FOLLOW ALL WEDGE ANCHOR INSTALLATION REQUIREMENTS PER ICC ESR-2502 4.)WHEN INSTALLING ANCHORS IN REINFORCED CONCRETE,AVOID DAMAGING REINFORCING STEEL 5.)WHEN INSTALLING ANCHORS IN PRESTRESSED CONCRETE.LOCATE PRESTRESSING STEEL AND AVOID DAMAGING PRESTRESSING STEEL. 6.)STRUCTURAL ENGINEER OF RECORD SHALL VERIFY ADEQUACY OF THE STRUCTURE FOR THE TABULATED ALLOWABLE LOADS. 7.)TOLCO 900 SERIES ATTACHMENT DIAMETER SHALL BE EQUAL TO THE ANCHOR DIAMETER 8.)IF SUBSTRATE CONDITIONS DIFFER FROM WHAT IS LISTED IN THE ABOVE TABLES,CONTACT EATON B-LINE AT TOLCOSUPPORTQEATONCOM TOLBraceTM Seismic Bracing Calculations Contractor: COSCO FIRE PROTECTION Project Address: TIGARD SELF STORAGE Address: 2501 SE COLUMBIA WAY SUI VANCOUVER,WA 98661 F_T•N 7600 SW ATLANTA ST Phone: 3608836383 Powering8� mess rrtdunde TIGARD, OR License: 67508 Job#PCO242 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0"(2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1"Sch.40 Fig. 1001 Clamp 2015 lbs(914 kg) 1425 lbs(646 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1425 lbs(646 kg) Type of Brace Sch. 10 See Fastener Information Angle of Brace 45° Min. "Calculation Based on CONCENTRIC Loading 'Please Note:These calculations are for TOLCOTm components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1310 lbs(594 kg) TOLCO FIG. 980~ UNIVERSAL SWAY BRACE ATTACHMENT Fastener Information STEEL PIPE d; Orientation to Connecting Surface NFPA Type B Fastener "`tel ' ef• Type Undercut Anchor o� �♦ o% / �• Diameter 1/2in. �'-��„�<� Length 7in. TOLCO FIG. 1001 Tom. FAST CLAMP Maximum Load 738 lbs (335 kg) • * Brace Identification on Plans LAT-B Prying Factor 1.156 Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw=CpWp) C p= 0.51 Diameter Type I Length Total Length Weight Per Unit Length Total Weight 2.5"(65 mm) Sch. 10 40 ft(12.2 m) 40 ft(12.2 m) 5.89 lb/ft(8.77 kg/m) 236 lbs(107 kg) 1.25"(32 mm) Sch. 10 100 ft(30.5 m) 100 ft(30.5 m) 2.52 lb/ft(3.75 kg/m) 252 lbs(114 kg) 1"(25 mm) Sch. 10 10 ft(3 m) 10 ft(3 m) 1.81 lb/ft(2.69 kg/m) 18 lbs(8 kg) Subtotal Weight 506 lbs(230 kg) Wp(incl. 15%) 582 lbs(264 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 297 lbs(135 kg) 2.5" Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) 641 lb(290 kg) {TOLBraceTM Version 8} Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations TIGARD SELF STORAGE Job#PCO242 7600 SW ATLANTA ST F T•N f wear 8dstitossWcrf walk Brace Identification LAT-B Brace Type(Per NFPA#13) NFPA Type B Braced Pipe(ft) 2.5" Sch.10 Steel Pipe Spacing of Brace 40'0" (12.19 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7'0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener Undercut Anchor 1/2in.x 7in.(3,000 PSI Normal Weight Cracked Concri Length of Fastener 7in. Summary of Pipe within Zone of Influence 2.5"Sch.10 Steel Pipe(63.5 mm) 40 ft(12.2 m) 1.25"Sch.10 Steel Pipe(31.75 mm) 100 ft(30.5 m) 1"Sch.10 Steel Pipe(25.4 mm) 10 ft(3 m) G-Factor Used 0.51 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 297 lbs(135 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 738 lbs (335 kg) Fig. 1001 Clamp 1425 lbs(646 kg) Fig.980 Universal Swivel 1425 lbs(646 kg) Structural Member Concrete Calculations prepared by MEGAN NORMAN *The description of the Structural Member is for informational purposes only. TOLBrace°'software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace°'8 Visit us at www.tolco.com DETAIL PER NFPA 13, 2016 FIGURE A9.3.5.12.1(a - c) r:C3,411,71t ANC;10 R -<X7Firit-I-A4i.-1(,ii ' 26 °I .1 ii ..,110 ;.1131 '' '. ' A. 's1-,:r..%. IINI:711:31(;hi SAW. ... %).4%' 'ID'— (r;KA(1.1 Y I f4,-,ct 1.C4:0 i 1 { r--7-1---tr. .1., • '..2 ] i ,,, "Ic. s. 2 i Ott ,..- TOLCO FIG.980 TOLCO FIG.909 P-yi-ig Factors per NFPA 13,20165El:fon 9.3.5.12 l.9 hp n instapd'1-i nnkr•prf:s an cec<s Fig.9811/610 A B C D t f G 1- I P, P. P Pr fir Pr Pr P P 3.275 1.156 1.73E 1.4,11 1.830 2. 3 3 478 2.459 2.00E Fig.1109 A B C 0 t F 13 1- 1 P. P P Ps P I', P, P P 2.626 1.002 1.230 1511 I47 2 226 2 460 1.740 1.420 PI rig FActnk pe•NFPA 13;2016 Sect ni 6..3.3.12 whei i-«ta left'n mricrpte r•mil rerks wit-.1"cente-nttcF1 Fig.fi811/910 A B C 0 E F G 1- I Pr ' P. P P, P P, P, P ' P , 3.275 .,. 1.156 1.738 Fig909 A B C D E F G 1- , 1 P. P P P, P, P, P, P p 2.626 1.002 1.230 P•v:tie Nap's:,u.:•\SPA 13,20111 Suction 9.3.5.12.../IK:•1 11-*Lai la:it'irutiac lc triclu dm is v..'lb 1.125'r_cller ulkc:1 Fit.980/910 A B C 0 1 F G 1- I Pr Pr P P, P, P, - P, P. P 3.275 1.156 1.738 - - - - Fig !109 A B C D E F G 1- I P. P P P. Pi - P, Pi P P 2.626 1.003 1.230 Mehen intra ler.'n F.rn•-d-retA meta de:-.<iTyro!W 4 1/2"x N'i,d'Plerrn-i 13'%%nu c:ne riffie-ipPnt unnn t le contact area..For 5D2 a-ir nors t-.e max offset k t"sn B'W011 C;he 1.25 .Fnr Ea -It arm Wpm.-Knocke 1 +anr.in rs;thp(mix nikr4 k 1.125"sn'B•r-aj rl 3e 1.125" TOLBraceTM Seismic Bracing Calculations Contractor: COSCO FIRE PROTECTION Project Address: TIGARD SELF STORAGE Address: 2501 SE COLUMBIA WAY SUIT VANCOUVER,WA 98661 E� ■• •N 7600 SW ATLANTA ST Phone: 3608836383 Powvirg 8rs�nessWartdm TIGARD, OR License: 67508 Job#PCO242 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0"(2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1"Sch.40 Fig. 1001 Clamp 2015 lbs(914 kg) 1425 lbs(646 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1425 lbs(646 kg) Type of Brace Sch. 10 See Fastener Information *Calculation Based on CONCENTRIC Loading Angle of Brace 45° Min. *Please Note:These calculations are for TOLCOTM components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1310 lbs(594 kg) TOLCO FIG. 980 UNIVERSAL SWAY BRACE ATTACHMENT Fastener Information STEEL PIPE .j, Orientation to Connecting Surface NFPA Type B .i, Fastener ' ., Type Undercut Anchor t Diameter '• 1/2in. �''Qzi.�' Length lin TOLCO FIG. FASCLAMP Y,• . �� Maximum Load 738 lbs (335 kg) Brace Identification on Plans LAT-C Prying Factor 1.156 Brace Type Lateral[X] Longitudinal[ 1 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) Cp= 0.51 Diameter Type Length Total Length I Weight Per Unit Length I Total Weight 2"(50 mm) Sch. 10 20 ft(6.1 m) 20 ft(6.1 m) 4.22 lb/ft(6.28 kg/m) 84 lbs(38 kg) 1.25"(32 mm) Sch. 10 200 ft(61 m) 200 ft(61 m) 2.52 lb/ft(3.75 kg/m) 504 lbs(229 kg) 1"(25 mm) Sch.40 35 ft(10.7 m) 35 ft(10.7 m) 2.05 lb/ft(3.05 kg/m) 72 lbs(33 kg) Subtotal Weight 660 lbs(299 kg) Wp(incl. 15%) 759 lbs(344 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 387 lbs(176 kg) 2" Sch.10 20 Maximum Fpw per 9.3.5.5.2(if applicable) 390 lb(176 kg) {TOLBraceTM Version 8) Use of TOLBraceT'A is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations TIGARD SELF STORAGE Job#PCO242 7600 SW ATLANTA ST F T•N Powe»v Easiness t*.r dwrde Brace Identification LAT-C Brace Type(Per NFPA#13) NFPA Type B Braced Pipe(ft) 2" Sch.10 Steel Pipe Spacing of Brace 20'0" (6.1 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7'0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener Undercut Anchor 1/2in.x 7in.(3,000 PSI Normal Weight Cracked Concr' Length of Fastener 7in. Summary of Pipe within Zone of Influence 2"Sch.10 Steel Pipe(50.8 mm) 20 ft(6.1 m) 1.25"Sch.10 Steel Pipe(31.75 mm) 200 ft(61 m) 1"Sch.40 Steel Pipe(25.4 mm) 35 ft(10.7 m) G-Factor Used 0.51 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 387 lbs(176 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 738 lbs (335 kg) Fig. 1001 Clamp 1425 lbs(646 kg) Fig.980 Universal Swivel 1425 lbs(646 kg) Structural Member Concrete Deck Calculations prepared by MEGAN NORMAN *The description of the Structural Member is for informational purposes only. TOLBrace"software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace'"8 Visit us at www.tolco.com DETAIL PER NFPA 13, 2016 FIGURE A9.3.5.12.1(a - c) I :7•.cf,rscir ANOVA -•::oNctit-i+-mr,-Ititi ..1 ., ' 2D ,..1•113.4 r . -A'.<We ifirdlt:NSION:SAW ,.x«.. *lir— ' 613 kli4 ICA cri Fy.am ,, 67,1 1103 -I--;—17 i . •' "' 1 662 7 . .-— i „...,-- 2C • < ...4 I • , , I NO :• "tC i (*---- ' .>...::::. . . .\,• TOLCO FIG.980 TOLCO FIG.909 P-yi-ig Factars per NFPA 13,2016 SE cron S.3.5.12 when insta!ed'n oonvete s an ce c<s Fig.Sf511/1110 A B C D E F G F I P P P, Pr Pr Pr P P 1 r 3.275 1.156 1.738 1.40 1.850 2. 34Th 2.459 2.008 Fit.909 A B C D C t 6 F 1 , P P F. F, P, P, P, P P 2 626 1,1)02 1.230 1.513 1 487 i 2 226 2 460 1 740 1 420 PI ng Factn•c pe NEPA 13,2016 Sect ni11.3.5.12 when i-Eta led*n concrete ri-oat cerks wit-.'1"cente•nttsel .., Fig.1180/11I0 A B C ci E f G F I p. P P, F, p,i p, P P 3.275 1.156 1.738 Fig. 09 A B C D E F G 1- I P. P P P, P, P, P, P P 2.626 1.002 1.230 P•v:riu Facto's:a.:' ',SPA 13,201/1 Secliol 9.3.5.12 WiC1 r*tillICC ini tu•icrc lc meta do.ics pith 1.125'cc ler tAct Fin.980/910 A B C CI C F G F- I P P. p p, P, P, P, P. P 3.275 1.156 1.732 ... . Fig SO9 A B C 0 E F G F I P. P P. P, Pi P, P, P P 2.626 1.003 1.230 'Wilers int a ler.'n A rn-irrete meta dec.<iTyne W 4 1/2"x.35,rf mentio-i B'woo c ne riepe-inent loon tie contact area.For Sd2 a-ir hors t-e max offset is I''sn B'W011 C he 1.23 .Fnr Ba%-lt ane Wonc.-Knot-.ke'IF.,.artE-in r:,,..th<Fi mas nff set i<1.125"so'8'ona d De 1.125"