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HomeMy WebLinkAboutB19-1557 WestgateHardwoods_FP_6-18-19 Fire Approved 0 SEISMIC BRACING NOTES SHEET INDEX 0. WESTGATE HARDWOODS SEISMIC BRACING SHALL BE IN ACCORDANCE WITH NFPA 13 (2016) FP-1 COVER, NOTES, SITE PLAN FP-2 FIRE SPRINKLER PIPING WAREHOUSE / SHOWROOM a U FP-3 DETAILS & SEISMIC CALCULATIONS w ALL PIPING USED FOR BRACING SHALL BE SCHED-40 co LT,, , 9296 CA 95928 LATERAL SWAY BRACING SHALL BE PROVIDED ON ALL FEED AND SCOPE OF WORK CROSS MAINS REGARDLESS OF SIZE AND ALL BRANCH LINES 2 1/2" AND LARGER 1 .FOOTHILL FIRE PROTECTION TO INSTALL (2) NEW WET FIRE !MIDWAY , 7 SPRINKLER SYSTEM STARTING AT STUB 12" A.F.F. THE DISTANCE BETWEEN THE LAST LATERAL BRANCH AND THE M� END OF PIPE SHALL NOT EXCEED 6'-0" o L AA 4-WAY BRACE SHALL BE PROVIDED ON ALL RISERS EXCEEDING 3'-0" GENERAL NOTES 2 1 . DESIGN, INSTALLATION, AND MATERIALS PER NFPA 13 (2016) 0 L. LATERAL BRACES SHALL BE ALLOWED TO ACT AS LONGITUDINAL 2. ALL MATERIALS TO BE UL LISTED AND/OR FM APPROVED N BRACES IF THEY ARE WITHIN 24 INCHES OF THE CENTER LINE OF 3. ALL NEW PIPING TO BE PROPERLY FLUSHED AND TESTED THE PIPING BRACED LONGITUDINALLY FOR LINES 2 1/2" AND 4. ALL MONITORING AND SUPERVISION TO BE DONE BY OTHERS = co LARGER. 5. ALL STEEL ARM-OVERS OVER 2'-0" IN LENGTH TO BE HUNG. LL 6. INSTALLATION OF THE SPRINKLER SYSTEM SHALL NOT BEGIN WHERE FLEXIBLE COUPLINGS ARE INSTALLED ON MAINS OTHER UNTIL COMPLETE PLANS AND SPECIFICATIONS HAVE BEEN E) THAN AS REQUIRED IN 9.3.2, A LATERAL BRACE SHALL BE APPROVED BY THE AHJ. PROVIDED WITHIN 24 INCHES OF EVERY OTHER COUPLING, BUT 7. AT VARIOUS STAGES UPON COMPLETION, THE SYSTEM MUST BE NOT MORE THAN 40'-0" ON CENTER. TESTED IN THE PRESENCE OF THE ENFORCING AGENCY. 8. ADDITIONAL FITTINGS MAY BE INCLUDED IN HYDRAULIC ,,0' LONGITUDINAL BRACING SHALL BE PROVIDED ON ALL FEED AND CALCULATIONS TO ACCOUNT FOR UNFORESEEN SITE CONDITIONS. CROSS MAINS 9. A ONE-PIECE IN-BUILDING RISER IS REQUIRED FOR THE TRANSITION FROM THE UNDERGROUND SUPPLY PIPING TO THE BASE LONGITUDINAL BRACES SHALL BE ALLOWED TO ACT AS LATERAL OF RISER. BRACES IF THEY ARE WITHIN 24 INCHES OF THE CENTER LINE OF 10. ALL PIPING FOR LINES AND MAIN TO BE EDDYFLOW & ALL THE PIPING BRACES LATERALLY FOR LINES 2 1/2" AND LARGER. ARM-OVER PIPING TO BE EDDYTHREAD. 11 . ALL WATER SUPPLY VALVES AND WATER FLOW SWITCHES SHALL CLEARANCE SHALL BE PROVIDED AROUND ALL PIPING PER NFPA BE ELECTRICALLY SUPERVISED PER CFC 903.4 (BY OTHERS) 13, 9.3.4 BRANCHLINE RESTRAINTS SHALL NOT BE REQUIRED WHERE PIPES DESIGN NOTES - NFPA 13 (2016) ARE INDIVIDUALLY SUPPORTED BY RODS NOT EXCEEDING 6" FROM TOP OF PIPE TO THE POINT OF ATTACHMENT TO THE BUILDING SPRINKLER SHALL BE PERMITTED TO BE LOCATED NOT MORE STRUCTURE THAN 9 FEET OFF OF ANY SINGLE WALL IN SMALL ROOMS PER NFPA 13 8.6.3.2.4 AS DEFINED BY 3.3.2.1 ��,,,,, � . ACTO li,, SPRIGS EXCEEDING 4'-0" IN LENGTH SHALL BE RESTRAINED -''o N R.°"" �,,,,� AGAINST LATERAL MOVEMENT SPRINKLER COVERAGE HAS BEEN ESTABLISHED PER NFPA 13 _'� �� Z 10�' 8.6.2.2.1 "~ ° ' ' sU 4� ¢ 5� J W 00 W (2 ', ', m Q CODE ANALYSIS NO PROTECTION REQ'D PER NFPA 13 2016 - 8.15.1 .2.1 a W ¢ ° J# °= � d � U „0.,... WAREHOUSE BUILDING: "CONCEALED AREAS OF NON-COMBUSTIBLE AND LIMITED h%;d, J /\P COMBUSTIBLE CONSTRUCTION WITH MINIMAL COMBUSTIBLE �,,`'''''�U, �, �` TOTAL SQ. FT. = 10,200 S.F. LOADING HAVING NO ACCESS SHALL NOT REQUIRE SPRINKLER PROTECTION OCCUPANCY: S-1 (MODERATE HAZARD STORAGE LUMBER) AIR RELIEF VALVE TO BE INSTALLED AT HIGHEST POINT OF CONSTRUCTION TYPE: II-B SYSTEM PER NFPA 13 2016 7.1 .5. I\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\I Itl= l■-■, UNDERGROUND PIPING FUR O M REFERENCE ONLY PODOSED CODE ANALYSIS h--I/ 11 O 2 2 ° U n SHOWROOM BUILDING: FIRE SPRINKLER NOTES U Z a o PROPOSED OFFICE/SHOWOOV INSTALLED BY OTHERS , g Q M o . z H WA E H 0 U S E TOTAL SQ. FT. = 5,000 S.F. MAX SPRINKLER SPACING FOR STANDARD SPRAY COMMERCIAL O 0 W n c24Z o cq U SPRINKLERS IS 15'-0" OC a., z OCCUPANCY: M (MERCANTILE) 0 Wry o MAX SPRINKLER PROTECTION AREA FOR LIGHT HAZARD, 1 w (N) 4" FIRE / \ (N) 4" FIRE BOR CONSTRUCTION TYPE: V-B �■—■� \ BORSPRINKLER UNOBSTRUCTED CONSTRUCTION IS 225 SQ. FT.SPRINKLER RISERRISER MAX SPRINKLER PROTECTION AREA FOR ORDINARY HAZARD, 1 UNOBSTRUCTED CONSTRUCTION IS 130 SQ. FT SYMBOL LEGEND 1/4"=1'-0" 0 0 1 q 0 FIRE SPRINKLER RISER ..V _ �_�__E_- - -- - -..�___�� __�E..�___.. 6"FW �.�____�._____a., �� _ _ ... ` 4-WAY EQB 2 WAY EQB ABBREVIATIONS oEPARTVENT: : CHICO FIRE DEPT. JI NFiRE (E) FIRE SERVICE LINE \ I AFF ABOVE FIN. FLR. UNO UNLESS NOTED OTHERWISE \I HYDRANT AV ANGLE VALVE CI CAST IRON FDC AO ARM OVER COJ CUT ON JOB CHECK VALVE BOB BOTTOM OF BEAM CPLG COUPLING CONTRACTOR BOD BOTTOM OF DECK CTF CUT TO FIT : MODERN BUILDING ® VALVE BOJ BOT. OF JOIST DI DUCTILE IRON CV CHECK VALVE FLG FLANGE Zo X I OS&Y VALVE COE CHANGE OF ELEV. GC GRV. COUPLING PIPE HANGER (E) EXISTING GRC GRV RED. COUPLING EQB EARTHQUAKE BRACE GRV GROOVE REVISIONS PIPE ELEV. CHANGE FDC FIRE DEPT. CONNECTION GBE GROOVE BOTH ENDS iFHC FIRE HOSE CABINET GOE GROOVE ONE END ] CAP FHR FIRE HOSE RACK GOL GRV. OUTLET 6" RPDA W/ FDC COUPLING FOB FACE OF BLOCK MI MALLEABLE IRON FOC FACE OF CONC. MJ MECH JOINT > THRUST BLOCK FOS FACE OF STUD NF NO FITTING FOW FACE OF WALL N&C NIPPLE AND CAP ALARM BELL FSR FIRE SPRINKLER RISER PE PLAIN END GLB GLULAM BEAM PLG PLUG O CALCULATION NODE GV GLOBE VALVE RED REDUCING HGR HANGER SCR SCREW FIRE HYDRANT JST JOIST TC THRD. COUPLING co LVL LEVEL TF THRD FLANGE CV CD (N) NEW TBE THREAD BOTH ENDS LO WATER SUPPLY INFO. -WATER MAIN STATIC' NIC NOT IN CONTRACT THRD THREAD . RESIDUAL '62 . FLOW'30 .840 DATE .4-22-19 NTS NOT TO SCALE TOE THREAD ONE END O U 6 V D1 / A PIV POST INDICATOR VALVE TO THREAD OUTLET v v TLOESTCATION • 9296 MIDWAY ELEV. SLP SLOPE T&G THREAD AND GROOVE O Lu SP STANDPIPE WF WELDED FLANGE ~ SOURCE U I 0 °F :FOOTHILL FIRE PROTECTION STB STEEL BEAM WLD WELD Z INFO. < U = W SYSTEM NUMBER: 1 REMOTE AREA NUMBER: 1 W < ~ OCCUPANCY CLASSIFICATION: CLASS III WOOD STORAGE Q DENSITY: 0.25 AREA OF APPLICATION: 1 ,500 FT. SQ. 0 a C NUMBER OF HEADS CALCULATED: 18 HEADS u ; SQ.FT. PER HEAD: 91 (MAX.) W 0 LOCATION: WAREHOUSE ORIFICE SIZE.: 3/4" > 0 HOSE STREAM REQUIRED: 250 GPM TOTAL WATER REQUIRED: 669 GPM AT 38 PSI TOTAL WATER AVAILABLE: 840 GPM AT 30 PSI SYSTEM NUMBER: 2 REMOTE AREA NUMBER: 2 OCCUPANCY CLASSIFICATION ORDINARY HAZARD II w DENSITY: 0.20 AREA OF APPLICATION: 1 ,500 FT. SQ. w z Z w w NUMBER OF HEADS CALCULATED: 14 HEADS (eik DRAWN BYrSQ.FT, PER HEAD: 116 (MAX.) m AA `j�\ �_ LOCATION: OFFICE / SHOWROOM ORIFICE SIZE: 3/4" DATE: :3-15-19 JOB #: HOSE STREAM REQUIRED: 250 GPM :19-21-0001 TOTAL WATER REQUIRED: 552 GPM AT 40 PSI SHEET NO: TOTAL WATER AVAILABLE: 840 GPM AT 30 PSI FP1 AREA 1 -.1/1620 O O O 0170'- OO 18 SUOCALCULATDDITY CLASS III O0 1'-0" , 1'-0„ 27'-4" 28'-4" 28'-4" 28'-4" 28'-4" 27'-4" 14'-2" _1_ 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 14'-2" 14' 2" 14'-2" CONTROL JOINTS Bt B Bt INSTALL AUTOMATIC AIR RELIEF VALVE r I } I — I L — J_ _ — I L — I _ — I L — I _ — I L — J_ _ IA O � p A— p— A A— AM A O O— A ���� —� �� 1 L 144 n.l c Ertl + CIL + } ®i + _ ® + ® } •• ® 4 ® + ® + ® } 148 + ® 101 } ' Z PURLINS 5'0"O.C. y�� o — �ti o 0 �ti !� e O . o 0. �+ o ,p, ® . Ido N x,` ��o� 046 (c V 'I� 13 8 ><° 13 11 X° ><° 14 2 1<° X� � 1� 4-0N X - X 13-IY - 0gO 4 , O 4 ® 4,, / / / 12 / / 1�2 / 1 2 / 1$ 2 / 1 2 / 142 13-1 86, 6' 10" x x 6' 10" x x x x x x x x 6 10 x. x O ,,n N^ N^ N^ N^ N^ N^ N^ N^ N^ N^ N^ I - In If) In If] If] In If) If] If7 In 0 - du' O in I— —I ® ® I—I—I ® i ® I—I—I ® -co _u c Nc Ncsoo, Ncsoo, Nc Ncsoo, Nc Ncsoo, cu9 Nc T S-0 tNcuo, �o�N cj DEFLECTOR DISTANCE TO + ± ± 4 ` 4 4 `-� l -A- BE BE WITHIN 12"B.O.D. 1) .. I O OffOff0\ OffOffOffOffOff0\ ak. ONJ c,.., .:,.\mu m NaII m NAm II 0 m II m m II m t FLEX COUPLINGS A NA N/° N/O N N N,A N/ OAT RIDGE TYP. ® 4 N ® ® ® ® ® ® ® ® ® ® ® ® ® in co i co <t) -) Li, 117 I!, If]i co If]i N — Li, 117 If] Li, Li, Li, Il, �<, \ -; RIDGE WAREITIOUSE ® ® ,= v - x — — — — — — — — — — — — — N — — — _N — — — — ' — — — — — — — _N _ — — — — � — Nr — x - I I N CO co m m m m m m m co m m I17 I!') 117 I17 I17 1\ 117 I!') I I17 I17 I 117 ® 117 ® I!') (U I .Z, N I Q'�' N I Q'1' (U I Q'�' Cu I O� (U I Q'�' N I Q'�' (U I Q'�' Cu I O� (U I & (U I Q',' N I .,& ® ® ® ® ® N ® ® ® ® ® ® I ACTe 111111 I 03 CU 1 sA3 CO CU 1 CU 1 Q3 03 CU I CU I CU 1 CU 1 Q3 03 CU I CU I �� o d O\��j[ 1—I ® ® sDC° I.• 1 O 10:W a U o W M ;_-_O U U I I . , A I I ` N I N I (1J 1 N , (1J 1 I (1J 1 N C'/ ®on, ,sP .x, .x, AR, i ;01 00 coO, coO, coO, 00 co, coO, coO, QI co, co coOD MAINTOBEHUNG1 so so sp so so SD SD SD SD SD © WAREHOUSE HEAD LEGEND I,,�, SN3, 1� @ 20'-0"A.F.F. Oti oti oti oti it,oti Oti oti oti Oti oti oti oti �i',4‘,.. \�` O �A 'RA p p ACD A ® p ® p ® A ® A CD '. p x �p I _pp O NEW 4"RISER. TOR q n n n T �� 'T I SYM CNT TYPE FINISH TEMP K NPT ORIF MFG. MODEL# ESCUT SIN# in SEE DETAIL FP-3 s X03 cu�' z X03CD 2 X022 :Orb ® cu ull 202 ��20�, ® z X022 X03 ® 2 X02 ® �' ��2 X03 ® 'f7 �$zp2 'f7 ��z "72 108SSU BRASS 200° 8.0 4" 4TYCO FRB N/A TY4131 u'l 4 4/ 4 44 4/ 4/ 44/ 44 4 /} 96 )3 8 (� Nf.A (� 14 (� 1 F2 14 2 (� 14'2 (� 1§r2 (� 14 2 (� 1§r2 q 13 1 (� 13 N o®10 6 lll��� � � I r — I- - -1lll��� Ip — I - -1I � — I- - � I - -_ — � I4L + C-1 I- - - - � - - - i — i - - - m - - - i i n i I - - I O 411—=o+11 • HORN/STROBE ON FACE OF BLDG.OR FON SIDE 4'-0"MAX. FROM BLDG. FACE B B B 4z o0, , C� C� / 10U2 � lI ( O L0;. m 1^W �I Z U ., � o z0 O M J O � t � O opFIRE SPRINKLER PIPING PLAN - WAREHOUSE O r o a " Scale: 1/8" = 1'-0" • w W • IJ 1/4"=1'-0" AREA 2 - .1/1500 ========== ORDINARY GROUP II vs°=130" 12 SSU CALCULATED 0 o AUTOMATICINSTALL AIR RELIEF VALVE 10C-0" O o 0 100'-0" 1'-0" F I 19'-0" _ 20'-0" _ 20'-0" _ 20'-0" _ 19'-0" 1'-0' IDEPARTMENT: : CHICO FIRE DEPT. 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" _ 12'-6" _ _ CONTROL .-. .-. .-. .-. JOINTS Bi Bt l 1 D � ' 0 34 - - --A- ®I - - } % el ". n'p .tJ'3'� -p �p el — 7 _® },� 1 3 3232 ` _ �1- el -.4.". CONTRACTOR: 233 ON o `♦`J St& ,\ ® Q�oti so © 'oti ,/o' * oti .\3 �kN �* GI *.zN o� © * N o ® �*&,03 zz4 4�,0� : MODERN BUILDING Z PURLINS 5' 0"O.C. 4 r, # 4 I r, 4/ 4/ / 4 4 4 ` 0-61' '-6 _�,"���t 9.-9 x� lU 0 a 19-0 x .-0 x 11-0 \ a 1 0 x �1 0 6 icu N ;fa. Hca , , '®` `® '® zoo cu I I SCALE: ® �� �� N :1/8" = 1'-0" -4' 9"-.- r4'-9^� 4'-9"� DEFLECTOR DISTANCE TO REVISIONS: BE WITHIN 12"B.O.D. - 1— M I+ ch — — `° — `O — — — — � — `"' 'a n vL I ' � Oy SOL -' vl -' SOL -' * SOL it, OS I BO FLEX COUPLINGS / 1 / / / / / / / AT RIDGE TYP. CD 0 0 /2 ® ® NI ® ® ® ® 0 0 , CI CI M , M M . ' I ' I I I • I I • I • I I u _In ^'In ^'In —In —In �'In —In —In In v , � RIDGE ,..,,, � � . , , o o Z — — - - + — — — — — — — — — — — — — ▪ — _ _ _ J, No in CL N. u7 ,Oti u7 iP\ unIn ti N Oti Oti Oti Oti \ Oti © - 206 I 0 N li 1 0- Cl C7 .%." .%." .X:' . " .%." .X" C7 , O co 1 �— oti roti — ~ roti — �~`N roti — �- roti — —~ ti — — •„-4_11,—, roti — ~N ro\ OFFICE/SHOWROOM HEAD LEGEND rn °� MAIN TO BE HUNG is, 0 @ 20'-0"A.F.F. / / / / / / / / I O (n 0) Z NEW 4"RISER 295 ti� p ® p 249 p CIp 245 p 243 p p ® p 237 207 212 20g I SYM CNT TYPE FINISH TEMP K NPT ORIF MFG. MODEL# ESCUT SIN# Q + "� ^� ^3 ^S ^S ^S ^� ^Sp o < SEE DETAIL ON FP-3 a + + + + + + + + + I ;o 21 VP O O"' Off' O"' Off' o �� I , 040 SSU BRASS 200° 8.0 - TYCO FRB N/A TY4131 I,}�''�I 3. 3.. 0 0 <4 ® � XJ �` ', 2 © o ', ® o * ® ▪o % ,c ® o , © ▪o ',�(c ® o \ 214 _ \ ® I N 4 4 O LU 4L© 4 �▪ " 4 4 .. 1 S.. Ti- 4 S- / S.. -— ._6 046 BOR 6-9 'M 9-6 `� 1� 0 `� 11-0 11-0 16-0 11-0 �� `� O V T.-_, _ !� FICE/SHOW �� ►' — I — = o U p I I _ _ _ _ _ _ _ _ _ I I • ' • D < 0 H _ .. V HORN/STROBE ON FACE OF BLDG.OR B B B 1 W ON SIDE 4'-0"MAX. FROM BLDG. FACE1 k OVERHANGQ J L_ _1 Q o 0 cW/ G NOTE: w CO W NO STORAGE PERMITTED UNDER > rn —I OVERHANG PER OWNER. NO Z_ SPRINKLERS IN NON-COMBUSITBLE Ce CANOPY PER NFPA 13 SECTION 8.15.7.2. a WW w z ce FIRE SPRINKLER PIPING PLAN - OFFICE/SHOWROOM z w (2) V m WL` Scale: 1/8" = -0" DRAWN BY: AA DATE: :3-15-19 °B #: :19-21-0003 SHEET NO: FP2 Z TOLBraceTM Seismic Bracing Calculations TOLBraceTM Seismic Bracing Calculations TOLBraceTM Seismic Bracing Calculations FLEX COUPLINGS Contractor: Foothill Fire Protection Contractor: Foothill Fire Protection Contractor: Foothill Fire Protection AT RI Project Address: Westgate Hardwoods Address: 170 Erma Court T Project Address: Westgate Hardwoods Address: 170 Erma Court T Project Address: Westgate Hardwoods _ Address: 170 Erma Court T 5 Chico,CA,95928 E1 l•N Chico,CA,95928 E1 l•N Chico,CA,95928 EI l•N w 9296 Midway Phone: (530)826-3013 Peewee Business 9296 Midway Phone: (530)826-3013 PowerieeBusinessNorldaide 9296 Midway Phone: (530)826-3013 Peewee BusinessWorMaide DEFLECTOR DISTANCE TO License: 783132 License: 783132 License: 783132 BUTLER METAL FRAME 2" BRANCH LINE �� B E WITHIN 12" B.O.D. 12 Durham,CA Durham,CA Durham,CA Job#95928 Calculations based on 2016 NFPA Pamphlet#13 Job#95928 Calculations based on 2016 NFPA Pamphlet#13 Job#95928 Calculations based on 2016 NFPA Pamphlet#13 c 28 TM TM TM 12 .��.:..pO-. �:O.p��.:00O�A�� :� 01.........]4. 1A��-:r.r. pew=����.Jp4o�-..� ���:.�-p_4 UcI I pV 7-.0.�.:�.. 1 Brace Information TOLCO Brace Components Brace Information TOLCO Brace Components Brace Information TOLCO Brace Components 1 I Maximum Brace Length T 0"(2.134 m) _ TOLCOT"^ Component Listed Load Adjusted Load Maximum Brace Length 7'0"(2.134 m) TOLCOT"^ Component Listed Load Adjusted Load Maximum Brace Length T O"(2.134 m) TOLCOT"^ Component Listed Load Adjusted Load 1 ���;���..•, .:.�.�•=�� • - :. • Diameter of Brace 1"Sch.40 Fig.1001 Clamp 1600 lbs(726 kg) 800 lbs(363 kg) Diameter of Brace 1"Sch.40 Fig.1001 Clamp 1600 lbs(726 kg) 1386 lbs(629 kg) Diameter of Brace 1"Sch.40 Fig.1001 Clamp 1600 lbs(726 kg) 800 lbs(363 kg) 111111111111116 • Fig.980 Universal Swivel 2015 lbs(914 kg) 1007 lbs(457 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1745 lbs(792 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1007 lbs(457 kg) Type of Brace Sch.7 See Fastener Information Type of Brace Sch.7 See Fastener Information Type of Brace Sch.7 See Fastener Information 1 „ . *Calculation Based on CONCENTRIC Loading *Calculation Based on CONCENTRIC Loading *Calculation Based on CONCENTRIC Loading - 2 f 4/-4 �/ Angle of Brace 30°Min. Angle of Brace 60°Min. Angle of Brace 30°Min. • 2 *Please Note:These calculations are for TOLCOT"components only.Use of any *Please Note:These calculations are for TOLCOT"components only.Use of any *Please Note:These calculations are for TOLCOT"components only.Use of any ,. I other components voids these calculations and the listing of the assembly. other components voids these calculations and the listing of the assembly. other components voids these calculations and the listing of the assembly. a Least Rad.of Gyration 0.42"(11 mm) Least Rad.of Gyration 0.42"(11 mm) Least Rad.of Gyration 0.42"(11 mm) - A z Seismic Brace Assembly Detail Seismic Brace Assembly Detail Seismic Brace Assembly Detail - L/R Value 200 L/R Value 200 L/R Value 200 , , Y Max Horizontal Load 926 lbs(420 kg) Max Horizontal Load 1604 lbs(728 kg) Max Horizontal Load 926 lbs(420 kg) TOLCO FIG.980 , UNIVERSAL SWAY BRACE JJ ATTACHMENT :Jr p-' \ 1 Fastener Information , Flees . Fastener Information STEEL PIPE ; .� Fastener Information , " ,� x k .. , �� . .. X x Orientation to Connecting Surface NFPAType A aAnw a E Orientation to Connecting Surface NFPAType C i Orientation to Connecting Surface NFPA a ,n E wMaa E X 4" MAIN X Fastener 40 --- Fastener %' Fastener 40 s"gRPE X X x Type r Type �' /J ' Type "ON. y X 4" MAIN X X X `� Bolt O) Bolt o ' Bolt x Li Diameter (12mm) �., Diameter (12mm) Diameter (12mm) \/ X X 1/2n. 1/2n. j,, ,.un 1/2n. x X Length N/A •'" R1£CAA1° Length N/A TOLCO FIG. 1001 -!� Length N/A •', 11.1001 fl1£C1A1° v FAST CLAMP ♦ , , X . Maximum Load 1600 lbs(726 kg) Maximum Load 2550 lbs(1157 kg) 4e Maximum Load 1600 lbs(726 kg) •• X w X • X • Brace Identification on Plans Riser Brace Identification on Plans Lateral-B Brace Identification on Plans Riser • x •Prying Factor N/A Prying Factor N/A Prying Factor N/A X 5 Brace Type Lateral[ ] Longitudinal[ ] 4-Way[X] Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Brace Type Lateral[ ] Longitudinal[ ] 4-Way[X] • 1 XX • Sprinkler System Load Calculation(Fpw=CpWp) Sprinkler System Load Calculation(Fpw=CpWp) Sprinkler System Load Calculation(Fpw=CpWp) A x Cp= 0.42 Cp= 0.42 Cp= 0.42 • X K Diameter Type Length Total Length Weight Per Unit Length Total Weight Diameter Type Length Total Length Weight Per Unit Length Total Weight Diameter Type Length Total Length Weight Per Unit Length Total Weight 4"(100 mm) Sch.7 80 ft(24.4 m) 80 ft(24.4 m) 10.86 lb/ft(16.16 kg/m) 869 lbs(394 kg) 4"(100 mm) Sch.7 40 ft(12.2 m) 40 ft(12.2 m) 10.86 lb/ft(16.16 kg/m) 434 lbs(197 kg) 4"(100 mm) Sch.7 80 ft(24.4 m) 80 ft(24.4 m) 10.86 lb/ft(16.16 kg/m) 869 lbs(394 kg) x 2"(50 mm) Sch.7 200 ft(61 m) 200 ft(61 m) 3.79 lb/ft(5.64 kg/m) 758 lbs(344 kg) X X X X X X X X X X X Subtotal Weight 869 lbs(394 kg) Subtotal Weight 1192 lbs(541 kg) Subtotal Weight 869 lbs(394 kg) X X Wp(incl.15%) 999 lbs(453 kg) Wp(incl.15%) 1371 lbs(622 kg) Wp(incl.15%) 999 lbs(453 kg) x - Main Size Type/Sch. Spacing(ft) L Total(Fpw) 420 lbs(190 kg) Main Size Type/Sch. Spacing(ft) L Total(Fpw) 576 lbs(261 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 420 lbs(190 kg) - X Sch.7 80 Maximum Fpw per 9.3.5.5.2(if applicable) N/A 4" Sch.7 40 Maximum Fpw per 9.3.5.5.2(if applicable) Contact Pipe Manufacturer 4" Sch.7 80 Maximum Fpw per 9.3.5.5.2(if applicable) N/A {TOLBrace T"Version 8) Use of TOLBrace'"is subject to terms and conditions per the end user license agreement iTOLBraceT"Version 81 Use of TOLBrace'"'is subject to terms and conditions per the end user license agreement (TOLBrace.Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement - 1 3 SECTION VIEW - WAREHOUSE Scale: 1/4" = 1'-0" TOLBraceTM Seismic Calculations TOLBraceTM Seismic Calculations TOLBraceTM Seismic Calculations 00G�� R*�;ti'ts,r,�� Westgate Hardwoods Job#95928 Westgate Hardwoods Job#95928 Westgate Hardwoods Job#95928 c 0 E'T•N E'T•N E'T•N DEFLECTOR DISTANCE TO FLEX COUPLINGS o ° o 9296 Midway 9296 Midway >. 9296 Midway >. %o a Q z M - I Powering Business ilbrfdwide Poweimg Business Worldwide s°5� Worldwide B E WITHIN 12" B.O.D. AT RIDGE 'W tu �C 0 6 N a Brace Identification Riser Brace Identification Lateral-B Brace Identification Riser ~ cc `\ w v %� u-, Q J 4i Brace Type(Per NFPA#13) NFPA Type A Brace Type(Per NFPA#13) NFPA Type C Brace Type(Per NFPA#13) NFPA Type A o �1 o Braced Pipe(ft) 4"Sch.7 Steel Pipe Braced Pipe(ft) 4"Sch.7 Steel Pipe Braced Pipe(ft) 4"Sch.7 Steel Pipe �j /�-/ P- Spacing of Brace 80'0"(24.38 m) Spacing of Brace 40'0"(12.19 m) Spacing of Brace 80'0"(24.38 m) 1 1/2" BRANCH LINE ,,,iii y Orientation of Brace Riser Orientation of Brace Lateral Orientation of Brace Riser BUTLER METAL FRAME 12 n, . ,.. grip a 3 0 1�'��' Bracing Material 1"Sch.40 Bracing Material 1"Sch.40 Bracing Material 1"Sch.40 1 2 . .��oo ��:� I 1 Maximum Brace Length 7'0"(2.13 m) Maximum Brace Length 7'0"(2.13 m) Maximum Brace Length 7'0"(2.13 m) 1 I . `-.-.--.....�� .\�����,��o��.... ���� ����oo��.�.�����_ ���� Slenderness Ratio used for Load Calculation 200 Slenderness Ratio used for Load Calculation 200 Slenderness Ratio used for Load Calculation 200 ������������....� . (t]�N True Angle of Brace for Calculation 30° True Angle of Brace for Calculation 60° True Angle of Brace for Calculation 30° Type of Fastener 1/2(12mm)Bolt Type of Fastener 1/2(12mm)Bolt Type of Fastener 1/2(12mm)Bolt ■► •• • Length of Fastener N/A Length of Fastener N/A Length of Fastener N/A 0 ' Summary of Pipe within Zone of Influence Summary of Pipe within Zone of Influence Summary of Pipe within Zone of Influence -4 2 , J o __ 4"Sch.7 Steel Pipe(101.6 mm) 180 ft(24.4 m) 4"Sch.7 Steel Pipe(101.6 mm) 40 8(12.2 m) 4"Sch.7 Steel Pipe(101.6 mm) 180 ft(24.4 m) 1 / 2"Sch.7 Steel Pipe(50.8 mm) 200 ft(61 m) BUILDING - Z rt1 FRAME Z o 1 O o' U 1 ^ W v M X ► H z ± x n 17 X 4" MAIN , i; OLLO 4" H w 0 U 75 U x MAIN g �, gQM � k ► O�/ 0) w °' 0 z X ► 0 F"�4 z o „ v = p-I z L., c� w el W W z - � i w N w L.eeeeeeeee-... G-Factor Used 0.42 G-Factor Used 0.42 G-Factor Used 0.42 Allowance for Heads and Fittings 15% Allowance for Heads and Fittings 15% Allowance for Heads and Fittings 15/0 METAL ROOF (a Conclusions Conclusions Conclusions OVERHANG k 0 Total Adjusted Load of Pipe in Zone of Influence 420 lbs(191 kg) Total Adjusted Load of Pipe in Zone of Influence 576 lbs(261 kg) Total Adjusted Load of Pipe in Zone of Influence 420 lbs(191 kg) Material Capacity 926 lbs(420 kg) Material Capacity 1604 lbs(728 kg) Material Capacity 926 lbs(420 kg) k 1/4"=1'-0" Fastener Capacity 1600 lbs(726 kg) Fastener Capacity 2550 lbs(1157 kg) Fastener Capacity 1600 lbs(726 kg) x 4 Fig.1001 Clamp 800 lbs(363 kg) Fig.1001 Clamp 1386 lbs(629 kg) Fig.1001 Clamp 800 lbs(363 kg) NOTE: x e 1/8 -130 k Fig.980 Universal Swivel 1007 lbs(457 kg) Fig.980 Universal Swivel 1745 lbs(792 kg) Fig.980 Universal Swivel 1007 lbs(457 kg) NO STORAGE PERMITTED UNDER k V=========== Structural Member Steel Beam Structural Member Steel Beam Structural Member Steel Beam X k k OVERHANG PER OWNER. NO ' k Calculations prepared by Anthony Abdeen Calculations prepared by Anthony Abdeen Calculations prepared by Anthony Abdeen k COMBUSITBLE X SPRINKLERS IN NON*The description of the Structural Member is for informational purposes only. *The description of the Structural Member is for informational purposes only. *The description of the Structural Member is for informational purposes only. k 0FIRE DEPARTMENT: TOLBrace"software calculates the brace assembly only,not the structure it is attached to. TOLBrace"software calculates the brace assembly only,not the structure it is attached to. TOLBrace"software calculates the brace assembly only,not the structure it is attached to. k .15.7.2. x :C H I C O FIRE DEPT. Calculated with TOLBrace""8 Calculated with TOLBrace""8 Calculated with TOLBrace""8 CANOPY PER NFPA 13 SECTION 8 Visit us at www.tolco.com Visit us at www.tolco.com Visit us at www.tolco.com SLAB L CONTRACTOR 4 SECTION VIEW - OFFICE / SHOWROOM : MODERN BUILDING Scale: 1/4" = 1'-0" REVISIONS: A O I I ( L________--BOLT AND NUT / BEAM CLAMP I = TO TO I `- / 1 FIG. 58 I, �A I=1 SYSTEM RISER LEGEND SYSTEM RISER LEGEND I 1 THREADED SIDE BEAM BRACKET �' �_i A N/A A N/A o0 FIG, 100 =1 @ @ (� ALL THREAD ROD '" . IA � O• , t b 4" �� B CHECK VALVE 4" 1� B CHECK VALVE Z O / ll- C FLOW SWITCH (n V RETAINING LOCK VIEW A-A J C FLOW SWITCH i� ADJUSTABLE RING HANGER STRAP - NUT REQ'D A�� THREAD ROD F / E D 2" TEST AND DRAIN VALVE O / E D 2" TEST AND DRAIN VALVE Q Q O � O 0 FIG. 200 / E 10" POTTER ALARM BELL U Aik, A� 3/8 ALL THREAD R❑D ADJUSTABLE RING HANGER r� E 10 POTTER ALARM BELLCO 100 6 F 4-WAY EQB 4 F 4-WAY EQB V,:; nj 0 0 � �� -SPRINKLER PIPING G UG STUB, FFP POC O 440� ADJUSTABLE RING O _ G UG STUB, FFP POC 0 _ 2 X HANGER H 300PSI GAUGE H 300PSI GAUGE < 0 CO THREADED SIDE BEAM BRACKET, ROD & RING THREADED SIDE BEAM BRACKET, ROD & RING K H I PRV 175 PSI 2 j�OO "Z" PURLIN CONSTRUCTION / O^ HANGER #2 - BEAM CLAMP, ROD AND RING / 5�0_, T Z" PURLIN C❑NSTRUCTI❑N C O I PRV @ 175 PSI O - t� O @ Ill / uO6� STEEL BEAM INSTALLATION NTS IJO 1. J 6 HD. SPARE BOX W Q Cl) ����0O - 1 O J 6 HD. SPARE BOX © I O K HYDRAULIC INFO. PLATE Q > oa K HYDRAULIC INFO. PLATE �HANGER DETAILS O 0 0 0 „, 4 I- 2 J 1 (I) © © a 0 r----1,_, 0 F....4 LU L J r © FINISH FF 1 I © FINISH FF a GRADE 2 z 44 GRADE Ca ° as Li ti a a a z w 4 V a a 4 a a 6" 4 O = d < < ^„ a 4 0 (��J DRAWN BY: AA DATE: :3-15-19 RISER DETAIL - WAREHOUSE 2 RISER DETAIL - OFFICE / SHOWROOM JOB # :19-21-0003 1Scale: NTS _ Scale: NTS SHEET N0: - FP3