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Plans (7) F'PS2015 00104 JUL 2 241,E Lti,�y GARY BRI SET, 7-1-2015 /'/ -N DATE it THESE CONSTR JCTIODOCUMENTS AND ASSOCIATED HYDRAULIC CA_CUTINS (WHERE SUBMITTED) HAVE BEEN PREPARED BY: GARY BRIAN McDANIEL, SET NICER 091352 LEVEL TIVCERTIFICATION AUTOMATIC SRAINKLER SYSEMS FIPROTECTION SW 72ND AVENUE - - SEATTLE: 5005 3RD AVE SOUTH - SEATTLE, WA. 98124 - --- (206) 762 - 3311 UTILIZE FLEX DROP IN ALL SUSPENDED ACOUSTICAL CEILINGS. ALL GYPSUM BOARD CEILINGS SHALL UTILIZE SCH.40 PIPE. a PORTLAND: _ 6" DIP 16790 NE MASON STREET, SUITE 100 5 u� 1.5-0 _ -a I 7 2 PORTLAND OR 97230 BF1 ' STRUCTURE Design Maps Summary Report Page 1 of 1 ' / I a BF2 (503) 331 - 0234 6 DIP O HANGER TOR 83 o/p ! ' ° 0 18-Q ,� LICENSE # MCKINCL942DW 4,, 0/p ^ 0 4" DIP LICENSE # 172811 riUM Design Maps Summary Report BOR CORRUGATED STAINLESS ' RANCHLINE 3 STEEL HOSE � .�� II User-Specified Input Building Code Reference Document 2012 International Building Code PROJECT: - - (which utilizes USGS hazard data available in 2008) Site Coordinates 45.430780% 122.77202°W z� 1"xARMOVLAN) ADJUSTABLE HUB Site Soil Classification Site Class D -`"Stiff Soil" Risk Category I/IIJIII TIGARD `� B 'ave t�� � r PEDIATRICS f SUSPENDED CEILING * EXPANSION PLATES ARE NOT REQUIRED 141 WHERE FLEXIBLE TYPE SPRINKLERS ARE INSTALLED* h P4 4 SW 72ND AVENUE FLEXIBLE SPRINKLER HEAD DETAIL & SW DARTMOUTH AVENUE UTILIZE FLEX DROP IN ALL SUSPENDED ACOUSTICAL CEILINGS. � ` ALL GYPSUM BOARD CEILINGS SHALL UTILIZE SCH.40 PIPE. Fs a � Q�E3[ P di�ivL m A1#�f*lgESt t5 Map a _ A TIGARD , OR USGS-Provided Output - BRANCHLINE �-STRUCTURE SS = 0.972 g SMS = 1,0$0 g Cos = 0.720 g REGISTRATION: S, = 0.423 g Sr„ = 0.667 g So, = 0.444 g HANGER ' (IF REQUIRED) CORRUGATED STAINLESS For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and STEEL HOSE deterministic ground mations in the direction of maximum horizontal response, please return to the application and �p Ph OF select the'2009 NEHRP" building code reference document. G1hr SS 2 1"x ARMOVER MCER Response Spectrum Design Response Spectrum ✓7 E ` SEE PLAN ADJUSTABLE HUB 1.10 0.72 � 'OREGO .. 0.77 , . 0.48-- 0,40- 0.32- .48 Rh•��e l , 0.55 0.40 r- 0.3z EXPIRES: 12/31/2015 0.44 SUSPENDED CEILING ✓ *EXPANSION PLATES ARE NOT REQUIRED 0.22-- CONCEALED .22 iT16 CONCEALED TYPE SPRINKLER SHOWN WHERE FLEXIBLE TYPE SPRINKLERS ARE INSTALLED• FIRE SPRINKLER SITE PLAN 0.11 0.09 0.00 0.04 0.00 0.20 0.40 0.6[1 0.80 1.00 1.20 1.40 1.50 1:80 2.00 9.00 0.24 0.40 0,GO 0.80 1.00 1.20 1.40 1.60 1.80 2.00 �f f - 1 = 20 -0 Period. T(sec) Period, T(sec) FLEXIBLE SPRINKLER HEAD DETAIL rrTs Although this information is a product of the U,S.geological Survey, we provide no warranty, expressed or implied, as to the REVISIONS: accuracy of the data contained therein.This tool isnot a substitute for technical subject-matter knowedge; 1 7-1-15 FP ISSUE FOR PERMIT GENERAL SYSTEM FIRE PROTECTION NOTES: KEY QTY DESCRIPTION NOTES 1. FIRE SPRINKLER SYSTEM TO BE TOR 1. Fire Protection Contractor is responsible for: field fit of O1 1 6 STUB UP MONITORED BY A U.L. OR F.M. 7 TO ROOF LEVEL P I 1 SPLASH BLOCK ) LISTED CENTRAL STATION FOR 4„ SPRINKLER PIPING sprinkler piping, accuracy of prefabricated pipe, location O2 (BY G.C. FLOW, TAMPER AND TROUBLE. h ://ell 4-earth uake.cr.us s. ov/desi mna s!/ s/surra h ?tem late=r nirnal&latitu... 6/2412015 of sprinklers (per NFPA and inspections), piping elevations O3 TYP. SLEEVE THROUGH FLOOR/WALL 5 9 P q g g P EYP P P dimensioning and general workmanship of sprinkler system. 2. INSTALL DESIGN PLACARD ON EACH 10 ® 1 HYDRAULIC CALCULATION PLATE RISER PER NFPA-13. 2. Verify field conditions prior to installation and make field adjustments, as necessary, for field acceptance b author- 1* 10" ELECTRIC BELL J Y� P Y 3. ALL VALVES SHALL BE A MAX. OF 1 7 ities having jurisdiction. © 1 FLANGED CONNECTION 7'-0" A.F.F. g 4. WHERE REQUIRED BY A.H.J., 3. Fire Protection Contractor shall coordinate the installation O7 TYP. GROOVED ELBOW PROVIDE MEANS DOWNSTREAM of of piping and sprinklers with structural members, ductwork, ® 1* FLOW SWITCH ALL BACKFLOW PREVENTION N mechanical equipment, ceiling, lights, etc. VALVES TO ACCOMODATE FLOW 1�9 TYP. FLEXIBLE COUPLING TESTS AT SYSTEM DEMAND. 4„ rp. p p+ 4. Field verify spacing of sprinklers and deflector distances 10 1 4-WAY BRACING SECURED TO STRUCTURE TUALATrN VALLEY 'lATEIR DISTRICT Test#_ with respect to structural components, lights, etc., and make HYDRANT FLOW e field adjustments, as necessary, to comply with NFPA-13 11 1 CONTROL VALVE w/ TAMPER SWITCH 4 FIRE HYDRANT FLOW TEST REPORT 2S�W1A43H50 requirements. Provide additional sprinklers, or respace A L w VALV Hydrant lD #: sprinklers to avoid obstructions to discharge patterns. 1 w AGF INSP. TEST CONNECTION 12 KEYNOTES: NO. DATE DESCRIPTION Provide a minimum of 6-feet between any two sprinklers to 13 1 2" DRAIN. TERM 6" ABOVE FIN. GRADE NEW 21/2" WET PIPE FIRE RISER avoid cold soldering. 14 1 CHECK VALVE w/ PRESSURE GAUGES O REFER THIS SHEET FOR DETAIL Location: SW 69th SW Dartmouth St. Date 10/8/2007 5. A sufficient safety factor has been implemented into this 15 - FEED TO REMOTE FDC 41, 14 Test made b Herb& ,lames design. HUNTER DESIGN & CONSULTING is not responsible 16 - NOT USED EXTERIOR WALL 11 O NEW 10" ELECTRIC BELL for changes in the city water supply that may adversely 0 15 Witness: Time: 11:40 affect this A.S. System in the future. SPARE SPRINKLER BOX (6 200 DEGREE UPRIGHTS) ° REFER TO FP2.0 FOR MANUFACTURER. 04" NEW 4" x 2/Z" x 2r6" FIRE DEPT. CONN (NST) w/ 1 CHECK VALVE & 1h" AUTO. DRIP VALVE. 6. Pipe hangers, and sway bracing shall be spaced as PROVIDE WRENCH FOR EACH TYPE AND OPERATIONS AND Cq � Project Warne: indicated on these drawings and/or per NEPA-13. MAINTENANCE MANUAL. CURRENT EDITION MCKINSTRY DIVISION: -• 9 O NEW TEE & VALVE. 7. Fire Protection Contractor shall provide sleeves at all penetrations through masonry walls and floors. Pack BOR Discharge coefficient:' .54816 piping P 9 y *WIRED BY ELECTRICAL/ALARM CONTRACTOR N FINISHED FLOOR 5 EXISTING WATER MAIN with approved sealants per NFPA and local authorities. PROVIDE PRESSURE RELIEF VALVE FINISHED GRADE 2 6 U FOR GRIDDED SYSTEMS. NFPA 13 e Inside dig. of outlet = 4.5 inches FIRE PROTECTION 8. Fire Protection Contractor shall provide and install a CONNECTION ORIENTATION E 2013 EDITION. 6 NEW BACKFLOW PREVENTION ASSEMBLY design placard on each riser indicating remote area size ,, 9 P 9 AFCON 079-. .,\\ \� \� \� \, \ �, 0 � � _.. and location, sprinkler design density (gpm), and water NOTE: \\\0\//''j' j//\//j`/ - o Pitot reading = 53 ySl Pitot 2 = 0 psi requirements at base of riser. Also, include installing ALL CONTROL VALVES SHALL HAVE A BRACE DEG AFCON 001/020 \\�\\ \%\\//\\/`\\ w e" 3 7 FIRE HYDRANT Contractors name and date of installation. Coordinate PERMINATE IDENTIFICATION TAG. / / /� O Observed I'IOW rate = 2409.8 m DESIGNED BY: GM RACE PIPE \\�\\.\\� o gp placard information with insurance carrier where required. 45-59 DEC. W DRAWN BY: GM 9. Fire Sprinkler System shall be monitored by Owner's central AFCON 077 • AFCON 077 o flow method: HOSE MONSTER station supervision equipment. STRUCTURAL SUPPOR • 0 UG j 1 THE A.H.J. SHALL BE NOTIFIED A MINIMUM OF CHECKED BY: TK MEMBER/WALL CONCRETE 48 - HOURS PRIOR TO THE FOLLOWING TESTS: Static pressure: 95' psi Residual pressure: 75 si 10. Fire Protection Contractor shall verify all dimensions, riser LISTED FASTNER PER FOOTING p p P JOB NUMBER: MCK# nipple lengths, pipe elevations, etc., and make all necessary 13 LOAD TABLE TABLE adjustments. A. A TWO-HOUR, TWO HUNDRED (200) PSI HYDROSTATIC TEST Flow at 20psi residual pressure (calculated): 14920 gpr►} t B. A TEST AT THE INSPECTORS TEST PIPE TO DETERMINE ALL DATE: 7-1-2015 11. All control valves (including main drain) shall be chained WATER FLOW DEVICES AND ALARM CIRCUITS ARE WORKING PROPERLY. Location map: To be attached to test report and to show which hydrants were '_ " and locked for security. FIRE SPRINKLER RISER DETAIL C. A MAIN DRAIN TEST WILL BE CONDUCTED, BOTH, BEFORE AND SCALE: 1 - 20 NTS AFTER THE SPECInED WORK IS COMPLETE. used to monitor residual pressure and flow. Gacie information: Ir Static and residual pressure gage: 012400132 Pitot gage: 011402132 y SHEET TITLE: l WOOD JOIST Hydrant Information Hydrant tD Year Make Notes \\ / Flow hydrant: 2S1W1A43H50 1999 MUELLER see map for location TIGARD BATT INSULATION DECK DECK 0\�• . 0 v Read hydrant: 2S1 W1 A6H50 1993 MUELLER see map for location PEDIATRICS ERICO#CSBBRS2EG-► �\ C FIG. 980 0 STRUCTURAL ATTACHMENT \\\ 0 /� UNIVERSAL SWIVEL SAMMYS FOR WOOD FIG. 980 \\�\\ W 1/4"x2" (GST 20) UNIVERSAL SWIVEL FIG. 909 TOLCO ATTACHMENT FIG. 980 TOLCO ATTACHMENT \\, UL:TEST LOAD 850 Ib Remarks: SITE PLAN PLAN FM:TEST LOAD 1475 Ib � ' ALL THREAD ROD RACE PIPE Sia"-1"TO4"PIPE SIZE The mapping,flow or pressure information contained herein reflects conditions on the date BRACE PIPE WOOD TRUSS/JOIST WOOD TRUSS/JOIST Li I and time of the test. Tualatin Valley Water District makes no representation as to the system's TOLCO FIG. 25 ° ability to meet specific fire flow requirements. Future system capability may differ from the O SURGE RESTRAINT FIG, 4A FIG. 1000 flows reported herein because of subsequent modifications to the district's system and/or CMY0F TI��`itARD ERICO#CSBBRP PIPE ATTACHMENT (WHEN APPLICABLE) PIPE CLAMP FAST CLAMP BRACE PIPE because flow and pressure may vary by time of day and season. Test gage callibration � D VOR CODE COMPLYANCH FOR SWAY BRACE information available upon request. SWIVEL RING pAPP��� PROVIDE ON ALL BRANCH LINES EXCEEDING 6"IN LENGTH. LONGITUDINAL EARTHQUAKE BRACE LATERAL EARTHQUAKE BRACE _ (SPACE EVERY 36'FT 1-INCH PIPE) PIPE TO BE BRACED oTc: (SPACE EVERY 39'FT 1 1/4"-INCH PIPE) Perndt#. `2�C5-Qct (SPACE EVERY 41'FT 1 1/2"-INCH PIPE) (SPACE EVERY 45'FT 2"-INCH PIPE) HANGER - WOOD SHEET NUMBEEkddress; > � - � �.' NFPA 13 TABLE 9. . . FOR ALL PIPE SIZES UP TO 4" •.. �. Suite M. nstry SEISMIC RESTRAINT DETAIL (WOOD) HANGER DETAIL EARTHQUAKE BRACE ATTACHEMENT DETAILS $�: Dates c FP- 1 OPS C COPY PLEASE PROVIDE COMPLETED NFPA 13 MATERIA!AND TEST CERTIFICATE AT FINAL INSPECTION GARY BRI SET, 7-1-2015 DATE it THESE CONSTRUCTIO DOCUMENTS AND ASSOCIATED HYDRAULIC CALCULATI NS (WHERE SUBMITTED) HAVEBEEN PREPARED BY: ins rGARY BRIAN McDANIEL, SET NIC91352 LEVEL�IVCERTIFICATION AUTOMATIC SPRINKLR ER OSYSTEMS FIPROTECTION TABLE 4-5221 MAXKU DISTANCE BETWEEN HANGS(Fr-IN.) SPRINKLER SCHEDULE SEATTLE: 44 NOMINAL PIPE 3 4 7 11 4 /l 2 2 27 2 4 6 8 CONSTRUCTION/DESIGN CRITERA NOTES. SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL 5005 3RD AVE SOUTH SIZE(1N) / / / DESIGN CRITERIA QQ 80 PEND CHROME 155 5.60 1/2" TY3231 Tyco TY-FRB SEATTLE WA. 124 STEEL PIPE N/A 12-0 12-0 15-0 15-0 15-0 15-0 15-0 15-0 NEW AREA OF CONSTRUCTION: (MEDICAL FACILITY/OFFICES) DESIGN DENSITY SHALL Q 76 UPR BRASS 200 5.60 1/2- TY3131 Tyco TY-FRB 98 49 ALL N/A 12-0 12-0 12-0 12-0 12-0 N/A N/A N/A BE PER NFPA 13 2013 EDITION AND LOCAL A.H.J. 8 PEND BRASS 155 E5.60 1/2" TY3531 Tyco RFLL (206) 762 - 3311 COPPS TUBE 8-0 8-0 10-0 10-0 12-0 12-0 15-0 15-0 15-0 LIGHT HAZARD OCCUPANCY: AREA OF CONSTRUCTION: PORTLAND: CPVC 5-6 6-0 6-6 7-0 8-0 9-0 N/A N/A N/A SPRINKLER SPACING SHALL NOT EXCEED 225 SQ. FT. (.10/1500 SQ. FT.) 16790 NE MASON STREET, SUITE 100 FIRE A-4-523.3 DWMCE FROM SPRINKLER TO HANGER DESIGN DENSITY UTILIZED PER NFPA 13. 100 HOSE ALLOWANCE WITH C-FACTOR 36'MAX FOR I'D1A. ON ALL PIPING CALCULATED AT 120 FOR WEf PIPE SYSTEM DESIGN. PORTLAND, OR 97230 --{ 48'MAX FOR 11/4'DIA. INEN EXTEND HERE , ) (503) 331 - 0234 60 MAX fORlf/2"DVA. A?LARGER � UTILIZE 'QUICK RESPONSE" SPRINKLERS (QUICK RESPONSE TYPE IN ALL CEILING AREAS _ - I AND UPRIGHT ON OUTLET OR SPRIG WHERE INDICATED. LICENSE # MCKINCL942DW 3/D VIEW PER TABLE 4-5,221T^I 1F(>REAIER THAN 36'MAX FOR 1'D1A" PIPING SHALL BE DYNA FLOW/DYNA/THREAD WITH WELDED AND GROOVED FITTING CONNECTIONS. 1F GREATER THAN 48 MAX FAR 11/4 DIA. LICENSE # 172811 IF M 11R THAN 60'FOR 11/2'DIA" OR LARGER TABLE 2-6.41 HANGER ROD SZE PIPE SIZE DIAMETER OF ROD PIPE SIZE DIAMETER OF ROD PROJECT: 4' AND LESS 3/8° 6' AND 8' 1/2� o-2 -\ o-2 1 ? T 3 4 5 MEDICAL OFFICE SPACE........................ . " Tol-Brace Seismic Calculations TIGARD CALCULATION DESIGN 5'-4" -4 -- -------- --------; ----------------------------- - LIGHT HAZARD------`----------_ , 4 -4 ; REMOTE AREA ------------------------ ' I t i /7 -0- .10/920 S.F. - HUNTER DESIGN&CONSULT Aa- - ' _ I I - - - - - 2 --� Project Address: TIGARD-PEDIATRICS v 35634 BARSCIRCLED rE E I N FORMATION _ PEDIATRICS n p _ � i WARRENVILLE,Ill R 811ne� IDTGLCO 3 �1 °'�j _I s, 6 5 3 W _� S, &, o, w I o, 1 co " TIGARD 877-435-8108 AREA ;------- i , Q AREA #1 --1}4 , , 1 1 OREGON OCCUPANCY MEDICAL FACILITY o- +4 717 P ...... to_.: ` t+ 2�:, 1 :_.. t 1- 1 r t- z-e. t s: + ' .. . 1, ° .. L .. °.... _ ., ._. ... AM 4 HAZARD LIGHT HAZARD tl o 8 1 t Job+�*15086 Calculations based on 2813 NFPA Pamphlet If13 DENSITY .10 GPM/SQ. FT. T - 15 : >z S U 1 u° o Brace Information Telco Brace Components AREA OF OPERATION 1500 SQ. FT. ; SW 72ND AVENUE k AREA PER HEAD 225 SQ. FT. 1 . 11 '12 13 '� I 1 3d3 (9.14 m} Tolco Camp�onent Fig. Number Adjusted Load t-f1: _-- "' ' �- =-- O HOSE WATER ALLOWANCEi " =�-- & SW DART M O U T H Maximum Spacing - �- p n / N 1?4 - i�=3.. ,, 1 8' 10=0 2-0 I - s 3-3r 1 4 Maximum Braee Length�0,r (2.13�) Ig-1001 Clamp 1131 lbs (513 kg) - INSIDE 0 OUTSIDE oo ------ ::. ; ..:::.,.,: t.. i .. - T - - - ' o 3 � � AVENUE 1'`Sch.40 ;18.480 Universal Swivel 1900 lbs (887 kg) t Bracing Material - � ' Angle from Vertical 45'Min. 'Calculation Based'on CONCE}4TRfC Lasdina 5_ e 1 / "Please Note:These caleulatians are for 7fto components only.Use of any SYSTEM DEMAND , , o ° ® ,8 TIGARD , O ®._._ O other components voids these calculations and the iisting of the assembly- 1 Least Rad.of Gyration O_42"(11 rnm} - ® O - `�� � _ . 4: k 17 AssemblyDetail, 58.9 >�r ,� j~ X �('�, :� O� N PSI . cf 8 O * _ o. LIR Value 200 GPM , ° REGISTRATION: i ��. ' 1t 4:- ' curial Gs --- ,+4 232 0 - 1-42 , , R \,114 L 4 - 1 + 13111 Ibs 534 k TOLCO FIG.980--_ .1+4 -_-; �\,< 81 t a: % 7= ' 8-4' 4- 232.0 =3-8. Max Horizontal Load ( 9) 85 0 $- _ :... : 5- Ors 5=21: 3- : _ r1 4 : ' UNIVERSAL S4VAl( � IVE L BRACE b � PS AVAILABLE E . . . . . . . . . _ x � - _.. _ . ,_�� ,� � , r A'rrACHMENT ( A BL Force Factor 1(Clrl 0.5(k14 4 GPM AVAILABLE `; °,' STAFF :� r a --d O 3- \4'0 V o 19 ��, o,' � z� •. STEELPIPE ; � (�- t - ? P ♦ ' - PREPS X ; i �,t PY / J LO O t3- LATERAL BRACE I \IVESB\TJI _ E8i - B Fastener Information a I -2 fE .1s 4 s"'5- O ~ 1 " � � t 1 �% 1 O 25 a CAUTION GAs 2__ m ,�,� I EF_5 FLAP Fastener Orientation NEPA T Type g THIS BUILDING IS PROTECTED BY A 1 1 , m 1 1 r:\ ; I +4 ' 1 •� "�, ' fi' , 1 P E 1Y° V Z HYDRAULICALLY DESIGNED AUTOMATIC METER 1 4 - Wi Maximum Load b00lbs+(272 kg} SPRINKLER SYSTEM. DO NOT ALTER 1+ - 114 8-0r 4-1 S=ID -- 4- TCILCO FIGy 1001 OR ADD TO THE SYSTEM BEFORE = Ex ' EP FAST CLAMP CONSULTING INSTALLATION DRAWINGS. O e -`�' .- y r Diameter b EP' 1d21n 13 mm) Al _..._ O off O OAEGO 1s � SYSTEM NUMBER . . . . . 1 _... I � O EXAM N O - , EPI 28' -.-.. .. STORAGE \ .::....t O I -- '�7 Length Minimum 4x Vlload)Vlemb?er O O 1 \ l LOCATION . . . . . . . . . ADDRESS « 1 O ° s ♦k L_ r`.. YP , . 7 e 0�tal Throu 11-8olt5 -1=i .�06 _. ............. . . 'o � Pi NUMBER OF SPRINKLERS 10 3 1,1 I i r'a,�;t Q r t EXPIRES: 1?131/2015 Brace Identification on Plans Si BASIS OF DESIGN ' : Orientation of Brace '_aaerl 1,4 s. 3-8r : p 1 0 2? �l 7 9 a4 + ~~ . n : 1. DENSITY . . . . .10 GPM/SQ.FT. 11-41:� 1. R42 Braced Pipe: 2,5"Sch.7 Stwl Pipe Load Information D OF RG 1500 SQ.FT. 14" _ s - 2 DESIGNED AREA DISCHARGE . -- 8 33 Size and Type of Pipe Total Length Total Calculated Load SYSTEM DEMAND I, �Y� AQ LOU O 40 1 J IST CO U I � So � � . J 1 - - � - 4 2.5"Sch.7 Steel Pipe (83.5 rnm) 3Uft(9.1 m) 811 lbs(36:kg) 231.9 GPM 32 i CQ... O O I k REVISIONS: 1. GPM DISCHARGE ,�.k al �, 1.25"Sch.T Sleet Pipe(3i1-TS mm) 33Oft(100.6 rn) 336 lbs (152 kg) ' - SRE ANAGE r ' y �j O O - - * A 0- - ' 4 A 21h" FIRE RISER A SEMBLY 1 7-1-15 FP ISSUE FOR PERMIT 2. RESIDUAL PRESSURE AT 6 ,I� , 1 r 1 1 , + 1 eR S TOR THE BASE OF THE RISER . . . . 51.7 PSI '► -- 1 `y 4 t -- 8 REFER TO FP1 FOR DETAIL t X1 4 -$ 5 tt C� 5- t - 4 1 1 6-8 - 12 Ort 2- - +2 N� : : T O O O 2 PARE �_ BOR 10" ELECTRIC BELL INSTALLED BY: ° v, HMT ^t O , WIRED BY ELECT. CONTR. _ O t i i S1 UG ----------------------------------------- - ------------------------ - - C - - - ----- - - - I 1 ____ 11 J Percentage added for Fittings and Sprinkrers 15% 62 lbs(28.12 kg) -----------------------J Total Adjusted Load of all pipe within Zone of Influence 479 lbs(217 kg) o-2 1 2 3 4 5 0-2 Crol-Brace Version n 1 FIRE SPRINKLER PIPING PLAN/N Tal-Brace Seismic Calculations Tol-Brace Seismic Calculations Tal-Brace Seismic Calculations FP2 1 /8 P1 = 1 P_0 4F HUNTER DESIGN&CONSULT HUNTER DESIGN&CONSULT HUNTER DESIGN&CONSULT Project Address: TLGARD PEDIATRICS 35634 6EHRS CIRCLE DRIVE E Project Address: TIGARD'PEDIATRICS 35634 BEHRS CIRCLE DRIVE E Project Address: TIGARD PEDIATRICS _.. 35634 BEHRS CIRCLE DRIVE E WARRENIVILLE,ILL OMOR B-Line IDTOLCO' WARRENW1E,ILL R B-1.Ine TOLCO WARRENIIILLE,Iu COMOR 8-Une eTQLCf� NO. DATE DESCRIPTION TIGARI} TIGARD _- 577-435-8108 _.. � __., 877-435-8108 TIGARD . ___ ,�, _ .____. _._._ .- 877-435-81418 GREGON OREGON OREGON Job#15086 Calculations based on 2013 NFPA Pamphlet#13 Tab TT 15086 Calculations based on 28'13 NFPA Pamphlet iV•l� Job# 15086 Calculations based an 2013 NFPA Pamphlet#13 Brace Information Tolco Brace Components Brace Information Tolco Brace Components Brace Information Tolco :Brace Components $0' 0"(2 38 m) Tolco Component Fig. Number Adjusted Load Maximum Spacing 30'ON (9.14 rn) Tolco Component Fig. Number Adjusted Load Maximum Spacing 80'0"(24.38 rn) Telco Component Fig. Number Adjusted Load McKINSTRY DIVISION: Maximum Spacing Pa 9 - --. 70" 2• F A Clam 279'bs(127 ° °' Fig.1000 Clamp(OSHPD' 463 ibs(210 k R N Fi s Maximum Brace Length. ( 13 rlltt) 9 P � -- �) Maximum Brace Length 7.0 (2I.3 rn} _ ._ J g Maximurto Brace Length? �} (2.1.3 rn} F tg.4 Clam, 269.bs(I.2>t kg) Bracing Material 14 Sth,40 Fig°80 Universal Swivel 1953 lbs(887 kg) Bracing Material 1"S4--h.40 Fig 980 Uriversal Swivel 1955 lbs(,887 kg) Bracing Material 1' Sch.40 Fig.960 Universal Swivel 1955 lbs(887 k(z) "Calculation Based on CONCENTRIC Loading o 'Calculation Based on CONCENTRIC Loadirsa ' "Cslcule ion azed on CONCENTRtG Loading FIRE PROTECTION Angle from Vertical 45 Min. Anile from Vertices[ 45 Min, tingle from 45 NIlfS• N "Please Nate:These eslculatiors are for Taco carnpar.=eats antyr.Use of any "Blease Vote:These calculations are for Tcaeo components.on�y. Lisa of any *P lease Nate:These calculations are for Tt,aCB campor�ents only. U�of any other wrnponents acids those cal euletians mid the listing of the assembly. N other oomponents Yids these calculations and the'isting of the assembty_ other=components,meds these calculations and the zisting of the assembly. Least Rad. of 6y ration 0.42"1(11 mm} - Least Rad.of Gyration 0-42. (11 mrn} feast Red.of Gyration OA2' (11 mm} Assembly Detail Assembly Detail � _e Assembly Detail DESIGNED BY: GM UR Value 200 TOLCO nG.sea LIR Value 200 LIR Value 200 Tor;.CO FIG.� DRAWN BY: GM kJh IVUkSAL SWAY BRACE C3 UNIYTRSA.L SWAY BRACE'-'`�� p Max Horizontal Load 1310 fbs (594 kg} ATTACHMENTTxP. Max Horizorrtat Load 1314 fbs (594 kg} TOLGo Y R 913 Max Horizontal Load 1310 lbs(594 k4) ATTA+CHMEKT T�"'P. IINiVI�t'SAL SWAY iLIR,4CE Force Factor(Cp) 0.51144 STEEL FnPe_ Force Factor(Cp) 0.5044 ATTACHMENT Force Factor(Cp) 0.5044 STEEL PIM E CHECKED BY: TK LA-ffM BRAC± ST'EF_LPIK LAnR&gRA JOB NUMBER: McK# LATERAL BRACE Fastener Information Fastener Information � Fastener Information DATE: 7-1-2015 Tosca FiG,aA - TOCCO nG.4A SCALE: 1/8" = 1'-0" Fastener4rientativn NFPA Type H PLPE CLAMP, 4A FastenerOri�entation NFPAType B -' Fastener Orientation NFPA T}ape H PIPE KP FOR OR SWAY OPACING t.- < SWAY i"Cl NG 6OID lbs(27 } Maximum Load tlgp Itl.s(200 k� i Maximum Load 600 Ibs(272 k TOtCQ FIG. 1000 Maximum Load , FAST CLAMP' ` Diameter Diameter Diameter ' 1/2 m. (13 mm) "--- ,�-- 1,(2in.(13 rnrnj lf2in.(13 mm) .wF>s SHEET TITLE: I`f Length fulinimurn 4x Wood Member Length Minimum 4x Wood Member Length Minimum 4m Wood Member Type Dual Thnou h-Bolts- Fi .906 Type Dual Through-Bolts--Fi ,906 Type Dual Throu h-Bolts-Fi .9116 TIGARD Brace Identification on Plans 52 Brace identification on Plans 93 Brace Identification on Plans s4 Orientation of Brace Lon itudinal Orientation of Brace n era Orientation of Brace Longitudinal PEDIATRICS Braced Pipe:2,5" Sch.7 Steel Pipe Load Information Basted Pipe:T'Sch.7 Steel Pipe Load Information Braced Pipe:2"Sch.7 Steel Pipe Load Information SPRINKLER PLAN Size and Type of Pipe Total Length Total Calculated `Load Size and Type of Pipe Total Length Total Calculated Load Size and Type of Pipe Total Length Total Calculated Load 2.5'•Sch.7 Steel Pipe (63.5 mrn) 80ft(24.4 m) 21.4 lbs(97 kg) 2"Sch-7 Steel Pipe (50.8 mm) 3Oft(9.1 m) 60 lbs(27 kg) 2"Sch.7 Steel Pipe (50.8 mm) 80ft(24.4 m) 161 lbs(73 kg) 1.25'Sch.T Steel Pipe (31.75 mm) 330ft(190.6 m) 336 Its(152 kg) SHEET NUMBER: Percentage added for Fittings and Sprinklers 15% 32 lbs(14.52 kg) Percentage added for rittingts and Sprinklers 15% 39 lbs(26.76 kg) Percentage added for Fittings and Sprinklers 15% 24 lbs(10.89 kg) Tata l Adjusted Load of all pipe within Zone of Infiuene a 246 Ibs(112 kg) Total Adjusted Load of all pipe within Zone of influence 456 lbs(21}7 kg) Total Adjusted Load of all pipe within Zone of Influence 185 las(84 kg) ITol-Brace Version 71 1741-tlrase Vwaion 71 Fro!-Brace Version�1 FP-2