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Plans (25) FPS2O18 -00166 RECEIVED ED NOV j 4 2018 i =U 1 - ' -- ON \ \ PREACTION SYSTEM NOTES: GENERAL NOTES: w =1_ VICIYITY MAP , \ / 3.4.10 PREACTION SPRINKLER SYSTEM. A SPRINKLER SYSTEM EMPLOYING AUTOMATIC OO FIRE PROTECTION SYSTEM TO BE DESIGNED AND INSTALLED IN '1 PROJECT O \ \/ �� SPRINKLERS THAT ARE ATTACHED TO A PIPING SYSTEM THAT CONTAINS AIR THAT MIGHT ACCORDANCE WITH THE APPLICABLE BUILDING CODES, STATE NTS AND LOCAL FIRE MARSHALS REQUIREMENTS, NEPA 13, 2013 LOCATION \ // OR MIGHT NOT BE UNDER PRESSURE, WITH A SUPPLEMENTAL DETECTION SYSTEM ®ALL ELECTRICAL WIRING OF FIRE PROTECTION SYSTEM AND ° \ `V `<` INSTALLED IN THE SAME AREAS AS THE SPRINKLERS. COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. t / le.//t?. FIRE HYDRANT (E) / tc� GALL PAINTING OF FIRE PROTECTION PIPING AND RELATED .�• / COMPONENTS TO BE PERFORMED BY OTHER TRADE DIVISIONS. \ 194AI 7.3.2.1 PREACTION SYSTEMS SHALL BE ONE OF THE FOLLOWING TYPES: ®ALL INSULATING OF FIRE PROTECTION PIPING AND RELATED \,; , \ ,Y,�� (1) A SINGLE INTERLOCK SYSTEM, WHICH ADMITS WATER TO SPRINKLER PIPING UPON COMPONENTS TO BEO PERFORMED BY OTHER TRADE DIVISIONS. ' \ OPERATION OF DETECTION DEVICES %SPRINKLER PIPING TO BE HUNG AS PER NFPA 13. ,/ CO / n "E , t `" , \ rc0 ' ALL WELDING TO BE DONE BY A CERTIFIED WELDER IN A / sty s,., 4-a \ \ D (2) A NON-INTERLOCK SYSTEM, WHICH ADMITS WATER TO SPRINKLER PIPING UPON FABRICATION SHOP PER NI PA STANDARDS. °N,,,,, '‘,/ 5 g4,,e,.� 1 t /1`� ` OPERATION OF DETECTION DEVICES OR AUTOMATIC SPRINKLERS ® SYSTEM TO BE INSTALLED, TESTED, AND FLUSHED per . . \ c�� fLOW TEST INFORMATION (3) A DOUBLE INTERLOCK SYSTEM, WHICH ADMITS WATER TO SPRINKLER PIPING UPON NFPA 13 STANDARDS AND LOCAL REQUIREMI NTS. JQQQ STATIC: #12 PSI \ OPERATION OF BOTH DETECTION DEVICES AND AUTOMATIC SPRINKLERS ©UNDERGROUND AND ABOVEGROUND PIPING TO BE HYDRO- STATICALLY TESTED AT 200 PSI FOR 2 HOURS. ® 4� RESIDUAL: 111 PSIw: I ® MEET FLOW: 1767 GPM r7._______--------------------- S \ F/ ` 7.3.2.4.4 ALL PREACTION SYSTEM TYPES DESCRIBED IN 7.3.2.1 (2) AND 7.3.2.1 (3) SHALL ALL SPRINKLER FITTINGS SHALL OR EXCEED THE CITY WATER / • 7 MAINTAIN A MINIMUM SUPERVISING AIR OR NITROGEN PRESSURE OF 7 PSI. REQUIREMENTS OF NFPA 13 TABLE 6.4.1. j \ �y 1a ALL SPRINKLER PIPING SHALL CONFORM TO NFPA 13 TABLE 6.3.1.1 WATT FIRE PROTECTION STANDARDS AND LOCAL REQUIREMENTS. I DATE TEST TAKEN: 3/16/18 \ \ �i T / 7.9.2.8.1 DETECTORS FOR PREACTION SYSTEMS. 11 SPARE SPRINKLER CABINET AND WRENCH TO BE FURNISHED PER NFPA 13. UNDERGROUND: 12" CIRCULATING ROOM NM 4 g•- • ORIFICE: 2-1/2" \ \ �1' 7.9.2.8.1 .1 THE RELEASE SYSTEM SHALL BE DESIGNED TO OPERATE PRIOR TO ®ROOM OCCUPANCY AND CEILING HEIGHT SHOWN AS: I RMI F.F. ' (F ®DOMESTIC MATERIAL NOT REQUIRED. ,,, ' �,, \ J SPRINKLER OPERATION, UNLESS DETECTORS MEET THE REQUIREMENTS OF 7.9.2.8.1 .2. . - m SPRINKLER HEADS ARE NOT CENTER LINE OF CEILING TILE. • / \ * \ \ \ (A) DETECTORS SHALL BE ELECTRIC OR PNEUMATIC FIXED TEMPERATURE TYPE WITH ACTUAL LOCATIONS OF SPRINKLER HEADS WITHIN CEILING TILE MAY '/ •� TEMPERATURE RATINGS LESS THAN THAT OF THE SPRINKLERS. VARY DUE TO CONSTRUCTION CONDITIONS. (7c-°', (B) DETECTION DEVICES SHALL NOT BE RATE OF-RISE TYPE. 15 ELEVATION OF PIPE SHOWN AS [+0-0] IS FROM ABOVE FINISHED FLOOR • FLOOR AND ELEVATIONS SHOWN AS [*0-O] ARE FROM BOTTOM OF y •\ �� TOP OF STRUCTURE DOWN. .' \ \�y �� 8.17.4.4.1 A TEST CONNECTION SHALL BE PROVIDED ON A PREACTION SYSTEM USING ,6 PIPING: STEEL PIPING CONFORMING TO NFPA 13, ASTM A135 ih \/ Q� , ® SUPERVISORY AIR. AND / OR ASTM A795. <022> \ 1-1/2" AND LARGER MAIN PIPING: SCH 10 -- T G 11 .2.3.2.5 DRY PIPE AND DOUBLE INTERLOCK PREACTION SYSTEMS. GROOVED ENDS WITH WELDED OUTLETS. �' �0 •� �/ BRANCH LINE PIPING: TREE BRANCH LINES Cp> Oki FOR DRY PIPE SYSTEMS AND DOUBLE INTERLOCK PREACTION SYSTEMS, THE AREA OF SCH 10 - GROOVED ENDS WITH WELDED OUTLETS. f 43'/ SPRINKLER OPERATION SHALL BE INCREASED BY 30 PERCENT WITHOUT REVISING THEBRANCH LINE PIPING, ARMOVERS, DROPS AND SPRIGS: DENSITY. SCH. 40 - THREADED ENDS WITH THREADED OR WELDED OUTLETS. i' © IN ROOMS NOT EXCEEDING 800 SQ FT AND OF UNOBSTRUCTED /./ I % 63FF�• CONSTRUCTION, SPRINKLERS SHALL BE PERMITTED TO BE LOCATED PREACTION SYSTEM DESIGN NOTES: NOT MORE THAN 9' FROM ANY SINGLE WALL. IN LIGHT HAZARD ONLY. . / ON AS PER NFPA 13 8.6.3.2.4 Sc .1 BUILDING 1 SINGLE PREACTION SYSTEM 18 ON SYSTEMS WHERE THE PRESSURE AT THE SPRINKLER EXCEEDS '/. VA ELECTRIC ACTUATION DETE T R (DEVICES PROVIDED ANDINSTALLED BY OTHERS) 100 P.S.I., BRANCH LINES SUPPORTING SPRINKLERS IN A PENDENT C CC O S ( C S OV ED ST O S) POSITION BELOW A CEILING SHALL BE SUPPORTED BY A HANGER • /• SINGLE ACTION SYSTEM DOES NOT REQUIRE A 30% DESIGN AREA INCREASE THAT PREVENTS UPWARD MOVEMENT OF THE PIPE. AND THE + ./ / SUPERVISORY AIR IS REQUIRED BY PRODUCT MANUFACTURE UNSUPPORTED LENGTH OF PIPE BETWEEN THE HANGER AND END ♦ / '• TEST CONNECTION IS PROVIDED DUE TO USING SUPERVISORY AIR SPRINKLER INA PENDENT POSITION SHALL NOT BE GREATER THAN UNDERGROUND PIPING N . .O / 12" NFPA 139.2.3.4.4.1 & 9.2.3.5.2.1, AND BRANCH LINES SUPPORTING / PENDENT SPRINKLERS BELOW CEILING SHALL NOT HAVE UNSUPPORTED • ARM OVERS THAT EXCEED 12". AS PER NFPA 13 9.2.3.5.2.1. _ / / ALL UNDERGROUND IS EXISTING ' ' 3 s SPRINKIT POINT OF CONNECTION * FIRST FLANGE ABOVE FLOOR • SCALE IN FEET SITEPLAN IS SHOWN FOR HYDRAULIC PURPOSES ONLY / !' 1 �C Prepared For: SPRINKIT 4) RISER KEYED NOTES / . • �� •/ JOB NAME: PWCC I 4'-52" JOB#: 2018 r Q 6"FROM CITY WATER SUPPLY lE) • DATE: Nov-18 0 , , Q 6" TO REMOTE FDC(E) / PREACTION SYSTEM VOLUME Q 4 3" WET SYSTEM RISER(E) •1 SYSTEM 1 - / I II O 3"FDC PIPING AND VALVES (E) 4 SPRINKLER HEAD CABINET WI MN 6 SPARE HEADS(E) / PIPE PIPE VOLUME FEET OF VOLUME 0 g:". Q ELECTRICALAR I BELL (E) •/ / • SIZE SCH PER FT. PIPE TOTAL i"�e°X 10 . Q GUT IN NEW 3"GRVD TEE A I 3' BFLY VALVE ELECTRICALLY SUPERVISED NORMALLY OPEN • 1 40 0.045 16 0..4 i 7 ' 1 1l4 10 0.085 140 11.88 (�� 3" TYCO DY-5 DELUGE VALVE SINGLE INTERLOCK "'... 9 9 SUPERVISED ELECTRIC ACTUATION W/TRIM: �, 3 10 0.433 91 39.40 ■..4. , a.od <>„ Q) A ` WATER SUPPLY PRESSURE GAUGE \ o.00 "�� .11::%111411�3 - DIAPHRAGM CI-IAMBER d.0a �- �t PRESSURE GAUGE X a.aa ©Q . . - / : ". ® 3 �. - DIAPHRAGM CLAMBER COMJECTIONS / .7 - MANUAL CONTROL STATION d.dd TM' I W E3 E3�F3 ,e ,, O7W - ��� 4 -1 1I MAIN DRAIN VALVE I /• 0.00 ,1 SYSTEM DRAIN VALVE 0.00 SPRINKIT TIE-IN LOCATION'', 3 ."" \ • 7O.aO ALL OTHER IS EXITING 'a-' '� 0 ALARM TEST VALVE �� ox/ 0.00I II. 1 - � •/ �, 0.00W " I :' R, r�<0 �+ AUTOMATIC DRAIN VALVE • = ° SYSTEM AIR PRESSURE GAUGE ___,--- 4)4 PN 77-77- a.ad 0.00 I I I: I ,t AIR SUPPLY CONNECTIONS I i• 0.00 LOW AIR PRESSURE SUPERVISORY SWITCH / / Z. TOTAL 52,00 I WATEWLOW PRESSURE ALARM SWITCH (P610-2) 2"MAIN DRAIN TO EXTERIOR / IF THE SYSTEM VOLUME OF THE PREACTION SYSTEM IS Q► PIPE STAND ` / y 500.00 GALLONS.OR LESS,A QUICK OPENING HYDRAULIC PLACARD W/SYSTEM INFO �� DEVICE WILL.NOT BE REQUIRED AND THE 60 SECOND RULE WILL NOT APPLY. OO f�> FLEXIBLE COUPLING TOP AND BOTTOM OF SYSTEM RISER 4 WAY EQ BRACE AT TOP OF SYSTEM RISER / AIR COMPRESSOR CALCULATIONS WORSE CASE : ' / Z. I / r NSYSTEM i _ , �� 3° TO PREAGTION SYSTEM / �' SITE PLAN SYSTEM VOLUME' 2000 CF 012= 0.62 CFM 115V SINGLE PHASE GENERAL MODEL OL11016ACT / RISER DETAIL TANK MOUNTED AIR COMPRESSOR CAPABLE OF MN 0b2 CR-1 / N oi - . / / • SCALE - 1" = 30'-0" AIR COMPRESSOR PERFORMANCE CALL 10 AIR MAINTENANCE DEVICE - AMD-1 WI: 30 0 15 30 60 (1)CONVERT GALLONS TO CUBIC FEET 3/8" = 1' - 0" NOMINAL SUPERVISORY AIR PRESSURE OF 10 PSI (1 GALLON EQUALS 0.1335 CU FT) ). 1/2"FLEX HOSE CONNECTION ,��� A\�,\GAS / 3 0 1-1/2 3 6 Q GC �\N ANQ O\�� / / • 52.00 '0,1335= 6.94 CU C (2) DIVIDE THE SYSTEMS CUBIC FEET BY COMPRESSOR CFM r, SIGNS AS REQUIRED Q� cyc • pR , _ / TO OBTAIN NUMBER OF MINUTES TO FILL DRY SYSTEM 3 S = 1'0" d ALL ELECTRICAL WIRING BY OTHERS J 6.94 DIV BY 11.125 MINUTES V ,,kp )\, A Gp� 0 Sp.. tllrk\--- , ' SCOPE OF WORK : I S eF,R \pGP *,p�� / - • I , F, ASO eRp / �• SPRINKIT FIRE PROTECTION WILL INSTALL NEW PENDENT AND UPRIGHT SPRINKLERS IN NEW TENANT ROOMS AND AREAS AS SHOWN ON PLANS. S'ta� PI / / , /• THE EXISTING OVERHEAD FIRE SPRINKLER SYSTEM AS REQUIRED TO ACCOMMODATE I / ' j;-:. THE TENANT MODIFICATIONS. ALL EXISTING PIPING WILL REMAIN IN PLACE AS Arreor / z• CURRENTLY INSTALLED UNLESS NOTED OTHERWISE. � ; °� / ADDITIONAL UPRIGHT SPRINKLERS WILL BE ADDED WHERE REQUIRED FOR NEW FULL /� `\AL,gR / / / ' HEIGHT WALLS. SPRINKLERS WILL BE ADDED W/ MECH TEES. til 1311711,841/101, ,' A NEW ELECTRIC ACUATED SINGLE PREACTION SYSTEM WILL BE INSTALLED IN THE V %61,, ' 7 7 • NEW VAULT. THE ACTUATING DEVICES WILL BE BY OTHERS. (96.< / . NO / /' / /. PLEASE PROVIDE SAVES E FDC (Eco-:ai /' • COMPLETED NFPA 13 FIRE HYDR N' ( '\ ,,,,,0%.__.„/ MA'rERIALANDTEST CERTIFICATE AT ,<At �y FINAL INSPECTION PE c- / / / 115122018 I ,_ OREGON OFFICE COP I /• vF R), L 0• 0'�'�P� wr.D FU O CODE COMPLIANCE 7 `EXPIRATION DATE:12/31/18 f Appsovc&NU i Y OTCs . ( j • SPRINKLER SCHEDULE & LEGEND Pcrtr�lt3 �t!11 • on J r h ISYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# EscuT'cw. Address .c , , r ._ ,- � ) P,..J I o - PEND BRASS 200 5.60 1/2" (E) (E) SSP N/A Suite �+ l.�f.� �i Is; 10 PEND BRASS 200 5.60 1/2" TY323 TYCO TY-FRB N/A O 22 UPR BRASS 200 5.60 1/2' TY313 TYCO TY-FRB N/A $x' ,. , � ` �'a Q 26 UPR BRASS 175 5.60 1/2" TY3189 TYCO CC2 N/A • 26 PEND CHROME 155 5.50 1/2" TY323 TYCO TY-FRB RECESSED NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES • 18 PEND CHROME 155 5.60 1/2" TY323 TYCO TY-FRB RECESSED The records of this organisation show that 10° Zi.rk r--c-te 1 SIDE CHROME 155 5.60 1/2" TY3331 TYCO TY-FRB RECESSED Robert Knight Jr. ie certified inn the technical area(s) D 3 SIDE BRASS 200 5.60 1/2" TY3331 TYCO TY-FRB N/A ■ater-Based Systems Layout Technician Certification No. Certification(a)Valid Thru 00301 / LEVEL III 100164 04 / 01 / 2021 HEAD CABINET WITH MIN. 6 SPARE HEADS TOTAL COUNT PROJECT 106 ISSUES & REVISIONS A PROJECT NAME: N NO DATE DESCRIPTION 7560 S�DUR�M RD <<O�; AX 11/2018 FOR PERMIT / INSTALL TIGARD, OR 97223 DRAWING TITLE: 4 FIRE SPRINKLER SITE PLAN DATE 11/2018 SPRINKIT Job No. 1 2018 s 01 234.5618 1 I NOTICE DESIGNER B KNIGHT FIRE PROTECTION IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE HEAT ADEQUATE TO PREVENT S P RI 11 K I T SCALE As Noted P.O. Box 2227 Oregon City, OR 97045 SHEET FREEZING THROUGHOUT WET PIPE SPRINKLER SYSTEM AREAS AND ALSO IN TRAVISSCMWEITZER office: (503) 272-6650 FP1 OF 3 SCALE N FEET WATER SUPPLIES TYSPR SPRINKLER SYSTEMS.OTHER TYPES OF VALVES CONTROLLING FIRE PROTECTION CONTACT (503)272-6650 OR CCB#211320 SEE FP'3 FOR ALL 1" ARMoVE SWAY BRACING DETAILS TEE UPRlc 4T HEAD AND CALCULATIONS BRANCH LINE- .--- III .4II1■li- 1 x I x 1/2" BULL Tee \ \ c--)2 3 1 C2) 3 1" DROP 0 PLAN SYMBOL =Q UPRIGHT=Q 1/2" REDUCED COUPLING PENDENT = • 2-1 �° 4 r 1» 3,_4.3. _8 8' 8' �5'-4" 6'-4� �� 1'-10� 10 - = 8'� r-.1.-* X , n1„ FP2 1» [I) ' PENDENT HEAD �4'-11 12' - - 9 "�{�4'-8» g'_3�»� 4'-'» -5'4'11-4 r 8 5 -fit �I I Y U L I U 1 a J M R. EMS. • ■ R , h 4 - a / I 3■MMINiCA EONS r I -� / 1 Ir •117 I 1.• ■yam _ CONFEf'ENCE 2 x HK1 - / �.• I l�', � ., I J I .I I. f.1�.- - 7 .'11��0 � � ■Yi. - �lN _ - � / -�- '® �-- •Qr.© � I N�. -rill \ , [f0 / 1,. 1, , IDETAIL of UPDOWN H � AD - I � - ,� - �p � , AD l.. ® ,�� �� 2O AY, I ;,� - ��./ '� w�� A.F,•. `,ti. `� • j� :.--- +? NOT TO SCALE SEE 2ND FLOOR FORt , • c o (�] tD . . * 1 1 . - �, /. / a�� jr\ J? o >IUU SPRINKLERS THIS AREA i` , . .�. . . . . W . I. J { LW� ...■�..' Lt 1.2. ■ , ■ . ■ •1't. . ■ . ■ • cI . . , ' ' i ■ � . : . ::�'�. ..- - - - . . . - . • , ..- i-✓r 613_j 4_31fg, aEN ro sTRuc1URE �� -.� �-- - : a-7 6- l B 7-, s-1D s-z 4 . -2-/� . • c {-9 - I-$ i �0 -. / I I 1 1:.�., wllfi ,r� \ �, !�\ �:. i _ 1116 1 / ' I k33 4. � 1 / f� / . . ,I/ t � iv-wa_ ./ I �Ydr/ �.��s_��aa:a 7r YT sin_ ir�,� � a i:' +/ 26' 4 1, AUL W HENUEN 1 t v 1CV 1tvi w , „ �1 ■■�� '.CLC r A.F.F. /. _ vvr n+EOH TEE I /��. I Lt2 8 `� o 1143-.121,6:-,101:: ` �17:41 _ii.uiE 1` 1 , „•. , , \�fitlll gi4 \ IADyE 'V EP`PIQENT �- { - OPEN TO STRUCTURE - I / ♦ I ► ��.• s , r tVltlai tt 0-fi t 1 2 • > r,: 09# FFICE 4' /= 1gialii0 I TYPICAL OF 16) I 1 1 2 �� i /�1� .ra, - f ` TY ICAC OF 16r / �1 �1 ' Is. i '+ '@iiI/a �� / ---- ^� k ' / oFFrcEs ^� f )��Calculation results for Design Area 1 VAULT , _ �., , , hs / I ,r- , / ° 122 « ,� INThis system as shown on Sprinklt Fire Protection company print no FP2 dated 1116/18 _ ® D04. / ;� R1 �1. � ii` -4' 41 ,,,,. .00. ,_.,.t,...1-f, •-.. •-1 .r-, + \., IG J BRANCH LINE (E) MECI"1 TEE • F-1 / B, B, i8 6 1 ' 4� 10' 0' $� bI, mfor PWCC at 7560 SW DURHAM RD FF �. I k 1 0 • � • 14 _ LokirO / r r AT AF.F. b y / 2 2 .Nn.v .aa.ory..e•'B. , _ _ , 6 = �\ i - ■ 1 . ■ 1 T 1 1 • 1 1 2 1 �' :1 contract no 2018 is designed to discharge at a rate of 0.2 gpmlft (UmiNm 1 of floor area over a / ` , I , -I , II .I1 i•11 11 1 ' II II II II 11w■ 1 ., \ , t t-1 .,, o O t ta maximum area of 1565 ft2 when supplied with water at a rate of 419 qpm at 91.5 psi at the base of the riser. . /, 1 2, eo ' 1 L 1 -1 .✓ s r v v ti ' ' ' '�''� ' P;t o '',r rs Ira- tid/ � .� I 1 r 1 �'ri1i� - r '\ �' 6-&LK 8-7 B ..8 T1 T-i T=2'a G=!tx -r :-. 2 3-0 5-912 1 6-11: ' 3-0'2 4-31 _ _Hose stream allowance of is included in the above. N 1. ,• �I�// r !� > C .I e C 4� . . I�tO j3 1-5 -5 2 i 0 o, - .. 8'111 ,v 11, X8'1 w X8'11, "� ■ _ i ■ ■a. ■ ■ a ■ a ■ ■ ■ I o, 0 . 11 1 Occu anc classification: OH 2 Number of heads flowin 16 ®• , 5-Iii% 3"RiSer(e}� .I , , ///® Q D-�r `' �/ �� ��:.•�iid► . _ DROP ,,,■` - 7 1 . . . . ds , . . �~IP Y g = 1 0 o o I ' o _t o ►+ ," ,5-3 z r , , Commodity classification: System Type: Dry ri, _« , Maximum storage height: Maximum velocity: 25.27 ttls 1 E) t 1 - Ff ' ' ' ' ' ' °" /,. ! ;� ADD NEW UPRIGHT • , Storage arrangement: EXST,MECH. _ + W 1 ow ' L - - _ I ,�` iv W/1V11 CH TEE- _ ADD NEW MEi;I �t M CJI ewEn(�129 t O ,� O '� _ 4'-4»--'11-5'-1 " -I,• 1 I L3 ) ,��. _ Y' DROP D TO ,,yrs HALL4 P gpmPressure Required at Source: 91.5 psi "� �, )' _ (TYPICAL OF 3) - " ry4 +/- u'-4' Flow from In-Racks sprinklers: 0 I . . ) / HALL O VEL 1 °�" ry 122 AF.F_._ -� Flow from Overhead sprinklers: 419 gpm Pressure Available at Source: 111.8 psi - % /7J 1 ) __r_.- - u_ .1 - _ liji ' k I urENTDS,RUGTIIf�Flow from Inside Hoses: 0 9Pm Surplus Pressure at Source: 20.4 ps1 C{T111 I 1 , , I I �I } 4 !- ii- Ilk -'- x, �1 C''�� 9�° ELL - „ _ ` Flow from Outside Hoses: 0 m . 1 }Ts)) - • t 0 / �,1 I I ,__a.-3----42-4I I --------r I it Other fixed flows: oapm /, /i n 1. O / O J sm S ELL �1,Id ` E�X /(/� / 11. / t ■ ■ ■1'/7.. ■ ■ . .... • ■ . . r ■ 1'i■ ■:a 1'2t. . ■ . . ■. ■■�'i•■ ■ . ■ ■ . ?:� ■ ■ ■ 1'� . Total flow In system piping: 419 gpm i.4. e� /- ) _ _ �� •Price ' , I r , ■ f. ■°. � . . . . 8-7 8-312 7-11 2 8-4 8-9'2 B-5 8-412 itY T ,v T - 1 _ x Q" ►� 1Its 6� t'2►r� �-t6 �1*2 ,7 4: X71: 4-10 -7 1 1 Additional flow at/be and source: 250 gpm , ° o o F 0 1- 9P 1 -11� ) ---TI. T VAULT' ORAGE �1 D �� �'� . Total of all flows: 669 m Fhb 17' 1 - / } iJ - I r - !Y� �' _ 1 u I _. .• 'r te\ - 12" 111 DROP �, � 1�r` LOUNGE - - - , , , , , , , , , , , „ - • ■ • - FIEaDERAIIMI _ l 1130 1 f - g / ) ' 7 K I4 9I_r - _ CEILINCs OFFSET�XIS=FINGtiivE / + t4'-4' ■ Calcuiation results for Design Area 2 - 1ST FLR OFFICE AREA 6 O 0 A.FF. „ / 'fro -5 _ This system as shown on Sprinklt Fire Protection company print no FP2 dated 1(16118 DESIGN AREA REDUCTION 1 ) ; % ' \ I* I x 1/2 REDUCED COUPLING USI G-3ACii-TO-BACK 90 ELL'S / F.F. - P y .wu•,,,.v.� I - _ / OPEN TO STRUCTURE !r?" ' for PWCC at 7560 SW DURHAM RD 13 -- -- x \� .'1' k All. o,+,ro■uvo ro•rrrmn,,F • --'' .-T.' _'-- - - x {I - ' - contract no 2018 is designed to discharge at a rate of 0.1 gpmlft2(U i at t z)of floor area over / ) -- -- -- ---- -- 1 rj �� PENDENT HEAD N. o o ,- o _ a maximum area of 944 ft2 when supplied with water at a rate of 225.6 gpm at 87.7 psi at the base of the riser. uar " •.n.,•a,<T,o /- ) TT-- -- '.o . • • • . .■■ was "s.�. .I I _ �r",Ta• twn,�jgalr ) - - --- �_ • ---- -- ---- -- x III 1 zX��AA�� - ---- Hose stream allowance of is included in the above. w.m+•., / / -�' �� x 11 1 • �[ 11 ( 1 1, - • ,� 11 2. • . _ ( 1 t , ]1�- - -_ l'2.-.-..., 117r _ Occupancy classification: LIGHT HAZARD Number of heads Bowing: 12 .,mm�,r K y�C �:�C ° " ° ° • ° ■ • r�`C - , ■ ■ P y g: ) Tl I (- I ,- / u-urr"a _ 1 6-812 8-7 •6-0 2 8-7 8-312 - -1 8-31: 7-4 6-1112 8-5 8-412 ,.tla ) �__ �� 0 ' • T I I .D- 1-1 0- Commodify classification: System Type: Wet ,o ,.,,, ,, / Ll K DETAIL \\,/ ' Maximum storage height: Maximum velocity: 32.66 ft/s I,. a•35 J /7 '# ) - 0 -- - O• -I -- 0 K ii•. "I� o f HEAD ROUTING a / I i\ II - 9 0 I ' Storage arrangement: ••••,,, / ) T 1 - \ LOADING / i I o � \\ I ADD#BEW PENDEN f c . ■ • , ■ , ■ , ■ x - Ic----y w!I"IEGH TET HALL1 "�'" �5'-8,1"--7-6'-7"---T-C-7 6-1 • ! _ �7 -7 $- 5-' >< � AROUND OBSTRUCTION - / RELOCATE •EXISTING , Flow from In Rack sprinklers: 0 gpm Pressure Required at Source: 87.7 psi + - er a9'1 > _ Kb (TYPIC AL OF 6>' 1106 I Flow from Overhead sprinklers: 225.6 gpm Pressure Available at Source: 112 psi ,»,•,nf,a. „axnw, IMAM, 4- �F� I UPRIGHT W MECH TEE Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 24.3 psi o :PM Ira ® ,.-,' _�' x OPEN TO STRUCTURE NOT TO SCALE / .ry , AFF. - Neal Flowfrom Outside Hoses: 0 gpm 1 r■,pr,u.n uworr r■, r,■1r/au > ;A.!, -7 �°6 - " / Other fixed flows: 0 apm 1 Mew PrIT I. u°°■ / - I ---- L I I . '4X ,• 17-- IV / A' . p / - `I� _ Total f€ow in system sin 225.6 m .yu •r, ,•,r■,■■,. - T 7! h r 1 Y piping:9 9P �� ' , 1 ' i OPEN TO ST1tUCIURE 1x h ,war«ol •rn•r *num / 0-9? . r-�1 cfr 1 t 1, i 1 / 4Pa bN 16. �1 I ___ 11 1+ *--.. . . .+L-%-.1.; r _t --T Additional flow at/beyond source: 100 apm ■D wA ata / ^/ / -N _ w `� a ./ • r�� • • • • • • • r �� ' ' ' •�' �_ 1 ••:, , I' t Total Of all(TOWS: 325.6 gpm ,tf„■r oy A 166 A + �'•i, 2- 2 �" a• • .4-812 •y r • ■ ■ r • .1-1r , r r ■ - „ SEE 2ND FLOOR FOR - �r -- O -- t- I - - 3^11 I I 8-7 6-D 2 $-7 8-31: 8-3 z • L �7-4 7-0 8-5 8-4 2 ISM SPRINKLE TS THIS AREA / ' " 1 -" 1 Icry~_ A. �" / d `- AFf. I ADD NEW UPRIGHT ( _ OPEN TO STRUCTIIftE -- rt -J. .M1 O 9 ' /---- i1B lZ? aA / _ _ T • _ to4E2 0 k� ADD NEW SIDkWALL W/MECH TEE- / I � f r., ,r 1 rix nn ,1.,:‘,..,,.,�A,\A�^...A A-'At. hk" _ A• A n A/c A AAI hi \ .`o �C1d , UNDER OH DOOR {TYPICAL OF 5) �I- - o -- HEADER i., 1 II fI . 1 �d IF 11.111T7-11 fil�fiI i T1 io-o'1 -6 -s 1-0 1-0 1 '2 Q� W/MECH TEEI 1 �r - AFF.HFJJIFFI r i I I I IIII;MI �, ,� (TYPlcfAL ter } �K+,^» ^ � ��� PFIiIIIIIiIIii R •* AF.F. , '�' 1.� . ., . , �1'�. . . .1.1'i . . �, .11i. 1.� . . if. . . . . ..w. . .1'i. , 1.� * . . . .1.11. �- RETURN BEND 13 61-65-,-1 cE t • Oi o - 0�` 6-81: 18-7 6-0 6-7 •8-31: 7-11 0_9 8-312 SgaYY �8-4 8-912 8-5 7.412 1'; • , Dr I 7 - - i 5-112® NOTE: I ROUTED FROM REMOTE /� J FOR PREACTION SYSTEMS,REGARDLESS F SYSTEM IS IN AN J RECE1yl - ADD NEW MECH EE BRANCHLINE N• AREA SUBJECT TO FREEZING OR NOT, -I tT ,,i,r DROP DOWN FGA _ . / BRANCI4 LINES TO BE PITCHED AT LEAST I/2"PER TEN 00)FEET j r +AFF4��• OFFICES ON LEVEL I _ / AND MAIN LINES TO SE PiTGNE )AT LEAST 1/4"PER TEN(10)FEET / OPEN TO STRUCTURE / "k / M ACCORDANCE WITH NFPA 13 8.16233. ;r -/ -�1 f/ L`�L°��1 / I I 1 : I I I I L��1 / _ r d . .1.1.2. . . . . .•1�f. . . 1 . .1.'; r . . . •11ii• ■ • ■ *. • . ..2. ••• , . ■ • ■ 1';■ . •-■ e.,; ■ . ..2. • • • .p ¢ a . . .... • . . - ...•1'i•.■• .• .1...• • ■ 1'� L / C IGN1 ENT �7'I - 0 6-812 8-7 6-0 -4 8-7 •8-312 ,,---a7-11 ■r 0-9 '9 7'C 8-4 F` ��-842- 8-5 8-4'2 AFP' i� / j //\• j j i�\ I _ TEST VALVE AT READILY iii, 1 1 „// t •// //' ._ ACESSIBLE LOCATION _1 _1 SEE 2ND FLOOR FOR _ "�/ /`// / /` `/`� // •b SPRINKLERS THIS AREA / - - `� '.`tip - 1 45' ELBOW -. OPEN TO STRUCTUNE t / 1 _ Imo,1 �' Po I.�, PLUG-FOR TESTING REMOVE _ if _-.- s^ I--4' _ I ■ .{.1:z■ . . . . .1'�_. j .0. . . . ■l'?. ■ .I. 0 ■ ■ ■ .1'a■ ■ . , .. •.f* ■ . ■ 1'i. rr 1' . . . ..2■ . : . 4. .1_ .-l's- _ 1. .■ .2... ■ 1'z. '■_ 6-812 8-7� 8-6 B-7 8-312 7-11 .0_9 8-312 8-4 8-912 8-5 I 8-412 _ CORROSION RESISTANT - OUTLET GIVING FLOW = L - EQUIVALENT TO ONE _ : ■4- SPRINKLER. _ r w+/- 4 EO2 wAft�11O�4 EQ. / , i I las I = 110t l ,}a 1100 j Af�O�fEW5i15EWW,4LC-, BREAK ROOM 1 JJ I UNDER OH DOOR A.F.F. IAF.F. OC .� 1�V1 MECH TEE OPEN TO STRUCTURE [2'$� •4 �°,k OPEN iO STRUCTURE s .-' (!TYPICAL OF 3) PREACTION SYSTEM TEST CONNECTION = . 'L�� - N.T.S. _ _ 0 . ,1.1:2■ • • 1'7 y ■ ■1'I6 ■1'7 ■ . -3'2 ■ ■ * . . • 1';■ ■ ■ • 112 . . . .... . .. . ..... . . .. •1'.r . • • 3-4 1:8.5--1 1121 att 6-812 -8-T 8-6 8-7 8-312 I 7-11 D-it: 8-312 8-4 i 8-912 3-41 8-412 1 sl* II H II H II II II II h II II II I I, II Ii II rr i T EXISTING OVERREAD SYSTEM INFORMATION: ISI FLOOR FIRE PROTECTION KEY 1) ORIGINALLY CALCULATED A5 A 51-1ELL AND CORE 2ND FLOOR 2) 20 / 1500 5Q. FT FOR ORDINARY RAZARD II \ Retaining Strap FIRE SPRINKLER PLAN EXISTING SPRINKLER PIPE - - 3) QR 1/2 ORIFICE 5.6 K 200 ALL HANGERS AND SWAP' BRACING ARE SPRINKLERS FIRE SPRINKLER PLAN EXISTING AND WILL REMAIN AS IS NEW WET SYSTEM SPRINKLER PIPE 4) 130 5Q. FT PER SPRINKLER BASED ON •-.••r- BEAM CLAMP 10,000 SO. FT. 1/8' = 1' - 0' 10,000 SO. FT. N 1/8' = 1 - 0' NEW HANGERS WILL BE ADDED FOR NEW t1PICALLT U EO FOR 2ND NEW PREACTION SPRINKLER PIPE ORDINARY 1-1AZARD GROUP II SPACING REQUIREMENTS REMODEL AS Si�OUIN - SEE NANCxER DETAILS STEEL BEAM i - - I - - I I 5) SYSTEM DEMAND: 392.46 GPM $9$5 PSI \ \ FLOOR I" I I-114" PIPINGS WI-TEN _ .'_ ; la! Retaining Strap NO BAR JOIST IS NEARBY r,, ,-a, 1 MISCELLANEOUS STORAGE: ALL THREAD ROD i BEAM CLAMP PER NFPA 13 TABLE 13.2.1 STEEL DECKING THE INTENT OF THE FOLLOWING INFORMATION, FOR PURPOSE OF THIS FACILITY, „' IS TO SET STANDARDS FOR STORAGE ARRANGEMENTS TO BE CLASSIFIED ASCI--D 8.5.7.1 Sprinklers shall be permitted to be omitted from skylights not exceeding 32 ft2 ?lt1:1 SEENOTE BELOW �� in area, re ardless of hazard classification,that are se crated at least 10 ft STEEL BAR JOIST `l / ORDINARY GROUP 2 OR LESS WITHOUT IN-RACK SPRINKLERS. 9 P by 1 1R I I I THE DESIGN DENSITY/AREA SHALL BE NO GREATER THAN horizontally from any other unprotected skylight or unprotected ceiling pocket. ALL THREAD RODMETAL SAMMY SCREW XP2o 0.20/ 1 500 SQ FT. PER FIGURE CURVE 13.2.1 8.5.7.2 Skylights not exceeding 32 ft2 shall be permitted to have a plastic cover. 3/8" A,T. ROD_ SEE NOTE BELOW 1) MAXIMUM STORAGE HEIGHT SHALL NOT EXCEED 12' /". _HANGER RING FOR STORAGE LIMITATIONS SEE TABLE BELOW.' �l I n 2) DEFLECTOR TO TOP OF STORAGE CLEARANCE: WI + II II 1► 11 II it 4Irl ttjtll►fjtjtl► y - � SHALL BE 18"OR GREATER. . . / II 1 it at ll IIS it /I IIP mai III Ill�ih►I►i►iryl► 1 i{ 1{ 1{/ 1/ 11 ►/11th 1►I111f111►yTlTyl�►'ft1Tt'f►1' I►'1'ITftlTtli'f'►' r Aukt 11111 3) MISCELLANEOUS STORAGE PER NEPA 13 TABLE 13.2.1 AS FOLLOWS: ' , ► 11111 I I I I$I/l u l l u l)l Er �I I I III I I i►i�►►i►i►I►i►i►r►i►�►i►pi►i►I►i►ill►I►i►ill►i►i Oi►Bi►i►1,►AI►Ni►i►i►i A i - - _ - ,HANGER RING CLASS I TO CLASS IV _ ��. STORAGE MAX DESIGN CURVE r STEEL BEAM i HANGER RING � i COMMODITY TYPE OF STORAGE HEIGHT CEILING HT FIGURE 13.2.1 ' -- BEAM CLAMP MIN/MAX CLASS I <=12' OH 1 D STEEL UL PIPE CLASS II Solid-piled, palletized, <=10' - OH 1 CONFERENCE 2 OFFICE 3 BREAK ROOM 2 CONFERENCE 1 "7' 1�EAM CLAMPSTEEL THI�VESS SIZE CLASS II bin box, shelf, rack, and ,10'TO <=12' - OH 2 Retaining Strap terN T SCLASS III back-to-back shelf storage <-12' 01-I 2 ALL THREAD ROD I X20 122-16 I UP TO 2-1/2' CLASS IV <=10' OH 2 STEEL DECK SAMMY X PRESS XP20 HANGER ASSEMBLY CLASS IV Palletized, bin box, X10'TO<=12' 32' OH 2 I I I 'Ns " I Ill N T S shelf, and solid-piled r I 1 - . ..ema.....m.•.......... ,.•.•.•.•,..•..❖. ......... . . ... 1. GROUP A PLASTIC STORAGEil ELECTRIC ACTUATED SINGLE 0UNEXHANGER RING CARTONED Solid-piled, palletized, <=5' - OH 2 PREACTION SYSTEM IN VAULT i "/ j PANDED bin box, shelf, rack, and AND EXPANDED back-to-back shelf storage ADA RR • • VAULT STORAGE '•`'• WAREHOUSE HALL 2 EXPOSED Solid piled, palletized, <=5' OH 2 '•• / `" /' UNEXPANDED bin box shelf, rack and r $i • r �•,"�'+�•. / ' ' I - JOIST WITH SAMMY - _ "IMF,. I - I J01ST WITH SCEW TYPE HANGE ASSEM3EY AND EXPANDED back to back shelf storage L J <,",c, 4 a" minimumi. -2" MIN S I D E WI N D E Sc E W A S SE V 3 L Y TIRE STORAGE 77506 PE PENETRATION OF SCREWS INTO WEB IS ALLOWED 11-12-2018 1_1/4• THIS OPTION WILL BE USED SATISFYING THE 2' EMBEDMENT On floor, on tread, <=5' - OH 2 o BUILDING SECTION OREGON 3/8' } I � REQUIRED BY PRODUCT MANUFACTURE LISTING or on side 118' • 1' - 0' `--5,1, �c\�� 0 1 Hat` Sheetrock Ceiling TIRES Single-, double , or <=5' OH 2 multiple-row racks SPRINKLER SCHEDULE & LEGEND F�Ry O a ��P on tread or an side ISYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# ESCUTCH. I 3" max. for flanges i 2' wide _ ��yy lli�rr ="_ FEND BRASS 200 5.60 1/2" (E) (E) SSP N/A I EXPIRATION DATE:12/31/18 }" max. for flanges < 2' wide , 51UEYYINDLee R SEE SIZING CHART ROLLED PAPER STORAGE 10 PEND BRASS 200 5.60 1/2" TY323 TYCO TY-FRB N/A TYPICALLY USED FOR ALL STELL PIPING(CAN BE HEAVYWEIGHT On end <=10' OH 2 C) 22 UPR BRASS 200 5.60 1/2" TY313 TYCO TY-FRB N/A _ Or USED FOR GPYC)BETUEEN COLUMN LINES 4 t 5 WOOD NORIZGNTAL MOUNT 318•ROD MEDIUMWEIGHT Q 26 UPR BRASS 175 5.60 1/2" TY3189 TYCO CC2 N/A / MODEL SI K LGTH SPDIA Pf" -91Zf I Q 26 PEND CHROME 155 5.60 1/2" TY323 TYCO TY-FRB RECESSED NATIONAL N ENGINEER NG TECHNOLOGIESE ITION � ' 1-JOIST�TRUSS N1.G 20 2" 1/4" I" 3° 111000 vERTIGAL MOUNT 318"RDD1 " The records of this organisation show that ,00. .„f2,z_ t.„..p. MODEL SPIC LGTl4 51-IK DIA PIPE SIZE TEST LOAD maim SWC,25-380 2 1/2" 3/8" 4" • 18 PEND CHROME 155 5.60 1/2TY323 TYCO TY-FRB RECESSED W. Robert L. Knight Jr. GST 20 2" 1/4" 1" -2 1/2' 850 LBS ,� 1 SIDE CHROME 155 5.60 1/2 TY3331 TYCO TY-FRB RECESSED is certified in the technical area(s) Water-Based Systems Layout Technician Certification No. Certification(a)Valid Thru C IT 25-380 2 Irl° 318' 4" 1500 LES11, O 3 SIDE BRASS 200 5.60 1/2" TY3331 TYCO TY-FRB N/A 00301 / LEVEL III 100164 04 / 01 / 2021 GST 30 3' III" I" -4" 1500 LB5 HEAD CABINET WITH MIN. 6 SPARE HEADS TOTAL COUNT PROJECT 106 TOTAL COUNT THIS SHEET = 106 AOTYPICALLY USED FOR ALL O 4" diameter screw type fastener for I-JOIST flanges ISD HERS PIPING IN OFFICE NO pre-drilling required N ISSUES & REVISIONS PROJECT NAME: PWCC STEEL RPE HANGER SPACING: MAX SPACING TYPICALLY USED FOR ALL NO DATE DESCRIPTION 151 FLOOR PIPING IN OFFICE `_/ 7560 SW DURHAM RD GST 20 GST 25-380 GST 30 AND I-1ALLS O A 11/2018 FOR PERMIT / INSTALL TIGARD, OR 97223 cry_rs, DRAWING TITLE: " Or less 15'-0" 15'-0" 15'-0" FIRE SPRINKLER PLAN " ' SPRINKIT 2-1 �2 15 -0 15'-0 15 -0 DETAIL TO BE USED FOR CPVC PIPING DATE 11/2018 ,lob No. 2018 3" HUNG PER MANUFACTURE SPACING S 01 •5615 Ifo DESIGNER BKNIGHT 15 -0 15 -0 15 -0 I I I I I I NOTICEFIRE PROTECTION " " ' " ' " SEE HANGER SPACING CHART BELOW IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE HEAT ADEQUATE TO PREVENT SCALE As Noted P.O. Box 2227 Oregon City, OR 97045 SHEET 4 10'-2 15 -0 15 -0 FREEZING THROUGHOUT WET PIPE SPRINKLER SYSTEM AREAS AND ALSO IN PRINKIT TRAVIS SCHWEITZER office: 503 272-6650 FP2 F 3 j SCALE IN FEET WATER SUPPLIES TOY SPRINKLER SYSTEMS.OTHER TYPES OF VALVES CONTROLLING FIRE PROTECTION CONTACT (503)272-6650 OR CCB#211320 O -I EARTHQUAKE AND SWAY BRACE POINT-OF-ATTACHMENT FIGURES - SEISMIC BRACING CALCULATIONS Sheet 1 of 6 -- SEISMIC BRACING CALCULATIONS Sheet 2 of 6 SEISMIC BRACING CALCULATIONS Sheet 3 of 6 ' • Job Name: PWCC Job#: 2018 Job Name: PWCC Job#: 2018 Job Name: PWCC Job#: 2018 ® JOISTS T Address: 7560 SW DURHAM RD Contractor: 5prinklT Address: 7560 SW DURHAM RD Contractor: 5prinklT Address; 7560 SW DURHAM RD Contractor: 5prinklT ix !FASTENER , FASTENER t FASTENER F O F O C E S P A R A L E L O P E P E N D I C U L A R TO TJI O I J T S TIGARD,OR 97223 Address: P.O.Box 2227 TIGARD,OR 97223 Address: P.Q.Box 2227 TIGARD,OR 97223 Address: P.O.Box 2227 �' \BRACE '" Phone: Phone: `BRACE _ ' ' `BRACE Oregon City,OR 97045 Oregon City,OR 97045 Oregon City,OR 97045 = ALLOWABLE HORIZONTAL SEISMIC FORCES (lbs) Phone: (503)272-6650 (503)272-6650 (503)272-6650 0 0 ANGLE TO VERTICAL ( a ) - Sway Brace Structural Fitting Information: Sway Brace Structural Fitting Information; Sway Brace Structural Fitting Information: FIGURE A FIGURE 8 FIGURE C I 30' 45' 60 Brace Information Make: Model: Allowable Horz Load Brace Information Make: Model: Allowable Horz Load Brace Information Make: Model: Allowable Harz Load LOAD PERPENDICULAR LOAD PERPENDICULAR LOAD PERPENDICULAR FASTENER HORIZONTAL TO UNDERSIDE FASTENER HORIZONTAL TO UNDERSIDE FASTENER HORIZONTAL TO UNDERSIDE I 450 620 690 OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER Maximum Spacing 30 feet Telco 909 Per Table 9.3.5.2.3 Maximum Spacing 80 feet Tolco 909 Per Table 9.3.5.2.3 Maximum Spacing 30 feet Tolco 909 Per Table 9.3.5.2.3 * The loads in the table are based on the controlling connection 0 Length of Brace 7-0 Rating: Adj per 9.3.5.2.3 Based on Angle(d) Length of Brace 7-0 Rating: Adj per 9.3.5.2.3 Based on Angle(d) Length of Brace 7-0 Rating: Adj per 9.3.5.2.3 Based on Angle(d) MINIMUM 1/2 DEPTH OF MINIMUM 1/2 DEPTH Of MINIMUM 1/2 DEPTH OF to the joist. BEAM BUT NOT <3 IN. BEAM BUT NOT <3 IN. BEAM BUT NOT <3 IN. * The forces include a 1.33 duration factor adjustment. Bracing Material 1" Sch 40 2015 lbs 1008 Divide Rated Load by Bracing Material 1" Sch 40 2015 lbs 1008 Divide Rated Load by Bracing Material 1" Sch 40 2015 lbs 1008 Divide Rated Load by FOR WOOD BEAMS i FOR WOOD BEAMS FOR WOOD BEAMS ea:, _ - 11, C Angle from Verticle 30-44 Sway Brace Pipe Fitting Information: 30-44 d/2.0 Angle from Verticle 30-44 Sway Brace Pipe Fitting Information: 30-44 d 12.0 Angle from Verticle 30-44 Sway Brace Pipe Fitting Information: 30-44 d/2.0 FASTENER Least Rad.of Gyr. .421 Make: Model: 45-59 d/1.414 Least Rad.of Gyr. .421 Make: Model: 45-59 d/1.414 Least Rad.of Gyr. .421 Make: Model: 45-59 d/1.414 l FASTE f FASTENER `BRACE _ L 1 R Value 200 Tolco 1001 60-89d/1.155 L!R Value 200 Tolco 4LA 60-89 d/1.155 L 1 R Value 200 Tolco 1001 6089d11.155 = `BRACE `BRACE _ 1. x 6" x 12" plywood each side of TJl web 0 Max Horizontal Load 926 Rating: Adj per 9.3.5.2.3 90 d/1 Max Horizontal Load 926 Rating: Adj per 9.3.5.2.3 90 d/1 Max Horizontal Load 926 Rating: Adj per 9.3.5.2.3 90 d/1 0 • a 2. No. fi x 2" long (minimum) drywall screw (6 each side) © Force Factor(Fp) 0.5024 2015 lbs 1008 Force Factor(Fp) 0.5024 1000 lbs 500 Force Factor(Fp) 0.5024 2015 lbs 1008 FIGURE D FIGURE E FIGURE F 3. Washer LOAD PERPENDICULAR LOAD PERPENDICULAR LOAD PERPENDICULAR 4. Swivel sway brace fitting (equivalent to TOLCO Incorporated Assembly Fastener Information Detail Fastener Information Assembly Detail Fastener Information Assembly Detail FASTENER VERTICAL TO SIDE FASTENER VERTICAL TO SIDE FASTENER VERTICAL TO SIDE 'I a OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER OF STRUCTURAL MEMBERi 434 NEPA 13 Figure 9.3.5.1 I Details Provided on Plan NEPA 13 Figure 9.3.5.12.1 Details Provided on Plan NEPA 13 Figure 9.3.5.12.1 Details Provided on Plan Figure 910 or Figure 911) 5. " diameter bolt Orientation Angle A Orientation Angle A Orientation Angle A © ��� / f s � // / / / , f a Type TJI N/A • Type Steel N/A Type Steel NIA �� - yy FASTENER/// i"""" %� i� /// /f �� 1 FASTENER W l FASTENER c. �� Diameter 1/2 - Z i _BRACE _ `BRACE a `BRACE TJI - EQ4 Diameter 112 y �.- Diameter 1 C2 +/- ..x - Fastener 4 aA L Fastener / L orientation 0 Length erubedment) NIA Angle A.B,or C ,� orientation Length(embedment) N/Apr:,..„ AngieABorCt ength teml dment) NIA :�` k Angle A.13,or C y Angle A.B. or C p)., Max Load Obs Steel1 0 Max Load(lbs)Steel 1600 IIP e Max Load(lbs)Steel 1600 Ohs) N/A Angle A=30°to 44 �• Angle A=30to 44' FIGURE G FIGURE H FIGURE I Max Laud(lbs)wntxl N/A • Max Load Ohs)Woad N/A I I I '• gB-45°to 59- Max Load fibs)Wood N/A MI /� Angie B=45"to 59 LOAD PARALLEL LOAD PARALLEL LOAD PARALLEL 0 ''r Angle ' Ands C=60"to 90° FASTENER INTO FACE FASTENER INTO FACE FASTENER INTO FACE a Max Load(lbs)T]l NIA Annie C=60`to 90'� OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER OF STRUCTURAL MEMBER * Max Load fibs)TJI 450 © Load Perpendicular to Structural Member Max Load fibs)Tn N/A Load Perpendicular to Structural Member FIG Dimensions - Weights Max Load(ibs)Concrete N/A Max Load Ms)Concrete N/A Max Load(ibs)Concrete N/A "1 /800 Max. Design *Max. Design EARTHQUAKE AND SWAY BRACE ATTACHMENT DETAILS Loads/Lbs. (onus) Loads/Lbs. (FM) Pipe Pipe Pipe wnt+;rtrlLb&RI w, Net Brace Brace Identification on Plans Pipe Pipe ripe Wrtat(TILt,dr�l vd,. Net Brace Brace Identification on Plans Pipe Pipe Pipe welcttT(Lwta; WQ Net Brace Brace Identification on Plans r: WIDE FLANGE BEAMFits Beam Along Across Along Across Size Type Lengthxer..,,rr..� �Factor Tot.Wgt. Tot.Wgt. A Size Type Length .. r._.- Factor Tot.Wgt. Tot.Wgt. B Size Type Length 8ff.,:r� . � ,:. Factor Tot Wgt. Tot. Wgt. C FASTENER -�.. Size Range On.) Beam Beam Beam Beam 3 Sch 10 30 7.94 0.5024 119.67 Orientation of Brace 3. Sch 10 s0 7.94 0.5024 319.12 Orientation of Brace 3 Sch 10 30 7.94 0.5024 119.67 Orientation of Brace PLAN SYMBOL - 1 4 - 6 1265 2015 2800 2800 1 Sch 40 21 2.05 0.5024 21.63 LATERAL N/A N/A 0 0 0.5024 0.00 LONGITUDINAL 1 1/4 Sch 10 70 2.52 0.5024 88.62 LATERAL 1 CWIVEL FITTING 2 6 - 8 1265 2015 2800 2800 N/A N/A 0 0 0.5024 0.00 LATERAL BRACE INFO N/A N/A 0 0 0.5024 0.00 LATERAL BRACE INFO I Sch 40 21 2.05 0.5024 21.63 LATERAL BRACE INFO '�• SGH. 481A131-EC °' \ f II SEE � FASTENER FASTENER J ;� �~� 3 8 - 10 1265 2015 2800 2800 N/A N/A 0 0 0.5024 0.00 Table 9.3.5.3?(a or b) N/A N/A 0 0 0.5024 0.00 Table 9.3.5.5.2(a or b) N/A N/A 0 0 0.5024 0.00 Table 9.3.5.5.2(a orb) -SWAY BRACE PIPE sscy (SEE PLAN)PIPE BONG BRACED PLAN SYMBOL I �� �F FIG 4 10 - 12 1265 2015 2800 2800 FASTENER FIrnrtc J�i N/A NIA 0 0 0.5024 0.00 Size&Sch N/A N/A 0 0 0.5024 0.00 Size&Sch N/A N!A 0 0 0.5024 0.00 Size&Sch �F Y ` LATERALLY L, � '- SWIVEL FITTING ��\��P�o 800\ 5 12 - t 4 1265 2015 2800 2800 o o • $- 6 14 - 16 1265 2015 2800 2800 N/A N/A 0 0 0.5024 0.00 of Pipe Braced N/A N/A 0 0 0.5024 0.00 of Pipe Braced N/A NIA 0 0 0.5024 0.00 of Pipe Braced L (r`/ SWAY BRACE ATTACHMENT SWAY BRACE PIPE F PLAN sYMBOI,cS� �I� (SEE PLAN) `22 ...-r--'"-'-'-'41.4. 7 16 - 18 1265 2015 2800 2800 N/A N/A 0 0 0.5024 0.00 3 Sch 10 N/A N/A 0 0 0.5024 0.00 3 Sch 10 N/A N/A 0 0 0.5024 0.00 3 Sch 10 + PIPE BEING BRACEOI `` .( LONGITUDINALLY SWAY BRACE ATTACHMENT FIG �� NIA N/A 0 0 0.5024 0,00 Max Length of Brace NIA N/A 0 0 0.5024 0.00 Max Length of Brace NIA NIA 0 0 0.5024 8.00 Marc Length o Brace FRICTION CLAMP TOLCO products are to be used 30 L,4TE 4L BRACE LCNC/7Z/DIN4L BRACE 4kV,4YBRACE 909 only with other TOLCO products N/A N/A 0 0 0.5024 0.00 30 N/A N/A 0 0 0.5024 0.00 N/A N/A N/A 0 0 0.5024 0.00 SCALE: NTS SCALE: NTS SCALE: NTS EQUAL including parts and fastners. N/A N/A 0 0 0.5024 0.00 Max Allowable Load(Ills) NIA NIA 0 0 0.5824 0.00 Max Allowable Load(lbs) N/A NIA 0 0 0.5024 0.00 Max Allowable Load(lbs) FIGURES ARE GENERIC DEPICTIONS OF SWAY BRACE ASSEMBUES, ACTUAL FASTENER ORIENTATION WALL VARY BASED ON ANGLE A THRU I N/A N/A 0 0 0.5024 0.00 Table a N/A N/A 0 0 0.5024 0.00 Table N/A N/A N/A 0 0 0.5024 0.00 Table a SWAY BRACE ATTACHMENT N/A N/A 0 0 0.5024 0.00 Load 633 N/A N/A 0 0 0.5024 0.00 Load N/A N/A N/A 0 0 0.5024 0.00 Load 633 SWAY BRACING SHALL BE INSTALLED BASED ON THE FOLLOWING INFORMATION: TO WIDE FLANGE BEAM Max Load per Table 9.3.5.5.2 633 Total Weight ,4,,,30 TOTAL Max Load per Table 9.3.5.5.2 N/A Total Weight 319.12 TOTAL Max Load per Table 9.3.5.5.2 633 Total Weight 229.92 TOTAL N T s Max Fastener Load 450 Adjusted Fp,V x 1.15 Obs) 162.50 HORIZONTAL Max Fastener Load 1600 Adjusted Few x 1.15(lbs) 366.99 HORIZONTAL Max Fastener Load 1600 Adjusted Fpw x 1.15(lbs) 264.41 HORIZONTAL Flexible CouDlinas Shall be Installed as Follows: Max Structural Fitting Load 1008 LOAD Max Structural Fitting Load 1008 LOAD Max Structural Fitting Load 1008 LOAD Listed flexible pipe couplings joining grooved end pipe shall be provided as flexure joints to allow individual sections of piping Max Pipe Fitting Load 1008 Max Pipe Fitting Load 500 Max Pipe Fitting Load 1008 2 1/2 in. or larger to move differentially with the individual sections of the building to which it is attached. Adj Weight does not exceed MAX Allowable Loads Adj Weight does not exceed MAX Allowable Loads Adj Weight does not exceed MAX Allowable Loads Max Horizntal Brace Load 926 Max Horizntal Brace Load 926 Max Horizntal Brace Load 926 Couplings shall be arranged to coincide with structural separations within a building. • The flexible couplings shall be installed in accordance with NFPA 13 9.3.2.3.1 (1) thru (6). -- - - .--. SEISMIC BRACING CALCULATIONS Sheet 4 of 6 SEISMIC BRACING CALCULATIONS Sheet 5 of 6 SEISMIC BRACING CALCULATIONS Sheet 6 of 6 N INSTALLATION NOTES: / 3/S› \ Job Name: PWCC Job#: 2018 Job Name: PWCC Job#: 2018 Job Name; PWCC Job#: 2018 I) THE BRACING SHALL BE INSTALLED AS CLOSELY AS PRACTICAL TO THE LOCATIONS INDICATED ON THE SHOP DRAWINGS. DEVIATION FROM PLAN / ` 11 .11 Address: 7560 SW DURHAM RD Contractor:SprinklT Address: 7560 SW DURHAM RD Contractor: 5prinklT Address: 7560 SW DURHAM RD Contractor: 5prinklT LOCATIONS COULD RESULT IN GREATER HORIZONTAL FORCES Ott THE PIPING BRACED REQUIRING ADDITIONAL BRACES TO BE ADDED. lTIGARD,OR 97223 Address; P.O.Box 2227 TIGARD,OR 97223 Address: P.O.Box 2227 TIGARD,OR 97223 Address: P.O.Box 2227 2) IT IS ACCEPTABLE TO 115E BRACE ANGLES GREATER THEN THOSE CALCULATED, BUT NOT LESS THAN THOSE CALCULATED. I.E. BRACE ANGLE a (45'-59•) � fi� WAS CALCULATED. IT IS OK TO USE ANGLE C (60' - 90') BUT ANGLE A (30' - 4.4') CANNOT BE USED WITHOUT RECALCULATING SWAY BRACE LOADING. ` ��� �/ Oregon City,OR 97045 Oregon City,OR 97045 Oregon City,OR 97045 �r' Phone: (503)272-6650 3) SEE CALCULATIONS FOR BRACE PIPE SIZE, FITTING TYPES, AND FASTENERS. \ Fri phone: (503)272-6650 Phone: (503)272-6650 Sway Brace Structural Fitting Information; Sway Brace Structural Fitting Per the available structural drawing information from sheet SO for this project, the followingdata NOTE: PER NFPA 13 9.3.5.5.8 AND 9.3.5.6.2. \ y g y g Information: g P j 1) LATERAL SWAY BRACING SHALL BE ALLOWED TO ACT AS LONGITUDINAL BRACES IF THEY ARE WITHIN 24" OF THE CENTER LINE OF THE PIPING BEING BAR JOIST SHOWN ATTACHED I Brace Information Brace Information has been used to obtain the "Short Period Response Factor" for NFPA 13 Table 9.3.5.9.3: LONGITUDINALLY BRACED. TO VARIOUS ROOF MATERIALS \ 6" Make: Model: Allowable Horz Load Make: Model: Allowable Horz Load Occupancy Category = II 2) LONGITUDINAL SWAY BRACING SHALL BE ALLOWED TO ACT AS LATERAL BRACES IF THEY ARE WITHIN 24" OF THE CENTER LINE OF THE PIPING BEING \Axr Maximum Spacing 30 feel Tolco 909 Per Table 9.3.5.2.3 Maximum Spacing 80 feet Tolco 909 Per Table 9.3.52.3 Importance Factor: I = 1.0 LATERALLY BRACED. i �N '.;*,; \ Site Class= `ar • Length of Brace 7-0 Rating; Adj per 9.3.5.2.3 Based on Angle(d) Length of Brace 7.0 Rating: Adj per 9.3.52.3 Based on Angle(d) SDS = 0.712 SD1 = x.441 • FAG 909 Bracing Material 1" Sch 40 2015 lbs 1008 Divide Rated Load by Bracing Material 1" Sch 40 2015 lbs 1008 Divide Rated Load by Design Category = D OR EQUAL TOLCO products are to be used Angle from Verticle 30-44 Sway Brace Pipe Fitting Information: 30-44 d/2.0 Angle from Verticle 30-44 SwayBrace Pipe FittingInformation: 30-44 d/2.0 j� The Following information has been obtained using the "U.S. Seismic "Design Maps"Web Application only with other TOLCO products Least Rad.of Gyr. .421 Make: Model: 45-59 d/1.414 Least Rad.of Gyr. .421 Make: Model: 45-59 d/1.414 Conterminous 48 States Table 9.3.5.9.3 Seismic Coefficent Table including parts and fastners. MAY PIVOT IN L i R Value 200 Tolco 4LA 60-89 d 11.155 L!R Value 200 Tolco 4LA 60-89 d!1.155 2010 ASCE 7 Standard (w/March 2013 errata) Ss Cp 014ANY DIRECTIONMax Horizontal Load 926 Rating: Adj per 9.3.5.2.3 90 d/1 Max Horizontal Load 926 Rating: Adj per 9.3.5.2.3 90 d/1Zlp Code 97223 0.33 ar less 0.35 4Maximum Design Load 1265 Lbs. I Spectral Response Accelerations Ss and Si 0.40 0.38 To interpolate between Cp values Force Factor(Fp) 0.5024 1000 lbs 500 Force Factor(Fp) 0.5024 1000 lbs 500 Ss and S1 = Mapped Spectral Acceleration Values 0.50 0.40 the following equation can be used: FIG. 825A BAR JOIST SWAY BRACE ATTACHMENT Fastener Information Assembly Detail Fastener Information Assembly Detail Data are based on a 0.05 deg grid spacing 0.60 0.42 Cn.n, -CR-low Period Centroid Sa 0.70 0.42 C,,= G�,,„ , I (5s-Ss-low) N T S NEPA 13 Figure 9.3.5.12.1 Details Provided on Plan NFPA 13 Figure 9.3.5.12.1 Details Provided on Plan (sec) (g) 0.75 0.42 Ss•hsgh-Ss-low Orientation Angle G Orientation Angle D 0.2 0.962 (Ss) 0.80 0.44 The Cp value for this project is: TypeTJI N/A �7-\ Type TJI N/A t 1 1.0 0.419 (Si) 0.90 0.48 Cp = 0.5024 `� Period Maximum Sa 0.95 0,50 Diameter 1/2 _ill. . Diameter 112 (sec) (g) 1.00 0.51 Cp-low= 0.5 Length(embedment) N/A . 0.2 0.962 (Ss) 1.10 0.54 Cp-high = 0.51 Length(embedment) N/A ,�` 0 1 0 1.0 0.419 (S1) 1.20 0.57 Ss= 0.962 Max Load fibs)Steel N/A :FS.. O Max Load(lbs)Steel N/A 0 Period Minimum Sa 1.25 0.58 Ss-low= 0.95 Max Load(lbs)Wood N/AMax Load(lbs)Wood N/A (sec) (g) 1.30 0.61 Ss-high = 1 0 0 0.2 0.962 (Ss) 1.40 0.65 Max Load fibs)TI! 450 4 e Max Load(lbs)TA 450 0 o 1.0 0.419 (S1) 1.50 0.70 Cp = Seismic coefficient Value Max Load tins)Concrete N/A Max Load(IN)Concrete N/A 1.60 0.75 Cp-law= next lower from table Pipe Pipe Pipe wrtat+TILI1In, Wif Net Brace Brace Identification on Plans Pipe Pipe Pipe ►(rttg`,ftt(thaltt)'` W Net Brace Brace Identification an Plans Conterminous 48 States 1.70 0.79 Cp-high = next higher from table Size Type Length ,...n...:.+...Ar Fact& Tot.Wgt. Tot.Wgt. D Size Type Length wows-w-T ai Factor Tot.Wgt. Tot.Wgi. E 2005 ASCE 7 Standard 1.75 0.82 Ss = Spectral Response 1 1/2 Sch 10 30 3.04 0.5024 45.82 Orientation of Brace 3 Sch 10 SO 7.94 0.5024 319.12 Orientation of Brace Zip Code 97223 1.80 0.84 Ss-low= next lower from table 1 1/4 Sch 10 44 2.52 0.5024 55.71 LATERAL N/A N/A 0 0 0.5024 0.00 LONGITUDINAL Spectral Response Accelerations SDs and SD1 1.90 0.89 Ss-high = next higher from table 1 Sch 40 32 2.05 0.5024 32.96 LATERAL BRACE INFO N/A N/A 0 0 0.5024 0.00 LATERAL BRACE INFO SDs = 2/3 x SMs and SD1 = 2/3 x SM1 2.00 0.93 N/A N/A 0 0 0.5024 0.00 Table 9.3.5.5.2(a orb) NIA N/A 0 0 0.5024 0.00 Table 9.3.5.5.2(a or b) Site D 2.10 0.98 Period Centroid Sa 2.20 1.03 N/A N/A 0 0 0.5024 0.00 Size&Sch N/A N/A 0 0 0.5024 0.00 Size&Sch 2.30 1.07 N/A N/A 0 0 0.5024 0.00 of Pipe Braced N/A N/A 0 0 0.5024 0.00 of Pipe Braced (5 0.2 ec) (g) 0.712 (SDs) 2.40 1.12 N/A N/A 0 0 0.5024 0.00 1 1/2 Sch 10 N/A NIA 0 0 0.5024 0.00 3 SCh 10 1.0 0.441 (SD1) 2.50 1.17 N/A N/A 0 0 0.5024 0.00 Max Length of Brace N/A N/A 0 0 0.5024 0.00 Max Length of Brace Period Maximum Sa 2.60 1.21 N/A N/A 0 0 0.5024 0.00 30 N/A N/A 0 0 0.5024 0.00 N/A (sec) (g) 2.70 1.26 N/A N/A 0 0 0.5024 0.00 Max Allowable Load(11x) N/A N/A 0 0 0.5024 0.00 Max Allowable Load(lbs) 0.2 0.712 (SDs) 2.80 1.31 NIA N/A 0 0 0.5024 0.00 Table a N/A N/A 0 0 0.5024 0.00 Table N/A 1.0 0.441 (SD1) 2.90 1.35 NIA N/A 0 0 0.5024 0.00 Load 158 NIA N/A 0 0 0.5024 0.00 Load N/A Period Minimum Sa 3.00 1.40 Max Load per Table 9.3.5.5.2 158 Total Weight 134.48 TOTAL Max Load per Table 9.3.5.5.2 N/A i Total Weight 319.12 TOTAL (sec) (g) 1.1 ;x Adjusted Max Fastener Load 450 Adjusted Fpw x 1.15(lbs) 154.65HORIZONTAL 0.2 0.712 (SDs) HORIZONTAL Max Fastener Load 450 Fpw (lbs) 366.99 1.0 0.441 (SD1) Max Structural Fitting Load 1008 LOAD Max Structural Fitting Load 1008 I LOAD Max Pipe Fitting Load 500 Max Pipe Fitting Load 500 Adj Weight does not exceed MAX Allowable Loads Horizntal Brace Load 926 j Adj Weight does not exceed MAX Allowable Loads Max Horizntal Brace Load 926 - /,,,,11 fri s p;A p , / t- X77506 PE -S, 11-12-2018 OREGON ro 9N ADO "F 10 P �R f L 0'�� NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES 1EXPIRATION DATE:12/31/1$ I The resof this organizationshoe that �4 Robert L. Knight Jr. rAA-le As certified in the technical area(,) Water-Based Systems Layout Technician Certification No. Certification(,)Valid Thru 00301 / LEVEL III 100164 04 / 01 / 2021 ISSUES & REVISIONS PROJECT NAME: NIII NO DATE DESCRIPTION PWCC ,l � 7560 SW DURHAM RD `' /U\ 11/2018 FOR PERMIT / INSTALL TIGARD, OR 97223 "=r-'' DRAWING TITLE: 1112018 SWAY BRACING CALCULATIONS AND DETAILS DATE SPRINKIT Job No. 2018 8 01 2 34 NO j& NOTICE DESIGNER B KNIGHT FIRE PROTECTION IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE HEAT ADEQUATE TO PREVENT S PRI N KIT SCALE As Noted P.O. Box 2227 Oregon City, OR 97045 SHEET FREEZING THROUGHOUT WET PIPE SPRINKLER SYSTEM AREAS AND ALSO IN TRAVIS SCHWi ITZER office: (503) 272-6650 FP3 OF 3 SCALE IN FEET ENCLOSURES WATER SUPPLIER S DRY SPRIN DER SYSTEMS.ELUGE AND �ER TYPES OF VALVES CONTROLLING FIRE PROTECTION CONTACT (503)272-6650 OR CCB#211320 me