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Plans (125) FPS2O18-00172 ® CB) C .... _,,, (-CD CED) ( F (..._'G , ( D GENERAL NOTES 1- -- 1' 1.THE SPRINKLER SYSTEMS SHALL BE DESIGNED AND INSTALLED PER NFPA13 2013 EDITION& z0 �`- - AUTHORITIES HAVING JURISDICTION M. TIRES 1 2.THE SPRINKLER SYSTEMS SHALL BE HYDRAULICALLY CALCULATED TO MEET THE REQUIREMENTS OF a 1 THE REMOTE AREA NOTED ON THE DRAWING 0) I- EXPOSED TO DECK, 0 8,-0\ O 3. NEW PIPING 1-114"AND LARGER SHALL BE SCHEDULE 10 WITH APPROVED FITTINGS. p o . 1 �1 u'. , 4. NEW 1"BRANCH LINE PIPING SHALL BE SCHEDULE 40 WITH APPROVED FITTINGS us mi. �� 1'A u - o y -� ��_,,--- _ - .-.___-;T_=,�_ --- _ `k 5. THE HANGERS SHALL BE DESIGNED& INSTALLED PER NFPA13 w c+'' = 1 STAIRS 6. THE SPRINKLER HEADS ARE AS NOTED ON THE DRAWING o , \O 7-ALL ELECTRICAL WIRING OF DEVICES OR RELATED EQUIPMENT IS NOT IN THIS CONTRACT AND SHALL C \6,$ \ 1 •'ice 4 31-91/2 • CC� / BE PROVIDED BY OTHERS I f' 15'Z'h•` -11 y2 11-14 12' o 8. PAINTING OF PIPE IS NOT IN THIS CONTRACT m Lat.1 1'b - +/xE FOR PROVIDING ADEQUATE HEAT IN THE BUILDING AT ALL TIMES UPON Long.A C \ r •, �--C \ c ��----�;> 9 THE OWNER ISRESPONSIBLE N I m 9'-8 9'-8` 9'-8 T-3 ��1'$'/: 9'-8 -B 9'$ , OC U NCY-40° F MINIMUM C PA -- -- �,p�F Lat.1 9 m _ rte» 10. THE PIPE ELEVATIONS ARE AS NOTED ON THE DRAWING �� Lon A b �0 b 11.THE SPRINKLER PIPING SHALL BE HYDROSTATIC ALLY TESTED AT 200 PSI FOR 2 HOURS MINIMUM ` 6'-0 9'T/: 9%7'h j PRIOR TO SYSTEM APPROVAL BY THE AUTHORITY HAVING JURISDICTION z ,a �SPECIAL TOOLS 12. THE PIPE MEASUREMENTS ON THE PLAN ARE CENTER TO CENTER j , b I N 13. THE SPRINKLER SYSTEM SHALL BE DRAINED PER NFPA -SEE DETAILS IF REQUIRED EXPOSE 14. 'i, DENOTES HANGER LOCATION Ft ; w w 0 UP TO CROSS O 15. �, DENOTES HYDRAULIC REFERENCE POINT ,' 4:�� I MAIN AT ROOF REC IVFD 1'/2 �� N LatA ; 2% l L.at.4 0 C \ \ 1'h ,\, , ,1'/2 k C \ �-8 9'-s` 8'-8 \ " 7'-3 1 .8= 9'-8 '-8 8,$ ° 0'-6� B'-6 B'-6'�2 SCOPE OF WORK N a V 14 9-7/2 9-7h 22-Oh 5'-ii'/, 9-7/2 9%71/i - 7 WORK FOR THE JLR FACILITY AT WASHINGTON SQUARE CONSISTS OF TWO BUILDINGS TOTALING 19'-0 FF APPROXIMATELY 139,000 SQ. FT. FULLY SPRINKLERED THREE STORY BUILDING AND A SINGLE STORY CITY "'� HEATED AUTO SERVICE GARAGE { BUILDING WITH CONCRETE SLAB ON GRADE FLOOR, METAL DECK AND CONCRETE FLOOR ON SECOND AND BUILDII•�c' i',/;&10N1 N EXPOSED TO DECK - - /t N THIRD FLOORS, STEEL AND MASONRY FRAMED WALLS,AND A STEEL PANELIZED ROOF SYSTEM,VARYING IN 2-- TYPICAL I-BEAM OBSTRUCTED CONSTRUCTION w --- 1-..__.._._._. _g_ .._ - --- ._._ _ _-- -•__. ,___._ 2 MEZZANINE PLM CLEAR HEIGHT.A FULL INTERIOR FOR FIRST AND SECOND FLOORS. SCALE 118"-1' 0 SPRINKLER DEFLECTORS 1"TO 6"BELOW BOTTOM OF THE ^a $ THE BUILDING IS TO BE PROTECTED WITH TWO WET PIPE SYSTEMS AND ONE DRY PIPE SYSTEM. TWO WET BEAMS AND NOT MORE THAN 22"FROM THE DECK PIPE SYSTEMS WILL PROTECT THE FIRST AND SECOND FLOOR SERVICE AND SHOWROOM AREAS, THE DRY PIPE SYSTEMS WILL PROTECT THE EXTERIOR COVERED SECOND LEVEL PARKING GARAGE AS WELL AS THE DEMONSTRATSprinkler Legend THE BUILDING FIRE R ARKING. PROTECTION IS SUPPLIED BY A NEW 8"UNDERGROUND WATER MAIN CONNECTED TO 1, , ,y [C \ 9'.7'h ` 1'/� 5' 11'/i 9'-7/i 9'-7'/2 \ \ 8u$ 8'-88 1/x 8'-8 •• a 7,4 '4_ W-8 s,$ w 9'-8 \ LOOPED MUNICIPAL WATER SUPPLY. NW-71/2 22 Symbol SIN Model Quantity K-Factor Type Size Response Finish Temperature Note U TY313 TY-FRB 597 5.6 Upright 1/2 Quick Brass 200°F N 3351 TY-FRB 20 5.6 Sidewall 1/2 Quick Brass 200°F Lst.1 3 1/2Quick Brass 200 F On Sprig D TOP BEAM � TY313 TY-FRB 16 5 6 Upright ° Sri 3 C� +H� -{ -- �}-►} w 1--I TY5237 EC-11 64 11.2 Pendent '/. Quick White 200°F BEAM R CLAMP 61 12 N • BAR JOIST TY4131 TY-FRB 30 B Upright % Quick Brass 200°F GUWSU Guard with: 1e4 TY6137 EC-14 5 14 Upright Y Standard 'Brass 200°F THREADED ROD Dave V. Parfitt TY3235 DS-1 24 5.6 Pendent 1 Quick 'White 155°F NICET LEVEL IV \ 1'/ '/: 1'/x t�/: Ceti*116174 .-,..�• C ' + ' \ .. \ 9'-8 C 9 8 O g•.g \ C T-3 '--C \ 8,$ ., b,$ C 9'-8 N o TY323 TY-FRB 174 5.6 Pendent 1/2 Quick White 155°F C \9'-T/2 9'4/2 22'-d% 5'-11'/: 9-7/: 9'-7h 1'$/2 ° PIPE 16/ >" f TY6237 EC14 19 14 Pendent % Standard White 200°F SWIVEL RING Ssgnature �uc�%.1-4_ A Lat.1 Total=949 I + Date: AUGUST 26 MB N A V W W Z N N 2 HANGER DETAILS W co _ V/= u 1'/_ -. - .. 1°/z. . - ., 1�/_ \ OFFICE COPY a 9'-71/2 9%7'/2 \ 9'-7/: ` 9'-7'/: 2'-9'1e 5'-11% 9'-7'/s 9'-7'1x ' 9'-8 9'-S 9'-8 7'-3 T$ya 9'$ 4'$ 9'$ CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE U- N d zw 11' p_I N Approve ] O 4 • N r 4 OTC: 1 ] FA .-�. Permit#: FP- C) R I 2 Lat.1 s Address: 1S �� s�. . .,._-#-..►,.�� a1'/2 t'/= 1'/z -- /2 '. I- 9'-71/2 9'-7'/z 9'-7'/2 \ 8'-7'/2 2'-9'/2 \ 5'-11'/x C 9'-7'/z C 9'-7'/2 ',O \ 9,-S 8..g 9'-8 7'-3 1'�+/, \ 9'48 '-B 9'$ Suite #: By: -j_4.1' - Date: )a-,s- L� 0 z F_ N HEATED AUTO SERVICE GARAGE EXPOSED TO DECK u! TYPICAL I-BEAM OBSTRUCTED CONSTRUCTION E''- 0 SPRINKLER DEFLECTORS 1"TO 6" BELOW BOTTOM OF THE N O LL BEAMS AND NOT MORE THAN 22" FROM THE DECK Z 19'-0FFt$ Q VI \ t, 1 h C \ O� \ .., 1' C \O C \ 11/2 \ ^-C \ , O 9'-7'/2 9'-7'/: 9'-7% 9'-7'/s 2'-9% 5'-11'h 9'-7'h 9'-7'h 9'-8 9'41 91-8 7'-3 V \.4 Sup 9$ \ p Poli?PO REVIEWED FORPLEASE PROVIDE oo Long.A TS O 4/NO Lii co N Long.A '" FR CODE COMPLIANCECOMPLETED NFPA 13 Lat.1 Long.A k 5 I-- i-1: E-; Lt 4 '---I 4 . * k s MATERIAL AND TEST z L 1 �l 4 .4 4� CERTIFICATE AT 39'-0 15'-1 1' J N Lat.2 32'-2'� b r'�Lat.z L" a Lat.1 4 `/ _ 6 FINAL INSPECTION LJ 1% ' ' 1'12 \ I1t C T C \ - 11: 2 \9'-T/2 9'-7'/2 \ 9'-7'/: \ 9'-7'/2 9 5'-11'12 9`-7'b` 9'-7'1: N C '`� 9'-8 9'-8 9'-8 9'-B V \9'$ 3�'-T/: 4 "" I ‘110 u> X19'-0 FF j 19'-0 FF pOA/ °_ 4 i. e i41 _ 6"INCOMING FIRE WATER LINE ' N ' '� .;�° � 6.. CONNECTS TO CITY WATER MAIN Z ea • - R �Lat.1 19'-0 FF q O 1111 -' T 1'/; \V-7Y2 \ 1/2 C \ ��. " \ _.. 0'-10`/2 �``M 6'-0� i I 181.0 a 4 � g'.g 9'-8 2' '-0/:wt\ / •. • NO`�/lcC 4 TANDING FDC 9'-71/2 9'-7/: 9-7/i Z'-9/: 5.-111/2 9'-7 h 9'-'71/2 i FREE Lat.1 b� 5 O OUTLINE OF MEZZANINE i .. _I TECH PARTS�- w N SEE PLAN THIS SHEET FOR - „ �' m • r UNDER ME,7Z.PROTECTION - b X .. I w a If / HYDRANT w �� _ ._.�_,.. �V��`+ �g, H C NEW FIRE --'1 w w1 6 6 Al ,� . `�� LIMI 1 SERVER I tI • ►► CJ 6., 9-0 * 1'/: �TOft, f - , .: �? T-!1 6'-1l'/2 70,7;70e. 2i Com') 1'/2 11/2 SFO TC DSM �, • 9'-7'h 9'-7'/z \ 9'-71/2 9'-7'/2 0,2'-8'/2 2'.4C ;6'$'/i 10'-0 7'-2 d'-0 1 FL'ff -7 ... ' I I J t �. yj � �l'JNw �� `` Q i PARTS I a,Y' a HO/HG At., rci N OFFICE jp1CK U 1.11111.%1A... -■• ■�► 70biiii..._ 1� /,� �0 / its 9-0 -u 9-0 r. ,, I '�, t 7 0 N .� ru i STAIRS j - y, 9-0 - . ,f 1'/z I ;- i - Fi .2LrLat1 � D6 11/s 12-0 � ?\9'-Th 9'-7'h \ 9'-7'12 S'-7'/2 2'-9'/z r2'-4� 6'-6'/2 18%0 F-2 ',-6 -_- - - i .. 1. +1: '® I PARTS COUNTER I I - / N 2'/2 - • N 2'-8 » -___- 11 - - a? 0 c1 Lat.1 _ ex `, • I J N 6 > < w r---iF-tl r �- _ CI3- z z WOMENS ** /... a-, -. •- "--- cN � w Zo 44.4\4%!.............. / Z o 0 Zc' 1 y, 11/2 _ BATHROOM 1 •1V% 7Lij wa CC 9'-Th 9'-7'/2 9-7 h 9-7/z \, � 1 2'.g+h � 5'-11'/2 9'-7y:` .._ 9'_Th ° - " 1'/: •' ._� _ � CE-9'/2 -4'/2 �? ,_, 15' '' / _ . 1+7 " �; * ` O r, cr 1 () 2 0 � < co Z � N HEATED AUTO SERVICE GARAGE �� s 'ter U O r u� F. H !OFFICE! _ (� EXPOSED TO DECK s y TYPICAL I-BEAM OBSTRUCTED CONSTRUCTION r'2 c § mag ' QUO I- 99-0 SPRINKLER DEFLECTORS 1"TO 6"BELOW BOTTOM OF THE ^' r° - r �'- ?�' AMS AND NOT MORE THAN 22"FROM THE DECK O d U o ce BE (9-0) ` at i } U a a.! 1MENS SHOWER' w • 9'-7'h 9'-7'/2 \ 1 h 9,-71/2 \ 9'-7'/ 2'-9'/: \ 5'-11'/2 9'-7'/2/ '" 9'-7'/2 \ c ��--- N 8-0 1,1 �.. AUTOMATIC O Long.A 2 ' i%3 9-9'/2 1' '/x a�-3'A �, N 71 -19' 0 FF 2'-6'/2 FIRE PROTECTION B w .� o <o ;>> SYSTEMS, INC. N MENS BATHROOMI 49� • 1'/2 \• / \1' MATCH LINE .. a91z _. 9Y _ � - - - 13'11'lz - - _ ��'/L-1 SEE SHEET E __I ' PARTIAL 1ST FLOOR FIRE SPRINKLER PLAN WET SYSTEM 2 WET SYSTEM . C'.) s 22,200 SQFT RISERS ��� 202 SPRINKLERS1.y SCALE 1/8"-1' D a ►}+ 1. • SUPPLY TO PROTECTION Q Q/Ctc o } UNDER PARTS MEZZANINE' 6" UNDERGROUND \�� QINFA�'IP SYSTEMS . SUPPLY TOPROTECTION ' `' I Co 2 • UNDER / t 1• r0. BY OTHERS w 54330E �s /R�"el O� O•�O -' SITE PLANr. P� PARTS RY SYSTEM a`!4 -DRY SYSTEM#1 / SCALE: 1132"=1' 0 O�GON VICTAULIC 717M 615 GALLONS 510 GALLONS ' 0' NA MODULE 1 WET SYSTEM 1 e 73, 39,000 SQFT � y�Y 19 19435 SW 129th AVENUE PRESSURE LOW SWITCH GE C. S FAX: 503 fi92-11$6 379 SPRINKLERS �� TUALATIN,OR 97062 TEST 8,DRAIN VALVE - DRY I (. (5 3)692-1 V- ` a ``/ VALVES f Expires: 7/1/20 OR CCB#0067534 SUPPLY TO .111 , . , WA CCB#AFPSYI'091BZ REMOTE FDC 4 TYCO DRY PIPE VALVE ,�, n1 y k 1, i DRAWN BY: DVP • DPV k - ��►1 IDRY SYSTEM 5 ►;` ' _ I) _ C4 CHECK �� \,' • WET 167 SPRINKKERS ', . i SYSTEM 2 i DATE: 10-27-1 S ii 4" BUTTERFLY VALVE AHJ: • e17: DRY SYSTEM 4 WET City of Tigard VALVE1 t Q ® SYSTEM 1 T 186 SPRINKLERS T • "^1 �LfLJ r. _...1 t..__.. 1t . 1 \ _LI �sLi. I 1. 1. ‘ AMES COLT 300 DOUBLE CHECK - AMES COLT 300 DOUBLE CHECK - f ; I4„SECOND DRY I FLOOR Oi •oia 5150Acr '' BACKFLOW WITH BUTTERFLY • . I BACKFLOW WITH BUTTERFLY SHEET VALVES AND TAMPERS VALVES AND TAMPERS -_ ----- F P 1 of GENERAL AIR ! " UNDERGROUND BYI RISER DETAIL RISER ROOM PLAN VIEW KEYPLAN WET SYSTEM MAP DRY SYSTEM MAP \,.... RISER DETAIL COMPRESSOR MODEL 6 RISER DETAIL SCALE: 118"=1-0 DRESS R M SCALE: 118"=1'-0 OTHERS SCALE: 118"=1' DSCALE: 1116"=1' 0 AFP. PROJECT#: 18063 SCALE: 118"=1-0 SCALE: 1/16"=1'-Q SCALE: 1/16"=1-0 C _ _ " 4\ z 0 a L MATCH LINE _ co a SEE SHEET FP1 z vi -'� �! '/ '4 C \ a1--C \ C 1 Y: \ �• \ -. 1/x \a Lat.1 cn �9'-7'A 91-7'/: 9'-7'12 9'-7'/: 2'-9'(_,,, 5'-11 Y2 9'-7'/:' 9'41/x b Lat.1 w -19%0 FF N ik . �■ ` 4 cl _ .1'. II� . ■ r 46%4 1 I N . et 9'-7'/i r 4 12".0 1 1 10' , I i - I / FIRE DEPARTMENT im a ' Nal I • LUNCHROOM o 11 / CONNECTION SUPPLIED / FROM INSDE BUILDING 0 I 9'-7% 9'-7K 9'-71 Sr 7% 2'-9% 5'-113 9'-7'/: 9`7'/: 0 1 ■� 1 _ . - - I t . Ci1-3) >< _.. 1E3 - - 11-4 4 4:-.1`; ' ' ■t0�pH—HH-1-, „4 °' „� IT ?< t ;: L_`? 'eco - C \ ` ' >. Z.7%. _ 9_7/ 9'-7/ 9' T/ 9-71/2 2-9/ 5-11/ 9-T/ 9-T/: �'-9� 12-0 Lat.2qr. i 1$'-0f 6 > � iI _ - TRAINING . Lat2 . . - -I _ N ROOM - >( ___ _ _ _ 03 (s -15'-9 0It_ (------ 1 orath Lat.1 o -_ Lat 1 i'h a h• ` - 1'/x 1'/x \0 3'-!i 12'-0' I - C � '. C 91- 9'-7%x C \ 9'-T/: 2'-9'/x 5' 11'/x 9` 7'/x' s'-r/x • N — �� a :} ' _ Lat 2 10 j • j • ( pl..) _ far Lat.2 /41t C '. C \ •• 11/2 C \ �+ 5'-11Y C \a=7'A 9'41/2 , 9'-7'/: 9'-7% of Z -- 9'4% 9'-7% 9'-7% I 9-7'A 2 4% fi ii //I a /// _ w C N 4"FROM RISER ROOM GOES �A. C i DOWN AND UNDERGROUND TO Lat.4 SUPPLY REMOTE L.L. x ., 4418 FREESTANDING FOC. • Z : - C \9'-7Ye C 9'-7'A \ " 9`-7'/. \ 9'-7'A -92 1 5'-11'/: ' 9'-7'/a / rA ` - °! 1,Long.A £. / 0 : w a�.a Lat.1 4 Lat.2 I c / ♦ i illtitiiiiiii i- Ii i , ut -�'Lat.i N 11 1 ( U i / i J rt, :� = I OFFICE I I OFFICE - � s�� O _ C \C 1'A C \ �#19'-0 (_ r i �a ''d '�:7U "� a- \ •-0 10'-0 1r-0 1.1 �. " 1 ���.■� / L 1 i i , /,,, 7 i z - 14: CI. pi a, 1 _ OFFICE . • !ii _ NI �/ ►���Z1 . - ._ 9-0Lon A {.» Lat.4 `_ Long.A❑ g' + - Lat.4 1 1'/s _ • F7i 7 -=t �'� /TC f�� Uj Z=1 \8' '-B'/ - ' ~ ..1 B.-0 C \ 9'-11'A �v 12') 1'1 i 9 12-0'/x / A� 4 / _` /y W ox.DOOR di,' ������� 4r - ;1/4,, `� ' /'DO �� j o = _ 'goof ifir,.. -� `° 4414..Z61".: „:..,. /*It* < . . ..* - Al I op. 041101 -1-- 1 - 1\. / 4;1V / i ( : • i 1/2 i Ce-0 i ': ir iipp,r , c, \ „..... LIJ ® 12'-0 V-1 CALL CENTER 41"..;� ri, w I STAIRS I �■ 0 9-0 ,' MIT .1001, /,,,,/ : / ci) ,.- . ‘e 1 0 I 12 1, 42 - Fes. Altr a j % 4 ii' ` � - Lat.1 80 + � 1.14" Z \ 0 P +�� F ,!-0 12-0/ tri 1 % ' . 1. 2 s T CAR WASH °° Long.A ■ e r / . us a �, 1 // Q 0 Lail itIll / C \ C \ 11 C \ f't� a 0�p / 12*-1114 F / , , * Ill a oe �. W ,ifiii , ^• µ• / // Alprip * , .SS .. FF�� ` / o I I'-3% \ 12'-1 C \ 12'- 'A C ir-o T'-•- 10'-3 \ C I R CFOid,... _� a r 1 U_' I i '� pO '* . m II iCAR WASH I • .40. li. • ,• / I ----)Lail '1-rQ GFH �._ %y di '-4 sn 1 r \ *14 . A ifitApp.1 ti ��' ...ie / - \ ' C \ 12'- "/: 12'-0 1'-1 B'-3 C , 7t2� 13-4/: / / 1 4t4* 14 Ii — 1I 61 » / � WA,,,/) ./�1g'-0FFI /' I� ` l�D PRQPe 1'-4 \ \ 12,-0'/x `' 1r 1% v 12'-0 1'-1 f rk . / / O *iiira� ' ` I1irAt r I SCO �� (5' ,� o W Q ca ? i a /CAR WASH v O -Q / i rt 4 / 130 ch 0 OH.DOOR 4n. 4 itR 741, It. lt T'rpi E.:6 `" dCn x 11.1 71 t I " 'iLong.A /' % �pR 44 7. 7 / iLlf. / OREGON ::, z Z1 v�1 La" / in .� � Z d Q13'-4'/x 4'-if1/2 -2'-7 I 5'-5 \ 12'-0 `� � / F'leo �e r�3 ,� ��� :0: - : -� Q-n % / /� 7 s C. S Q d�– -�; 4a / /, r / o g Q- I ' I sr,5 ♦ .. `�♦ . • 7/1/ 4 u,/ ill '-'•\ / 410. '� ���� , Expires. tt/ / '� -4 /,,_ �� z C Ei v o44C o av cv) -1---,,,/ * / / /'' A �B�' Ciii/) •--- it,,,_. . 1111 . \,..-} if / tib / 74 i„,.._ * ..' , AUTOMATIC :-.. i _,--------N.00001101 / � /� .^`cE al ;;- ,� FIRE PROTECTION /44:;., • i/gly '• %--tt...,,, ,,:aira,_ .#4ir Abi. / -- � /: ' SYSTEMS INC. -----..-..,,,,..-4).. ..i.„...,_ ,. ...444,—..NIIII, 41141, ,. \ „...:: ,..,,... . .0 kle AlOi\...--)(ti ilZ> II . \\,rr.:11111 .-'-'- 1 I , II ' 0P 0I. Q // 5 SYSTEMS } / 4 c� o= PARTIAL 1ST FLOOR ' \ / Nor#hews# Perspective �'R� PFLO��G� FIRE SPRINKLER PLAN 19435 SW 129th AVENUE SCALE: 1/8”=1'-6 =��� TUALATIN,OR 97062 4 v/ti FAX:(503)692-9284 03)(503)692-1186 �U��4i OR CCB#0067534 �y� Sprinkler Legend f WACCB#AFPSYI.091BZ / Symbol SIN Model Quantity K-Factor Type Size Response Finish Temperature Note 1 / 0 TY313 TY-FRB 597 5.6 Upright '/2 Quick Brass 200°F 11111110-- 3351 TY-FRB 20 5.6 Sidewall '/: Quick Brass 200°F DRAWN BY: DVP s / TY313 TY-FRB 16 5.6 Upright '/x Quick Brass 200°F On Sprig WET ! DRY SYSTEM 5 TY5237 EC-11 64 11.2 Pendent '/4 Quick White 200°F SYSTEM 2. i 1 1 67 SPRINKKERS ; DATE: 10-27-18 Q TY4131 TY-FRB 30 8 Upright x/, Quick Brass 200°F GUWSU Guard with SheildWET I DRY SYSTEM 4"i9e, AHJ: City of Tigard ...—/ _ _ TY6137 EC-14 5 14 Upright °/< Standard Brass 200°F SYSTEM I r 186 SPRINKLERS TY3235 DS-1 24 5.6 Pendent 1 Quick White 155°F yi ;♦ TY323 TY-FRB 174 5.6 Pendent '/: Quick White 155°F I SHEET: TY6237 EC14 19 14 Pendent '/, Standard White 200°F Total=949 _ - FP-2 of 6 WET SYSTEM MAP SCALE-...... .. 1/16"=1'-0 DRY SYSTEM MAP KEYPLAN SCALE: 1/16"=1'-4 AFP. PROJECT#: 18065 \ SCALE'. 1116"=1'-0 c *I\ Hydraulic Information Remote Area 3 z OCCUPANCY CLASSIFICATION Ordinary Group I O a DENSITY(gpmfits) 0.15 for 15001t7(Actual 1570W) cn o_ 'TOTAL HOSE STREAMS 250.00 Zo TOTAL HEADS FLOWING 7 v7 1K-FACTOR 14 5 TOTAL WATER REQUIRED 581.94 TOTAL PRESSURE REQUIRED 69.820 - SAFETY MARGIN (psi) +7.316(9.5°x) r °° Lu L m I 1POI ei 1 o L M N 0 P ( pJ O ''-i z I i 14- I \7 ./. , I I ) . (----\, I"1 �; ii 'I 1 i ( 18 . (! ' I i 1 I IiII 102 i HOVERHEAD ,_" i: 7 17 7'-111 ATK IIo ' � I OVERHEAD s-T/ DOOR I i+-• DOOR ,, Te e-- '1 it ALy ( 1 I I I i I - • 18 I.: I C2431-1 FF II / b 1 / / 24-1 FF /1,1 j� i /4 /� i9 1S • OI 0 A r 'iP l i i;1 (1 4) 16- 1FF1- w' 4 e _ J / I j SHOW ROOMR „ � I 7 SHOW . Q �15-� a ROOM Q • r i1-2 r( ; 1. -,4 .H (*,-. _, _ A ; rA (I"Ov ;T - Of r r r iii: 4:0 ,z 4:13 , 1 0 0 s r M Q • ll 11 _ /I 1 , A P. U { v I 'r -us--7-.' tYs ,_. -- - 21 2 L, W ~ '; ' 17 r�r v j c1 1 ‘21n ._ `ltC D1 , , r Z PI w / / . w / ' 11-0 X I OPE TO ' :OVE I -2 d 1;_-_:.' zg 43 +a ,_ � - i �iir M i-i 22 ' '' O r a of / � 1 ?a i'-1 .'It • III /°' - - - / tr- - - - _AP 1� _ _ :-I. -v kr ? X 1. it O r? '1 a • Li_ it �I / 0 11-0 0 Z LL 0 •u- Z 0 Long.A 0 I'? �¢ iii 0 • LangA O La4 a {4 0 4 � 44 4. . o c + 4 0 v- &.b � 0 1 dii �1"70 - 6'-8 i 14' 8 3'4 13'6 8'-6'/: 'p`' 10'-3'!: 10'-0'/: 10'$ 6'-4 6'-7 LI, ' i $'-1 6'-0 1'� t. 3 Lat.2 Lat 3 Lat.3 LaL 3Lat I:. 03 4 / t 123 1 Q A �J / "" 'UP TO UPPER t.i / '4 / LEVEL w N / - GOODS liN 1 1.1'` . -- _ _� 24 �Lat 3 CL SEl S T Z - �� !- / 11-0 11-0', 1143O - a , fIOFFI ti / __._ 11 11_- - '� ` vZ 5�'/ 1. 1 • in t- I OPE T ABOVE ,IIL 1 '� GOODS-1744 1 •. - ?, ,_ H 'I i • �� !�� i „ 4 .-yq I OFFICE _g - n , -. \ / 'OFFICE] r m . 'y 11-0 ,a it H 1 Ys - +.+ Q o 'I 1'/s �I 1/� , .-- � 1.N 1'/�e _ -- { 1'$p'-�" 14'-21/2 5'-0 T-0 / 6'-11'h 5'-01/2 16'-0 .1 1.$, < 4'-0 5'-61/2 1.I LOUNGE' I OFFICE I 4 _ ~ ErQ 0 4, e- IV t4 -e"-'11 t___-1_ - It 4'-11?'/: :: Lil {,i - S _i > /q ..I -- - � /s? I- �11-'-9 13'$'/s .4 13'-6 .4 11'-9 * -I er / fl~'' 4- 0'-11 w 19 q i 41 ; OFFICE OFFICE OFFICE OFFICE OFFICE ��� X g•A 1 ti -�� A,�.� / G �' oe 1'/s ' s ti 11 0 11-0 11-0 `7 2Lat.2 • - 'P / Q 1'/�a 1 h. Y T 16%0 14 2'-11 • 8'-2'/s 4 12'-0 N 12'-0 " 12%0 4 12'-0 w 16'-0' _1 k ! ' J.C. .1 ' m STORAGE , 11 I ` - - II Q `� 'STORAGE' 4'-1 PHONE 1111 I #.--11.-- # 7 r •DOWN TO I 1D ! LaL 3 dd �° LEVELLOWE �1 4 1 ` 1 \,` �r� , 'OFFICE' o r-0 1 r c -0/ =C ' - WOMEN'S RR 8 4 ~- • --,2'-0 FF i' m I HALLWAY I / 1 / `� HALLWAY I to 4 • 1- ipc ti ! i • g 't.. S '9\-. `4 Z'-0 .- A-� ./I',1 1'/ 2JI (Y 16'-0 111` 1 1'/s 1'/s 4'-1 '/, 16'-0 H 2'-11 12' 2' 11 4 h ,'�q_a I � 3� rt a , • F zt \ I j i �1 MEN'S RR % OAT H RCZtel IBAt*f'R /�` m u. ^► DISPLAY DISPLAY 11 in 9 i -�!!-. , 11-0 N * 11-Q I o 03 Q > Q / r 18'-4 4 1V-1 O'•9 3'-8'/2 ao i C m IY H 4 �• •H 4 /9 9 �,u. N y r Nom, O cin r • 2$'.1 FF /10 /°p - ,' • /°D /a° / 28'-1 FPI - I R Long.A 1. - :A? fqQLV 5 v c Z O 0011 ._.--.! \ �- W I- - '{ f ._, 1Lat.3 _�cn M 1'/� (i N c:4 ,. < FNJ c Z . I Q '41-4 �, w• • ; 1 6 ,•� 16'-0 42'-11 "0 12'-2b 8 I -2 4 4'�e 6'-91. 4'-5' • 6'-3i •• 16'-0 y 16' O rN- Y = O a i� r "Hi U O � Q Q Z � OPRCE I ONLINE SALES I BREAK ROOM I � .. JCE I I .. cri ! I / •1 • e 7 1 1 1 1 1 4D rill V4 26 c-�n cw �, (�4. g f >> h •_' � , - o a v � � r a cn II 2 - �� I 13") i U a f` • L t M) N 0 P o 00 M �N P a AUTOMATIC FIRE PROTECTION Li PARTIAL SECOND FLOOR PARTIAL 1ST FLOOR SYSTEMS, INC. IFIRE SPRINKLER PLAN FIRE SPRINKLER PLAN 50SCALE: 1/8"=1'-0 SCALE 1!8"=1'-0 • -" ' Q1u Sprinkler Legend s ►!r 4 > Symbol SIN Model Quantity K-Factor Type Size Response Finish Temperature NoteLotti PRQ,cFS i '- , Q TY3i3 TY-FRB 597 5.6 Upright 1/2 Quick Brass 200°F �,� 548v�0 E�.5> oma • 1. 3351 TY FRB 20 5.6 Sidewall '/: Quick Brass 200°F r -1 "' s 5" p >- I\ TY313 TY-FRB 16 5.6 Upright 1/2 Quick Brass 200°F On Sprig SYSTEMS • TY5237 EC-11 64 11.2 Pendent '/. Quick White 200°F vy,OREGON y O TY4131 TY-FRB 30 8 Upright 1/4 Quick Brass 200°F GUWSU Guard with Sheild ►�1 1111 ' TY6137 EC-14 5 14 Upright '/. Standard Brass 200°F C. 5� F/�'F PRO� �C aid TY3235 DS-1 24 5.6 Pendent 1 Quick White 155°F7 White 155°F E]gllres: 7/1/20 19435 SW 129th AVENUE Q TY323 TY-FRB 174 5.6 Pendent 1/2 Quick • TUALATIN, OR 97062 Of.'t TY6237 EC14 19 14 Pendent % Standard White 200°F / (503)692-9284 A.i Total=949 FAX (503)692-1186 KEYPLAN KEYPLANOR CCB#0067534 WA CC B#AFPSYI'091 BZ SCALE: 1/16"=1'-0 SCALE: 1/16"=1'-0 DRY SYSTEM 5 DRAWN BY: DVP SYST M 2I 1 167 SPRINKKERS DATE: 10-27-18 WET A1-1.i: City of Tigard SYSTEM 11 [ t 1 �r DRY SYSTEM 4 I SHEET: 166 SPRINKLERS .. FP-3 of 6 \...., WET SYSTEM MAP DRY SYSTEM MAP SCALE: 1116° =1'-0 SCALE: 1/16"=,'-0 - AFP. PROJECT#: 18065 i 1 . **\ 0 ® 0 0 0 O G z 0 a (I) a z 0 _. . _. a ° w w } m W 0 z A . . - - - - - - • --® H Hi 1 . _ r i GL 2 1 - L_ ® 7)• Z: 11/2 cs C \ 9'-6 i'-9j 6'-101/2 94 9.-6 9'-6 9-6 9-6 9.-6 -10/= BRANCH LaL1 Long.A AUTO SERVICE GARAGE Long.A µ LINES SLOPE EXPOSED DECK i; b b '/4 PER 10'-0J OBSTRUCTED CONSTRUCTION WITH I BEAM IE_ 3 3J I LAST HEAD ON EACH LINE TO BE AT 17"BELOW w • O h U DECK AND 1" BELOW BOTTOM OF I-BEAM s'.oFF� f H ,� 3, 1'/i r 1'/z ' - \ 1 Y C \ o--. 1\ 1 .• •♦ O o„' Q o a C 8'-6• ' 1'-9 6'-10'/:` 9-8 ' 9'-6 O •8,-6 \ 9'-6 $ 9'-B 3-8 4'-10'1: v� 9'-6 9'$ `� 8'$ 6 b b o J r trob ob 0 4 . ZU 14q � J r ' L. k BRANCH LINES Nw u SLOPE /" PER 10'-0 j - O O Q O W O C O 6 tY} t C \ 11/ �.: \ ::1'/: C \ G ., 1'K Q C _ : 11/2 _ '� J H ,1 H 9'$ 1'-0 6'-10% 94 9' 9'-6 • 9'-6 -0 9'-0 3-0 I 4-10/: 9'-6 9'4 W-6 2e :4. 43 63 Q /w os as o► OO Lat.11 ••' _ b b b b O 4 H -7; - 1I ED Laila p Lat.1 w A 41 ili 10'-7 w 8'-0 a, 7'$ 1''1'x' -& Lat.i �' 4 H 4? A b' I 4 0- 1'/: I _ %s I . 9'-6 1'-9; 6'-10 \ 9'-6 9' C 9r6 \ O \ 9'-6 9-6 C 9'$' C 3'--9 1 ; 4'-10% "' 9,-6 9'-6 9,-6 \ 0 }. O '- Latt.Th i -& i J 6- � � b7 � b BRANCH LINES I _ BRANCH LINES rSLOPE / PER 10 O' $-0 Pa t SLOPE / 'PER 10'-0 0O '. u._ n Z ,, iC1 O C \ C 8-0 FF It \ _ CC ,, 3 b 1, 9'1 91$ 1 -0 4- / 9 g6 9'4 b b b wo { i / / / D MAINS SLOPE l w ' ia • '/x" PER 10'-0 l o o u �- m Long. J ,-- g C 5 I- - i ` 1 • tl 1 � , r • Irl 4 . Lat.2 Z 5 Lat.11� 75'$ Long.‘-......**1 - 1 4 :_ Q u; MAINS SLOPE ,r m �, Vw Nir'� p-' J ' PER 10.Oi _ I -. ,- .s 33•-11 ,; yy 8'$ ' 9. 6'-10 9r-9 !' 9`4 39'$ -8 09'-6 T-9 4'40% is 9'-6 8'4 W-3 Lat.1 DOWN TO DRY VALVES i, % �yi.Lat.2 IN RISER ROOM 1- - I- ' BRANCH i! �'�j A Z LINES SLOPE e'! c.± aRTs TO~� O '/s'PER 90'-0 '�-' 1 , y P. / ` T B'* 4(OF,� {{ b O FIQ '4i I � r �"I • / ! � NE 7 OM O \ 1�/_ �: . \ C` C \ O O \ 1'/:' y 1,/t /, I"' 8.6 1'-9 6-1 D'h 9'-6 W-11 S'-0 9'4 I 9.6 9-6 9 410/= Y-• w-6 v s-8 0 / UNDER PARTS MEZZANINE © Lang A I Lat: Long.A / � / h�Qr FIRE SPRINKLER PLAN W / / SCALE: 1/8"=1'-0 lil ._ II iv w � • w �, 1 1Lat.11 I ' '` C� 1'/: 'h 11/4 I E 1% ..,_ • / C \ .. \ \ . .. \ O O \ C C 0--� \ Fc 8' 8'-0 9.-6 '-9. 6'-10 9'-6 9'-6 9'-6 9'$ 9'$ 9'$ 3'-9!s 4'-10 9'-6 2'-4 / \ �,.7 � A' 00 ii UI .J 1 � � � \ � �V Q O. 9 W iiiv aj Oo c11 J • Z �n 2 C $'-0' $,-0 \ 8,-0 ilia , \ 9,-0 -8 i 6,-10 \ 9,$ C\ 9'-6 9.-6 9-6 9-6 9'4 S'-9 ` 4=10% " Y-0 ` KEYPLAN Z _ Q W Q M a , c11 SCALE: 1/16" 1'-0 Q o O W i_I i- co / N (°J 8 7 +I` i-i N C cp r 1� Q f!1 �J cc E AUTO SERVICE GARAGE 1 j rn EXPOSED DECK OBSTRUCTED CONSTRUCTION WITH I-BEAM Z Z 11/2 - „ 1'/= _ a"' Q N O O H ,. C � ' N � Z O Q C 8'-0 8'-0 \C 8'-0 \ 9'$ `-9: - 6'-10 \ .. W-6 4� W-6 9'-0 \ \ 9'-6 9'-6 9'-6 3'-9Y: . 4'-10 8'-0 a rn cc �"' Lat.7 y I 0 CI V 0 g Q Q Z Lat.1 U O civ @ (=7 ' 5 w Fri i BRANCH LINES s^'. BRANCH LINES BRANCH LJNI+S `'' cLuiO cii 1 SLOPE W'PER 10'-0 : N. - y SLOPE'/,"PER 10'-0 SLOPE 34"PER 10'-0 � ~ < Q O } .. } N o11ra_ U °0 , a_ cn N W U d Z 4. _ ��/, 1'/z 1AUTOMATIC '/: r C ‘)3...08-0 \ _ 8'-0 \ 9'$ 1'-83 6'-10 \ 9'-6 9$ g•-0 \ g-6 6 g,$\ \ C MAINS SLOPE 1 _ i FIRE PROTECTION "~ '/z" PER 10`-0 1Long.A ; ./-1-3) H I -I 5, Lat4 SYSTEMS, INC. NI Lat.1 34'-O% .y .1 ii # Lat. 01 .2 'Lon A MATCH LINE5 -• .�,yw,� SEE SHEET FP , PROFS tt't? PARTIAL 2ND FLOOR FIRE SPRINKLER PLAN 0 SCALE: 118"=1'-0 S^ © t".4 OREGON_A j SYSTEMS u) Sprinkler Legend gas ��� 7'c �0 Symbol SIN Model Quantity K-Factor Type Size Response Finish Temperature Note C' A) G R� P R O� 0 TY313 TY-FRB 597 5.6 Upright 1/2 Quick Brass 200°F . 3351 TY-FRB 20 5.6 Sidewall 1/2 Quick Brass 200°F EXp re$; 7�1�20 +/ 19435 SW 129th AVENUE TY313 TY-FRB 16 5.6 Upright '/: Quick Brass 200°F On Sprig ,� � � 1 TUAIATIN,OR 97062 / _ + TY5237 EC-17 64 11.2 Pendent Y. Quick White 200°F I (503)692-9284 0 TY4131 TY-FRB 30 8 Upright % Quick Brass 200°F GUWSU Guard with Sheild I FAX: (503)692-1186 A ►4 TY6137 EC-14 5 14 Upright % Standard Brass 200°FOR CCB#0067534 TY3235 DS-1 24 5.6 Pendent 1 Quick White 155°F Q TY323 TY-FRB 174 5.6 Pendent '/: Quick White 155°F /� TY6237 EC14 19 14 Pendent 3/4 Standard White 200°F f Total=949 i L DRY SYSTEM 5 WA CCB#AFPSYI.0916Z DRAWN BY: DVP WET SYSTEM 2 167 SPRINKKERS DATE: 10-27-18 L WET I 1 DRY SYSTEM 4 YPL N SYSTEM 1 i '----f7,1r. 186 SPRINKLERS _ A1-1,1: City of Tigard .PKE A SCALE: 1/16"=1'-0 J SHEET: �" - . 1 F P-4 of 6 \.... _. .____. WET SYSTEM MAP DRY SYSTEM MAP SCALE: 1/16"=1'-0 SCALE: 1116"=1'-0 AFP. PROJECT#: 18065 J_ MATCH LINE 4 - 1 rc '144\ _ SEE SHEET FP4 G ,-0 8,-0 'u 1�/= 8'-0 \ 9•-B '-9' fi'-14 \ C g'� G\/' 9,� 9'-6 \ G 1 7 g•� 1'/x`4\ C 9,-0 \ 0 Z o • i= a AUTO SERVICE GARAGE Z N 1 EXPOSED DECK 4 Q Lat.1 OBSTRUCTED CONSTRUCTION WITH I-BEAM g.2 c7) El W N CC C ` C '. 1'/2 `C \ 1\/7 _. \\ 1'/7 v\ \ C}3 �8.48'-0 8'-0 W-fi '9i 6'-10 \ 9.4W-6 9'-6 1'-7- 9'-6 9'-6 T • Li I n �,Lang.A 0 . ■ i w it z �I9 i i a _ -a I1 1 W r • BRANCH LINES ;., 1 BRANCH LINES • I SLOPE '/,"PER 10'-0 SLOPE '/:'PER 10'-0 ■ • • $'-0' 8'-0 6'-0 9'-6 i'-9'r $'-10 9'-6 9'-6 9'$ 1'-7 9'-6' 9'$ ■ ■ • • tut Lat..' WA III CI. • w p • zaco UJ Za • Lat.1 2 ' I II 11/2• b'-0 81.0 8'-0 \ 9'-6 i'-9: 6'-10 9'-6 =C� 1 -c9'-0 ` 1'-T. 9'-0 \ C '-� ■ (3 N ■ 10 .-----4 I`I W f-t 1-' 4. • // 6143) � q • - • c \�. 1'/' c , \ C 14 c \ ,- : 1'i:,\ I t i IN 4 8'• $'-0 9-6 1'-9, 6'-10 9'-6 9' 9'-6 1'-7' 74 / •• 17 i I � i Ci • I !% Z • W • W _ (A • 1 N N �'' ._. M •• ,8 LU • Y cn i N 19 r= cn 1 lJ` : C C 8 , s' 9'-6 Lat7 6'-10 9'-8 :2218• W-6 \ IX ang Q Lat.1 - 1 1 ' /• z ■ i • i1(75 • i.--1I 4 co •r CC •43 49414, GI , H • C c >r '�:. 1 $` 0 \ 9'-e 1'-0; 6'-10 ' " 9,-0 r�/x W-6 91-0 \ 0 ':••p�RS�Op O= • 20 / /778 w ,'. J0.c hi •' fr' _ o I- c J p f' zip? R L, / 21 0! // • rr. } $'-0 3'-0'/Z 14 ,_ 4'-11% Ilr -0 .--, 3 6'-10 9'-6 9'-6 g'.6 / -- b ff. . ��_a -1 I til Z oo_ �I O�,o • rr LU Ov I w n // • rf M D 1 1 I Lat.i� oy Oa, eta / i • f� �\3,J0 'O ft •m C \ 8.-0 \ 1'/7 Lo 1'17 \\ � ff• / / 9 I- 1z i ELEV. C \8'-6 V-9; 6'-10 \: 9'-6 9'-6 O ,. / rr� z o } I STAIRS E • • 'r' '-.4 J a 12 ; 3'-i1 w �..� rr.-8 "� n iv Z \ N r w .Z - UJ I LU 1 � O. • ry fry mo ejs. J U • J 1/ 1/ 1410 U) f14•-0 . 8'-0 8 L 9'-5 14'-0 i d -!= e ., 4ti -O p CiI /AFE3 • Z R 70. \ ' /I z JJ ` Jr, � / / p•f Jy -a "d ,1 III = c \ u" �� : ` \ 1'/7 ? it iN it COCO 141-0 l 141-0 r 3.8'/: 9-5 13%0 J, �'�9,j '' -I*1 • / / Air . ......Ins / 1 _O •O C et > I • rJ- w � 1'/x 1K J / / CLU I 174 c • \, 12'6 r-0 3' 12'-6 U �� A. /4? • a oQ / 4 cc ,•• ,.• 4,x, / V- - - - - - - -71 01 7 / � 1 �_ _1 11/2 .., 11/2 ... a. I 4:: C" / _i 0----;.., 0 •, , ... ---.c '. :. / -- ,:`,....„ i -03; 110 /it\ ii Q 12'-6 1T-6 T-0 3'41% 10%6 / k f" 9, %.i7 ` •� • co cc.! / _ A' , _ �'r0 , 11: /:11.11 ~0 , 24` / ` 14A q 46 AINS SLOPE '' 11 / / MATCH POINT 2 i` ,, ', - vZ-/7"PER 10'-0 • v) cu 1/7 11 CI - ` at.6 /z , , Lat.fi C \ 13'-6 c. 13'-6 \ r 4'-11'/7 f7\ // RF,yoT� ` f Hydraulic Information ' T-1'/x \ 14'•3 Y 45'' 44 t, 4 CI 4 ID -2 L. g B T. • / q� Nip,. ® ,,. Remote Area 2 / ilit 1110,-.q J� ? fir` OCCUPANCY CLASSIFICATION Ordinary Group I 1 0 DENSITY(gpmift2) 0.15 for 1500ft2(Actual 2053ft2) 11,16..._ •, W I Lat.1, ,Long.A /61 TOTAL HOSE STREAMS 250.00 a) Q \ C. 1'/' '. L 1 O / • Nir DRY CAPACITY 576.47ga1 4::`I' 12 ND 499 y Wco 13'-0 13'-6 4'-11'/70" / 00 ❑ r9 /r-/ �► ��" TOTAL HEADS FLOWING 17 4- - - 4, 4 i r i . ` NO ' 0¢ ,''J K-FACTOR 5.6 -or- - 1 ,; C a) r? F--- `d . r Nlliti /lo°'O" TOTAL WATER REQUIRED 616.830 '5 0 , 0 _ Q � � cn a, Q z z � �. • TOTAL PRESSURE REQUIRED 57.327 ° Z. 25 � � � Z O � SAFETY MARGIN (psi) 18.914(24.8/0) N r- 1414 4:. CC {r a �o0 ' ToRM ,,A111frollir$100.. U � � Qazit , a 1 A 0 • C./ �T��T �i 1///T rt . I v m v � NIIIII!'" yir: MATCH POINT 1 r 4 1111 6- Hydraulic information o Q o o >- / 1 / Remote Area 1 cy ecec 4"x 108'-2"FROM HERE TO MATCH . • 11: OCCUPANCY CLASSIFICATION Ordinary Group l 0 iJ1141100r411' r POINT THIS SHEET • -0 • DENSITY(gpmlft7) 0.15 for 1500ftx(Actual 2098ft7) �' 8,4 4 ` TOTAL HOSE STREAMS 250.04b 0 l r 7�,� . .010Z � .i: 41: DRY CAPACITY 571.42ga1 AV TOl�'lATlr C uiCI) TOTAL HEADS FLOWING 12 v i °. FIRE PROTECTION .-----''''' 1110: \ a4 F fi '4 K-FACTOR 5.6 r�. • a C "Q TOTAL WATER REQUIRED 501.86 SYSTEMS, INC. m 0 TOTAL PRESSURE REQUIRED 56.598 S 1 N. / / 1:: / © / SAFETY MARGIN(psi) +22.421 (28.4%) or 4"x 108%2" et - .2. ,fr - 5.-< PARTIAL 2ND FLOOR ff i - ,. REMOTE AREA 2/ , S`'�� FIRE SPRINKLER PLAN J I L_. -- ---__--_ - _t_ - - - - - - / '' �, ICJ,' `��, SCALE: 1/8"=1'-0 ��� � r DRY SYSTEM �) INSPECTORS TESTII A PROFS SYSTEMS GIiYF��cS'jOy C /aqA Q., 54330PE KEYPLAN PARTIAL FIRS T FL DOR s- ��RE P Ro��G SCALE: 1116"=1'-0 0 FIRE SPRINKLER PLAN vv}}��OREGON 1St* �� 19435 SW 129th AVENUE SCALE: 1/8"=1'-0 �11��jj C. SES TUALATIN,OR 97062 (503)692-9284 Sprinkler Legend Expires: 7/1/20 FAX: (503)692-1186 Symbol SIN Model Quantity K-Factor Type Size Response Finish Temperature Note OR ccs#0067534 a TY313 TY-FRB 597 5.6 Upright '/2 Quick Brass 200°F I J / WA CCB#AFPSYI'091BZ W.- 3351 TY-FRB 20 5.6 Sidewall '/2 Quick Brass 200°F I / '� Ilt TY313 TY-FRB 16 5.6 Upright '/2 Quick Brass 200°F On Sprig I 1 , • TY5237 EC-11 64 11.2 Pendent ' Quick White 200°F I DRAWN BY: DVP u 4 ) TY4131 TY-FRB 30 8 Upright '/4 Quick Brass 200°F GUWSU Guard with Sheild WET SYSTEM 2 I DRY SYSTEM 5 � 1167 SPRINKKERS - DATE 10-27-18 1hl TY6137 EC-14 5 14 Upright % Standard Brass 200°F TY3235 DS-1 24 5.6 Pendent 1 Quick White 155°F WET I DRY SYSTEM 4 SYSTEM 1 I 1r ._. - 186 SPRINKLERS 1 � 1 AHS City of Tigard - TY323 TY-FRB 174 5.6 Pendent '/: Quick White 155°F 'mm R TY6237 EC14 19 14 Pendent % Standard White 200°FI I 1 • Total=949 _7^J � SHEET _T ---- FP-5 of 6 \...., WET SYSTEM MAP DRY SYSTEM MAP SCALE: 1116"=1-0 SCALE: 1/16"=1'-0 AFP. PROJECT#: 18065 z 0 . a. Z in 0 0 C Ce LAT. 1 - SEISMIC BRACE CALCULATIONS LAT. 2 - SEISMIC BRACE CALCULATIONS LAT. 3 - SEISMIC BRACE CALCULATIONS LAT. 4 - SEISMIC BRACE CALCULATIONS m Project Name Jaguar/LandRover Brace Name Lat. 1 Project Name jaguar 1 LandRover Brace Name Lat. 2 Project Name Jaguar/LandRover Brace Name Lat. 3 Project Name Jaguar I LandRover Brace Name Lat. 4 LLI Seismic Project Jaguar- LandRover Drawing Reference FP1 Seismic Project Jaguar- LandRover Drawing Reference FP01 Seismic Project Jaguar- LandRover Drawing Reference FP03 Seismic Project Jaguar-LandRover Drawing Reference FP03 ci 0 Project Address 10125 Washington Sq. Rd. Standard NFPA-13 2016 Project Address 10125 Washington Sq. Rd. Standard NFPA-13 2016 Project Address 10125 Washington Sq. Rd. Standard NFPA-13 2016 Z • Project Address 10125 Washington Sq. Rd. Standard NFPA-13 2016 j g Tigard, OR Tigard, OR Tigard,OR Tigard, OR Approval Agency UL Listed Approval Agency UL Listed Approval Agency UL Listed Approval Agency UL Listed Brace Type Lateral Brace Type Lateral Brace Type Lateral Brace Type Lateral STRUCTURE INFORMATION SEISMIC BRACE ATTACHMENTS STRUCTURE INFORMATION SEISMIC BRACE ATTACHMENTS STRUCTURE INFORMATION SEISMIC BRACE ATTACHMENTS STRUCTURE INFORMATION SEISMIC BRACE ATTACHMENTS Structure I-Beam/Joist Model Size Load Structure 1-Beam/Joist Model Size Load Structure 1-Beam/Joist Model Size Load Structure 1-Beam/Joist Model Size Load Rating Rating Rating Rating Substrate Horizontal Beam Flange Substrate Horizontal Beam Flange Substrate Horizontal Beam Flange Substrate Horizontal Beam Flange Structural AF778 N/A 1,744 lb. Structural AF778 N/A L744 lb. Structural AF778 N/A 1,744 lb. Structural AF778 N/A 1,744 lb. Thickness 0.75 in. Attachment Thickness 0.75 in. Attachment Thickness 0.75 in. Attachment Thickness 0.75 in. Attachment Load Orientation Perpendicular to Beam Swivel Attachment AF771 112"xl" 2,394 lb. Load Orientation Perpendicular to Beam Swivel Attachment AF771 112"xl" 2,394 lb. Load Orientation Perpendicular to Beam Swivel Attachment AF771 112"xl 1/4" 2.394 lb. Load Orientation Perpendicular to Beam Swivel Attachment AF771 1/2"xl" 2,394 lb. BRACE INFORMATION Pipe Attachment AF775 4"xl" 866 lb. BRACE INFORMATION Pipe Attachment AF775 4"xl" 866 lb. BRACE INFORMATION Pipe Attachment AF035 4"x11/4" 2,394 lb. BRACE INFORMATION Pipe Attachment AF001 2 112"xl" 866 lb. See Appendix A for alternate seismic brace attachments. See Appendix A for alternate seismic brace attachments. See Appendix A for alternate seismic brace attachments. See Appendix A for alternate seismic brace attachments. Brace Len th Max 10 ft 6 in All seismic brace attachments manufactured by Anvil International LLC. Brace Length Max 13 ft 6 in Al!seismic brace attachments manufactured by Anvil International LLC, Brace Length Max 10 ft 6 in All seismic brace attachments manufactured by Anvil International LLC. Brace Length Max 10 ft 6 in Al)seismic brace attachments manufactured by Anvil International LLC. 9 Brace Diameter 1 NPS Brace Diameter 1 NPS Brace Diameter 1 1/4 NPS Brace Diameter I NPS Fig.AF778 3 Fig.AF778 Brace Type Schedule 40 , li . --Fig.AF778 Brace Type Schedule 40 2 .- Fig.AF778 Brace Type Schedule 40 slNc �.)f` Brace Type Schedule 40 Slr„�,,,,,; ''�� yp sl yam �f�, ° asrn Beam V . 90° Brace Angle 60 90° (By mono Brace Angle 60° 90° IBr Others)Beam 141: Brace Angle 60 90° (Br Others) \�® Brace Angle 60° (Br O hero) { 8 O ^ \Q , Least Radius of Gyration 0.421 in. Fig.AF771-- Least Radius of Gyration 0.421 in. Fig.AF771 J \\ Least Radius of Gyration 0.540 in. Fig.AF771 Least Radius of Gyration 0.421 in. Fig.AF771 - 300 Ilr Ratio Max 300 I!r Ratio Max 300 - Ilr Ratio Max 300 Ilr Ratio Max &nic. ' Service Pipes Max Horizontal Load 966 lb. Max Horizontal Load 713 lb. Nii„,r,(c)____..:, Max Horizontal Load 713 Ib. ``ti Max Horizontal Load 7131b ; ���.� �� Sch idols 40 iSchetlute 40 Service Pipe ce N. Schedule Pipe40 '♦, Brace Brace Pipe Schedule 40�_-- FASTENER INFORMATION FASTENER INFORMATION FASTENER INFORMATION Brace Pipe Pipe FASTENER INFORMATION Brace Pipe Fig.Pipe 71 FIg.AF775 A'•. Fig.AFT15-/ 4* Fastener Orientation N/A Fig. Fastener Orientation NIA Fastener Orientation N/A ,. Fastener Orientation N/A 4, (. Fastener Type N/A Fastener Type NIA Net Vertical Reaction Forces do not need to be addressed per NFPA 13 2016 Fastener Type NiA Net Vertical Reaction Forces do not need to be addressed per NFPA 13 2016 Z Fastener Type N/A Net Vertical Reaction Forces do not need to be addressed per NFPA 13 2016 Net Vertical Reaction Forces do not need to be addressed per NFPA 13 20I6 Section 9.3.5.10. ix Fastener Diameter N/A Section 9.3.5.10, Fastener Diameter N/A Section 9.3.5.10. Fastener Diameter N/A Section 9.3.5.10. Fastener Diameter N/A Lu Fastener Embedment Min N/A Fastener Embedment Min N/A Fastener Embedment Min N/A Fastener Embedment Min ! F... A • Max Horizontal Load N!A ceiMax Horizontal Load N/A Max Horizontal Load N/A Max Horizontal Load NIA -` * mmi SPRINijaa YST'E LDA ---• ..._ Ylil�WC Map! CL .. ._. � W D CALCULATION (FPw = Ce*WP) �� �T'EM LUAD����, = CP WP) ( Pw P ille SPRINKLER _ © CALCU�iON (FPw = CP P) Cp = 0.510 CP = 0.510 CP = 4.510 o z Line Description Diameter Pipe Type Length Weight per ft Weight Line Description Diameter Pipe Type Length Weight per ft Weight Qty Line Description Diameter Pipe Type length Weight per ft Weight Qty Line Description Diameter Pipe Type Length Weight per ft Weight Qty p p yp g g p g � Qty p y 1 Main Braced Pipe 4 NPS Steel Sch 10 30.00 ft. 11.78 lb/ft. 353.40 lb. 1 Main Braced Pipe 4 NPS Steel Sch 10 40.00 ft. 11.78 lb/ft. 471.20 lb. 1 Main Braced Pipe 4 NPS Steel Sch 10 25.00 ft. 11.78 Ib/ft. 294.50 lb. 1 Main Braced Pipe 2 1/2 NPS Steel Sch 10 34.00 ft. 5.89 lb/ft. 200.26 lb. cc 86.64 lb. W 4 Branch 1 Segment A 1 1/2 NPS Steel Lightweight 67.50 ft. 3.00 Ibift. 202.50 lb. Weakest Main Size Spacing Max Fpw g 0 131.00 ft. 3.04 Ib/ft. 398.24 Ib. 4 Branch 1 Segment A 1 112 NPS Steel Sch 10 28.50 ft. 3.04 lb/ft• n. gTotal System Weight = 3 Branch 1 Segment A 1 112 NPS Steel Sch 1 � 4 Steel Sch 10 40 ft. 769 lb. Weakest Main Size Spacing Max fpw IokWeakest Main Size Spacing Max Fpw O WeakestpTotal System Weight = , . bSystem Design Wei ht {W } = 542 Ib. Total System Weight = 1,489.22 lb. Total System Weigh t = 546.82 lb. 4 Steel Sch 10 25 ft. 1,307 lb. 2 1/2 Steel Sch 10 35 ft. 360 lb. S stem Design Weight {W = 629 lb. ►_- 4 Steel Sch 10 30 ft. 1,071 lb. System Design Weight (We) = 1,338 Ib. Horizontal Seismic Load (Fpw) = 277 lb. System Design Weight {Wp) = 1,713 Ib. y g g a CC Horizontal Seismic Load (Fpw) = 874 lb. Horizontal Seismic Load (Fpw) = 321 lb. Horizontal Seismic Load (Fpw) = 683 lb. 0 LL >- Z Z O z w 2 2 D LI CO I- 0 z a 2 H kll lit - CALCULATIONS LAT. 6 - SEISMIC BRACE CALCULATIONS LONG. 1 - SEISMIC BRACE CALCULATIONS LONG. B - SEISMIC BRACE CALCULATIONS CO LAT. 5 SEISMIC BRACE I-moProject Name Jaguar/LandRover Brace Name Lat. 5 Project Name Jaguar/ LandRover Brace Name Lat. 6 Project Name Jaguar/LandRover Brace Name Long. A Project Name Jaguar I LandRover Brace Name Long. 13 z o Seismic Project Jaguar- LandRover Drawing Reference FPO! Seismic Project Jaguar- LandRover Drawing Reference FP03 z Seismic Project Jaguar- LandRover Drawing Reference FP03 Seismic Project Jaguar LandRover Drawing Reference FP05 I J g o = Proton Sq. Rd. Stan Washington Address 10125 Project NFPA-13 2016 Project Address 10125 Washington Sq. Rd, Standard NFPA-13 2016 Project Address 10125 Washington Sq, Rd. Standard NFPA-13 2016 Project Address 10125 Washington Sq. Rd. Standard NFPA-13 2016 9 Tigard, OR Tigard, OR g Tigard, OR Tigard, OR A roval Agency UL Listed Approval Agency UL Listed Approval Agency UL Listed Approval Agency UL Listed pp g y Brace Type Longitudinal Brace Type Longitudinal o Brace Type Lateral Brace Type Latera! INFORMATION SEISMIC BRACE ATTACHMENTS STRUCTURE INFORMATION SEISMIC BRACE ATTACHMENTS STRUCTURE INFORMATION SEISMIC BRACE ATTACHMENTS STRUCTURE INFORMATION SEISMIC BRACE ATTACHMENTS w � STRUCTURE INFOR W CO w Structure 1-Beam/Joist Model Size Load Structure I-Beam/Joist Model Size Load Structure I-Beam/Joist Model Size Load Structure I-Beam/Joist Model Size Load Co Rating Rating Substrate Vertical Joist Flange Rating Rating •o F- Substrate Horizontal Beam Flange Substrate Horizontal Beam FlangeSubstrate VerticalJoistFlange =CD Structural AF778 NIA 1,744 lb. Structural AF778 N/A 1,744 lb. Structural AF778 N/A 1,744 lb. EE Structural AF778 NIA 1,744 lb. Thickness 0.75 in, Attachment Thickness 0.75 in. Attachment Thickness 0.75 in. Attachment Thickness 0.75 in. Attachment Load Orientation Parallel to Beam Swivel AF771 112"xl" 2,394 Ib, N Laad Orientation Perpendicular to Beam Swivel Attachment AF771 112"xl" 2,394 Ib. Load Orientation Parallel to Beam Swivel Attachment AF771 112"xl" 2,394 Ib. load Orientation Perpendicular to Seam Swivel AF771 112"xl" 2,394 Ib. Attachment Attachment Pipe Attachment AF775 2112"xl" 866 lb. BRACE INFORMATION BRACE INFORMATION BRACE INFORMATION Pipe Attachment AF775 2 112"xl° 866 lb. BRACE INFORMATIONas Pipe Attachment AF411/AF074 2112"x1" 1,145 lb. co Pipe Attachment AF411/AF074 4"xl" 1,745 lb. See Appendix A for alternate seismic brace attachments. See Appendix A for alternate seismic brace attachments. Brace Length Max 10 ft 6 in See A Appendix A for alternate seismic brace attachments. Brace Length Max 10 ft6 in All seismic brace attachments manufactured by Anvil international LLC. Brace Length Max 10 ft 6 in All seismic brace attachments manufactured by Anvil International LLC. Brace Length Max 10 ft 6 in See Appendix A for alternate seismic brace attachments. pp All seismic brace attachments manufactured by Anvil International LLC. All seismic brace attachments manufactured by Anvil international LLC. Brace Diameter 1 NPS Brace Diameter 1 NPS , -�- Brace Diameter 1 NPS Brace Diameter 1 NPS _ � Fig.AF778 • • - I Fig.AF778 - ' Brace Type Schedule 40 Brace Type Schedule 40 Sh„ „�;_! a Brace Type Schedule 40 .< . Beam�re: Brace Type Schedule 40 structure: r NW y p Beam(8y Others) Bar Joist rl Structure:Bar Beam ` ° ° .Nit� Fip.AFl71 ° ° (By Others) Fg.AF778 �� Brace Angle 60°-90° (By Others) r Brace Angle 60°-90° Fig.AF778 Brace Angle 60 90 Brace Angle 60°-90° O_ Joist(ByOthenJ W Qom,, 0 co Least Radius of Gyration 0.421 in. Fig.AF771 Least Radius of Gyration 0.421 in. Least Radius of Gyration 0.421 in, X Least Radius of Gyration 0.421 in, O coo Q C) rY w Fig.AF771 est a y N.AF771 lir Ratio Max 300 \ p 0 w Ilr Ratio Max 300 lir Ratio Max 300 lir Ratio Max 300 411101* + Service Pipe 7131 b. .�� Service Pipez Z Horizontal to Load Max Horizontal Load 113 Ib. Max Horizontal Load 713 lb. 0 Max h use 40 '` fe 40 460 -F19 AF074 Schedule 40 ,-r�Qi # Q , UZHwMax Horizontal Laad 713 Ib. schedule 4o S` ed ' _5theduZIC Brace Pipe Brace Pipe Brace Pipe Brace Pipe FASTENER INFORMATION FASTENER INFORMATION FASTENER INFORMATION F, < NI ? `� FASTENER INFORMATION S ( " (0=M0 o .� Fig.AF775 �.. Fig.AF775 Fastener Orientation NFA �� Fastener Orientation NIA Fastener Orientation NiA 0 - "-' 0 Sery ce Ppe !n it U- v u7 H Fastener Orientation N/A v Service Pipe Fig.AF411 Fastener Type N/A Fig.AF411 0 Fastener Type NIA g �' o_ LU I- Fastener Type NIA Net Vertical Reaction Forces do not need to be addressed per NFPA 131016 yp cn Fastener Type NIA Net Vertical Reaction Forces do not need to be addressed per NFPA 33 2016Net Vertical Reaction Forces do not need to be addressed per NFPA 13 2016 0 T m ci ci ° o a Cl) Fastener Diameter N/A Section 9.3.5.10. Fastener Diameter NIA Section 9,3.5.10. Fastener Diameter N/A Net Vertical Reaction Forces do not need to be addressed per NFPA 13 2016 Fastener Diameter N/A Section 9.3.5,10. Section 9.3.5,10, 0 a. Fastener Embedment Min N/A Fastener Embedment Min N/A , Fastener Embedment Min N/A Fastener Embedment Min N/A , Max Horizontal Load N/A Max Horizontal Load N/A Max Horizontal Load N/A AUTOMATIC��{I///� Max Horizontal Load N/A iii l.0 �a:nirY�e..0 ilr l �/ TO+�sIi TlC --- --___- - -.. ,... - -:�. il�.r I -'.- hilt I�i.I.;:1911 - Y...- �� , PR LER SYSTEM L D TION FIRE PROTECTION - i ,,,:lull,,,11 F 5 SPRINKLER SYSTEM LOAD CALCULATION (FPW ) SPRINKLER SYSTEM LOAD CALCULATION Pw P P- C = 0.510 CP = 0.510 Cp - 0.510 SYSTEMS, INC. CP = 0.510 .� - .... P ---- Diameter PipeType Length Weight per ft Weight Qty Line Description Diameter Pipe Type Length Weight per ft Weight Qty Line Description Diameter Pipe Type Length Weight per ft Weight Qty Line Description Diameter Pipe Type Length Weight per ft Weight Q Line Description yp 9 9 lb/ft. 471.20 Ib. 5,8 1 Main Braced Pipe 2 112 NPS Steel Sch 10 40.00 ft. 5.89 lb/ft. 235.60113. 1 Main Braced Pie 2112 NPS Steel Sch 10 24.00 ft. 5,89 lb/ft. 141.311 lb. 1 Ma _ Pipe In Braced Pipe 4 NPS Steel Sch 10 80.00 ft. 11.761bIft. 942.40 Ib. 1 Main Braced Pipe 2 112 NPS Steel Sch 10 80.00 A _ otal System Weight - :41, ,10 lb Weakest Main Size Spacing Max Fpw Total System Weight 235.60 Ib. II VrifQ 2 Branch 1 Segment A 1112 NPS Steel Sch 10 90,00 it. 3.04 lb/ft. 273.60 Ib. 'g - 1.20 Ib. 7 dl 1. 2 1/2 Steel Sch 10 40 ft. 301 lb. System Design Weight (W } = 271 lb. Weakest Main Size Spacing Max Fpw Total System Weight = 688.56 lb. System Design Weight (Wp) = 1,084 lb. System Design Weight (Wp) = 542 lb. c a r� 1- Y g P - � Horizontal Seismic Load (Fpw) = 139 lb. SystemDesignWeight Steel Sch 10 25 ft. 513 lb. Wei ht (Wp) = 792 lb, Horizontal Seismic Load (Fpw) = 553 lb. Horizontal Seismic Load (Fpw) = 217 lb. cil SYSTEMS (>°- _ Horizontal Seismic Load (Fpw) = 404 lb. F7R� PR 016'' 19435 SW 129th AVENUE TUALATIN,OR 97062 (503)692-9284 FAX: (503)692-1186 OR CCB#0067534 2 2 2 1 WA CCB#AFPSYI'091BZ PRo, DRAWN BY: DVP AotD4001r4.4:4:3:,12. DATE:DATE: 10-27-18 44 5433OPE 9 r AHJ: City of Tigard OREGON -e"[Y13 Ncr2-* . F4);`T $ SHEET: r c. Se Expires: 7/1/20 FP-6 of 6 AFP. PROJECT#: 18065 \...,