Loading...
Plans (5) F PS2O 17 - 00083 RECEIVED JUN 1 2017 6 r / ,,k,424 CITY OF TIGARD d k hSERVICE 6• FRE SEE 1 i NG RISER BUILDING DIVISION' DER �I EOM T.REMAIN h .1111. 74.3 Z •ice.IiMIM � mmmmatumi11■■Ill liII■■III■■■■■■■■■■■■1111■■ill■■ ■■■i■■IIS■■■II■■SII '! ..-....01110110 III" ,a u _ .�1■■�.■■■nomm• 1 '■■nn■■■l .� IIIIIIIIIIIIIIIIII1 ■■ ■■■11■■��I��xll1■■I■rsl ■111■■■■■■■■■■■■1111■■ I■■ ■■■l;glomC1111\r co ■111■■■■ i■■■■■■I1II■■11► ■■IL■■■I it-4•1111■■■11�'A■■I a :® AREA OF WORK ►� 11►,I O 4.7 I■■■C1EM1111 G ■■■■■■ill\ .sl.l1 . ■III■iiil�lll.■■■rrl■■■=■Illlli■1111 ■■■■IIS■11■■G ■■■■1_ 5 •-°EC. MECH ■ III 11111111111111 8131111■■■■■ UT1UTY ° Er j. : I ® ® Ili I■■■■■11■I I■■■ i■■■1I■ IIIax1111 :Its■■I"-1t\■■■■I nitile 1111 !■�IILI■ ■■■iiniii■ EIMEII _ Nit �'o ■IIICI■Ill■■■■ ■■■II■$III ■/�1IlA■�■■■� ■■11��,■IA■�■■■In■ ■■�II� --��miwl■■ IlliflhlliNO. DATE SUBMISSION III■■ 11 ■■ ■��111=;1■111::::::: a, .Its: ■■E■■■■■n■/II11 III ' I�l�elEarm.i���I������---4I■■■ILII■X11■■■Ay,■■I11 EII■NEM_ ■■:I>�;`h"_ ■■■1111 ra■■ i'■ Ilk i I�•1311,��/ 8111•1111■11�iii orcar ra. . ■�■11 ■■11n■■■■■ni■II■■MMIllt��■'''_-. ■■l1:1�1;1■■■ I■�■ I I■■■��■� III�� ���111 ���11■■ ■■■��.....�r..■■■1111■■111I �■■■1- ■11■■111■■■:�■ -� ��i ■ ° X11 II■■■I ■ ■■i � --�.,----J■1 ■■■■■eta■:L■■■II ==_ ----■■■■■11► / ---.:illli�.r-- i _ 1 ■11 ■1:r ■EL. ,. ■ i I' IIIISkiIU I ,i1►, EXSDNG SINGLE . __ ■■■1111,- 111111 ■:�■■■i►li,■■11■' �■■■ _• .-1 I■■■111■ ini h■r.�.■ tam it,�r,t ■■11■ t r o mzl . ■ c-■■111.' 9 F.D. CONVECTION TO I■■■ F�illl �&iIiii -- ■ 1®il'1.�I���r��■.1��■.I��' 11■ �,■■■ `���,■■IKiI�-I��� 1■��ll■■1I■■■`:�I -- - -� MN DR r =_ -- -I■■ . ■t!1■11� ■�I I I■■■■If■■L,I■ •�'�'l��I■ ■IIII�■■C._ ��■■■►�, � ■1�■ � � . �jlIIIA" ■ � '�11llll!I ■ ■i■■I ��t■■11ii ■■■■■1�■■11■■1�■■■■■� s�i■■ ■11 1■I,iil■■11■■III■■■I■■■I�11!�'.. .• 11rt rill ■1■■ttr1:IC ■�1■1■■[I inT111 ■ ■■■11■■11■■Y■■■.■!■ay,■■pr:a _ ,at. I■®=■■ougli :o t■;er : I=man=e:me=■■I■acilne s.,,1; :i►11 1 �►{; .■ ,■1 1 �� : , zm i i, I. I •I.' ■111 i1 ■�1� ■A �5---F.-----m-Lar.-5,-110• � � � � ■'naa. a.uIn. an..pl ■ _ ., I I.1• 1 ��._ �� 1. 1 - n AC ■ _ E., --- � �1� -- r ►��■t11LJ■■■■11riI:■-■1�■■■■■I■■1, SW SEQUOIA PARKWAY Sam- � III �!!!�!I ■1 ■�■■_ 1■11 ;; ■111 1■■■■■..11■L 15 ■ L ' ' 1111 -- l .1.9 163,,, . r/■t■k■■l1 1 i_II - •.I SITE PLAN -I■ a■ motrI in ■II■ ,`. I. �ll,_�'I� )"11111111 4 . .;: I�1 �11 ;; , IIINISSILN I■■■■■ �I■■11\�111111i III■i/■ a■L.1■11■ 1111 ■■■iI �.:_n.- �nn iiikhJt!5IIalH! .�1■■■v■■Il,■h. '■■■i ileo■� ml■111■■■•lliilail■■II ■111■■■■■I N.T.S. �1111,1flliit'! IJth - _ y. �.,►�■�� ��� ��■■���■��I�■■�■�L. KEY PLAN1 . ■tsimat ■■m '• J '.�i� ■�■ / I�I■■ �� �{i���L■■■■ _ ■■■■!■■■7■■■ i 1■'Il iiiiit■t■■■ ■■I■■■■■■f■■■■ 1■■1 I '1i - 7 i■n■■�1 I ® ;o I■ n ■III■u1I■ _■ ■:1.:■■■c■■ ! _ • XII ° ;I ` t 0-10 x PRODUCT LEGEND 1 ° 7 O _II- 1 INLET NIPPLE(1• MPn 0 © © O ILII : • \I I a I-- 11■ ■PI1'I EXA 1■Q.1 # pi.., Ail II I BIDG�LOBBY t ' .. 111/ a N /AC MING © I l�' UT 1■■@il■11■111■�III� �■ ■■■11111il1l�■6■■■■ Ilii► ��■ I■■E■■111ir11■■1 ■■■1i■-■1■■■ , t a .III■■ ��1■.112■.111 1■1'1,1 u - 1' 5 STNNU35 STEEL FLEXIBLE BRACED HOSE(1"NOMINAL DWIETER) ��� i t��aEk'J��■■. tp ,I, ;:,;:rs:::az< 6 COLLAR/WELD FRnNC 1■■LSI■■111■■_1!!ra� ■ ■■z■■■ ■■: S-3II ■■11 111111 l---===::=1■U■1 + II 4 - l-- a REWCINCOURETIAVAIABf1/Z"FNPQ X""iii?»??32'»>v»»'IIE�� ._____■■'_ rC1 R -��--o-L��J� Ic 9 CENTER BRACKET ASSEMBLY ._3 i�ilit»�� .� "_ ■■■■�, 141.) • --.1■■ 11111a.1.11.1111111.11 '•% ^=5=-- - ■� ° ,• \�.,. I■ O SQUARE BAR END BRABRACKEVETCKET ASS MBB 24"AND 4B"LENGTHS) ''��i t� t . '� it 1 'k= CEPTio 1M ° I 1-10 12 YSHEET METAL WnEr STYLE sV FlRELacK (r FUP» ;.,-i ?,,`f{ 1 I•. ■■11■■■ ■■■■■■■■I■■■�6 I�libi1:IIZs,_..■■■n.���ICm3■ /1 • JI � �■■■�■■1 ■►�: . ■ 11■ isi. ■ ■■ ■■■ ■■ r"t' �i`'11'.1e!•:!'Isr9mmai 1 ■1 "4111 HIPj l■1�■©4YL■11■1Paim �isti SEE MIMIC SUBMITTAL NUMBER ,DBS -11•5111161 ■ti■■■■■Ii■■■ 4SLInaa• ,I■u11■1ri, n \I 11I■■ ■id■■■MEIIIi ,-� n• �'' r SEE SUBMITTAL 1085 FOR t ;i -IBI1^ - r i``_. fr PA I Ira �� •i. _l.I 1 '� l .A■■■■.�,TIJ■■■■I- t ■ MAXIMUM TOTAL BENDS ®'I� �1► � ��. .IIS e I. ♦. i' ■■ I - I I". awArmn4 rAiIPM i g%ai:i .dfl.■r____■_J__■■■■ ■■ -- - :... •' ,�",G ''` ,, V ,Ii�l;�.7 .tea,^/i • /�-moi n al O ■■!Ild7■il iI�,�\ .rl`` i �I/[�ffi►>�iip't I:`l �_ �o�i`!,' 6 ', oIII Ilill ■��. IMr� - - ■ i• l� ■ 112.111■■ Pi t inig �` iiit i■■■riPM ' I NEE � HYDRAULIC-SYSTEM ■■■�J ■111■■■■■111■%/II7iMILIBM/%%I t1itl_ _ j _ ® 0 _ 1 ■..■11■ it■.■ This Buildingis Protected ■■!1CfA l..■■. 11)■■■`I�/rill' 11■■IiL' 4 i���1■■■■■■■■■..■I1■ .nby a Hydraulically Sprinkler Designed =--- IMM ( I�M 711.='a �t•I �� mI■I �/ � Automatic Sprinkler System C US ■■■L��■III■_■�_IIIL.IA..II��, � AB' r i , , 11 . A84 AB2 Y/ 2K4 AB24.V AB2 AB2' 2x4 AB4 LISTED I �I-. aimma ■■■ I STUD STUD �(a■ ► ■■I I 111 Remote Area 1 1' �®SIL■■1�111�■ °� �■I1■■ ■■�II�III■ _ # ❑ I � ■ I . I r r . It�.l I- la I. j NOTES• ■ ,i;,1,--�� A• , ,� - ,14j Location GROUND FLOOR i -0'- 1 l rA �I 1. REFER TO VICTAUUC SUBMITTAL 10.85 FOR ■���� �,•__ � r-1 „ SPRINKLER CONTRACTOR: �`..•'/ L"� ,j t•1 1 r i No. of Sprinklers 12 A�� 't IX ��� 1� ���w ���� ���S�� AODITIOWIL DETAILS. I■'I■■tigUrii rAIINI IR 'II� 0 p DROP CEILING TILE lr V�:b SPRINKLER HEAD II (✓ / /' / ' ( Calculated Coverage Per S rinkler 144 SQ. FT. VICTAUUC MODEL V2708 lr.��'■• .'.I��r�.r.'eI'�`�'i%11?!;'��,I��1� ®`jk ''.1�I 9 p CDUNG COVER PLATE CONRViCES10N PIPING �-� . / , r�`�r.J � l i ' Basis of Design BRAIDED VICFLEX FLEXIBLE �CtaU11Gr SERVICES DMSION wIF ., I . I I : I V 1" .1 O PRQIECF: BIGWED VICRflf HOSE ASSEMBLIES PROJ1 . C1)1S4 ill URIre::)+ Iri��■����.��`iJI�I'■,�,1�It'i.�� �IFT� I■■ �■!■���■� 1. DENSITY HOSE SPRINKLER ASSEMBLIES / r F awn ems/.p�%ilniJJ va!! 1■■■■■■■■■■■1 CUSTOMER: P.o./ 2. DESIGNED AREA OF DISCHARGE 946 SQ. Fr. FOR PENDENT SPRINKLERS sysTat YkYLEXREX SES A08 FOR CONCEALED PFNDENF SPRINKLES System Demand REF. DSC.: `WCTAULIC SUBMITTAL 10.85 10150 ROUND FLOOR SPRINKLER PLAN 1. GPM DISCHARGE 1296.30 GPM olaL.BY:RIGS DATE:03/04/I4 DRAWING Nu I R REV.. SCALE:1/8'4-0* CHK.BY:. DATE:. 2. RESIDUAL PRESSURE AT THE 50.42 PSI BASE OF THE RISER APPROVED PLANS INCLUDE UN-ATTACHED: SPECIFICATION BOOK /CEILING DECK(CONSTRUCTION &HEIGHT VARIES) DETAIL NOTES: S RUCTU REPORT LCAL S rSior1 1 " X ARMOVER Q ALL UPRIGHT SPRINKLERS SHALL 4 elaISC DOCUMENTS (SEE PLAN) 12"MAX I HAVE THEIR DEFLECTORS SPRINKLER LEGEND 1'� A�-- -t O STANDARD SPRAY QUICK RESPONSE INSTALLED PER NEPA 13 CN ltLL Ct / BRASS UPRIGHT SPRINKLER l t� ` 1 / OO PIPE DIAMETERS 2" & SMALLER - - --->\� TOP BEAM CLAMP TOP BEAM CLAMP - - - EXISTING SPRINKLER PIPING TO REMAIN /// 1 " ����1rrREDucER TO BE SCHEDULE 40 90 EL. = PIPE DIAMETERS 2Yz & LARGER i-;;iii NEW SPRINKLER PIPING TO BE SCHEDULE 101=1 gist �'� O3 LISTED SPRINKLER HEAD GUARD Iii Al I ALL THREAD ROD 1"PIPENIPPLE FOR HEADS INSTALLED BELOW PROTECTIONi 1 "X 0'-2" NIPPLE �(LENGTHSVAF2Y) 7.-0" ALL THREAD ROD SPRINKLER NOTE FIRE „ /1"WELDED THREADED %....,...,. 111111 ME X DROP PLPINGOUTLET Dim SCOPE OF WORK INCLUDES RELOCATION OF 21 (SEE PLAN) C / SPRINKLERS AND ADDITION OF 14 NEW SPRINKLERS Centurion Fire Protection, LLC BRANCHLINE ED • Box A ' "HANGER RING SPRINKLERS TO BE INSTALLED ONLY IN AREAS PO Box 1705 Oregon City, OR 970? r 1"THRU 4" v A HANGER RING 1 " X 1 /2" R.C. �BRANCHLINEPIPINGOR / INDICATED ON PLAN � ��� _���� / -I L SPRINKLER MAIN PIPING '/ HANGER N0. 1 EXISTING SPRINKLERS TO REMAIN AS INDICATED ON WW1/i/" centurionfirepro. corn PENDENT W/ ESCT. BRASS UPRIGHT SPRINKLER HANGER NO. 1C PLAN j TOP BEAM CLAMP DETAIL TOP BEAM CLAMP brentbarker@centurionfirepro.com SUSPENDED CEILING SCALE: NOT TO SCALE SPRINKLER CONTRACTOR TO VERIFY THAT EXISTING SYSTEM IS INSTALLED AS PER NFPA 13 STANDARDS TY P a RECESSED PEN ® ENT SPRINKLER CONTRACTOR TO VERIFY EXACT LOCATION PROJECT: OF EXISTING BRANCHLINES AND MAINS MYOPTIGARD PORTLAND ORTHOPEDIC> EXISTING 27¢" TO REVIEWED FOR CODE PLIANCR NORTHWEST SPRINKLER SYSTEM OTAC I I c‘oStd "1I"-;- PACIFIC CORPORATION CENTER b P 1 '- Penott* lawnr y itt•s ABBREVIATIONS Address --a•71Tc•_-4• sack 5755 SW SEQUOIA PKWY #200 WATER FLOW AND TAMPER SWITCH SUS '` 202 PO0RTLAND, OREGON 97224 SHALL BE INTERCONNECTED INTO EXISTING WATER GAUGE FAF- FLANGE ABOVE FINISH FLOOR - ��, THE BUILDING FIRE ALARM SYSTEM TO REMAIN Bs "„S`•A'i11 Dates a 1 Sprinkler Head Schedule ALL WIRING AND APPROVALS BY / BO- BACKFLOW OUTLET ALARM CONTRACTOR. T_/`AVIT/ BI- BACKFLOW INLET A Symbol Count Thread K-Factor Description Note TOR- TOP OF RISER EXISTING FLOW SWITCH • 0' 22 1/2" 5.6 V2708 1/2 QR 155 C PDR RELOCATED RECESSED PENDENT TO REMAIN s BOR- BOTTOM OF RISER 1r TITLE: '''T4- !11H1 EXISTING 4" FEBCO 806 DBL DET ABD- AUTOMATIC BAL DRIP OFFICE COPY PLEASE PROVIDE O 2 1/2" 5.6 EXISTING EXISTING UPRIGHT TO REMIAN =,_ _ CHECK VALVE ASSEMBLY W OS&Y FDC- FIRE DEPARTMENT CONNECTION SUPPLY & WALL P.I.V. COMPLETED NEPA 13 ;i; 96 1/2" 5.6 EXISTING EXISTING RECESSED PENDENT TO REMAIN '•\ r DOWNSTREAM GATE VALVE TO DN- DOWN MATERIAL AND TEST ® 2 1/2" 5.6 V2704 1/2 QR 155 B UP NEW UPRIGHT 11 REMAIN CERTIFICATE AT • 10 1/2" 5.6 V2708 1/2 OR 155 C PDR NEW RECESSED PENDENT 4 1 1/2" 5.6 EXISTING EXISTING DRY SIDEWALL FINAL INSPECTION 133 = Total Number of Heads This Project T I I' ® �AEPR 4,4 Opes ```�.`` DATE: 5-14-17 c�� QtGINFl,41 �'i�2 PROJECT NO: PORTLAND ORTHOPEDICS NW c� r DRAWN BY: FM „ S CHECKED BY: BB EXISTING RISER DETAIL 6 9 `Z (IP SCALE: AS SHOWN N.T.S. . 421 INSTALL 6" UNDERGROUND AS PER 0494. X3.1^` � N.F.P.A.#24 AND WATER COMPANY 'JI C. SG" DRAWING NO: REQUIREMENTS IO n f!yt I EXISTING 6" UG TO REMAIN - Expires: 7/1/10 `C P 00.00 K.K__1 6" SHEET NO: 1 OF 1