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Plans (3) 11' 52017 - 10063 z -J a IY CD2 ""� SEE RISER DETAIL REMOVE ALL EXISTING PIPING Il 0 OZ EXISTING 8' WET RISER TO HERE. RECONNECT 4' TO REMOVE ALL EXISTING EXISTING 4' MAIN Q EXISTING 5' MAIN & F.D.C. TOREMAIN dD l�/1 NEW PIPING, PIPING IN SH❑P AREA. m _ k' a w fili 4' X 20' PURLIN & GLB p 4' X 20` PURLIN m V? _ , 4r1 -1 -r �" --T 4• T-� 4 r r -1 -1 rt 4' T- r 4' r- r r 5 T- 5 fi5 WALL PAST INDICATOR T❑ EXIST. OFFICES BUILDING 4' f I `< 4 X 2 1/2 X 2 1/2 3/8' X 2 1/2" LAG BOLT 4.,....,,,_ I I I I I I I I I I I I I I I I I I F.D.C. Pe 4.,..., r L_ 1 I I I I I t I I ' , I I I I I I I I ' I I I I I I I I I I I I �SBEAM BRACKET C D C FIG. 58) SIDE BEAM BRACKET (TOLCO FIG. 58) IDE U TLL7 Iy _ 4 L1 - 4 4 `1 — ,1 _ $ �L - 4 + tl X- 4 X _ cu �n 4 1 I I I I f I I I 3/8' • • I I I I I I I I I _ I I I IR 1 I 1 1 I } ,_ y ALL THREAD ROD �---- 3/8 ALL THREAD ROD FOR 4 PIPE i- I I I I 1 I f I 1 I I 1 I I I I I La!' I COMA INAND4 k L✓ES I I I I I I I I I I I I I I I I u z z l- ADJUSTABLE RING HANGER ADJUSTABLE RING HANGER $ + S 4' 4' st S $ ;' 4;60,ila �� IIIIIIIIIIII IIIIIW o I I I I I 1 I . . I I I I I I I 1 I I i I I I I I I I I { -" I I I ! 1 I I Iix I I I I SHOP I I I I I I I I 1 t X_ ___1' 0 Z 0 i BRANCHLINE HANGER DETAIL - SIDE BM BRACKET MAIN PIPE HANGER DETAIL - SIDE BM. BRACKETt f t t t t I T f f t L_i_ ...„:)( $ z V' I I I I I I I I I I I I I I I I o i I- Z N.TS. NTSt I I I I I I I I I I I I I I f I W W I I I I I I 1 I I I I I 1 I I 1 1 t reia. a_ rzt Tol-Brace Seismic Calculations I REMOVE ALL EXISTING SHOP PIPING stirs r' U NT EO HERE. RECONNECT 2 1/2" TO ¢ ¢ :..,.,..Pw pa as Propel Address: owsrwk+oaM �. 1072 SE NAHAFI,,,,,212 NEW PIPING. SEE DETAIL A B—Line HALLWAY 2 1/2 2 1/2 1 2' >- >- r , 503-105-317S ,�" byE:T•N T❑LC❑ FIG. 980 a o SWIVEL SWAY BRACE AO. CHOMINAN MONO NYISTilvmefie mi RECONNECT EXTST. INSP. TEST ,IIGSPD,OREGON2' �� �1/44-2 _ ALL PIPING IN THIS AREA © A ATTACH T❑ PURLIN WITH TO NEW SYSTEM PIPING. I —�- T❑ REMAIN. RELOCATE HEADS •- r Brace Information Ta1ca Broca Components FITTING T T I N G Nu..swim ,vpn�.t9"a mkcccaNNQmadFlp.RtNe,h.T �,,,�� it ii AS REQUIRED BY NFPA 13. _ 3/4 X 4 THROUGH BOLT 1 u N N ✓ete!.pee•LAVA '6'!t_4i�1___..._.�__._ 'cm al" Una P.s kg) l r �O'� Q �.. fi • ° -" '- ''° ha NO .�.c. RN��3� CLOSE TO C/L. �`iIDEMLI PbAN AVOW**NNW 30"Mi. S•rpNdeTHr.e.leaip.w.,TtH..•o....+cHN+r.,N... ..�w.i.atN.s."iw.Yfa�wdM Ns.dN,..awM,a La�d o n,. a Assembly •:•' RESTROOM IA v.,... ,aa / � lip:\ • DRAWN BY: N.H.I"a.illstl 3150bsl143G kg1 ATOLCOL SWAY Y[G. -. T❑L C❑ FTG 10 0 I r"gVERSALMACE / / NO WORK HERE I CONTRACT NO: • Face Factor mit 05022 ATTACHMENT /�Q r / / EXIST. TO REMAIN 1 DATE: 4-24-17 Other Rs..rsn.sb_ Ae(r(s.d Lords STEEL ME f / FastenerInformationSWAY BRACE // // I HALLWAY, COMPRESSOR, TOOLS SYSTEM TYPE: WET EXISTING SUSP. CEILING IS T❑ BE REMOVED. HAZARD: ORDINARY GR. II ATTACHMENT / / I It2� REMOVE EXISTING PENDANT HEADS AND RELOCATE 719 OIL I UPRIGHT HEADS TO STRUCTURE. AHJ: BLDG. DEPT eime moms NWAspilt bee Miff*� � (I! . / / I REVISIONS: WELD-❑-LETS TC' Gl 1 •:� / / — ! T❑OLS�� / N }���) � • RESTROOM , ' Orem on � «� aw�uT(>uH COMPRESSOR GAS GqS °r...w .ofBea0' t,ar. 4r. -� EXISTING CEILLING IS TO BE REMOVED & REPLACED. (wwtl NW:4',C�e ShW Pip. Load INtorrnatlon 14ii‘41, / / ® r 2 1/2' VIC 90 ELL EXISTING 2' A.F. LOOP ` • REM❑VE EXISTING PENDANT AND RE-INSTALL NEW// / 2 1/2 x 1 -0 GG �� /� 1ame.40SAMpeorPlpe ,�-1.4NOmN „oniCateet.OedLoad STEEL PTPE ���N.��/ / —_ L 1 1/4' -� 1 1/4' _ _ L _ _ �-� HEAD AFTER NEW CEILING IS IN PLACE. I SCh AB 40 SIPte.tt97AYi) 48Rtt2.7.) '22,Nr r,.,.p, 2 1/2' VIC 90 ELL I,2.7 .,�� .�, �, ,�r,�e-, TNb,�NT) LATERAL / / 2 1/2' FROM MAIN r•SrL45Stedi.2S4.N.k fat mk.,., n,Ns(31.4) / �I BRACE % 2 1/2" X 1'-3` GG E1 1/4' 1 1/4' 1' �.. g ---..# , Frm:.ya Natia.,.TreA.i,sa.ai.rs- - - � re..O,:>s.e, \ N1 EXIST. TO REMAIN HYDRAULIC DESIGN DATA Rxal Adjusted Load a al pip.w%h Ione or krtlOIS4 sae 00(244 4) \ 04 1'\\ I 1 1/4" 1 1/4' 1' Hazard Class. ORDCALCULATION ll H# R� CALCULATION # 2 (CALCULATION # 3 y LATERAL SIESMIC BRACE \y��NEW 2 1/2' X 1'-0' TG . NEW 4' X 0-9' GG 1- ,� z� Hazard Class. W N N I System Type WET TREE I J I Tol-Brace Seismic Calculations /� / ` ,.."Fire Hee:. '� \\ X EXISTING CANOPY Density .15 GPM GPM GPM/ rropaAdd,ess: DDRHAM"N _.------,. Hwy B-1 .ne NEW 2 112'X 1' X 2 1/2 L! EXIST. T❑ f y NEW 4' 1' X 4' GTG DRAIN TEE cv Cal. Area 2500 raffia �,��,7015 CI TEE W/ DRAIN VALVE I / P • 130 1- x REMAIN �' Area 5 r , 1f°B0'1M "i -- ,,, �3Trs by E:UN NEW 1' DRAIN VALVE W/ PLUG & SIGN L 1 1/4' 1 1/4' 1' -� Demand 977 GPM®56.5 Psi GPM Psi' GPM© Psi -n ZD OREGON MATioaltD «. .,My...MIWIYH �.li TELCO FIG. 980 DETAIL A Date: 4-6-17 Time: 11:00AM Test By: SOUND 1 FLOW TEST INFO: Location: AT JOBSITE 7:1- Brace O "O1 �'c° a ComponentsUNIVERSAL SWAY DETAIL Firepump: GPM° Psi a IOr.Size IN Outlet Pitot Psi' Static Psi Resid Psi Flow GPM U/G Pipe: Widow.s(.aro q P Rzt4 Hn} Woo Compeer Int rip Number Adjusted Load rea�e.et.,e.3'e•I,Al ee „o4L� 530 Ix Ron ND BRACE FITTING T Y P N &erYe rNrr,Nr r WOO Fe MO HA+vNr s.H.w 933 6s[473.(2 r vio I 1 2.5 74 920 �° o r 2 83 Ft „a 3 , SAFETY{PSH) 16.4 O W 0D MN*low V.4.4 3Q WA •crsao,wr.e.HY7NCENIHtlL H•e.r 40- mo.IWl7....re,ee.e.frTiee... w W IN.WHT1NA. . Um*4:.0.d4ANANN d4T'(l,,Frsi ew..a+4,w+d.M...Iw1.f.�..>J Y..fi.4 et.. Assembly Detail / mai. ,� o7IG,99, STEEL PIPE / / UNIVERSAL SWAY(RACE Zr tYn,1.N..r laetl 3150 es{74791y) ATTACHMENT / / Farm r.clor[Cq a5(q .. � LATERAL / / J iki Odor R.M3triantti-FM A(aossd Loads STEEL P[PE / / 4 Fastener Information / y BRACE N� NEPA Typo4 / / 14T-8" T0.W ROW*G.4L 1 719 b.(326 ka SM (RACING - / / I Ihmerler �'=T' i� T❑L C❑ FIG. 41 1 / DRAWING NUMBER L.,eeH 3 .r) `+ 4'-7" INSTALL 1' DRAIN VALVE & PLUG r� SEE RISER DETAIL CITY OP TIG• ' 6 . bp. > PIPE CLAMP FOR �' BOTTOM OF 4' DROP. - n RCOD(E •11 eE Yr.r.+rd.r.anCaaoNronrkwHs oeeHAM.-uaHarcenAc.AAc a/ AT B T OMDi co REV�EWF . I� - Approved: [ ‘-� C °r1in1ttleraf Orme wearers! SWAY BRACING ,� SEE DETAIL B ion ^I �t (...•wry MLA.saw PON Load utrorrnenon b 1 x wand TM 03113o r 'mui ienoa 4/11412.2 w) MINN`eaw,ria ori Load 4 --� _ ,_ r u 6 5 ® 5 ® n 5 5 7 5 7 5 (D-"" / FL-C/L 14 11 — 6 ft Permit#: _���7--a :�� a ^ 1 3 6 (12} 7181 23 (28 (34 QL Address: t-�' t� 7``�� - O 0 ) O • O O O C) Oti 20' PURLIN 20" PURLIN a u�te #:W / �� / ---r sL �� 1VA FL-C/L=14 —1E PN QN9(44 wMinosandSI 4eMN f1SYc 46NO 7u3w) la. Q, .� 1 • �; 7 / (29 ) ro ,_ :n .n o - .. a r-. E to k jt.�l�w lU )^ a♦\ O� � ( ) � k a B Date: ilz,o4 17 mtli Adjusted Load or ie pipe s0thrn Wee tX Moen= 3nmlm.eY 0 La.. tF it ( 2 w ,13 24 t- i- ` - _ ""�n.-ss.HNesa 0 '" ,y J\ .1 35J I� OJ "` a \ ti1x ° • ' �� ° • r � Y j �' Y 1 g QF FIDE COPYI-- 0 5-1 5-7 6-2 4-54: fi=t 4-3 mLONGITUDINAL SIESMIC BRACE M N s- �, . —i/ >!� �� • yp �L X a ® n 3 ( 9} C� pii 25 ( 31 ) d:0 P4 r r- PLt r-- r n N R C1Lal Z tf) a ) 0 m(14) 0 (20 • SH❑P 03 (36}O O LIO O O O a ;� -o• Qo O I C3 . + i3I+ M f a L. I UZ z •410 z 0r/r 1 I' rt / --- ii �� , ^ terII /^ 0 Ln c_n- (15) ( (26) (32) 37 �� ��` v Q( � r CL. ( 4 O 10 O O O -1 O � 1 / � ,w O+ � ~ O 4�W � w_* A la. Y Y y hi } :LE. - . (48 i ' 49 r �),7 ,� 45 w • 4 514 . 3-6=4 j c:f'� Z Lc, `Al ¢ r A3 AB 1 .- H� cdFL-C/L = 14'-11' `�- ¢ J ¢ ¢ 4 � ¢ 4 A7 4 4 4 4r 4 ` "" 4 4 4 / 0 / / nr 4 9� —$� Q� / her �� (Ch / rel bei s / M J M, 10-0=1 ;;7-Ss P 11-10 `� .-. 12-9'i 5-74 12-011 5-10 13-93 5-11 9-14 r 5-9a4 r 10-512 7-234 2-�z ® CN _ La C.11 F r /� y N 5 )U 11 J 16 \ / (27)• /—)O (38)Q K A5 O N • O 0 A4 �' O`� A3 O N a> ir r- 2 a ` / ^ CN o 1 } arrax 41 4 4 k A7 L'`J LJ SEE DETAIL A --y/ 2 1/2 `+I : p >" a - W—0-3,2—\\ HALLWAY _ L`' RECONNECT EXISTING 1' � �-� 2 1/2D 2 1/2 I 2' �-, g5 z INSP. TEST: W 2'J Q '� " NOTES TO FITTER Lii L.1.1 f 1. FITTER TO MAINTAIN A CLEAR SPACE OF 14'-5' TO ALLOW FOR THE a i INSTALLATION OF A NEW CRANE. Z N ca I I�� 2. MAXIMUM DISTANCE OF BRANCHLINES TO GLB IS 7'-6'. o D r- U z NEWPIPING PLAN 3. INSTALL NEW LINES AT 6'+ FROM EXISTING LINES. '- ¢ ~ 1 4. MAINTAIN FIRE SPRINKLER PROTECTI❑N IN BUILDING AT ALL TIMES, a 0 < 0 o 1/8' = 1'-0' f RESTROOM WITH EXCEPTION OF MAKING THREE CUT-INS. (0 ,---- U ii 5. MAXIMUM DISTANCE BETWEEN NEW BRANCHLINES IS 15'-0', 130 SQ. FT. MAX. o .1 D 6. ALL EXISTING ELEC. CONDUITS & PIPING WILL BE REROUTED BY GENERAL U C h CONTRACTOR TO ALLOW MAIN PIPING TO BE INSTALLED AT 14'--11' AFF. • `I I 7, INSTALL ALL NEW PIPING, PERFORM PRESSURE TEST, GAIN INSPECTION FROM AHJ, BEFORE CONNECTING TO EXISTING SYSTEM. PROVIDE EITHER SEE HANGER DETAILS E.Q. BRACE TO I OIL I I k....76` 8. HANG MAIN WITH 1/2' SIDE BEAM BRACKETS, 1/2' X 3' LAG BOLT, AND E.Q. BRACE TO ' �, PURLIN 4' X 20' PURLINS I o� BRACKET,3/8' 3�8' XD ING2 1/2'HANGER. HANG LAG BOLT INTO BRANCHLINES 4 X 20'WITH PURLINS, SIDE AND BEAM FLEXIBLE SPRINKLER 30' GLU LAM BEAMN ___. I TOOLSHEAD OR 2-INCH MARLIN - iv 3/8' ROD AND RING HANGER. OVERSIZE RINGS 1 COMPRESSOR GAS G S _ INTERP J �- 9. ALL RISER NIPPLES ARE 1 1/4' X 0-7 1/2' TT. �� �Q Q� epair....----i _• EXISTING 2' A.F. LOOP_ ` T ' I— O - (I.F - L 1 1/4' 1 1/4' — _ L — �-� PLEASE PROVIDE ' SLOPE 1' TO RISER \1' PLUG ?u1 COMPLETED NFPA 13 6' X 5'-8 3/4' GG 4' X 21'--0' GG 6'-9" 1 1/4'F 0- -2- 1 1/4' 1� MATERIALAND TEST --,.' EXIST. 8' RISER CERTIFICATE AT !`__ NEW 4' X 2`-1' GG 1 H & F.D.C. - FTlf .INSPECTION `�' . I EXIST. TO REMAIN ri NEW 8' X 4' CONC. RED. ��rr 30'--9' I C� 1 1/4' 1 1/4' -e- 1" �-1 NECT I OFFICES—7////// 9 .- NI EXISTING CANOPY 0 4' WAFER CHECK VALVE (EXIST) 7 I EXIST, PIPING TO REMAIN `INSP. TEST > 0 THIS SYSTEM IS DESIGNED TO THE FOLLOWING PARAMETERS! :r ir �, -�~ 1. NFPA 13, 2016 EDITION, PANEL CONSTRUCTION, ORDINARY 1 1/4' 1 1/4' 1 -. VALVE z Q N :;� Z NO WORK HERE a - — GROUP 2 CLASSIFICATION, .20/1500, 130 SQ. FT. MAX., rt rt N v Cal I I 1 20' MAX. DEFLECTOR DISTANCE FROM ROOF DECK, WET • {� o I I 4' F.D.C. EXISTING SYSTEM. AREA OF WORK 3 erg a) telill 6 a W 0v EXIST. 2' MAIN DRAIN 6' 0 0 EXIST. 8" WALL P.I.V. C �3 EXIST. 8' WAFER CHECK VALVE READ HYDRANT et 0 FLOW TEST RESULTS: 1I II STATIC 83 ICD D 4-1 SECTI ❑ I� B - 3 GPM' 9zo PL ❑ T PLAN , " c `� s" DUCTILE IRON LEAD-IN RISER DETAIL Q ® r - 1= 1'-0" 0 0 0 0