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7244 SW DURHAM ROAD STE 100 eL 1' -f Permit l ! r i 'J IiItI11C; �i� ne ,r,Slai�tll;t.' r y Cnllt of plans, specitical,:.ms rl utations -;hall riot be Hanger No. 21 constru 0 o he ri permit lur, ul ,•;n Sammy Sidewinder a(,tl)rL�'' r any violation of any of Y the pi ' if tr,iF. i- il- t_,1 Of any wood Joist«Beam - ,w(jewwKw other or it ance of the,jurisdiction. Minimum M distance(above ( center line or i beam) Round to Q Noarest Half Ar Thread � I I Bottom of.Joist to Inch and Nola Rod Center l ine rd on Plan. W, " F!pe to be noted ' MNMf �PipeP fel CH K N • Swivel Ring " Swlvel RIr1g T is Wen nes bean r for oonfomt.no.� eke Out U ? �-and C ty O It c be atl uugh tms�u.n"Ill ro • +' n,,,.al r '.wemdrits M,bard G e d City UlwrlerlfAS this " + - - _ .. and des ;n r,,n, r. nor s (;ry rep e3enr it failure,of other sir � ia_n. -11. F-:6uent rci^.:o•; .. . .r ..,_:,'�m�l DUI k"iffn"rv6 wdy Do"; -_. - 67� Nola on Pillion:Hanger Number&W'R D4neneton tea. _ REVIEWED 1 3�) X14! 1 (16 1 1WINSTEAC C � & .ASSOC , Inc Ry HANGER WINSTEAD & ASSOCIATES PC —. -- —_— ---- - - I - - -- ---- --- --- - - - - P.O. BOX :198 I I I OREGON CITY OR 97045 ETAILS 503-723-8003 ALL DROPS 10- a TO BE 16'-0" I -I"CAP AT COUPLING - - - -- --- - -- - - - - - - - - --- -- - -- -- --- ----- - - - - - - - - - - - — - - - — - - . I I -jai - -^ ,•._ -� ,. II I- ,. ' ' --,-- � _� � �::.- _�.--__ _- � �,, --- -_. __ -•- - � ,, I-- -- -- '.� _�- I i --- � - - i -4-�- - -- ---- - •- --- - I I SAMM'Y SIDEWINDER I . �, I r�,�,"1� - I - -- - - ; - poi kai '� I - -I - - - - _ - - _ I _ i 3 11 I i I —,,_ + - - - il ATR , _i I _- - i I , AS REQ. FIXTIIRC,AT 74' A F LI S -� - . L — — �E- -- • _ --+-- _ I -+-• r»o , Ii , _-_ i _. CD I _ _ Mech Tee I -8 3= - - - — - -- - r — Tr 1 L I r "- I _. 1" RING HANGER - -- _ —�_ I ` 1 �,I � �' � I __ __ �'d-, I I -I�_, ___ 12' r._..-_. _ .. _1 -�1 �...1.r. _._ -- - - -- _ I -� - - -- - —�.— - - I I � 2'x 1 MT'NI t1� 2 x 1 MT WI n- =' �_b '1"X AS REQ NIPPLE -- 1 x 04 NIPPLE 1 x 0-4 NIFPLE `\ AND 1xrz HEAD ELL AND 1x1z"HIEJ0ELL � 2X1 MT W1 I µ I t i I 1• 1• I 1 x 0.4 NIPPLE 7t I ,6 - Y I AND 1 x."HELD ELL 111190 + — + 1'90 i SCI 0 6 142 x 1 MT VII 0-6DIN 2 x 1 MT WI I K3 I —� ---- — �1 dfl / 1 x 0.4 NIPPLE -1 x 04 NIPPLE AND 1 x 1z�HEAD ELL AND 1 x t�"HEAD I:LL .. ' ti) CL o o CITY OF TIGARD APpro'red •-.................... - ;andltionblly Approved.--7"* ((�YTnyIJ x or only the r s described ln: PFHMIT NO. See '.etter to. Follow.. -- Attach --....._•. r . L Job Andress: '-j �) ��• 1 'r p p I:y03 1'X%R.C. RELIABLE MOD.F-1 SSP W/.REC.ESC. cc IAT SUPPORT&ENCOURAGE IoEc 16 2002 ' Wo"PET CERTIFICATION ' '.�� �� R ER DETAGILDf0�lG�VISION . P'141NTEI.1 LAGORE, SET -- r r;i0 2, LEVEL IV HC 1 1 2002 __��--- Durham Rd.000,2-00537244 D&I. 4% FIRE, INC. 1 of 1 GENERAL NOTES SVM. l TYPE MFG./MODEL ;EMP. SIZE FINISH CANOPY FINISH QTY. REV. NO. REVISION DESCRIPTION DATE APPROVALS DESIGN CRITERIA 1 ALL MATFRIAL ANC EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED � I— -SSU RELIABLE MODEL G IN 112" BRASS � — -- 11 1 CITY OF TIGARD OCCUPANCY: LIGHT FIA?,aR[� SUPERFL.aORS OF OREGON, INC. _ .- - - - -- - -- '- _ _ -- 2 PIPING DIMENSIONS AR' .ENTER TO CENTER EXCEPT DIMENSIONS 9140VM THUSLY -- (1-6) WHICH ARE END TO END SSP -u-RELIABLE MODEL 1� 1l2" CHROME F-1 - CHROME 3s 2, OWNER—LARCHITECT DENSITY: (� 3 EARTHo A N SHALL PROVIDED IN A WITH NEPA �- SSU EXISTING SPRINKLER HEAD` -- 0 ----- -. ---- --- - ------- - 3 _--- REMOTE AREA: PACT R LJ ST BUSINE=SS CENTER U KE BRACING BEACCORDANCE PAMPHLET NO 13 PLUG 8 ---- — ---- 4. _ __ _ INSIDE HOSE: - 72 4 13W DURHAM RD, #100 -- �4 A PIPE HANGERS AND METHOD OF HANdNG TO BE IN ACCORDANCE .,1iH MFPA jr') SSP EX13TINGCEILINGSPRINKLER 18 -- OUT�I[)F 1-105F: PAMPHLET NO 13 -- ------- - --- -- — -- PORTLAND, OR 97224 FIRM , INC . 5 PIPING SHALL BE IN ACCORDANCE NA1H NEPA PAMPHLET NO 13 �� -- -- --- -- WATER SUPPLY 6 JOINING OF PIPE AND FITTINGS. THREADED AND WELDED SHALL BE IN ACCORDANCE _ _-_ __ ___.- -_�- -- —--__ -- -._.-_ DESIGN BASED 011`4: __ _ WITH NEPA PAMPHLET NO 13 STATIC: TITLE TENANT IMPI'OV'EMENT FIRE PROTECTION PLAN _ _____ _ _ ___ N.F,P,A, # 13 1994, ------- _ 7 OWNER TO PROVIDED ADEOUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING _—~ T- "- RESIDUAL: - DATE 12-9--02—­SCALE 1/8" = 1 -0" SHEET FP I FIRE PROTECTION CONTRACTORS IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM FLOW: - - CONT. 02-1593 DRWN. K.C. SYSTEM WE l - - ------ — 1479,5 S.IN. 72nd. PORTLAND, OR 97224 (503)620-4020 8 STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS - THE RF PONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATKT -- - - LOCATION: r ,P DWG\KEVIN'%Superfloors\PRINTSUi•'ERFLOORS.dwg, 12/10/2002 07:55 51 AM,K.C. 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