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Plans (41) FPS2O18-00120 R C 'J D SEP 6 2018 CITY OF 'i It3S- , 19'-8"0 r 0 17 BUILDING DIVISION° rc r TAE RISER FEE i 'n ., MIRE LINE „ 2. , GENERAL T.I. FIRE PROTECTION NOTES FIRE PROTECTION Ti KEYNOTESE [1-- - -,0 = FI O EXISTING 6" FIRE RISER & ASSOCIATED COMPONENTS - rrLJ 1. All work shall conform to the requirements of the latest accepted 7. Field verify all conditions prior to the installation of any piping. Field TO REMAIN AS IS. 0 Editions (or current) of NFPA-13, the current International Fire adjustments may be made to these documents as required for field . . .=.“. _ 5 _— Code and all associated appendices. In oddition, instollotion shall acceptance by the Authority Having Jurisdiction. 41311 EXISTING MAINS TO REMAIN AS IS. (TYP.) - IL conform to Q authorities having jurisdiction(AHJ's) and Industry Stds. 410 p 8. The Fire Protection Contractor shall verify the sprinkler spacing to the = I = L0 2. The intent of this set of engineered construction documents is to EXISTING BRANCH LINES TO REMAIN A5 !S. (TYP.) L structural members, roofline and other obstructions. Provide additional meet the State Board of Technical Registration requirements REFER TO PIPING PLAN FOR PIPE SIZING. for on engineered automatic fire sprinkler system. The installing0 sprinklers, or re-space sprinklers, where required to ovoid such 4 - unforeseen obstructions to sprinkler discharge patterns. 0 --- contractor shall submit "product data submittals as required in the 0EXISTING A.S. NOT SHOWN FOR CLARITY. (TYP.) �=== project manual for the instollotion record. The installing contractor 9. Install all piping system hangers, brocing and thrust blocks as indicated on 411) iv i ___ shall additionally be responsible for verifying and/or obtaining oil the approved construction documents and/or NFPA requirements. --- _El �}-___ ____ © PROVIDE NEW 2-INCH SPKLR PIPING AS SHOWN. (TYP.) �` `� ` - _ _ 411) permits associated with this set of construction documents; this - - :: !AI Egg _ includes State Fire Marshal approvals for educational or institutional 10. Provide sleeves at all piping penetrations through masonry and/or fire rated ` e r � . I,, t -. o — facilities. wolls, floors or ceilings. Pock with sealant commensurote with wall PROVIDE NEW UPRIGHT SPKLRS W/ GUARD & SHIELD. 4111) i - M ;. N ,� q 3. All initiation devices {horn/strobe(s), electric bell(s), water construction and approval of all authorities having jurisdiction. 41:111 (TYP.) __ _ 7 .r.- I� -'.4'-4" supervisory device(s), tamper switch(es). etc.) ore existing and shall NEW 2-INCH SUPPLY TO NEW RACKING EXPANSION FROM I } 11. This Fire Protection Contractor shall be licensed to perform this particular .,- is ' ., I . 7 remain as previously approved. type of work with the State Registrar of Contractors and with Local and O EXISTING 2-INCH IN-RACK SYSTEM MAIN. • Y 9 State Authorities HavingJurisdiction. In addition, he/she shall be required -� r o ^ 4. This engineered piping system has been designed to meet a UL to comply with allplan review comments, inspections or field observations NEW 2-INCH SUPPLY TO IN-RACK SPRINKLERS. ,_11» +a .-,-0 ._ 7 – ' » C v 9 p P 9 Y 9 P Y Pe O • 3 �0 3 2 6 1 Corrosion Resistance Ratio (CRR) minimum of 1.00. Refer to piping as necessary for a completely approved system by AHJ's. , _ I1..� I�I+ICE GOP �I lE) SERVICE plan sheets, hydraulic calculations and/or specifications for specific EXISTING OVERHEAD DOOR TO BE REMOVED. FP CONTR. 1O9 - , CITY OF TIGARD 12. Combustible contents shall not be moved into the buildingwithout the F pipe weights and wall thickness associated with this specific project. OTO REMOVE AND CAP EXISTING HSW BELOW O.H. DOOR. The utilization of pipe CRR's less than 1.00 is acceptable under and approval Protection of eAut Contractor's gresponsibilityJurisdin to If n addition, recommendations it is the el _ - '�- , .� REVIEW-4p D FQR CODE COMPLIANCEI any circumstances. The use of such piping may subject the = •• Approved; and requirements of the AHD's. IndustryStandards & OSHA duringthe O NEW METAL ROLL-UP DOOR. I'. contractor to removing and replacing such piping of his/her cost. q - OTC. installation of this system. This includes provisions for temporary fire 0 =._ I _ 5. The Fire Protection Contractor is fully responsible for the field fit of deportment water supplies, hose connections, fire lanes, building access O NEW TIRE RACKS ABOVE MEZZANINE LEVEL ONLY. I i.ry : c= construction, etc. K, I ' _—_;...1.0.4k._ b1, T '-�4:1111 snit#. FP aO I R •- 001,4n I oil sprinkler piping and sprinklers. The accuracy of scaled construction duringRACKS DO NOT CONTINUE THROUGH/BELOW MEZZ. O - .. , �. , , Address. documents is not ascertainable. Therefore, the contractor is '- _ f� t+'+{ 'riie �. ] ) L} 6c f �c���. 13. The electronic file set of the approved engineered construction documents NEW UPRIGHTS BELOW MEZZANINE SHALL BE LOCATED T-:; 4 10'� t y responsible for the accuracy of pre-fabricated pipe, though all possible „ I .� Suite#: ,��- attempts have been made to minimize such variations. is available to the installing fire protection contractor at no cost. O W/IN 1-INCH BELOW THE HORIZONTAL PLANE OF BEAMS, N TYP. 41) y . This set is made solely available for the fabrication portion of the project. (TYP.) I N [ l0? - Br Date: _ 1/1 6. The Fire Protection Contractor is responsible for the general Contact EJ Engineering Group. Inc. in writing to request. FP Contractor shall I I � 9 CI 0 �� ;pO,p workmanshi dimensioning, coordination with other trades and the EXISTING A.S. THROUGHOUT TO REMAIN AS IS AND P. 9• provide proal tha# project is under contract for installation. The details. ® PREVIOUSLY APPROVED U.N.Q. REFER TO ORIGINAL FP acceptance of the field inspection. The coordination of field installed I piping and sprinklers to structural members, ductwork, mechanical drawings and other data included in the construction set of documents are PLANS (INCLUDED IN SUBMITTAL DOCUMENTS FOR REF). D equipment, ceiling, lights, etc., is the responsibility of this Licensed for information purposes only and ore specific to this project. All drawings, Contractor, concepts, detail information and data contained herein shall remain the sole CI NEW TIRE RACK STORAGE AND METAL GRATING 0 0 p0ts VALIDITY OF PERMIT O property of EJ Engineering Group, Inc. and sholl not be utilized for any other EXPANSION. THE ISSUANCE OFA PERMIT project or purpose without the expressed written consent of EJ Engineering BASED ON CONSTRUCTION Group, Inc. FIRE PROTECTION NEW PLAN DOCUMENTS ANDL OTER • T BE LOW GRATE o1111111478SCALE: 1/8"= 1'-0" HE CODE OFFICIAL FROM SQUIRING THE CORRECTIONPROJECT INFORMATION 13 FEET OF ERRORS, OSSC 105.4 ' SPRINKLER SCHEDULE SITE LOCtsiTlON: I I 0 1-7. , .- I= =a, =7 .. -— EXISTING DISCOUNT TIRE WITH NEW RACKING ADDITIONat--- SPRINKLER SPECIFICATIONS ESCUTCHEON 11462 SW PACIFIC HWY --_- SPRINKLER REMARKS TIGARD, OR 97223 - ==__ F--, ==== DESCRIPTION MANUF MODEL/ FINISH TFIRE D TEMP *I(' FINISH STYLE O --to SINN s FmcroR USE GROUP CLASSIFICATION; = = a d . ___ -_a moi— ___ Q UPRIGHT TYCO TY313 BRASS 1/2" 155' 5.6 - - W/ GUARD & SHIELD 22 RETAIL TIRE STORAGE, SALES, AND INSTALLATION TIRE STORAGE RACKS - ___-_- MEZZ. TIRE STORACsE RACKS _--_-E (E) DEAD TIRE Si-CR./COMP. ROOM EE TOTAL THIS SHEET 22 AH,J -___-= 110 CITY OF TIGARD = , . 401 ,_ NOTE: VERIFY ALL SPRINKLER QUANTITIES PRIOR TO COMMENCEMENT OF WORK. VERIFY SPRINKLER APPLICABLE CODE I II t 0 SPACING TO STRUCTURAL MEMBERS, ROOFLINE AND OTHER OBSTRUCTIONS. PROVIDE ADDITIONAL 2014 OREGON FIRE CODE & 2016 NFPA-13 O w I SPRINKLERS, OR RE-SPACE SPRINKLERS, WHERE REQUIRED TO AVOID SUCH UNFORESEEN _ O OBSTRUCTIONS TO SPRINKLER DISCHARGE PATTERN PER NFPA-13. PROVIDE STANDARD OTES: PROJECT SCOPE r _ . ; ---- - ESCUTCHEONS AS REQUIRED TO AVOID OBSTRUCTIONS SUCH AS SURFACE MOUNTED LIGHTS PER Ni. EXISTING SYSTEM INSTALLED BY OTHERS. THIS PROJECT CONSISTS OF AN EXPANSION OF THE EXISTING I r NFPA-13. EXISTING POSITIONS TO REMAIN AS PREVIOUSLY APPROVED. I 4111) THE EXISTING SYSTEM AND ALL ASSOCIATED TIRE RACK STORAGE AND METAL GRATING WITHIN THE - �� - w rEl I COMPONENTS INSTALLING ARE NOT CONTRACTOR OR RESPONSIBILITY EXISTING U LD ARE Dp OF THIS PROJECT. REFER T TO ORIGINAL77 - !O _J OTHER MODIFICATIONS I O AS-BUILT RESPRINKLER SHOP DRAWINGS FOR ADDITIONAL % /� E-J ENGINEERING GROUP. THIS SPECIFICALLY INFORMATION ON EXISTING FIRE SPRINKLER SYSTEM. L_ r i'QrB f- APPLIES TO EXISTING FOREIGN MADE PIPING. TIRE RACK EXPANSION AREA ,° I .- 1.o'' IF ANY. .-.1 ,A,.. . APPROX. 770 S.F. ,) 2. SPRINKLER COVERAGE SHALL NOT EXCEED 130 SF FOR ALL NON-LIGHT HAZARD AREAS. (E) SERVICE 3. NON-COMBUSTIBLE SPACE ABOVE CEILING TO REMAINALL BRANCH LINE PIPING, 1" DROPS AND Isa9 AS PREVIOUSLY APPROVED. ARMOVERS TO BE SCHEDULE 40 ONLY. ❑ ' 4. EXISTING FIRE RISER TO REMAIN AS PREVIOUSLYr - - - 0 -1 141 APPROVED. 0 I I = w II ® I I , ,li.,___I ,o 'E Ii—t , i I 0 , I { I I \� I SD 0 • ® o FIRE PROTECTION NEW PLANPLEASE PROVIDE I N-RACKSCALE. 1/8"= 1'-0" COMPLETED NFPA 13 MATERIAL AND TEST 8 0 2 4 8 FEET CERTIFICATE AT FINAL INSPECTION LA • 06.a). . 2018 HN L. ECHEVERRI, SET, CFPS DATE THESE CONSTRUCTION DOCUMENTS AND ASSOCIATED HYDRAULIC CALCULATIONS (WHERE SUBMITTED) HAVE BEEN PREPARED BY: JOHN L. ECHEVERRI, SET, CFPS NICET CERTIFICATION NUMBER 078493 LEVEL IV AUTOMATIC SPRINKLER SYSTEMS LEVEL III SPECIAL HAZARDS NFPA CERTIFICATION NUMBER 1915 CERTIFIED FIRE PROTECTION SPECIALIST THIS ENGINEERED SYSTEM IS THE SOLE PROPERTY OF EJ ENGINEERING GROUP, INC. NO, REVISION DATE CONSULTANT DISCLAIMER: STORE NUMBER: SHEET TITLE: SHEET NUMBER: Ill ORP O1 FIRE PROTECTION EJE-18154-ORP 01 TWT.I. PLAN EJ Engineering Group, Inc. INSTRHIS UMENT DRAING OFIS SERANVICE AND PROJECT MANAGER: 21505 North 78th Avenue THE0 PROPERTY OF DSCOUNT 11462 SW Pacific H SCOTT FOURNIER Suite 130 TIRE COMPANY AND SHALLTHE PREPARED BY: CESAR I. R REMAIN THEIR PROPERTY_ TIGARD, O R 97223 Engineering Peoria, AZ 85382 SHALL USEOF ORESTRICTED DAWO G EYNA PH: (623) 362-1400FP1 . 0 T I R E ) DESIGN Group Inc. 623.362.1400 Phone THE ORIGINAL SITE FOR EXT: 1 1260 Corona Pointe, Ste 301WHICH IT WAS PREPARED. DRAWN BY: Corona, 95i 444 5642 92879 www.ejengineering.com EXPRESSLPUBLICATIOYNLIMITEDOF TO IS SUCH. JLE, CIR & ATG g i ' I s? F/ ttiiii Ci) 3 CALCULATED AT MISC TIRE STORAGE II I.,1�„,JA�ui 12.1.10-CURVE 3) 7 Q AS PER CONVERSATION WITS Ca i : (IA'r'r1LJAL ere/., I . \•• N>N”N"'N NA.,\''Ns\\s\'\\..\-\*..: *3 i (—, 0 7 77:.71\:\\\\"):\ t. •, ....,...., ‘2.:•,••••••••••:,•••••N.‘.., ,.\, almom _ A), ( ) 0 ; r ' f'd'� r• - --�"+ s'��rifr•+:sem ;___-_ AEQ x�•_� , •E._. _ a ms-.$� +"f 1 - E-_,..-0,!....::. aa- affima> int a FINIU •rt ALARM BELL _ ... j1911:11 s= FIAIL f04 l;. ,-� mss >�� .+ ` �•i; •r — +'+ - ���♦Rr li - mate ' r4-AFF x aa�m - s - _: _saG mss s `� �, u' I 1 N s w - e - -I i _o_ �_3 Wsmt� ES�'�`.s \ ... �1% „ 0_`f i' • / .i ...- -a-==;] C! .r f H 2 � � - •' I fi. 1kr!!tE SPR14IU ER RISER' ww * * :•'�" } ===i 1 + isIII >le ` - � ~ ___ } V � BUTTFRAYVALYEYvrAM ER Ss r H • F rr ,figI _ 7 `r T ., r. j �' mar " s B&I 1� `11 i:NV F ., 9'!f 3'!0h , O�fi 3'fi •,j f 1 3'f0'h .- J'1f% 9`-f0I, , �Y 4'�4% 0'0 no 3'-4 IAN ;'34II : : ,2'-0 atiarr��- F 'fSS� 4'0 1'h 8 4 NY, 3'-03"-iQ06 ?- R I� -- - _ %S.0. - 2-0 ... } f! -M ^ssa - - INSPECTOR'S TEST CONNECTION f _. ._..� - : F: IBY-106 — _ -_ f-0 ......... ppllQf r �e • Mr w - � RL • ■ a:rasscrc TIRE STOAT /�, Rr '• :a aasV'4-_ ,:.,..,_ ...., . ,..1 , . „ ,,,, a ;s.+ ThI!ijIIfE ;iiii i I , ..... iii 0 ..w ftri 11 1 1 J .L---- • I A «_ _ L � ?sem= = tea :�=� z� a ` FUMBLEt;OUPtIIG --� I - a x z� a wed Axa ! "..—=� . 3s aimaaxsssz ,� ' _ / _ >�= al- r' a is- "ssx +:+ � _..moi:+Eza rQsa: a- ( +'+-es -. mss t '.1,,,,•r• -_ G• p :T- an: _ :mss Ili--hosmaMtsi tsaaatairsioli ie�F � l{ /j 1 _ L 1 _� �_�"��� i >=��tt- ....��i irasrmut&'-'- _ =sa - _ __ - i .. _ Illpp Cli.'' \ �� �. _ .. S T.==. �.-.� - '.. -->r.,�,4t1�..QR..'J "L2�m a=' 1., .' =i 2 x `R �._ .. rte---- -� t �• ,�,�lf r- .44 il =mm:t:�>a Tr sg. .a. -a� !• LE I:l 11: ==="a=a ss =mimes!a ; i ,.........., ra ..-.� --•--'.•-'"- ..•.�-. ,+� a�meaea�r�+—r++,�..�..*m n�.. . ��M_ s�a �xm air 3se�r, �' w v i W_ 1 DEAD TIRE STQR/COIW ROOM W / SW _ -fe TWO 7-}I eft no + rto _ „":: _ `` nit 1 • _ r �7 I I 11114 g . i • r , I Oar \\\\\\\\ 1. ..,,,,..\\\ ' � B -le / , t • 1 i ClgrPAPE / ,,,,,A ,..„0. I .---\-- E /( ' /////// (5 r # g HYDRAULIC - SYSTEM -ORIGINAL AS-BUILT SHOP DRAWINGS FOR REFERENCE ONLY- 2.5 E2.9 ''i, HBUILDING YDRAULICALLY • ». AUTOAIATICSPRIWfLERSYSTEIf PLEASE REFER TO FP1 .0 FOR NEW FP PLAN FOR NEW TIRE . air LOCATION: /N-xlu SPA/MUMS LOWER LEVEL FIRE&Ia.AiJ hui,�,ERPIPINc0„, RACK EXPANSION (THISPROJECT). SCALE:Y. !.0 ND.OF SPRINKLERS: . °d 1 i OASIS OF DESIGN MAIP�LI�ST. 3I "': ,I n f f A wo ft M tali., . i, .—n. iS FAapldoUl It &I" 1d�`+r * z' }� Q ld.®rw.w er[wwr 4/VKIMI 'T Li __.. J1 - h x5 S .S SYSTEM DEMAND ,. __ _ r i�Fir.aa nnr ISIS/ n Sw Oak 4 V S R O HydrauIIc Data Placard IMarnutbn a Sw+ FRE FIOIYN7ONPMAT10111 �I tlil{at STATICUAL PRESSURE' HO 4 Sw Ptne St M. -_r .. a 43 ` PRESSURE 4 t - INY 1� .0'� Sri ' INN.6112.�,)TOP BEAM C-CLAM' . w ` ___- !1 with RETAINING STRAP(BEAM)I1 i — --.-`r; - 8"Di DONE BY OTHERS � SI'EELI-: : , Z I' ��TOP BEAM CLAMP ` .it ! i RETAINING STRAP i_ �/`+ ------- MARM BELL *I!* ! 8"DCDA&FDC ' i THREAD ROD al ...."`" 00.1T7 - } SWIVEL RING -�. -PIPE d N' W S.F.P.PO OF CONNECTIONCC i `�. IS 11-0"ABOVE FINISHED FLOOR .c. • -` AMERICA'S TIRE D J' 2077 MrpOuaat Inc. r-?" C 200244AVTEQ a TereAgaa - - r VICINITY MAP ROD & WASHER Z-PURLIN I SCALE:NOT TO SCALE nclt s411 i w 4 CICW 111"Z"PURI.Q7 3/8'NUT '.=Y in 1 1 1 7 i. , ALLTHREAD ROD , M1. Iis III[ SWIVEL RING—. Lit, �� g —PIPE 11.14' 1 SYSTEM SENSOR WFD611. ii WATERFLOWDETECTOR ACF MODEL!Il!TEST•aDRAIN T 3 40SITE PLAN INSPECTORS TEST 1 ��g � SCALE:NOT 7n SCALE Z eg h Lateral Earthquake Brace - 6 ill ..7: FIG.980 NO-THREAD SWIVEL4111P 1 SWAY BRACE ATTACHMENT sy `, 318 BOLT i7CTAULIC SERIES 7I7R a3 t a gi 1"BCH.68 BRACE PIPE FIRELOGx CHECK YALYE '7) Y I7CTAULIC SERFS 705WIRI • f' �► F>6cAY B.108O"RACE FASTATTCLAMP" GENERAL NOTES r WITAMPERSWl7CN SWACHMENT FIRELOCI BUTTERFLY VALVE 1_ All materials&installation of this automatic fire sprinkler system to conform to 2002 NFPA#13/FM 8-3. O 311'TO WANGLE OF 2. WSFP point of connection Is 1-0"above finished floor. 171dAINDRAIN V BRACE FROM VERTICAL 3. Al!inspectors test connections and low point drains to be provided by code. TV QU7smE 4. All steel piping 2"and larger to be ANSPASTM A-795 Schedule-10 sprinkler piping with grooved 4ii = I couplings and fittings `_/ GAI.5. All steel piping 1%"and smaller to be ANSVASTM A-135 Schedule-40 sprinkler piping with 4 Longitudinal Earthquake Brace threaded ends and cast iron fittings. IP-4,117 CA CU 6. System to be hydrostatically tested Q 200 psi for 2 hours-per 2002 NFPA#13. i• 010 NIFIrINCE C FIG.SIM NO-THREAD swivEL 7. All system components to be UL listed/FM approved ••I SWAY BRACE ATTACHMENT; 4a 4 BOLT 8. Pipe sizing per hydraulic calculations-per 2002 NFPA#13/FM 8-3. 9. Others to provide painting and protection from, electrical wiring,fire extinguishers,hydrants, y , I sca.40 BRACE PIPE system monitoring,patching and access panels. •.N.I 10. Hanger locations d spacing are to be per NFPA#18(2002)chapter 9. 1 FIRE SPRINKLER RISER DETAIL al FIG 4L PIPE CLAMP 4 44<)1' FOR SWAY BRACE SCALE.-NOT 7,0 SCALE ki 3r TO 44'ANGLE OF 8i BRACE FROM VERTICAL • sirrT FP-1 2 NFPA 13 FIRE SPRINKLER PIPING PLANS- UNDER MEZZANINE& MISC. DETAILS tel 1 !I. I i '. g , g I 0 g flu1oi n w ki J 1 i i I ,S2, 1 i Pr I 1 LABLE MODEL Fl UPRIGHT / \ A _ .— ��e I I\ III,4( \ i ' f - - HYDRAULIC - SYSTEM CI I II 1 N-c1- 1 f THIS BUILDING IS PROTECTED 9YAHYDRAULICALLYDESIGNED 11 1 1 t 1 'a: , ■ r�' AUTOMATIC SPRINKLER SYSTEM Y td' =d' `7R 1 9 II > I i I El 1 {? LOCATION: ROOF FM 24 Et k; g " 7 _l ';'''. .---' rte � I � >._ I f fanr.l.a�a NO.OF SPRWNLENS. x F1 UPRIGHT ,I .1 BASIS OFC SIQN AirTA(.SDiBVAit (UNDERI�`A EPROTECTIOA9 -. PROTECTION) I le, NOM Italt our. Sernoce(We MO-ageCT 7 - :- T. g' afreAau.nf.f.aerfs�wrf m. ffffti I ,� ,� .��' I _ _ r i' SYSTEM DEMAND 1 LIM? w ti w IT. w , 170/ 11 0 � II ! Q� M .e! ____________ _ _. f la _ I \\A, Wasik Dais Plairmd Worm*. 1 *0 141 !ir11-1-17- _ . . r_. • • . I • r _ 7 T , 6 ifl 1111 7 ;--i.* a: _ lid- 1 :Tir _r.- p d F i 0 FIRE PROTECTION BUILDING SECTION SCALE:IE6J-4 -ORIGINAL AS-BUILT SHOP DRAWINGS FOR REFERENCE ONLY- PLEASE REFER TO FP1 .0 FOR NEW FP PLAN FOR NEW TIRE RACK EXPANSION (THIS PROJECT). 1 2 t ? 8 y IN mom P Y rr e '" . ,F 1 =7. rr , imm.risrrr�T. Arramrrr�.rrr�r.�►�.rr r .rr rs�► rc� .���rrr.�rr�►s�rar Ar ri»� s. Ar i2► ►�r AFA IAKA ►.r.,r r4111051,026101211r.r�.rrrr► �►� ��r r rr:.r.rsrr:.r ►«.�rrr 4N . ,,girl .i .i AIAGET .�► ,�,�►.i�srAr A ! 2lit i _..- -- �:_ __1 STIR 2 milimilli■ IN bil i 202 i IP C) W , -4"41A pifillk, f // i 0 I) 40 t 0, 0 ... .,, ww, . oil / 1 I 0, ., 3 tifil V0.741 ,,, ,,- \': , ii,,, 4,.. 41' 0-111, F . __1 : r IN --c✓,.r r-=. �; -_1114--2.N. X44 \--I s 1 I 40 �► # 3 3ec- 3 i 7 of r '; a a a AM f4 r♦ 1�+ 14 I 1 44 14 a e f' a fo w4 1-2 f ki ____ ' 3..--4 „....___. 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MI ' f4 f " F i V F ,feCIV'01 il .11,aC° , . 1 1 'C) C>C0 tit 17.: I : 1# "' ■n.. mum r i al F i r Iii i I I ilth, rt ' Ar •' N t pp P$ s # C) i t gy i { O Li //, PjE HD 6 x o0, i .. 0 ifIIP /1////' f/1/ 4 0, „, (F—D 011,111 Of max 1 �. � ` �l :fi _ i : :1: , iir-z-k..i.z...,-..; , •-• 1 ?#4 , , L - , , 0.,0/ ,,, 6.- .1,- 1 4 i i h 1 �+ ii# �---,,____Iririt /ft -4-:." 4-2t-z"Z,Za.-^,-.,„ 0 •ff ! -T ,,,,/,+ i'i�' Ali ,f I� 1A AA /„eil _.,/Alr 10 A :. '� QAof 126 � 6 '°i. /Air 4 • 0:-_))—_.. __�___ �.._�-�.m_ .___�..__.-.__..�...�__.�.__ �... . _- __________ it .__����rr . 4�����/ 7//7 _ .err . �:< . .�r �..r _, r __. A ../A Zoe",A•liA .. �R/ ./ ,zz _._ AP_F_AorAr A►� i ����,/z_ _--- D� rn 0 El Il aa c 9 0 5 itii :si i '- �__ I a� 2 1 1 0 © .,.. ta 4 1 ROOFLEVEL FIRE SPRINKLER PIPING co 4a s I scam Wu r-4 W L ' ,§ flifteamo WET FP-2 2 NFPA 13 FIRE SPRINKLER PIPING PLANS-ROOF PIPING&MISC. DETAILS