The URL can be used to link to this page

Home My WebLink AboutB16-0947 000-000-000SITE PLAN 6 6-24 " FEED MAIN. 6" RISER. SYSTEM #1. SEE DETAIL. FF 3SECTIONV IEW SEE DETAIL. Z-PURLIN UnIl SILT I -BEAM cwRAI FOOTHILL FIRE PROTECTION INC. ! a� ADDNESS, 170 ERMA CT. 5311 MIDWAY Tam FIa 111111 SSWrVEL RNAY \1/2'X1' TOLCO FIG. 58 THRD. \\ \ Nl r un snva� TOLCO FIG. 58/51 SD. BEAM BRACKET 1' wL 40 ►a[ 30to 90 illA�� ARRR RC NAT lIAGt ATT SD. BEAM BRACKET 1'xI• TEK AY IR CE ATTAO11Exf FEL 11119 Mo-Tl9EwD W/ (2) J'Xl' TEK SCREW OR BOLT BRACE FITTING BRACE PIPE BEAM CLAMP SCREW SCHD. 40 PIPE FOR 6' PIPE TYPE OF BRACE, TOLC/ FIG. 4>S ANGLE OF BRACE, 30-90' M IA 3/8' ALL THREAD ROD LISTED LOAD RATING --Ta L IL A 4 -WAY EARTHQUAKE BRACE (J' ALL THREAD ROD FOR 6' `' LONGITUDINAL EARTHQUAKE BRACE NON -THREADED BRACE PIPE NTS NON -THREADED BRACE PIPE NTS t-Irz• scH.lO ■SEE DETAIL ON FP -111 PIPE) FASTENER INF❑RMATI❑N J A FASTENER, 4 -WAY FOR 6' TYPE, THROUGH BOLT DIAMETER,1/2' `\ DIAMETER, 1/2 BRACE IDENTIFICATION NO. B ADJUSTABLE RING HANGER REfADYIId g�P LOCK EW A -A NUT REa'D MAX LOAD, 1600 LATERAL BRACE LONGITUDINAL BRACE SEISMIC BRACE ATTACHEMNTS SPRINKLER SYSTEM LOAD CALCULATION (Fpw - CpWp) 3/8' ALL THREAD ROD ALL THREAD ROD LENGTH (FT.) TOTAL # FT. WEIGHT PER FT. (LBS) TOTAL VEIGHT(LH8) 6' ®� 'ADJUSTABLE RING HANGER O SUB -TOTAL 1838.400 ALLOWAANCE FORFITTINGS AND VALVES 2114460 ADJUSTABLE RING HANGER ® --SPRINKLER PIPING ALLOWANCE FOR FITTINGS AND VALVES 953,442 HANGERNT Z NPURLINISIDE CONSTRUCTION AM HANGER ATTACHMENT HANGERAMP, ROD AND 21Ns A��n / OI E�EBE #2 / HANGER #3 -TRAPEZE HANIGER ATTACHMENT INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE AREA PER SPRINKLER ION NTS "Z" PURLIN CONSTRUCTION NTS HANGER DETAILS 8 TOTAL SYSTEM REQUIREMENTS PSI GPM SOURCE wl PSI AVAILABLE TOTAL SYSTEM REQUIREMENTS .PSI GPM SOURCE wl PSI AVAILABLE ® 1&M. ov UnIl SILT I -BEAM cwRAI FOOTHILL FIRE PROTECTION INC. 4 -WAY ATTACHMENT AT STEEL CONSTRUCTION ADDNESS, 170 ERMA CT. 5311 MIDWAY Tam FIa 111111 SSWrVEL RNAY \1/2'X1' TELEPHONE. (530) 826-3013 \\ \ Nl r un snva� BOLT 1' wL 40 ►a[ 30to 90 illA�� ARRR RC NAT lIAGt ATT TACO FIG. SWIVEL SWAY \ AY IR CE ATTAO11Exf FEL 11119 Mo-Tl9EwD I,Ymi1STa �' \ NAT ,RATE ATrACIMENT \�,a BRACE FITTING BRACE PIPE DIAMETER Of BRACE, 1' MAKE, TOLCO MODEL, 909 SCHD. 40 PIPE TMW INA Fac NS/Ia TYPE OF BRACE, TOLC/ FIG. 4>S ANGLE OF BRACE, 30-90' M IA PIPE CLAMP PIK LISTED LOAD RATING CLAW Fm SWAY KE FOR SWAY BRACE A 4 -WAY EARTHQUAKE BRACE LATERAL EARTHQUAKE BRACE `' LONGITUDINAL EARTHQUAKE BRACE NON -THREADED BRACE PIPE NTS NON -THREADED BRACE PIPE NTS NON -THREADED BRACE PIPE NTS ■SEE DETAIL ON FP -111 SIESMIC ATTACHMENT DETAILS - STEEL CONSTRUCTION 0 d - Scale: 1/32" = 1'-0" SEISMIC BRACING CALCULATI❑NS NFPA 13 (2013) PROJECT, LUNDBERG RICE CAKE cwRAI FOOTHILL FIRE PROTECTION INC. 4 -WAY ATTACHMENT AT STEEL CONSTRUCTION ADDNESS, 170 ERMA CT. 5311 MIDWAY CHICO, CA. 95928 ADDRESS, 5311 MIDWAY TELEPHONE. (530) 826-3013 SHEET, 1 IF 3 DATE, 3-3-16 FM (530) 893-3013 BRACE INF❑RMATI❑N SEISMIC BRACE ATTACHMENTS 7' MAX STRUCTURAL ATTACHMENT FITTING, LENGTH OF BRACE, MAKE, TOLCO MODEL, 909 DIAMETER Of BRACE, 1' MAKE, TOLCO MODEL, 909 SCHD. 40 PIPE LISTED LDAD RATING 2015 ADJUSTED LOAD RATING 2015 TYPE OF BRACE, PIPE ATTACHMENT FITTING, ANGLE OF BRACE, 30-90' MAKE, TOLCO MODEL, 1001 LEAST RADIUS OF GYRATION, 0.42 LISTED LOAD RATING L/R VALUE, 200, MAX. ADJUSTED LOAD RATING PER 93.5231 - UR VALUE, 200, MAX DEFLECTOR DISTANCE TO BE 1" - 12" BELOW BOTTOM OF DECK. SE:ISMIC BRACE ASSEMBLY DETAIL SEISMIC BRACE ASSEMBLY DETAIL MAX. HORIZONTAL LOAD, 3,061 Ibs. ■SEE DETAIL ON FP -111 FASTENER INF❑RMATI❑N FASTENER INF❑RMATI❑N ORIENTATION OF CONNECTING SURFACE, D -F FASTENER, 4 -WAY FOR 6' TYPE, THROUGH BOLT DIAMETER,1/2' DIAMETER, 1/2 DIAMETER, 1/2 BRACE IDENTIFICATION NO. B BRACE IDENTIFICATION NO. A LENGTH, 1 C TO BE USED ON PLANS) MAX LOAD, 1600 LATERAL BRACE LONGITUDINAL BRACE SEISMIC BRACE ATTACHEMNTS SPRINKLER SYSTEM LOAD CALCULATION (Fpw - CpWp) DIA TYPE LENGTH (FT.) TOTAL # FT. WEIGHT PER FT. (LBS) TOTAL VEIGHT(LH8) 6' SCHED-10 23.030 690.900 36 23.030 829.080 SUB -TOTAL 1838.400 ALLOWAANCE FORFITTINGS AND VALVES 2114460 TOTAL WEIGHT IaF WATER FILLED PIPE PLUS 15X SUB -TOTAL 829.080 ALLOWANCE FOR FITTINGS AND VALVES 953,442 TOTAL WEIGHT OF WATER FILLED PIPE PLUS 15X Cps .52OTAL VEIGHTxCTotal (fpM)p) 495.790 CT " 4' 16.8 ESFR Z-PERLIN 5' ON CENTER HEADS TYP. 12 4" FLOAT MAIN \-2f"BRANCH 4" FLOAT MAIN" FEED IMAIN. MAIN TO BE HUNG SYSTEM #2. LINE TYP. SYSTEM #1. SYSTEM, #2. @ 20'-0"A.F.F. BRANCH LINES T BE HUNG @ rL 12 B.O.D. DEFLECTOR TO BE WITHIN V-12" OF B.O.D. SEISMIC BRACING CAALCULATIONS NFPA 13 (20113) PRDJECT, LUNDBERG RICE CAKE CMNTRAACTMIN FOOTHILL FIRE PROTECTION INC. LATERAL ATTACHMENT AT STEEL CONSTRUCTION ADDEESSS 170 ERMA CT. ADDRESS, 5311 MIDWAY CHICO, CA. 95928 ADDRESS, 5311 MIDWAY TELEPNnrIM, (530) 826-3013 SHEET, 2 of 3 DATE, 3-3-16 FAX, (530) 893-3013 BRACE INFORMATION SEISMIC BRACE ATTACHMENTS LENGTH OF BRACE, 7' MAX STRUCTURAL ATTACHMENT FITTING, LENGTH OF BRACE, 7' MAX MAKE, TOLCO MODEL, 909 DIAMETER DF BRACE, 1' MAKE, TOLCO MODEL, 909 SCHD. 40 PIPE LISTED 11 RATING M5 ADJUSTED LOAD RATING 2015 TYPE OF HRACEi PIPE ATTACHMENT FITTING, ANGLE OF BRACE, 30'-90' MAKE, TOLCO MODEL, 1000 LEAST RADIUS OF GYRATION, 0.42 LISTED LLDAD RATING 2015 ADJUSTED LOAD RATING 2015 L/R VALUE, 200, MAX. LISTED LOAD RATING 2015 ADJUSTED LOAD RATING 2015 LA VALUE, 200, MAX DEFLECTOR DISTANCE TO BE 1" - 12" BELOW BOTTOM OF DECK. SE:ISMIC BRACE ASSEMBLY DETAIL MAX. HORIZONTAL LOAD, 3,061 Ibs. ■SEE DETAIL ON FP -1w MAX. HORIZONTAL LOAD, FASTENER INF❑RMATI❑N ORIENTATION OF CONNECTING SURFACE, D -F FASTENER, LATERAL FOR 6' TYPE, THROUGH BOLT LONGITUDINAL FOR 6' DIAMETER,1/2' OF THE ENFORCING AGENCY. DIAMETER, 1/2 BRACE IDENTIFICATION NO. B LENT 1 < TO ]BE USED ON PLANS ) MAX LOAD, 1450 LAITERALBRACE [:]LONGITUDINAL BRACE MAX LOAD, 1300 ❑ LATERAL BRACE 10 LONGITUDINAL BRACE SEISMIC BRACE ATTACHEMNTS SPRINKLER SYSTEM LOAD CALCULATTMN (Fpr - CpWp) DIA TYPE LENGTH (FT.) TOTAL # FT. WEIGHT PER FT. (LBS) TOTAL WEIGHT(LBS) 216' DYNAFLOW 225 5.10 1147.500 6' SC4ED-10 30 23.030 690.900 60 SUB -TOTAL 1838.400 ALLOWAANCE FORFITTINGS AND VALVES 2114460 TOTAL WEIGHT IaF WATER FILLED PIPE PLUS 15X Cpm Total (Fpw) .52 1099363 (TOTAL VEIGHTxCp) TOR O O CY M 6 I 6' O SEISMIC BRACING CALCULATIONS NFPA 13 (2013) PROJECT, LUNDBERG RICE CAKE (aNTRAccTMR, FOOTHILL .FIRE PROTECTION INC, LONGITUDINAL ATTACHMENT AT STEEL FLEX COUPLING CONSTRUCTION ADDRESS, 170 ERMA CT. ADDRESS, 5311 MIDWAY CHICO, CA. 95928 E TELEPHONE, (530) 826-3013 SHEET. 3 of 3 DATE, 3-3-16 FAX, (530) 893-3013 BRACE INFORMATI❑N SEISMIC BRACE. ATTACHMENTS LENGTH OF BRACE, 7' MAX STRUCTURAL ATTACHMENT FITTING, 4. MAKE, TOLCO MODEL, 909 1. DIAMETER DF BRACE,. 12 HD. SPARE BOX TYPE OF BRACE, SCHD. 40 PIPE LISTED LOAD RATING 2015 ADJUSTED LMAD RATING 2015 N PIPE ATTACHMENT FITTING, ANGLE OF BRACE, 30'-90' MAKE, TOLCO MODEL, 1001 LEAST RADIUS OF GYRATION, 0.42 LISTED LOAD RATING 2015 ADJUSTED LOAD RATING 2015 LA VALUE, 200, MAX DEFLECTOR DISTANCE TO BE 1" - 12" BELOW BOTTOM OF DECK. 11. 3,061 Ibs. SEISMIC BRACE ASSEMBLY DETAIL MAX. HORIZONTAL LOAD, ■SEE DETAIL ON FP -111, INSTALLATION OF THE SPRINKLER SYSTEM SHALL NOT BE STARTED UNTIL COMPLETE PLANS AND FASTENER INF❑RMATI❑N ORIENTATION OF CONNECTING SURFACE, G -I FASTENER, LONGITUDINAL FOR 6' TYPE, THROUGH BOLT OF THE ENFORCING AGENCY. DIAMETER, 1/2 4 BRACE IDENTIFICATION NO. C LENGTH, (TO CTO BE USED ON PLANS ) MAX LOAD, 1300 ❑ LATERAL BRACE 10 LONGITUDINAL BRACE SEISMIC BRACE ATTACHEMNTS SPRINKLER SYSTEM LOAD CALCULATION (Fps - CpWp) DIA TYPE LENGTH (FT.) TOTAL # FT. WEIGHT PER FT. (LBS) TOTAL WEIGHT(LBS) 6' SCHED-10 60 23.030 1381.800 REMOTE ARE SQ. �. DENSITY GPMISQ. FT. INSIDEHOSE ALLOWANCE SUB -TOTAL 1381.800 ALLOWANCE FOR FITTINGS AND VALVES 1589070 TOTAL WEIGHT OF WATER FILLED PIPE PLUS 15% Cp. S2 Total (Fps) 826.316400 (TOTAL WEIGHI 0 0 v v 0 0 6„ 2" 6„ a„ FF BOR G -DRAIN 8„ F71qFR n1=TA1I SCOPE OF WORK RISER LEGEND A BUTTERFLY CONTROL VALVE B FLEX COUPLING C FLOW SWITCH D 2" TEST AND DRAIN VALVE E 10" POTTER ALARM BELL F 4 -WAY EQB TYPICAL EA. RISER G 8" UG STUB FFP POC H 30OPSI GAUGE 4. PRV J 12 HD. SPARE BOX M HYDRAULIC INFO PLATE N CHECK VALVE SCOPE OF WORK _ FP -1 . 1/4" = 1'-0" 4' s 0 1' 2' 3' 4' S' 0' 7' B' a 1a 1. FOOTHILL FIRE PROTECTION TO INSTALL ,NEW WET FIRE SPRINKLER SYSTEM STARTING AT FLANGE GENERAL PIPING 6" AFF. GENERAL NOTES SYM CNT TYPE FINISH TEMP K NPT ORIF MFG. MODEL# ESCUT SIN#1 CONTRACT NAME LUNDBERG WAREHOUSE 8 53 MIDWAY, RI CHVALE, CA 1. DESIGN, INSTALLATION AND MATERIALS PER NFPA 13 (2013) AND AND AUTHORITIES AREA NUMBER• HAVING JURISDICTION. 2. GENERAL WAREHOUSE AREA DESIGN IS ,FOR ESFR, 1.0/12 HEADS WITH 250 GPM HOUSE ALLOWANCE. 3. BIN ROOM DESIGN IS FOR ESFR,1.0/12 HEADS WITH 250 GPM OUTSIDE HOSE ALLOWANCE. 4. MECH. ROOM DESIGN IS FOR ORD. GRP. III, .2/5 HEADS WITH 250 GPM OUTSIDE HOSE ALLOWANCE. 5. ALL MATERIAL TO BE UL LISTED AND/OR FM APPROVED. 6. ALL NEW FITTINGS TO BE CAST IRON THREADED OR GROOVED. 7. ALL NEW PIPING TO BE PROPERLY FLUSHED AND TESTED. 8. ALL MONITORING AND SUPERVISION IS BY OTHERS. 9. ALL ARMOVERS OVER 2'-0' IN LENGTH TO IBE HUNG. 10. DEFLECTOR DISTANCE TO BE 1" - 12" BELOW BOTTOM OF DECK. 11. PREPARE AND SUBMIT PLANS AND SPECIFICATIONS OF THE SPRINKLER SYSTEM TO THE LOCAL TOTAL SYSTEM REQUIREMENTS PSI GPM @ SOURCE W/ PSI AVAILABLE FIRE DEPARTMENT, PRIOR TO BEGINNING CONSTRUCTION. 12. INSTALLATION OF THE SPRINKLER SYSTEM SHALL NOT BE STARTED UNTIL COMPLETE PLANS AND DATE:3-7-1 6 SPECIFICATIONS HAVE BEEN APPROVED BY THE LOCAL FIRE DEPARTMENT. 13. AT VARIOUS STAGES AND UPON COMPLETION, THE SYSTEM MUST BE TESTED IN THE PRESENCE SHEET #: OF THE ENFORCING AGENCY. j BUTTE COUNTY �t,QROTECT/O� MAY 0 6 '2016 0 ' F��E R°rF DEVELOPMENT SERVICES uJ LA SIFICATION I C-16 -`-'77% LICENSE NO. *-:0 #783132 Q T9rF°PcaL1F°��` THIS DRAWING IS PREPARED BY FOOTHILL FIRE PROTECTION FOR ITS EXCLUSIVE USE AND IS GUARANTEED ONLY WHEN FOOTHILL FIRE PROTECTION IS THE INSTALLING CONTRACTOR. THIS IS NOT TO BE DISTRIBUTED FOR OBTAINING Scale: 1/32" = P-0" BIDS, ALL RIGHTS RESERVED. _ FP -1 . 1/4" = 1'-0" 4' s 0 1' 2' 3' 4' S' 0' 7' B' a 1a REVISIONS REVISIONS SPRINKLER LEGEND GENERAL PIPING HYDRAULIC DESIGN INFORMATION WATER SUPPLY INFO. -WATER MAIN SYM CNT TYPE FINISH TEMP K NPT ORIF MFG. MODEL# ESCUT SIN#1 CONTRACT NAME LUNDBERG WAREHOUSE 8 53 MIDWAY, RI CHVALE, CA 0 UPRIGHT ON A SPRIG ®FIRE SPRINKLER RISER_-] 0 UPRIGHT ON A LINE 0 FLOW SWITCH 0.o UPRIGHT AND PENDENT OUTLET ELECTRIC QN► UPRIGHT AND PENDENT DROP -�- STANDARD FDC Q UPRIGHT W/ HIGH TEMP HD 4- POST INDICATOR 0 PENDENT W/ SEMI -RECESSED TRIM _ - KEY GATE ®PENDENT W/ 401 TRIM -(? FIRE HYDRANT ON► DRY PENDENT ® THRUST BLOCK 0 PENDENT W/ HIGH TEMP HD ��• 2 -WAY E.Q.B. ND PENDENT W/ CONCEALED TRIM D HORIZONTAL SIDEWALL" 4 -WAY E.Q.B PIPE ELEV. CHANGE �� ( iF CALCULATION NODE -1 CAP �/� -F COUPLING - �' PIPE HANGERS � O.S.&Y. VALVE AFF -ABOVE FIN. FLR. FOW- FACE OF WALL CI - CAST IRON RED - REDUCING AV -ANGLE VALVE GLB -GLUCAN BEAM COJ -CUT ON JOB SCR -SCREW, AO - ARM OVER GV - GLOBE VALVE CPLG- COUPLING TC - THIRD. CPLG. AS -AUTO. SPRINKLER HGR-HANGER CTF -CUT TO FIT TF -THIRD. FLG. ASR -AUTO. SPRK. RISER JST -JOIST DI -DUCTILE IRON TBE - THIRD. BOTH ENDS BOB - BOT. OF BEAM LVL -LEVEL FLG -FLANGE THIRD -THREAD BOD - BOT. OF DECK (N) - NEW GC - GRV. CPLG. TOE - THIRD. ONE END BOJ - BOT. OF JOIST NIC - NOT IN CONTRACT GRC - GRV. RED. CPLG. TOL -THRD. OUTLET CHKVA - CHECK VALVE NTS - NOT TO SCALE GRV -GROOVE TRC - THIRD. TED. CPLG. COE - CHANGE OF ELEVATION PI -POST INDICATOR GBE - GRV. BOTH ENDS T&G - THIRD. & GRV. E - EXISTING PIV -POST INDICATOR VALVE GOE - GRV. ONE END WF - WLD. FLG. O EQB -EARTHQUAKE BRACE SLP -SLOPE GOL -GRV. OUTLET WLD -WELD FDC - FIRE DEPT. CONN. SP - STANDPIPE MI - MALLEABLE IRON FHC -FIRE HOSE CAB. STB -STEEL BEAM MJ -MECO. JOINT -- FHR -FIRE HOSE RACK UNO-UNLESS NOTED NF - NO FITTING FOB -FACE OF BLOCK OTHERWISE N&C -NIPPLE &CAP FOC - FACE OF CONC. WMG• WATER MOTOR GONG PE - PLAIN END FOS - FACE OF STUD PLG -PLUG AREA NUMBER• coDE NFPA ; HAZARD ' SYSTEM• Tvae srnnc RESIDUAL Flow DATE NO. DATE REVISION REMOTE AREA---- so. FT. DENSITY cPMlsn. Fr. ' INSIDEHOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE AREA PER SPRINKLER ' TEST LOCATION PLAN DESCRIPTION :SITE PLAN SECTION DETAILS JOB # :7311 C 1 TOTAL SYSTEM REQUIREMENTS PSI GPM @ SOURCE W/ PSI AVAILABLE SOURCE OF INFO. � JOO GPM @ OO PSI FIRE PUMP 2 DATE:3-7-1 6 SCALE : NOTED DESIGN:CR CHK:AM SHEET #: TOTAL SHEETS FOR PROJECT:3 3 4 HYDRAULIC DESIGN INFORMATION HYDRAULIC DESIGN INFORMATION DESIGN -INSTALLATION -INSPECTION -REPAIR OOTHILL 36 BELLARMINE CT. -CHIC#, CTA 95928 (530) 826-3013 FAX (530) 893-3013 - FIRE PROTECTION INC. CONT. LIC. NO. 783132 C-16 7 AREA NUMBER CODE NFPA HAZARD SYSTEM TYPE AREA NUMBER CODE NFPA HAZARD SYSTEM TYPE 5 g REMOTE ARE SQ. �. DENSITY GPMISQ. FT. INSIDEHOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE AREA PER SPRINKLER REMOTE AREA S° DENSITY GPMISQ. FT. INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE AREA PER SPRINKLER PAGE TOTAL= ### PROJECT TOTAL = 922 7 CONTRACT :WBS FIRE DEPT. 8 TOTAL SYSTEM REQUIREMENTS PSI GPM SOURCE wl PSI AVAILABLE TOTAL SYSTEM REQUIREMENTS .PSI GPM SOURCE wl PSI AVAILABLE ADDRESS : - ADDRESS - 9 PHONE# :530.345.7296 - INSP. : I PHONE# :-- III TI .�19 -_-"Y--I r ---I - I � � I I I I ' �� s I L n0 n0 n0 n0 n0 n0 O O; n0 n0 n0 n0 n0 n0 I 1 EE O O O ([ O O O m m N I J N I 1 N I J N 1 J N I J Cu I J J { N 1 1 Cu I J Cu I 1 Cu 1 J Cu I 1 CN 1 J °, E J J J r r r N m N Cu N N Cu Cu Cu { N I Cu o Cu Cu N N Cu N R1 I N, N I EEEE E '., aF I OJ *0 ' `p # rte'. 1 01 b m 40 Ab m m N Cu i I as as 4, I. n n n n n n n MATCH LINEA Cu Cu co Cu Cu'I Cu'I Cu ^ o e MATCH LINE A N N el W co W I W W W CuNOD CuNCD CuNOD CuN W CuNOD CCU OD N I N I Cu I i iii ..H : .:m .:, >i •53::.. s .. ,. ,.✓ is ///fie �:;. .,;. ':: ..,. _ ..r ice',,.. .f: 3i. , ,, ',,;5:+ .. ry . , i,.,, 1./. .�' Is qii. :. ;. % d ,'/s %/O, .Dy% •; .. .� f .,,,/;.... ,., % N e N o 0 0 0 0 o I YNEW' 11 I J J J J J 1 1 0 € BOJ #0T POPPING Cu o O € � m n W Cu I W Cu cu ROOM Cu N Cu Cu Cu Cu 0.1 Cu � Cu � .0.1 Cu Cu j N - - N - N - N - u CN - {[[ N N N -1 N CuN A102 n,-- Cu E ",y N� N� Cu Cu 6 CU co Go oe I A Cu 00 ° f CD 00 1 `i7 /i! .. 1p 'gyp *0 p p 0 p 0J OJ 0J 01 OJ 01 01 Ol 0j OJ 0J 0l q� 1 J l Qg 1 1 1 � J (lyr. g _ �q �I � W fD M C+f W M f°7 C`f Cu .I-. 'Y'� Q4 44 4EE 4 Wi N" N ' �€ Cf CI C`7 Wi Ch C) M W( W4 V) IPl In �5 If7 U7 1. I,y .I -s mE ti ..Ir .� I J am -m' p p1 , p m• ..I. m° m Cu Cu N mE N 1 mi F _rl rl I rl I - Cu Cu -I J = ti Cu Cu < I E 5 @ 406 CU,.,,, I N 1 Cu I Cu 1 Cu j Cu I N �o o� o o e CU 1 Cu 1 N 1 € Cu O'• Cu Oi CN T N 1 Q1 1 1 1 I I , CuCu Cu Cu m m m O ON Cm =«u 1 #OO 4k0 dk0 4k0 9k0 #OO dk0 4kpO #p 4kpO 4F0 440 dk0 dk0 #O *0 o m Cu j, Nm / J 1 J / J l J 1 1 J J J J J 1 J J 1 N#01 n � � 1 O 187 c 298 O O wA ti0.O O O V 249 261 Z,ti 2656 267 269 H 281 O C) 287 269 2711 O 276 $'78 U 281 289 286 287 819 Z18 U (7 C) C) Ch C) I"D Cu N A N : ,�•1 W •�, + 'O.. a0 + �O C) C+7 (h C7 M C) C) C7 N N f i 404 � N, N, RJ , + N N, MA •tiCR. 3 CuN A , A •Cp, I Np, I w , N W W A N 1 N I '�' ti N, N, A N �. ICiI I AVp� N 1 CV 1 Cil 1 W W W W + ti W A \ � k `W A ,ti 117 \ 1 U7 Z In ,y 1 O w % u7 u7 3 A ti 1n O7 �ti 174 + 3 176 �� , 76 .ti 177 TB +�1'€ 779 �3��J ti 181 v } 291 + v� 290 $29 227 �1 228 1 : In w '�a u7 1n ti la ti ' Z 7® 0.1 Cu 1 i 11 189 N N ' j}70J + iti 171 O w iti 172 79 t t ^� O 3 4 ' k ` ' t i1 nJ 9 h �Tv 00 Q3 + +n�ii } �i nJ .� O +Ziti p ,�1 224 nj+ ,iP 229 t 222 v '�{n� O v 3wAi1� (� v kZ,ti 219 v Q� + Q 18 v 217 } 9 E 66 6 + 6 + 6 ya Ei 6 + 6 6 6 6 2 2 _ 6 Q+ 6 6 6 6 6 Ql"4 6 - - 6 4 4i -+ 4 �� 4 6 + Z (+ 4{ 4 Q 4 4 4 4 4 4 4 Z 4 4 9442 7 Cu 'ik + + 1 } 4 - W--$�0=�"' � 14 9 � 4 844 844 3' 6 4 4 844 Cu ti H 10-9 -9 8-4 8-4 3 6 9 B-4 6-10 - 8 8-4 - 5- 8 6-7 8-10 5-7 3 4 8-4 4 °1 1 N O� N O N N O N s "O N N O� l C1a O N N N O Cu € N *O Cu O Cu N �O N O Cu N (% Cu O Cu Cu O N O N N O N O N D N N Area 3- .2/5 HEADS I 1 I I 0 L I I V J ' 1 o 1 I I I I I U7 I V Q7 I O V O O D O O D O O O O O O O O O O O O O O O O O O O O 5 -SSU CALCULATED 409 'l J J J J J J J J 1 J J J � , I 01 01 01 01 01 °1 01 01 °1 01 01 01 O'1. 01 01 01 I O , O Ect d- ; 1 Q1 lu cu cu I [ ....«..0.1 Cn (T (T CT (T (T (T (T Cu Ii N I 1 1 I 1 1 I 1 I 1 I 1 I 1 1 m m m m m m m m m m m m m m ° ' I CuN [ Ku f F o I N a, W 01 01 01 01 01 01 01 O� Cu �O� Cu N Q'ti 01 O'ti O'ti °'1 O'� Q'ti Q•1 I Q� Qti Q� ^ u~ N N N N N N N N 10.'Rc WAt ODI` II m N N N {4 N N IN N N Cu N N N N N N a Z I I I I I I 1 I I 1 I 1 1 I E I I I I I I I I 1 I 1 1 O N W n n n n n n n n 3 n n n n n n n n n n n n n n n n n ... «....., ........................... AV �O,,.0 Cu N R, CL £ff N N N N N N N ClJ Cil Cu Go N Cu € ...� Cu CU CV Cu Cu Cu N Cu CU CU Cu CU N fL, N F4 Cu N N N N Cu ( N Cu Cu N R, Cu Cu Cu Cu Cu N Cu .... .... .,., O ° ..Ir ..I. E rr :r i•s :� .I -s :� � `1Y :r .1s .� ti .i .:� H ,.�. F ..1. :y :� •'r •"'• •Ir .� 401 } ( N as N - N '- Cu01 € _ f (U NN N N N N ; CUm N m o ti Co, u,�tcOy'ti 'ti '� 'ti '� 'ti 'ti Oy O'ti Oy Cu N ° Cu C° N ° Cu ,i Cu 1° N I o N I o ° ° ° ( C CuQ N ° N $o N o N 1�0 IN 1T N F CU IT CU 14 CU I o CuIv N I�o N I Cu1� N 1 _ § Cu C, Cu m Cu CI Cu � 0.1 N Cu N € o I € � I ICulo I Cu I Cu I °y N 1 °y Cu I N 1 N 1 Cu I 1 ,,. Oi m �. Cu 1 Cu 1 Cu I 1 N I �. I N I '�, N 1 I WO OWQO CWQO OWQO OWQO IOWQO GWgO OWQO I Cu q0�0 00 o° o o 00 O o0 I o0 000 000 Qe�O 000 q0�0 I 000 pe�0 m00 00�0� Cu 'I I, N po�0 'SF 'R� 'EF N 'EF N 'Rt N O CuN 1 N 1 Cu I N I , 'E� 'EF 'Ei~ N 'E5� N 'R�� € N 'R`� N 'EF~ N 'EF~ N 'Ri 'Rv '3F� I � I 01 ol 01 f i € i I I Aw I U m 0., m Cu m I C U m N m n, m Cu Cu m Cum 0.,m N m N m Cu m q, C7% Cu _....... __ _., . m m m y0'�' y, ~ .I -s �.•'-' N Cu N Cu Cu N N N ` N, N, CuN, N, .+C ° EEE ds do eu N N N N o N o on do d 0f € E . + N Cn U7 0.1 ,n Cu 117 0., Ln Cu IP) Cu Ln Cu Cu v v € CuCIO CIO N N N N N N N CuC U N 411- t l Cu N CuN Cu 41, 0., N 0.1 N 0.,N N N N N N C U 1 1 1 •� '� 1 1 1 1 1 1 1 11 11 I 1 1 1 1 1 1 1 1 I 11 i 1 1 11 11 1 1 1 1 N O N O N O N O ,O 10 IO r0 ,O l.O ,O ,y0 ,O 1.0 ,�O ,O [Cu Cu CIO CIO I II E, -(- € Cu N Cu Cu Cu Cu o 1 CU i CU .r Cu I N ..r CuN .y CuN ..r I ,O I N 6 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 o 0 0 o E CuCuof Cu I NONCOMBUSTIBLE SPICE SPICE SPICE N Oi Cu O� M �, Cu Oi Cu ;, Cu O, N O� Cu Ol N a, N Oi N a, N Oi Cu Oi Cu Cu N J Cu O, m m NO PROTECTION 01 01 0 01 01 01 ° Q1 , 01 Q1 01 01 Q1 01 01 01 01 01 01 01 01 01 1 01 o� 0 01 IN SKYLIGHTS CONSTRUCTION NO N ROOM N ->� , 1ROOM > > ,ROOM > i i , i > > i , i > 1 PROTECTION ABOVE € Av o REQUIRED PER O A101 A101 A101 0 0 (( 0°1 I NFPA 13 8.5.7.1 D PER NFPA13 _I € REQUIRE 12 0 N� 12-0 Cu� n,� N� N t 12-0 Cu m m m m m m m m m m m m m ( m 1 I I I 1 1 N N N Cu N iN N N N N N N N CuN 8.15.1.2.2 S. C. S. C. '� u' �' S. C. �,L L� I I I 1 I 1 1 1 ' ' € Cuftl 1 N I 1 Cu Ido d 0 d IN d IN Ij J Jt Jr Y "V' < � ti •^,y icu E IN goIc do € N N CuCu Cu N N CU CU Cu CuCullU CuN Cu Cu N Cu Cu N Cu I Cu , N I Cu, N, N I N, Cu I Cu Cu Cu I I , 1 1 Nm1 n,m1 0.1m'y n,m1 0.Jm1 Nm'� N 1 1 CuN 1 1 Cu 1 1 CuIU 1 1 v1 v1 v1 v'1 v1 vy v1 v'� v•1 v1 N o N 0000000 I° Choo0X01 #o' X01 X01 X01 I � i £ 00, ol Cu Cu I ICU 0 o e e e 0 0 0 o o o o o o o o \o .o `o 117 1/'! N IPI N N (T Cu CT N CT N (T Oi m N (T Cu (T N Oi N [T Cu O, INS f N� Cu N� N� Cu � Cu 1 Cu 1 N 1 N 1 Cu o N o N n N 1� Ircu n N n N f� € N I Cu I � cu- - m W W W { 117 1 tD �O ly ___.•.....___________ ,.. ................. ...... _,. I O1 01 01 01 ')F 1 1 m m cu C0 lu CI) cu N CT N CT ,...,, ..._. o+ Qi m N CT N m N CT N CT N O'• N N CT N m NIT N O+ N N CT I N CT .,,......... � ,,,,tly � ...,.......................... Qi N CT 0.,m 0.1 m n n n 1 ._... _.._....._.._........, .. _Cu ,..�,..,..,...�.. I I I I 1 1 I o I 1 I I I I I'll ._... ...,.....,....... , ....„ ..,,....... , , , I n n n n n n n n n n n € n CU 1 1 n n n n n n n n n n n n mm � £ m m al>• ,a �x yv �x yv �x �x �w X03 �v my �w aw N oo N N w NN NN N0.l CU CuU NCU CU CU ' NCU CU CU Ncu CU NCU cu NCU CU NICU NCU CU NCU NCU 0.,N NCU e e O 1 1 I 1 I I I I ( I I 1 I 1 1 I I I 1 I �I 01 Q'ti , ti 01 O� °1 I € °1 °1 01 01 1O� 01 01 01 O, ti 01 O, 01O� ,,0� X01 . o o o i cu I N I N I N I 0 F 117 117 Y O O 0 0 0 O f O o o O ° o o O o CM 0 0 „ , O 6 0 o O 11 - 1 1 - 1 1 I 1 1 N 1 N N 1 I I I N N I 1 I N 1 N N N N I N 1 N 1 - N I N I N CuN N N N N N N 8 Z PEIa 5 ON m m 8 Z PER 5' ON ...... ,,.„ m m m £, ,.,� m m m m a 30 m m m m m m CENT TYP. fj( CIENTE TYP. cu 1 1 3 N fU o In 1_i 1 f 01 N I N o o o o o o o o '' o o o O o o o o O O o O o - O O O o O N f N I N 1 N I N I N I N I N I N I N 1 N I N I N 1 N 1 N I N 1 N I N I N I N 1 iN 1 N I N 1 N 1 N 1 N 1 N I O mm m m m m m m � m m m m m m m m m m m m � m m Cr, m m m .9 N N KI 1 o 0 0-9 �fY .aM GIM SIM 4w yM �R' �fY yM SIV �0. yM �M aM DIY yM SIM DIY N 1 N N C T N O i N C T N m N m C U m p, m -,A T c v m N m N m N m 1 1 :u*,; m W 1 z O O g � � O'1' 04' � � O O � c54' � � � 04' MAIN TO BE HUNG > > > > > > > > > N o 01 011 ' 11 c7 -9 @ 20'-0" A.F.F. N N co >� N CU NIU N CU NIL N CU N N CU CU CU CU i NCV N CU N lU N CU E N N cu N N N N N N N ICU N N N N CU 0.1 N N N N N N N (n N N MAIN TO BE HUNG 1� I 1� n n n n n V n n n 1� i I� 1l 1- I- r" 1� I� I� 1.- 11 ,� I� CU �, ............_.._..__ BRANCH LINES T m 03 I a III OilN�o� @ 20'-0" A.F.F. BE HUNG rL 12" N o NCm B.O.D. -"'jJ � BRANCH LINES T 1 `DRYER 1 1 ti 1 1 01 .. 19Ye BE HUNG @ 12" DEFLECTOR TO ,0000 moo. ,00000 ,0000 >° >° >° >° ?�° >° >° > a�° > >°1 11 11 11 € I B.O. D. o e o o o o o O N O O o O O O o o o BE WITHIN 1 -12 10 , , ROOM I I 1 I I 1 11 I 1 I I 1 1 1 I I 1 I I 1 m m m m m m m m m m m m m m m m m m m m m m m m m m OF B.O.D. A100 N Jt N I DEFLECTOR TO N= 1 I BE WITHIN 1"-12" 0-6 .w IVI, N N ; I OF B.O.D. NIT cA* Am AN Ll AV AV AN AV w w w C11 u N11+ cu a, Nm Nm Nm Nm ° Nm NCT Nm NIT C Nm Nm Nm Nm cu 0% m m m m m m 1 - I� I� ' ' I 1 1 1 Ai 1 I 1 I I iN , N, N, N, CU I lU I CuCV 1_ 1 1 1 1 1 1 1 1 1 1 1 1 0 1 1 1 1 1 °y 1 1 v 1 REST 1 -10 -,,, _-_... _._._-_.,,.,,,- __11pO O O Iii _ o^, o 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o Q Q o o Q o o I 1 f > > > '10 j N N4 lip IN am Ir ROOMS Cn NN NN W' NN NN NN uQl NN NN NN W NN NN NN W NN WE NN NN NN Wf NN NN ICU N W NN NN NN W NN NN NN WE n 1 A114 1 �{ _ _ N 101-01 N 1-2 mf mI m£ mj .iii m m m` m mi m N -6 N m ff N I € e N GYP. N E N N - •Ip, '11U. CCN. Vp, N0. •CR. 'Cl4 'IW '10. "I0. il. C0. 'IP. yW 'IAI. 'Cp. N o 'IA.'1• I ,� ,1 ,P, ,' ,�, ,1 11, ,� u7 ,'� u, 1 u7 a u7 ,' ' u7 ,' u7 u7 ,'�p ,'� A ,1 A ,'� u7 u7 ,'� u7 ,1 In ,n ,1 u7 ,1 u7 ;1 u7 , N ,1�` ,� .1 ,1 ,'� , G N , N , nJ N , N , �! N , N , n! N , N , N , nj N , N , N , N , N , 3 N , C�j; N , N , itU I N , CU , 3 CU I �E N , ffj N I AJ N , nj CIJ C,J 1 ^ 1 + n 1 + , n 1 + n 1 + ^ 1 + n 1, + n �. + n 1, +�( n �. + n 1 + n 1 +� ^ 'ti + N 1 + N 1 +� n 1 + n A,• + n 1 + I n A,, + n '�, + n 1 +� ^ 'ti + ^ 1 + ^ 1 + n 1, + n 1 + n ,, + N i 1 + _ nJ + N O'1. + ° '' +1E° ZI•° Za ,° .L41 #° Zn ,° Z"aO IVIa ';k° 2`4 O .t•4O .1 ±k° Zla° r� IU 1 >;iC° Z N I #° Zw' .0 1° rL�P ,O Z1, 4k° Z� '° Zy0. '° Z' ,° Z�° Z1a '° 2y0.O CL10. ilk° Z'la° .=,4 ,° rLIC „° Z I Ir#° Z"° ,+ 2v" °Z Q� �' 02 �' �` Q3 �` 2 �a o3 �' Q2' �� ' Q3 �` 02 �. �' �' Q� �� 02 �` �'1 �Q3 �? � > ' 3 ` �? _ �? 2 �' I o3 ' 6 6 ('1t< 6 +il` 6 '�` 6 6 6 6 6 '�` 6 lip 6 6 '` 6 6 6 6 ` 6 6 ii 6 6 6 6 6 6 6, 6 6 6 %D 10-9 N .0 8 8-4 R, �0 8 4 n, 1 6 4-9k n, y 8-4 n, 6-1 - N U= �0 8-4 5-5 n, .o '4 N I0 6-2 2-1 n, .0 8-4 N 1 -7 9 n, �0 8-4 n, .� 8-4 -4 N \0 8- n, �0 5-4 3-01 4 N .0 8-4 4 7-0 q, .o SIO n, .�1. 1Ir N o 9-41 n, 9-4 U ye nw I . ,y � � >w � >q � e,«<x«.", ,.�. � �..�.. o .. o e (- �QFtOTECr/ n '° Z"��bA FIRE 'O c ` �Op [--5'-41--4--,01-9'---+-5'-4h-[-4'-2 . ,_4. _4. ._2. _2. ,_4. _4. ,_2. ,_2. i TYP. " A� LONGITUDINAL / 10 POTTER � .. _.. � 2 _.� LATERAL ( '_ W ---- �w� ALARM BELL ( SIESMIC ZONE v CLAS IFICATION SIESMIC ZONE RISER. WALL Lt(jtNU OF INFLUENCE ( � NSE 0 6 RISER. r, LICENSE NO. � OF INFLUENCE SEE DETAIL. I #783132 I E SEE DETAIL. T FULL HEIGHT WALL -M. rµ .�.. qrF o�� { OF CALIF FULL HEIGHT WALL ...... ... ,� THIS DRAWING IS PREPARED BY FOOTHILL T T T T q FIRE PROTECTION FOR ITS EXCLUSIVE USE FIRE SPRINKLER PIPING PLAN AND IS GUARANTEED ONLY WHEN FOOTHILL oi- FIRE PROTECTION IS THE INSTALLING CONTRACTOR. Scale: i/8" = 1'-0" THIS IS NOT TO BE DISTRIBUTED FOR OBTAINING BIDS, ALL RIGHTS RESERVED. FP -2 HEAD COUNT SYSTEM 1 SPRINKLER LEGEND GENERAL PIPING HYDRAULIC DESIGN INFORMATION SYM CNT TYPE FINISH TEMP K NPT ORIF MFG. MODEL# ESCUT SIN if CONTRACT NAME WATER SUPPLY INFO. -WATER MAIN LUNDBERG WAREHOUSE REVISIONS AFF - ABOVE FIN. FLR. FOW- FACE OF WALL CI -CAST IRON RED - REDUCIING AREA Q 479 SSU BRASS 296° 16.8 TYCO ESFR-17 N/A TY7126 Q UPRIGHT ON A SPRIG QD FIRE SPRINKLER RISER • 1 CODE NFPA: 1 3 HAZARD ' ESFR SYSTEM• WET O AV -ANGLE VALVE GLB - GLULAM BEAM COJ -CUT ON JOB SCR -SCREW NUMBER• STATIC RESIDUAL FLOW DATE UPRIGHT ON A LINE Q FLOW SWITCH AO - ARM OVER GV - GLOBE VALVE CPLG- COUPLING TC - THRD. CPLG. TYPE 5 SSU BRASS 200° 5.6 }" TYCO TY -FRB N/A TY313 5311 MIDWAY, RICHVALE, CA NO. DATE REVISION o UPRIGHT AND PENDENT OUTLET ELECTRIC BELL R- HAN ER TF - T TO FIT TF -THRD. SLG. REMOTE DENSITY INSIDE HOSE OUTSEDEHOSE AREA PER TEs 13 SSP CHROME 155° 5.6 11 TYCO TY -FRB N/A TY323 A - AUTO. SPRINKLER HG G C CU I S U O O AREA 12001 200 GPM/SQ. FT. 1 .0 ALLOWANCE ALLOWANCE : 250 SPRINKLER . 1 OO LOCATION ELEv. Z" Z" • QQ UPRIGHT AND PENDENT DROP -y-•STANDARD FDC ASR-AUTO.SPRK.RISER JST -JOIST DI -DUCTILE IRON TBE -THRD. BOTH ENDS snFr® PLAN DESCRIPTION :FIRE SPRINKLER PIPING PLAN JOB# :7311C 1 Q UPRIGHT W/ HIGH TEMP HD -- POST INDICATOR BOB - BOT. OF BEAM LVL -LEVEL FLG - FLANGE THRD- THREAD SOURCE 2 0 PENDENT W/ SEMI -RECESSED TRIM BOD - BOT. OF DECK (N) - NEW GC - GRV. CPLG. TOE - THRD. ONE END TOTAL SYSTEM OF : 1 500 GPM @ 1 OO PSI FIRE PUMP ® PENDENT W/ 401 TRIM 4- KEY GATE : 77.8 PSI : 1465 GPM @ SOURCE W/ PSI AVAILABLE INFO. DATE:3-7-16 SCALE: NOTED DESIGN:AM CHK: CK SHEET #:2 TOTAL SHEETS FOR PROJECT:3 BOJ -BOT. OF JOIST NIC -NOT IN CONTRACT GRC -GRV. RED. CPLG. TOL -THRD. OUTLET REQUIREMENTS: 3 `9- FIRE HYDRANT CHKVA - CHECK VALVE NTS - NOT TO SCALE GRV -GROOVE TRC - THRD. TED. CPLG. 4 QQ DRY PENDENT �► THRUST BLOCK COE - CHANGE OF ELEVATION PI -POST INDICATOR GBE - GRV. BOTH ENDS T&G - THRD. 8& GRV. HYDRAULIC DESIGN INFORMATION HYDRAULIC DESIGN INFORMATION ® PENDENT W/ HIGH TEMP HD 2 -WAY E.Q.B. (E) - EXISTING PIV -POST INDICATOR VALVE GOE - GRV. ONE END WF - WLD. FLG. 1/4" = 1'-O" AREA SYSTEM • AREA SYSTEM • - 5 PENDENT W/ CONCEALED TRIM ' 2 CODE NFPA: 13 HADD : ESFR WET 3 CODE NFPA: 13 HABARD : ESFR . WET DESIGN -INSTALLATION -INSPECTION -REPAIR 4 -WAY E.Q.B EQB -EARTHQUAKE BRACE SLP -SLOPE GOL -GRV. OUTLET WLD -WELD NUMBER• TY NUMBER TYPE 0 1' 2' 3' 4' 5' 6 D HORIZONTAL SIDEWALL + FDC - FIRE DEPT. CONN. SP - STANDPIPE MI - MALLEABLE IRON PAGE TOTAL= 497 PROJECT TOTAL = 922 OTHILL FHC - FIRE HOSE CAB. STB - STEEL BEAM MJ - MECH. JOINT REMOTE DENSITY INSIDE HOSE OUTSIDE HOSE AREA PER REMOTE DENSITY INSIDE HOSE OUTSIDE HOSE AREA PER . 36 BELLARMINE CT. - CHICO, CA 95928 1/e" = t' o" -PIPE ELEV. CHANGE # CALCULATION NODE AREA GPM/SO. FT. ' ALLOWANCE ' ALLOWANCE SPRINKLER AREA : 6 HEADS GPM/SQ. FT. ' ALLOWANCE : ALLOWANCE SPRINKLER' CONTRACT : NVBS FIRE DEPT. 530 826-3013 FAX(530)893-3013 7 -1 CAP O FHR FIRE HOSE RACK UNO- UNLESS NOTED NF - NO FITTING 1200 1.O : 250 100 ..2 250 130 ( ) S° �. SQ. FIRE PROTECTION INC. o r r a' a' s e r e' a' 10' 8 --� COUPLING f(� PIPE HANGERS FOB -FACE OF BLOCK OTHERWISE N&C -NIPPLE &CAP ADDRESS : -- ADDRESS: -- � CONT. LIC. NO. 783132 C-16 FOC - FACE OF CONC. WMG• WATER MOTOR GONG PE -PLAIN END TOTAL SYSTEM TOTAL SYSTEM II' 82.2 1465.6 : 76.8 : 397 PHONE# :- PSI• GPM SOURCE w/ PSI AVAILABLE PSI GPM SOURCE w/ PSI AVAILABLE g � O.S.&Y. VALVE FOS -FACE OF STUD PLG -PLUG REQUIREMENTS � REQUIREMENTS PHONE# .530.345.7296. INSP. . i - - - - - - -- - -- ----- I TT � � i i 1I �_ I Yp � III�iLIu�l .I,1:1P it f � I� y po A f0 OD V C71 •P. W N Z I O D m m � Z i z I J. 0_0 DC®O®eOCO000 ' OC)D Ommxmm��v I O-m0_zz-<zza12_2qLaw m r. N mmmmm=0=xx I 0, _*_T*_*_ = v v z Z Cn x c U)- 0 D D rir O- Amo rm z v 0 m m- zx ��x z� A M U Kn�m zz 0 m r 0 M U) xC: °m 2 f- m m G) m z v n a N- nT. -Cn m-nT m ��M-m<0) D mOr m C D<cnmD� p _4�� D m m -i < > 2? M m Z w ooz� om �xm O m m m -nTl Tl TlmmC)C�wwwDDDDD 000m:ca �.Ox000UnUn0< n wowxoow m�i-vwx TTITTt TIT mC)nwww DDDDD DDD��Xxx000CC�Zw mmmmmm�g>MM •i99O0g�0 O0000mpZm7nCO00Oa)�0<TI CnC,wmmOy00Dpmwmm��? 0 OgROOm mm�7T.K- ;K m, C��Z. Zw r ?� m� m z z Z�m� D�ZZZ«�<F- r �- � yOz��rO000mmOD��D ,rmDOCnCn-I4<CnzOcO �mmzvm-i-,�z��-imm�0 �Cnw� 220 A<KT, 03 �co0mm DDD-zl <TD �r"mv 00 mfr G) ;u m -V-0zzKgcDOt)c)QO�v_C)0oC) Om0 r� mmGxob mr, m-Ozz99000000T"v000C� E�gOmD�wmwxx�CCOCD 02rOm=r«<O«Zq,c,w m". 2,ca5c°A9mOmmmm0 z55 Ogc)2 -mom yr vDG)Zmrmm= 1Z m np :5�omz �Oi0z -u Z z w v U z - 5- G) T x00=ooJno0m p cor-mxm Xv _-4R'-i��,�-iO� ,�- xxxxxxxxc�m v• 000v vvomc r-Sp400vw„O�Z G)C0rmG)mCZ X. G) G) Z ci v , w N A z y N D.'0z> x D '1 r" p m v c ,'y �^ m D v y N N E N 3 s rC 0 N n C) v .. C) v 00 O O U) -4 O O C/) N m G) -4 m G) coo Z coo Z N `3Z ZT OD �Z ZLa 1 —a D X U) D X y .. _ _ -DI O W Z O W Z O Ul �y 00�z O o O m m mm ^K mm" o \G N cn m ° m m - �s �0 O m O m Dm z m6 m _ •m N N CA U1 N O O a � N D W D z�N D ��N fi m m m D " m m 3 C w � O m m O O O m0 O D m c 2 T, O O m - ° ��o m� O m o $ A rn ..m p. z ° m 0 c v CJl v k -4 w a � 3 Z Z A p -U X D X N w w Z o C) z D -•� --. NA �I 00 a//i o 3 Z= O A m o m m R T m TT o N 9 fm� o _ O N T V m E z m O m - N Un O c � N z s! CA) W 0 =o0D 403 0 z m --1m ° -1 W W °° _ o r m II m > m N � c 0 O T Z Z 0 n z O = o m o m � D 9 m r n N N x N V7 N D I z 'Z(nD 0 m. X 0 m o co O o O 3 m ° m m T W -4 J 0 m m z z D D j N � Z I w " ITI I... 0 T 0 m 5. Z z z Gw v ►�-� 5 0) X z n 0) � D o m c O z I Cn D _n � m y y z m A m ;u O0 2 --155 m � U) -0 r-� v C z0�nM0 - — n "� Z lAOn0�0 G) (D --j—DO� CENgFO� D (? p m �O0 m z�0z yy° �,p�` mcnz5 n, D G) �_v_-ImZv) o 0 _ I) m 0 -n � 0 00 nTOk_ u) , _ Z D =I�20 m r wm °�D v n m C3 C/) No o I CA Cl) O m0'=x0 z m C <OG)ZC� 9 &O.LOV?6 n u'o m Z cn - m Own -n U)0 O c' po O O < O 1 z a D03 —ziOm-I P ® w r D = C 2 c� w m W ?0 m� O Z 0 zom1 �z o G70 w = N r w o 0 2 1 N � O n m 0 co n D O Cn 0 -I Z O W N D 00 m v 11 D O -n `m - w W 11 ZX - z mmz0 I 1 I a 0 C/) DC I �0 I $+ w m r --I °DvOm n ym V/T'�'^^- ' O (t® �' 1 N � � I 3... I y L.L.I Aw i 3 I Z I� gy=m n x O� ° 2 °J ' 2 # 2 °r 2 2 # °J >!k 2 ° 0-9 I m 8-0 i 11N -0 3-9 -3 8-0 8-0 3 # z I 2 2 2 10-1 3-9 5-6 `o'tl` i(€ 2 N% I I 2 2 € 0 7- . 2-4 `O'1E` 2 8-0 `° 1-2 k 2 6-10 , �p 2 1 -Il 1 O I OJ _ 2 5 o j _ 9-5 f �. _"p 13 6 F' y Z 2 11-2 2 2 2 2 a 2e 7-3 11 0 2 11-2 11-c 8-7 2-7, ? m q L 2 2 12 10-1 3-9 5-6 X01` 101` 2 - ti0 2' , 2 2-4 I 2 7- t -.5 -41` , a 2 8- 0 1,0111-2 C 2 6-10 �+ ti° 0 2 °r 2 I -5 ; - ro i { 2 I 9-5 I -BEAM , � 2 � i 2 2 ey 22 2 2 11-2� O° 00 mm m� 8-7 2-�70 11-2 .x°'11` 7-3 �0'1(�-11 11-i DOS � 'I ��Z� I N 0-0 - 0�@2 Dmo� Z m CO G) 2 Z 2 2 2 2 11-2 = - 8-7 w 2-7 11-2 t � � 4 i 7-3 2 2 2 2 2- 2 2 2 11-2 8-7 2-7 11-2 �, 7-3 11- 2 2 2ev2 2 2 2 8-7 w2-7 11-2 7-3 11 11- 2 2 2 2 2 2 11-2 -e 8-7 ?-7 11-2 7-3 .- ...11-.•... 41 2 2 A 2 2 in 2 2 11-9 7-9 11-9 5-3 w 6 2 2 A, 2 2 2 2 0 11-9 7-9 4-0 5-3*' 6-6 ,1k 2 2 2 2 2 � 11-9 �0�1k 7-9 �0�1k 4-0 0'" 9 ti 5-30, 6-6 ti 0'11, � - 721 — 11=c o 929 w Ong Door 2 2 2 2 n A1;2 2 2 o- 1 2 rN 8-11 , _4 10-0 9-0 ,`0, , 10-09-1 _1%;V 2 2 2 A -o 2 2 - a-11 MIF `0'1k 9-0 01` ti 10-o 0'11` 9-1 ti ° ti 2 2 2 2 Ow 2 2 11-2 `01� 8-7 2-70 ti 11-2 011` ti 7-3 0' 11 ti 1 2 2 2 22 A2 0 11-2 �oRk 8-7 2-70, ti 11-2 0'11` ti 7-3 0'1!� 11 ti 1 2 2 A 2 2 2 82 11-2 �0 8-7 2-7 I1-2 `0'ik 7-3 �01� 11 1 22 2 2 2 2 11-2 �0#� ::: 8-7 2 �70� 11-2 �0 7-3 \ 2 2 2 2 2 2 11-2 8-7 2-77 11-2 0 7-3 w,11 1 2 2 2ev 2 2 2 11-2 8-7 2-7 it -2 7-3 -11 ti° ] 2 2 2 2 2 2 11-2 OJ , , -0 OJ ItA vw OJ 11-2 ,,OJ 5-7 1OJ, 5-7 1 2 2 A 12,2 2 2 ,, 11-2 OJ -0 OJ 41- J Ii -2 ,, OJ 5-7'*5-74 OJ ] i 22 A 12 2 2 2 OJ ,p, 7-0 OJ - Il -2 ,, OJ 5-7 5-7 OJ 1 J 2 2 A 2 2 22 8-8 10-1 a-10 1-3 ti° 10-1 0)`O -1 ,� 8-0 2 2 2 _ .. 11-8!8s l0-1 a-10 1-3 l0-1 2 21 2 2 I n12 2 8-8 *110-1%02, 1-3 'e, B-10 ,#, 10-1 1-1 8-0 2 2 2 I I f2 2 8-8 0-1 tion 8-10 1-3 mw 110-1 -1 8-0 I I I 2 2 2 2 2 8-g - , 10-1 `O , 8-10 1-3Is , 10-1 , -1 W 8-0 I 2 2 2 12 2 8-8 10-1 �p 8-10 1-3 10-1 -1 8-0 I I my m��D o�-n cz Nz i m o0 n o -i 03 m Ob � p ' � OZZr o0viz ym �0 I ,- On m m = € -••�C N O N m z 71 � I - 2 ^» T T 2 2 n ,1 1 i ro 3-9 , 11-7 2 9412k ;€w + � e' I` n0 OCOI # v o r r I' i 2 2 I ; -9 �OGRk 11-7 2 4° 9-2j�o, 10-7 m m Y, G' I J 2 2 2 i ,� 2 6-1: % to -0 3 -11 , 10-0 I C V 1-0 I -B + •! •`yah .'�.;,°' 7 tSM .,.,,., elk 1 2 rT ti r r R € 2 2 2 2 2 1-2 2 r r 8-0 0 8-10 10-0 8-10 ,, -10 Z p IcaJ. # € !€ 2 I r , -2 a -o 10-0 8-10 ,, _10 1-2 !t E IE E 3 co J. �E 9; 2 J2 2 2 a 2 1_ 2 10 7�0 3 '-2 8-0 �0�1k 8-10 �0�k - 10-0 �0G#� 8-10 �o - -BEAM 2 min � 2 2 2 2 2 1-2 2 ^ Z 7�o+lk t 1 _2 8-0 tion m8-10 moo' i e 10-0 _ 8-10 `oit< C o no o pW Cv�c m 2 Q :-. 000 2 v2 AIAK 2 2 1-2 2 Z�C 7 2 8-0 a-10 10-0 % 9-10 -10 10 Z D O ff{ do �o do 1-2 ti° �° off` $ -n Z W �m A O W i € ru o I 2 w� N i€ 2 2 2 2 2 1-2 2 7 I ; -2 8-0 8-10 - ...: _ - lIl- 8-10 -1 1-2 -BEAM 2 12 2 2 2 2 1-2 1 I -2 8-0 ,�, 8-10 10-0 8-10 -10 1-2 �° $ I E � j 2 It 2 I€ 2 2 2 2 2 1-2 2 8-0 8-1010-0 8-10 -10 IS -2 wZ d 10 i 322 8 0 8501 - 6 3 µ '�` 8 0 428 2 411 _ 10'11` � O'11`ti° 1 29' I i I -BEAM ------------ .....__.. .. ---- __..._ _.. I � 2 ZA 2 O I-11-0, 21-0 , 2 2-1 817 7-1 8-0 3-1 r� -9 I O i; 2 2 0-11 2 2 2 2 2 c � 1 8-0 O 2-� 8�0.........� .... _.._.._ �� -9 r CS +I v. I€ € _ _ I -BEAM c I? " 2 i 2 2 n 2 2 2 7-0 ,�, 11-6 6 ` 11-6 2 ti0 1° 0-6 I : rar ti ti ZX - z mmz0 I 1 I a 0 C/) DC I �0 I $+ w m r --I °DvOm n ym V/T'�'^^- ' O (t® �' 1 N � � I 3... I y L.L.I Aw i 3 I I my m��D o�-n cz Nz i m o0 n o -i 03 m Ob � p ' � OZZr o0viz ym �0 I ,- On m m = € -••�C N O N m z 71 � I - 2 ^» T T 2 2 n ,1 1 i ro 3-9 , 11-7 2 9412k ;€w + � e' I` n0 OCOI # v o r r I' i 2 2 I ; -9 �OGRk 11-7 2 4° 9-2j�o, 10-7 m m Y, G' I J 2 2 2 i ,� 2 6-1: % to -0 3 -11 , 10-0 I C V 1-0 I -B + •! •`yah .'�.;,°' 7 tSM .,.,,., elk 1 2 rT ti r r R € 2 2 2 2 2 1-2 2 r r 8-0 0 8-10 10-0 8-10 ,, -10 Z p IcaJ. # € !€ 2 I r , -2 a -o 10-0 8-10 ,, _10 1-2 !t E IE E 3 co J. �E 9; 2 J2 2 2 a 2 1_ 2 10 7�0 3 '-2 8-0 �0�1k 8-10 �0�k - 10-0 �0G#� 8-10 �o - -BEAM 2 min � 2 2 2 2 2 1-2 2 ^ Z 7�o+lk t 1 _2 8-0 tion m8-10 moo' i e 10-0 _ 8-10 `oit< C o no o pW Cv�c m 2 Q :-. 000 2 v2 AIAK 2 2 1-2 2 Z�C 7 2 8-0 a-10 10-0 % 9-10 -10 10 Z D O ff{ do �o do 1-2 ti° �° off` $ -n Z W �m A O W i € ru o I 2 w� N i€ 2 2 2 2 2 1-2 2 7 I ; -2 8-0 8-10 - ...: _ - lIl- 8-10 -1 1-2 -BEAM 2 12 2 2 2 2 1-2 1 I -2 8-0 ,�, 8-10 10-0 8-10 -10 1-2 �° $ I E � j 2 It 2 I€ 2 2 2 2 2 1-2 2 8-0 8-1010-0 8-10 -10 IS -2 wZ d 10 i 322 8 0 8501 - 6 3 µ '�` 8 0 428 2 411 _ 10'11` � O'11`ti° 1 29' I i I -BEAM ------------ .....__.. .. ---- __..._ _.. I � 2 ZA 2 O I-11-0, 21-0 , 2 2-1 817 7-1 8-0 3-1 r� -9 I O i; 2 2 0-11 2 2 2 2 2 c � 1 8-0 O 2-� 8�0.........� .... _.._.._ �� -9 r CS +I v. I€ € _ _ I -BEAM c I? " 2 i 2 2 n 2 2 2 7-0 ,�, 11-6 6 ` 11-6 2 ti0 1° 0-6 I : rar ti ti ti 1 I $+ °J 0 - j m 01- V= (t® �' O Q € Aw Z I� gy=m n x O� 1� I m i 11N w j €Z # I 2 2 2 10-1 3-9 5-6 `o'tl` i(€ 2 N% I I 2 2 € 0 7- . 2-4 `O'1E` 2 8-0 `° 1-2 k 2 6-10 , �p 2 1 -Il 1 O I OJ _ 2 5 o j _ 9-5 f j _"p 13 6 t y pp - € ? m q 2 2 12 10-1 3-9 5-6 X01` 101` 2 - ti0 2' , 2 2-4 I 2 7- t -.5 -41` , a 2 8- 0 1,0111-2 C 2 6-10 �+ ti° 0 2 °r 2 I -5 ; - ro i { 2 I 9-5 I -BEAM , � � i -lob• 00 mm m� D € @Z 0 -n m C0m=m coz � 'I ��Z� I oO - 0�@2 Dmo� m CO TI = -n € N p N --1 Z I � I i = - O I I € t � � 4 i I I II d II II T --7-7[p --- — r � � -- --- — —T u I � I I II d II II