The URL can be used to link to this page

Home My WebLink About2218 FARADAY AVE; ; AS060037; Permit10/27/21, 9:05 AM AS060037 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS060037 Job Address: 2218 FARADAY AV Status: ISSUED Permit Type: SPRINK Applied 3/2/2006 Parcel No: Approved: 3/2/2006 Lot #: 0 Reference No.: Issued: 3/2/2006 PC #: Inspector: Project Title: FARADAY SPECTRUM UNDERGROUND FIRE SPRINKLER PLAN CHECK & INSPECTIONS Applicant: Owner: MANSON ENGINEERING SUITE 200 3322 SWEETWATER SPRINGS BL SPRING VALLEY, CA 619-670-6777 Fees ($) Add'I Fees ($) Total ($) Balance ($) 240 0 240 0 1/1 ASOWC)34 UNDERGROUND FIRE SERVICE For FARADAY SPECTRUM 2218 FARADAY AVE. BUILDING #2 CARLSBAD, CA BUILDING PERMIT # CB051147 Submitted by MANSON ENGINEERING CONSTRUCTION 3322 SWEETWATER SPRINGS BLVD. #200 SPRING VALLEY, CA 91977 619-670-6777 619-670-8777 ATTN: STEVE MANSON •• State Of California CONTRACTORS STATE LICENSE B O A R D ACTIVE LICENSE Cuam*x Affair3 515911 INDIV MANSON ENGINEERING CONSTRUCTION . A °° 08131/2007 ~-1 ..NU! It(/kNtUWLt CITY OF CARLSBAD POST IN CONSPCUOUSPLAc BUS. NUMBER BUSINESS REGISTRATION CERTIFICATE 1220663 The por000. rotor 00 rporoUoo nonwd below Ls gra010d lh0t bu000oo cwifiole orruoflt to th. r000l0000 of too Coy o0eool00 oc000.C*cl0t.roor to cog heroy 00 or 00o0A00f the bsto00te. code. coftoog, jootteo.or eefhbotroo 00 0000pehon oolcoobeoi ror. 1oou000co of tot cootfkofo 0 tot or oocdoote0t 0000 of,Fe0In of corroffonoto eeth ottoet ordoro000, or ewe Ttrk hornS 0 -donrttoret chorcof000 MMtho t- to oig000 to of rchor trcol t.o-000otg bd the DATE ISSUED 08/08/2005 BUSINESS LOCA-ION 3322 SWEETVVATEF'._5PPINGS_,BLVD SIC CODE SIC DESCRIPTION 15 Building Construction-General Building Contrac EXPIRATION DATE 07/3112006 OWNER FIRM OR CORPORATION NAME MANSON, STEVE ..- BUSINESS NAME MANSON ENGINEERING CONSTRUCTION MAILING ADDRESS 3322 SWEETWATER SPRINGS BLVD STE 200 CITY AND STATE SPRING VALLEY, CA 91977-3142 - KEEP FOR YOUR RECORDS BUSINESS TAX RECEIPT BUS. NO. 1220663 DATE ISSUED' 08/08/2005 ST 08.070SUB $60.00 08.070G $80.00 08070G ($80.00) BALANCE $0.00 TAXES PAID IN ACCORDANCE WITH CITY BUSINESS TAX ORDINANCE CITY OF CARLSBAD POLICYHOLDER COPY SD STATE P.O. BOX 420807, SAN FRANCISCO,CA 94142-0807 COMPENSATION INSURANCE 41=UND CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ISSUE DATE: 02-27-2006 GROUP: 000046 POLICY NUMBER: 0011493-2006 CERTIFICATE ID- 75 CERTIFICATE EXPIRES: 02272007 02-27-2006/02-27-2007 CITY OF CARLSBAD SD dOB:FARADAY SPECTRUM 1635 FARADAY AVENUE CARLSBAD CA 92008 This is to certify that we have issued a valid Workers' Compensation insurance policy in a form approved by the California Insurance Commissioner to the employer named below for the policy period indicated. This policy is not subject to cancellation by the Fund except upon 30 days advance written notice to the employer. We will also give you 30 days advance notice should this policy be cancelled prior to its normal expiration. This certificate of insurance is not an insurance policy and does not amend, extend or alter the coverage afforded by the policy listed herein. Notwithstanding any requirement, term or condition of any contract or other document with respect to which this certificate of insurance may be issued or to which it may pertain, the insurance afforded by the policy described herein is subject to all the terms, exclusions, and conditions, of such policy. 4tTHORIZED REPRESENTATI PRESIDENT UNLESS INDICATED OTHERWISE BY ENDORSEMENT, COVERAGE UNDER THIS POLICY EXCLUDES THE FOLLOWING: THOSE NAMED IN THE POLICY DECLARATIONS AS AN INDIVIDUAL EMPLOYER OR A HUSBAND AND WIFE EMPLOYER; EMPLOYEES COVERED ON A COMPREHENSIVE PERSONAL LIABILITY INSURANCE POLICY ALSO AFFORDING CALIFORNIA WORKERS' COMPENSATION BENEFITS; EMPLOYEES EXCLUDED UNDER CALIFORNIA WORKERS' COMPENSATION LAW. EMPLOYER'S LIABILITY LIMIT INCLUDING DEFENSE COSTS: $1,000,000 PER OCCURRENCE. ENDORSEMENT #2065 ENTITLED CERTIFICATE HOLDERS' NOTICE EFFECTIVE 02-27-2003 IS ATTACHED TO AND FORMS A PART OF THIS POLICY. EMPLOYER SON, STEVEN W SD 3322 SWEETWATER SPRINGS BLVD STE 200 SPRING VALLEY CA 91977 M0410 (RE V.2-05) PRINTED : 01-20-2006 02/01/2006 04:04 FAX Lj02 3 Li ri i"J A Fk 'y' I-f 'i' ID 1R iCt Li L_ C U L_ ? r I D NJ E3 CP FZ IFIDY Z3 F11LJr1 EL.,Dt3 2 2218 FARADAY AVE. CAFLSEtAD C ------------------------------------------------------------------------ == CLtiii t -t t - cL E% ' SHASTA-SOUIHNEST 35 North Market Place Suite. B Escondido-Ca 9209-' Desian Specifications Water Supply Information System Demand 0ensty : 0-00 110.00 psi @ 0.00 qprn 745 pi Design Area: 1500.00 100.00 psi @ 15700 gpm 3'+.2 gpm + 250.0 qpm I-Ic r.ti DmcI: '3E? fgFfl I.i -f-t-y -fc tc'v - r=3 ga m I ------------- SHASTA SouTWIMIAT 345 No. Market Pt.. Ste. 3 Endido, CA 92023 (160)480.3210 fte 4.' g(A Below WSJ List of Fitting Ahbvv.atic'n Example: "EETC" ne Std. Elbow, two C.I. TEE and one Check Va Coda:Description CcdeDescriptiOfl CcdeDe5criptic'n Code:Decripti A: Alarm V H: Vic V: B Butt'f1yV I Vic tee F' : CPVC 90 W C Check Va Gol 0 : CF'VC TEE X 0 : DryPipeVa K Wafer chk P TEE ON RUN V Copper Ta E : Std Elbow L L.ongTurnEl S : CPVC 45 ? ; Copper 90 F E1hc's M e I C.I. TEE 6 Gate Va N U CFVC COUP Caics By: SSW Checled 9/11,(15 ( 5er:310351* H1,1perc31c Frogrm byCicley Dgn G,-c'Lp, 2i)-337-':6o I- It fl I I I at u r---• - - p 02/01/2006 04:04 FAX )103- Path Summary Prirtcut fr FARADAY EPECTR(JM E41-DG 2 TREE Job Nc:C626 .'l/c)5 Sv'tm:1 Dring:1 OF 1 t: c. Bii'.- Principal path Feeds Path:2 at P1:402. Path:] at Pt:403, Path:4 at P1:409 Ref (ley. Pressure (psi) K Flow (qps) Velec Dias. Actual Fitting Fitting Iota) Frict.Lss Pt. ft. Pt Pv Po Factor Added Total fps in. Length Summary Length Length per.ft Total Elev. Loss Neat Re Psi (ft.) Press Pt (C'120) COI 13.00 44.90 44.90 -7.0 1.44 1.408 1.00 1 6.62 7.62 0.004 -0.03 -0.43 (-1.00 )44.43 DO l 14.00 44.43 44.43 -7.0 1.21 1.536 18.50 1 10.11 28.61 0.003 -0,00 4445 SO Sot 14.00 44.35 44.35 -7.0 1.21 1.536 10.50 10.50 0.003 -0.03 44.32 SO 502 14.00 44.32 44.32 -7.0 1.21 1.536 10.50 10.50 0.003 -0.03 44.29 SO 303 14.00 44.29 44.29 -7.0 1.21 1.536 10.50 10.50 0.003 -0.03 44.06 SO 304 14.00 44,26 44.26 -7.0 1.21 1.536 10.50 10.50 0,03 -0.03 44.23 SO 305 14.00 44,23 44.23 -7.0 1.21 1.536 39.50 T 10.11 49.61 0.003 -0.14 44.09 80 001 14.00 44.08 44.08 -7.0 1,06 1.639 1.00 1 2.73 9.73 0.002 -0.02 0.43 1 1.00 144,50 40 AOl 13.00 44.50 44.50 -7.0 0.39 2.703 0.75 8.75 0.000 -0.00 44.49 AC 402 13.00 44.49 44.49 -7.1 -14.1 0.70 2.703 10.33 10.33 0.001 -0.00 44.49 403 13.00 44.49 44.49 113.7 99.7 5.56 2.703 11.75 11.75 0.025 0.30 44.18 #04 13.00 44.78 44.78 109.8 209.5 11.60 2.703 11,75 11.75 0.100 1.17 45.96 #05 13.00 45.96 45.96 62.0 271.5 15.14 2.703 12.00 12.00 0.161 1.94 47.90 406 13.00 47.90 47.90 16.8 288.3 16.08 2.703 12.00 12.00 0.180 2116 50.06 407 13.00 50.06 50.06 23.9 310.2 17.41 2.703 12.00 12.00 0.209 2.51 52.57 JA #08 13.00 52.57 52.57 31.0 343.2 19,14 2.703 18.00 a 12.43 30.43 0.249 7.50 0.43 (1.00 )60.59 TOP 12.00 60.58 60.58 343.2 19,14 2.703 11.50 21 12.43 23.93 0.249 5.96 3.91 (9.00 170.45 (C-150) 8OR 3.00 70.45 70.45 343.2 7.78 4.240 40.00 411 01.50 135.50 0.019 2.49 1.30 1 3.00 174.24 (15174.24 74.24 343.2 3.78 6.080 14.00 ST 52.00 66.00 0.003 0.21 74.45 SOP 74,45 :t-pqy k's v-)f 4Ak A( -t I-a I'.Ic. : (3r I C3 L. I r-i Fed by path No.) Ref Elev, Pressure (psi) K Flow lgp.) Veloc fiat. Actual Fitting Fitting Total Frlct.Los5 Elev. loss (teat Re Pt. ft. Pt Pv Pn Factor Added Total fps in. length Suuary Length Length per.ft Total Psi (ft.) Press Pt. C120) CO2 13.00 44.91 44.91 -7.1 1.45 1.400 1.00 1 6.62 7.62 0.005 -0.03 -0.43 (-1.00 )44.44 DO 002 14.00 44.44 44.44 -7.1 1.22 1.536 18.50 1 10.11 28.61 0.003 -0.08 44.35 506 306 14.00 44.35 44.35 -7.1 1.22 1.536 10.50 10.50 0.003 -0.03 44.32 807 907 14.00 44.32 44.32 -7.1 1.22 1.536 10.50 10.50 0.003 -0.03 44.29 SOS $08 14.00 44.2? 44.2 -7.1 1.22 1.536 10.50 10.50 0.003 -0.03 44.26 309 S09 14.00 44.26 44.26 -7.1 1.22 1.536 10.50 10.50 0.003 -0.03 44.23 310 SIO 14.00 44.23 44.23 -7.1 1.22 1.536 39.50 1 10.11 49.61 0.003 -0,15 44.08 802 902 14.00 44.09 44.00 -7.1 1.07 1.639 1.00 1 8.73 9.73 0.002 -0.02 0.43 I 1.00 144.49 #02 402 13.00 44.4? S s1cs L-':SSW Chocked E',-,: Ser:*j1035i* Hyprcaic -roram by Crcu.1ey Dosigi Gr-oup. (213)-3377 4-0 L b0' I Øa 6aLA44 PWK 0 C's .0' 1. - 4-0' '-4 L - *7i ° 01 I 00 oft I-a I' - A j" (ML&- TD 1DP mid cam "Ams""Wo 1 oc E &. b TTht , SERVICE ENTRY No GG#I . SHASTA SOUTH WrT 345 No. Market Escondido, CA 92Q2 L. (76O)48O.21o C'Lwwwt 3 0 [IJ GATE VALVE 1 CHECK VALVE 1 2 CHECK VALVE - . GATE VALVE 2 SECTION IBY PASS METER W/ DOUBLE CHECK VALVE - PUBLIC PRIVATE BY PASS PIPING() (iI) 2 PER PLAN. - -c•;x:: 1 MIN. 4 L.8" MIN.(TYP.) MAX: . LL1- FIN. GR. - •. •. •. - - -• Ii" 5 PLAN. 5 CONSUMERS RESPONSIBILITY THIS DRAWING SHOWS MINIMUM REQUIREMENTS BY CMWD FOR THE DDCV ASSEMBLY. MODIFICATIONS MAY BE REQUIRED FOR FIRE MARSHAL'S APPROVAL EM DESCRIP11ON SPEC./DWG- 1 r APPROVED DOUBLE CHECK VALVE AND DETECTOR ASSEMBLY. 2 FL. 90 BEND OR TEE WiTH HOSE FITTINGS 2A DEPENDING ON THE PIPELINE MATERIAL SHOWN ON PLANS, 90 BEND CAN BE FLXPO OR FLXMI 3 4 INCH THICK CONCRETE PAD (2000 PSI). 4 FL 10 GA CML&C C-150 STEEL SPOOL WITH S.O.WO. FLANGE. 5 THRUST BLOCKING (3250 PSI). 560-C-3250 6 POLYETHYLENE WRAP 7 6" MINIMUM DIAMETER - REDUCE DIAMETER IN RISER, ABOVE FINISH I GRADE WHEN NECESSARY. REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT o7.-. --- 6-04 ABOVE GROUND DOUBLE my ENGtNEER DATE CHECK VALVE DETECTOR ASSEMBLY STANDARD D%. NO. W22 S [IJ 40 30 a) a) a) D C U) - C) cn 20 - 0 0 a) C c 0 cr 10 0 4 6 () 10 12 14 16 NOTES: ipe Diameter in Inches BASED ON 225 PSI TEST PRESSURE AND BEARING VALUES OF DRY SOILS. VALUES FROM CURVES ARE FOR TEES AND DEADENDS, I.E. ; STRAIGHT LINE THRUST. FOR 9OBEND 1.4 V9 FOR 45 BEND: 0.8 VALUE FROM CURVE. FOR 22 1/2 BEND: 0.4 VALUE FROM CURVE. FOR CONDITIONS NOT COVERED BY CURVES SPECIAL THRUST WALLS, THRUST BLOCKS AND ANCHORS MUST BE CALCULATED AND APPROVED. REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT o2... 6-04 THRUST BLOCK BEARING AREAS CITY ENGINER DATE STANDARD M. NO. W19 1 1. "I Ic Ilk c —8 / r4 I l~z \ AIN 1 S FITTING OR COUPLING. CAP;REINFORCING 39" MAX. CD (RIGID PIPE)4. f1TDNCO.D. Eta fE.TTiJ .J NO. 4 BAR (2 [A 1w.) END CAP BLOCK. - 6 1i25 co )11 45%50*,60.' - TEE (TOP VIEW). VERTICAL BEND. 1MIN HORIZONTAL & TEE (SIDE ViEW VERTICAL BEND. 3. CONCRETE SHALL BE 6 SACK, (3250 P.S.i). A MIN. TIME 3 DAY CURING BEFORE NOTES: U. HYDROSTATIC TEST. 1. FITTINGS SHALL BE DUCTILE IRON FOR 4. SEE DWG'S. NO. 17 & 18 FOR REDUCER, D.I.P. & P.V.C.; CAST IRON FOR A.C.P. PLUG, & BUTTERFLY VALVE THRUST (CEMENT LINED SHORT BODY). BLOCKS. 2. FOR A.C. PIPE A MIN. 3'-3 TO A 6'-6n MAX. 5. ENGINEER TO PROVIDE CALCULATIONS FOR LENGTH INTO AND OUT OF ALL FITTINGS.IHRIJST/ANCHOR BLOCK SIZE. ITEM DESCRIPTION SPEC/DWC 1 CONCRETE _THRUST _BLOCK. _(560—C-3250) __ 2 POLYETHYLENE WRAP. __ 3 NO. 4 REINFORCING STEEL __ 4 VALVE BOX ASSEMBLY. __ 5 • - FL X RT OR FL X MJ GATE VALVE.__ APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT ' /2 6-04 [REV. CONCRETE THRUST BLOCKS thy ENNEER DATE STANDARD M. No. W15 FOR NON-RESTRAINED JOINTS H WIDTH AT TOP OF TRENCH NOT LIMITED TOP OF BACKFILL TO BE SAME AS ORIGINAL GROUND AND MATCH ADJACENT UNDISTURBED GROUND ... -. . ;.• \ 1v 0 .. .. ..' -. . .•:. -- .. LLI . 00 .. 10¼ .... -- ... i0 0 -. . ..... S •. - I\ :-• ...... It -... _ ......--. ........... 04 Ld . PIPE - - TOP OF PIPE . WIDTH PIPE SPRINGUNE1 ._.. OZONE 1... D BEDDING __________ ...• '7 112, A PIPE OD~.j A TRENCH WIDTH IN PIPE ZONE LIMITED () BACKFILL TRENCH ZONE WITH NATIVE EARTH BACKFILL OR IMPORTED MATERIAL MARKING TAPE (1) BACKFILL PIPE BASE AND PIPE ZONE WITH IMPORTED SAND HAUNCI-IING A PIPE DIAMETER MIN. MAX. 1" THROUGH 8" 6" 9". 10" THROUGH 16" 8" iT 18" THROUGH 24" 10" 18" 27" THROUGH -1T' 24" NO SCALE 1 BEDDING MATERIAL I SECT 02223 REV. APPROVED DATE CARLSBAD MUNICIPAL WATER DISTRICT : 6-04 TYPICAL TRENCH SECTION DWG. NO. W2