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HomeMy WebLinkAbout2141 PALOMAR AIRPORT RD; 200; CB081920; Permit- . V BUILDINGPLANS'— r\/ JTCDA . "•, .ATTACHED, City of Carlsbad 1635 Fara1ayAv Carlsbad, CA 92008 11-12-2008 ' Commercial/Industrial Permit Permit Nd: CB081920 V -ç .:• - Building inspection Request Line (760) 602-2725 . . .Job Addreés: , 2141 PALOMAR AIRPORT RD CBAD St: 200 . .. - Permit Type: Ti t . . Sub Type: INDUST Parcel No: 2130701600 Lot#: 0 -' Status: ISSUED Valuation: $125,519.00. Construction Type: 3A -, . 'Applied: 10/09/2008 . Occupancy Group Reference # Entered By LSM Project Title:. BREACH SECURITY- 3,652 SF. TI . f.... . ., .,. Plan Approved: 11/12/2008 * V DEMO PARTION WALLS, ADD NEW PARTIONS,SUSPENDED issued: 11/12/2008 - V Inspect Area Plan Check#: . Applicant: .. . . . . . V 'Owñer:'—._.j . TERRY MONTELLO - . REALTY ASSOCIATES FUND VII L P . •: C/O -TA ASSOCIATES REALTY 4715 60TH ST 1301 DOVE ST #860 . V SAN DIEGO CA 92115 , .' N•EWPORTEACH CA" 92660 619 994 5557 / ..-. V \ •{\J V - Building Permit / /$481 s740:57 Meter Size c'N AddI Building Permit Fee ' $0.00) Add'I Rec[ Water Con. Fee 0 ". $0.00 V Plan Check / . .37''7 Meter Fee . \ -0 $0.00 AddI Plan Check Fee/ / $0.00 SDWA Fee- . - . - $0.00 Plan Check Discount( . . $0.00_L.,CED Payoff Fee \ _, ", $0.00 Strong Motion Fee / / \ . $0.00 V Park Fee . .j 1. . -. . $000 PEF (4305540) J7 $0.00. . i LFM Fee . . ., f . $0.00 License Tax (3104193) mi • . $0.00- Bridge Fee:.. ., I . $0.00 •License Ta (4304193) ,?11 T $0.00 , #2 Fee , jJ '$0.00 ,Traffic Impact Fee (3105541)1 L-1 $0.00 BTD #3 Fee • . $0.00 ' Táffi6ImpactFeI(4305541)J .. $0.00 Renewal Fee ' Ii . $0.00. . FLUMBING TOTAL\\ / f $83.00 AddI Renewal Fee $0.00 ELECTRICAL TOTAL .J / I /' $60.00 Other Building Fee Pot. Water Con. Fee \ \ I . $• 00 Meter Size V / V ' 7 J •. $0.00 AddI Pot. Water Con. Fee .- $0.00 Redév Parking Fee $0.00 1. Red Water Con Fee \\©\ $ coMdionaiFee/ç / $1,424.30 TOTAL PERMIT FEES Co / Total Fees $1,424.30 Total V Paymeiits1ToDate I. $1,424'30 Balance Due $0 00 V , • . V -' • . .: . FINAL APPROVAL.. .. . . V lnpectór: . Date: /t9- CCIearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition' of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must 'follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely.follow that procedure will bar any subsequent legal action to attack, review, set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar applicafion processing or service fees in connection with this project.4NOR DOES IT APPLY to any. - -- . fees/exactions of which you have previously been given a NOTICE similar to this or as to which the statute of limitations has previously otherwise expired V.- • ;, .4 , . 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CON C S3A DON C S3A DON # 0 S3AI I I "2t'G f 0 S3l)lNWdS ]81i )NINOIJJGNO3 IV 3DVld3I4 (is) 54330 (is) S0IiVd (is) 3DVW9 39!) diO'OPId - 39!) 9NILS1XB () £t It S)' r'2''VJ (5)9 vpepyy go pe oenb Opntoui P1110M O NOlLdlH3S3C I I I I' dflO9 330 3d.0 SNOO DWYN SS3NISfl9 INVN3I SWOOWIlVO U SYh00 8U Sit IOU N 3SVHd #1 U V/4Zn E f QQC Jy J03rONd/iqQLO- 7 -w'j z NdY U1INfl/U3VdS/#3i S93OOY BOf 5OJ DO)° e;a uoI;D)qddy UU1d 6U!PIlflØ . o).&47 MsOdea -40 Mid I a-C.P,'LeI onIeA'sI GC to 13& QW 'ON M0943 UNId A0e3peqSIie3MMM 89gs-0909,L :xe4 • 80O6 Y3 peqsie3 "8AY icepeiej 2891 •:. poqspo O 4!3 City of Carlsbad Final Building Inspection Dept: Building Engineering Planning CMWD St Lite Plan Check #: Date: 12/05/2008 Permit #: CB081920 Permit Type: TI Project Name: BREACH SECURITY- 3,652 SF TI Sub Type: INDUST DEMO PARTION WALLS, ADD NEW PARTIONS,SUSPE Address: 2141 PALOMAR AIRPORT RD #200 Lot: 0 Contact Person: BUSTER Phone: 7602711127 Sewer Dist: CA Water Dist: CA Inspected Date By: ( Inspected: /I/Zit1/eV"APProved: t- Disapproved: Inspected ( Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Comments: City of Carlsbad Bldg Inspection Request For: 12/05/2008 Permit# C6081920 Inspector Assignment: RB Title: BREACH SECURITY- 3,652 SF TI Description: DEMO PARTION WALLS, ADD NEW PARTIONS,SUSPENDED CEILING, LIGHT FIXTURES, FU I' AIFII# Type: TI Sub Type: INDUST Job Address: 2141 PALOMAR AIRPORT RD Suite: 200 Lot: 0 Location: OWNER REALTY ASSOCIATES FUND VII L P Owner: REALTY ASSOCIATES FUND VII L P Remarks: Phone: 7602711127 Inspector: Total Time: Requested By: BUSTER Entered By: CHRISTINE CD Description Act Comments 19 Final Structural ,479 t ifT 7t?) 'iYe? (' Z_ 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description Act lnsp Comments 12/01/2008 89 Final Combo PA TP FOR OCCUP ONLY, FINAL PNDING COMP. 11/17/2008 17 Interior Lath/Drywall AP RB 11/13/2008 14 Frame/Steel/BoltinglWelding AP RB 11/13/2008 24 Rough/Topout AP RB 11/13/2008 34 Rough Electric AP RB 11/13/2008 39 Final Electrical AP RB STE 200 M - METER RELEASE 11/13/2008 44 Rough/Ducts/Dampers AP RB EsGil Corporation In Partnership with government for Bui(ding Safety DATE: 10/20/08 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 08-1920 iSN NT REVIEWER FILE SET:I PROJECT ADDRESS: 2141 Palomar Airport Rd Suite 200 PROJECT NAME: Breach Security - TI The plans transmitted herewith have been corrected where necessarand substantially comply with the jurisdiction's building codes. El The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by,building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Eli Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: .Telephonq#: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person LII REMARKS: By: Doug Moody Enclosures: Esgil Corporation El GA El MB [1 EJ El PC 10/13/08 9320 Chesapeake Drive, Suite 208'• San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 08-1920 10//0. [DO NOT PAY - THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 08-1920 PREPARED BY: Doug Moody DATE: 10/20/08 BUILDING ADDRESS: 2141 Palomar Airport Rd Suite 200 BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: lilA BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) TI 3652 34.37 125,519 Air Conditioning Fire Sprinklers TOTAL VALUE 125,519 Jurisdiction Code !cb IBY Ordinance Bldg. Permit Fee by Ordinance-------------•-- $683.61 Plan Check Fee by Ordinance H $444.351 Type of Review: Complete Review F1 Structural Only * LI Repetitive Fee LI Other Hour Hourly Repeats LI Esgil Plan Review Fee $382.82 Comments: Sheet 1 of 1 macvalue.doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER C0081920 DATE 10/9/08 ADDRESS 2141 PALOMAR AIRPORT RD. #G RESIDENTIAL ADDITION- POOL/SPA MINOR (079000.00) ~fENANTIMPROVEMEN* RETAINING WALL COMPLETE OFFICE BUILDING VILLAGE FAIRE OTHER PLANNER GINA RUIZ DATE 10/10/08 DATE--j D11,24 / \ r'our Ii:\AIiM!N\COUNTER/PIANNINC/ENGINEEH]NG APPROVALS Carlsbad Fire Department Plan Review. Requirements Category: TI, INDUST Date of Report: 11-10-2008 Name: TERRY MONTELLO Address: 4715 60TH ST SAN DIEGO CA 92115 Permit #: CB081920 Job Name: BREACH SECURITY- 3,652 SF TI Job Address: 2141 PALOMAR AIRPORT RD CBAD St: 200 BLDG. DEPjcopy Reviewed by: iiQOMPLETliitem.have submitted evi s incomplete. At this ti ,t1aifflce cannot adeqte1yonduct a review to deteirnn compliance with' licle codes and/or standard>-Plase review carefully aliinments attached. Please re it the necessary plans andIot.pecifications, with "clouded" to this office for revIw ci approval. -.. Conditions: Cond: C0N0003136 [MET] Sheet T1.7 : The means of egress, including the exit discharge, shall be illuminated at all times the space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1-foot candle at the walking surface. (Westside) CFC 1006 Illuminated exit signs shall be placed in accordance with CFC 1011. Indicate on reflective ceiling AND electrical sheets. (Office 205) APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 11/10/2008 By: df Action: AP .. /N5 HIK HOROWITZ TAYLOR KUSHKAKI. STRUCTURAL ENGINEERS STRUCTURAL CALCULATIONS PROJECT: MGLI-tL-• Ut'JTS U 9p0(t-1.. DESIGN ASSUMPTIONS: f oc:ESS,o oMRu Wy IOk No.4326 %V¼ Exp. 12i31I 0 J' CONCRETE STRENGTH AT TWENTY EIGHT DAYS: MASONRY: GRADE "N" CONCRETE BLOCK F ' M = MORTAR: TYPE S 1,800 PSI GROUT: 2000 PSI REINFORCING STEEL: A-615 GRADE 40: GRADE 60: STRUCTURAL STEEL: A-36 LUMBER: DOUGLAS FIR-LARCH PSI #4 AND LESS (IJ.O.N.) #5 AND LARGER JOISTS #2 BEAMS AND POSTS #2 STUDS STUD OR BETTER SEISMIC FORCE: - REPORT BY: -- WIND FORCE: DESIGN LOADS: ROOF DEAD LOAD SLOPING FLAT REPORT NO.: SOIL PRESSURE: FLOOR DEAD LOAD WALL DEAD LOAD INT. MA ROOFING FLOORING INTERIOR 10 PSF PLYWOOD .V PLYWOOD EXTERIOR 16 PSF JOISTS JOISTS SUL&CLG. INSUL&CLG. misc. misc. TOTAL - TOTAL ROOF LIVE LOAD FLOOR LIVE LOAD SLOPING INTERIOR . 40 PSF FLAT BALCONY 60 PSF(U.O.N.) EXIT WALKWAY 100 PSF These calculations are limited only to the items included herein, selected by the client and do not imply approval of any other portion of the structure by this office. These calculations are not valid if altered in any way, or not accompanied by a wet stamp and signature of the Engineer of Record. Job No Designed By Date Tog-ssy t1-m- San Diego -14288 Danielson Street, Suite # 200, Poway, CA 92064, 8 -06 - M9'F79-8 Las Vegas .2350 So. Jones #101, Las Vegas, NV 89146, 702.50 801 2PINC4, r7 Deep VERCOR TM 15A6" (33 mm) Deep Deck Galvanized ALLOWABLE UNIFORM LOADS (psf, N/rn2) SPAN (ft-in., mm) 3'-0" 3'-6' 4'-0" 4'-6 5'-0" 5'-6" 6'-0" 6-6" 7'-0' 7-6" 8'-0" 8'-6" 9'-0" 9-6" 10'-0" SPAN GAGE 910 1,070 1,220 1,370 1,520 1,680 1,830 1,980 2,130 2,290 2,440 2,590 2,740 2,900 3,050 264 194 149 117 95 79 66 56 48 42 STRESS 12,640 9,289 7,134 5,602 4,549 3,783 3,160 2,681 2,298 2,011 26 178 112 75 53 38 29 222 17 14 11 L/240 8,523 5,363 3,591 2,538 1,819 1,389 1,053 814 670 527 W 300 270 207 STRESS 24 .14,364 12,928 9,911 164 7,852 132 6,320 109 5,219 92 4,405 78 3,735 68 3,256 59 2,825 52 2,490 238 150 101, 11240 11,396 7,182 4,836 71 3,399 51 2,442 39 1,867 30 1,436 23 1,101 19 910 15 718 13 622 Z - STRESS 300 300 263 14,364 14,364 12,593 207 9,911 168 8,044 139 6,655 117 5,602 99 4,740 86 4,118 75 3,591 .66 58 52 3,160 2,777 2,490 299 188 126 89 65 49 37 29 24 19 16. 13 11 L/240 14,316 9,001 6,033 4,261 3,112 2,346 1,772 1,389 1,149 910 766 622 527 300 300 300 245 199 164 138 118 101 88 78 69 61 55 STRESS 14,364 14,364 14,364 11,731 9,528 7,852 6,607 5,650 4,836 4,213 3,73.5 3,304 2,921 2,633 20 . . 219 147 103 75 56 43 34 27 22 18 15 13 11 .11240 4+4 10,486 7,038 4,932 3,591 2,681, 2,059 1,628 1,293 1,053 862 718 . 622 527 275 202 155 122 99 82 69 59 50 44 39 . 34 31 27 STRESS 13,167 9,672 7,421 5,841 4,740 3,926 3,304 2,825 2,394 2,107 . 1,867. 1,628 1,484 1,293 26 . . .. ... 92 69 53 42 34 27 23 .19 16 13 11240 +4+ +4+ 4+4 4,405 3,304 2,538 2,011 1,628 1,293 1,101 910 766 622 300 274 210 166 134 111 93 80. 69 60 53 47 41 37 34 W # A STRESS 14,364 13,119 10,055 7,948 6,416 5,315 4,453 3,830 3,304 2,873 2,538 2,250 1,963 1,772 1,628 124 . 93.. 72 56 45 37 30 25 21 18 . 15 11240 +44 +4+ +44 4+4 . 4,453 3,447 2,681 2,155 1,772 1,436 1,197 1,005 862 718 300 300 261 206. 167 138 116 99 85 74 65 58 52 46 42 g STRESS 14,364 14,364 12,497 9,863 7,996 6,607 5,554 4,740 4,070 3,543 3,112 2,777 2,490 2,202 2,011 22 156 117 ..,90 71 57 46 .38 32 27 23 19 L/.240 +4+ +4+ 4+4 7,469 . 5,602 ....4309 3,399 2,729 2,202 1,819 1,532 1,293 1,101 910 300 300 300 244 198 163 137 117 101 88 77 68 61 55 49 STRESS 14,364 14,364 14,364 11,683 9,480 7,804 6,560 5,602 4,836 4,213 3,687 3,256 2,921 2,633 2,346 .Lu 181 136 105 82 66 54 44 37 31 26 23 11240 4+4 #4+ +4+ 8,666 6,512 5,027 3,926 3,160 2,586 2,107 1,772 1,484 1,245 1,101 300 252 193 153 124 102 86 73 63 55 48 43 38 34 31 STRESS 14,364 12,066 9,241 7,326 5,937 4,884 4,118 3,495 3,016 2,633 2,298 2,059 1,819 1,628 1,484 211 141 99 72 54 42 33 26 21 18 15 12 11 9 11240 10,103 6,751 4,740 3,447 2,586 2,011 1,580 1,245 1,005 862 718 575 527 431 300 300 263 207 168 139 117 . 99 86 75 66 58 52 47 42 STRESS 14,364 14,364 12,593 9,911 8,044 6,655 5,602 4,740 4,118 3,591 3,160 2,777 2,490 2,250 2,011 283 189 133 97 73 56 44 35 29 24 20 17 14 12 L1240 13,550 9,049 6,368 4,644 3,495 2,681 2,107 1,676 1,149 958 814 670 575 300 300 300 258 209 STRESS 14,364 14,364 14,364 12,353 10,007 173 8,283 145 6,943. 124 5,937 107 5,123 93 4,45 82 3,926 72 3,447 64 3,064 58 2,777 52 2,490 ) 238 167 122 91 70 55 44 36 30 25 21 18 15 L/240 ++ 11,396 7,996 5,841 4,357 3,352 2,633 2,107 1,724 1,436 1,197 1,005 862 718 / 300 300 300 300 247 204 172 146 126 110 97 86 76 68 62 STRESS 14,364 14,364 14,364 14,364 11,826 9,768 8,235 6,991 6,033 5,267 4,644 4,118 3,639 3,256 2,969 20 276 194 142 L/240 #+# 13,215 9,289 6,799 106 5,075 82 3,926 64 3,064 52 2,490 42 2,011 35 1,676 29 1,389 24 1,149 21 1,005 18 862 Reduce values by 6% for Deep VERCOR VENTLOK. 26 gage Deep VERCOR VENTLOK not available. ) I) Catalog VRI VERCO MANUFACTURING CO. 73 - f : - p) : ..... . • . .. ... . . . ... .. . Anchor Calculations Anchor Designer for ACI 318 (Version 3.0) Job Name: Breach Date/Time: 10/7/2008 10:21:30 AM 1) Input calculation Type : Analysis Number of Anchors : 1 Anchor : 3/8" Titen HD Embedment Depth : 2 in c1 : 12 in concrete : Sand lightweight over Metal Deck 3000 psi minimum cracked Concrete : Yes Condition : B supplementary edge reinforcement : No Load factor source : ACI 318 Appendix C Nua : 100 1 b Vuax : 100 1 b Vuay : 0 lb Moderate/high seismic risk or intermediate/high design category No MIN.1W MiL1RTY'. c MAX. 3 SINGLE ANCHOR NS POS1fWE FOR. TMS4ON U NEGATIVE FOR COWRESSON From C-SAS-2008: Anchor Model = THD37 d0 = 0.375 in Category = 1 hef = 1.342 in hm.jn = [see figure for minimum concrete thickness] cmjn = 2.683 in s, = 6.75 in Ductile = No 2) Tension Force on Each Individual Anchor Anchor #1: N 1 = 100 1b eNX = 0 in eNY = 0 in Shear Force on Each Individual Anchor Resultant shear forces in each anchor: Anchor #1: Vuai = 100 ib, (Vuaix = 100 ib, Vuaiy = 0 lb) e'Vx = 0 in e' = 0 in Steel Strength of Anchor in Tension [Sec. D.5.1] Nsa = flAsefuta [Eq. D-31 Number of anchors acting in tension, n = 1 Nsa = 10890 lb (for a single anchor) [C-SAS-2008] = 0.7 [D.4.5] DNsa = 7623.00 lb (for a single anchor) Concrete Breakout Strength of Anchor in Tension [Sec. 0.5.2] This section not applicable. Pullout Strength of Anchor in Tension [Sec. D.5.3] N deck cr = 958 lb [C-SAS-20081 = 0.75 [D.4.4] Npn deck cr = 718.50 lb (for a single anchor) Side Face Blowout Strength of Anchor in Tension [Sec. 0.5.4] This section not applicable. Steel Strength of Anchor in Shear [Sec D.6.1] Vst deck = 2318 lb (for a single anchor) [c-SAS-2008] 4' = 0.65 [D.4.5] 4'Vst deck = 1506.70 lb (for a single anchor) Concrete Breakout Strength of Anchor in Shear [Sec. D.6.2] This section not applicable. Concrete Pryout Strength of Anchor in Shear [Sec. D.6.3] This section not applicable. Check Demand/Capacity Ratios [Sec. D.7] Tension - steel: 0.0131 - Breakout: N/A - Pullout: 0.1392 - Sideface Blowout: N/A shear - steel: 0.0664 - Breakout : N/A - Pryout: N/A v.Max(O.07) <= 0.2 and T.Max(O.14) <= 1.0 [Sec D.7.1] Interaction check: PASS use 3/8" diameter Titen HD anchor(s) with 2 inch embedment 1_____________ 'CERTIFICATE OF COMPLIANCE I (Part 1 of 2) MECHS1CI PROJECT NAME •• Breach Secdiritv DATE 9123/2008 PROJECT ADDRESS 2141 Palomar AirportRd Carlsbad BUUdlng#4 PRINCIPAL DESIGNER - MECHANICAL - Greater San Diego Air Conditioning Co Inc TELEPHONE (619),469-,7818 DOCUMENTATION AUTHOR , . Greater San Diego Air Conditioning Co. Inc ' TELEPHONE (619)469J8. [GENERAL INFORMATION DATE OFPLANS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE 9-1-08 - 228Sq,Ft. 7 BUILDINGTYPE NONRESIDENTIAL EHIGH RISE RESIDENTIAL HOTEUMOTEL GUEST ROOM PHASE OF CONSTRUCTION El NEW CONSTRUCTION ADDITION [?j ALTERATION fJ UNCONDITIONED (File Affidavit) METHOD OFMECHAf4ICAL [ PRESCRIPTIVE PERFORMANCE COMPLIANCE PROOF OF ENVELOPE COMPLIANCE PREVIOUS ENVELOPE PERMT ENVELOPE COMPLIANCE ATTACHED STATEMENT'OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed ,to comply with Title 24; Parts 1 and 6 o the California Code of Regulations. This certificate .applies only to building mechanical requirements. The documentation preparer hereby certifies that the documentation iaccurá and p1 e. DOCUMENTATION AUTHOR SIGNATURE Sc6tt Evans /ild/g The Principal Mechanical Designer hereby certifies that the proposed'bdesign represented in this' set & construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other, calculations subthitted with this permit application. The propoed buildiñgha ben designed to meet the mechanical requirements ontained in the applicable parts ofSections.100, 101, '102,110 throughll5, 120 through 125,142, 144,,a d 145. [I] The plans & spec Wicallons meet the requirements or Part 1 (Sections 10-103a). [] The installation certificates meet the requirements of Part 1 (1O-103a 3) [J The operation & n,alflleflance information meats the requirements of Part 1(10-1 03c) Please check one: (Those seclionsof the Business and Pf6fesslons Code are printed in full In the Nbnresidenti& Manuel) - [] I hthby affirm that I am eligible under the provislor,s of OMsiori 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of Califmia as"a civil engineer., or mechanical engineer orl am a licensed architect I affirm that lam eligible undr the exemption to Division 3 of the Busirressand Professions Code by Section 5537.2 or 6737,3 to sign - this document as the person responsible for its preparitmon and that I a licensed contractor performing this wont [II P aflirm that P am eligible under the eiemTiptian to Division 3 of the Business and Prof ions Cod slgn this document because II pertains to a "and Mructuta'at hjpe of work4escribed pursuant t& Business and Prdfesslons Code see' ne 5 ,)$B 6737.1 ' PRINCIPAL MECHANICAL DESIGNER -NAME - SIGNATURE 4/7, mc IINSTRUCTIONS TO APPLICANT - FAQ MECH-1-C Certificate of Compliance Part 1 2 3 o13 are required on plans for all submittals IN MECH-2C- - AirlWater/Servic&Water PoolsRéquirements. Part-1 of 3, 2 of 3, 3,of 3 are required for all submittals,' but may be on plans. ' . -, S - -. E MECH4-C: MechanicalVentilatlon and Reheat is requiredlor all submittals with mechahicalvéntilation. but maybe on plan. j MECH-4-C HVAC Misc.. Prescnptive Requirements is required for all preccnptive submittals, but may be on plans 0 MECH-5-C: Mechanical Equipment Details are required for all performance subitittaIs. EncrgyPro4.3 byEnergySoft ' User Number: 6272 ' Job Number: ,. Pnge1 of6 4 J CERTIFICATE OF COMPLIANCE (Part2of2) MECH-f-C PROJECT NAME DATE Security 91/23/2008 Designer: This form is to be used by the designer and attached to the pIans. Listed below are 1l the acceptance tests for mechanical systems. The designer Isroquired I deck the boxes by all acceptance tests that apply and list all equipment that requires an acceptance test. If all eqVipment of a certain type requires a test. list equipment desmriprion and the number of systems to be tested in parentheses. The NJ nijrnber desigmates the Section in the Appendix of the Nonresidential ACM Mflual that describes the test. Also Indicate the person responsible for performing the tes,s (i.e. The installing conttactor, design professional or an agen selected by the o%ner). Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appopriataiy. - Building Departments: SYSTEMACCEPTANCE. Before an occupancy perrnii is granted for a newly constructed 'building or sace, ova new, spaceconditlonlng system serving a building ot Sim ce Is operated for normal use, all control devices seMng the building of space sil be certified as meeting the Acceptance Requirements for Code Compliance. In addition a Certificate of Acceptance, MECH-1-A Form shall be submitted to the building depatimnent that certifies pians, specifications, installation mf I ItifI'i I( T-Wa )A Oirt c STATEMENT OF COMPLIANCE .' 1 TMECH-2-A; Ventilation System Acceptance Document -Variable Air Volume Systems Outdoor Air Acceptance -Constant Air Volume Systems Outdoor Air Acceptance -f /4<AEquipment requ'leing acceptance testing Test iquid on aiv Wew sys bOlh New Cc umlioq iicl Rli5J. .:. MECH-3-A: Packaged IlVAC Systems Acceptance Document "Equipment requiring acceptance testing k-( (cth.oll __________ both Nrew Ctnnjit,n mdPafrmL [1 MECH-4-A Air-Side Economker Acceptance Document Equipment requiring acceptance teslidg Tq.f ,,qythth ariaa iV&w ay&o.,n oI ivew Coo&'bci1 ercarmsi. ifts who e o1lzer5 trw are r1arev d a tile Ooovy and mith-W with (he ea1l001060 40 not ,00lm eOLOnlert 1e=nJ7 IUI db fDOutie CO1SI'VCilOI7 mecoj U MEG1-l-5.A; Air Distribution Acceptance Document Equipment requiring acceptance testing This rest requfradfflhe (Mlii nrms AP atrieno arm. ,wi 2.5%or,ptarO of eft daefsa;( r(I OMihWOte or-s l5PaCe4ke 911 iirrtc. I&W.Vy.ftwo th.mv 11tO& the aboe reqWramwim Retiut1 srsre,113 thai 01801 (he 8boe reeL'e.n7onqs atltt eIther enti h.lc's, rWllace hurts or ep1eoo Uaaep El MECK-6-k Demand Control Ventilation Acceptance Document Equipment requiring acceptance testing Alt 'aw Dcv corftOt,nda5edori new a rex(sitop P C8Li $519015 nnkv be restei El MECH-7-A; Supply Fan Variable Flow Control Acceptance Document Equipment equiring acceptance testing Alt nriw VA V fan i,thj,n8 80,t(m15 lsfaL'8rJ on 80w 01 e5t811flg sysfenls nlbsf be 1ssf88 []MC--e-A: -l-Iydronic System Control Acceptan'ce Document -Variable Flow Controls ppties mo Oil SOn 5118 hal ws.ter$yore Ins -Automatic Isolation Controls Aa195rto ngwU7!$ and cililia. and ltw h,fr, rtpsere callr?ei(Od to a co ,itoheader. -Supply Water Temperature Reset Controls Apps to new C &ard flow entoil and hal watersysrann that nate a sn capacily grtVlan or otns( (0 50.QilO fltw?rt. -WaLer-loop' Heat Pump Controls . worrdoop non5(Or1l9 whate (heCedrOpOt11p8ale gig pier pit 5 Pp. -Variable Frequency Controls Appves to altrtaw oislibullo', parrps on oew v51l0tfl9 dw ciWel, 1I,19On) .ltppt fWJT or condenser wp(rsptJl15 aiuwi, Ito pissl smoto,s 810 oreaw 1119115 i. EAulpmep testing -ErtergyPro 4.3 by ErtergySoft User Number: 5272 Job Number. Pa902 of S 2 .0 FA1R SYSTEM REQUIREMENTS ___Part Iof 2 ___MECHj I PROJECT NAME FOATE 9/23/2008- ]SYSTEM FEATURES AIR S -Y$TEM$, Central or Single Zone ITEM OR SYSTEM TAG(S) FC_1/CU_1 Number 'of Systems T-24 V MANDATORY MEASURES Section -- Refrence on Plans or Specification Heating Equipment Efficiency Setback and Sátup Control-_________ Duct Insulation 112(a) 3.20 COP Cooling Equipment Efficiency -112() 10:1EER V V 112(). Heat Pump Thermostat Yes 112c),115(,) Furnace Controls 'rtia 121(b) Natural Ventilation Yes Minimum Ventilation- 34 cfm- -- V VAV Minimum Position Control 121(ç) No V V . 121(c)V Demand Control Ventilation Yes i21(c),122(e e) Ti-me Control ___Programmable Switch No Setback RequFr . V 122(,) Outdoor Damper Control -Auto V 19VL__ Isolation Zones V ni V V. - Pipe Insulation 123 124 ,R-42 PRESCRIPTIVE MEASURES Calculated Heating Capacity x 1.43 2 Proposed Heating Capacity 2 Proposed Sensible Cooling Capacity Fan Control V V Supply Pressure Reset (DDC only) Heating Air Supply Reset V44(j) -2,004 Vbtuh V . 144 b) 55,003btuh 14.4(a&b). Calculated Sensible Cooling Capacity x 1.212 ..119,818btuh. 144(a &b) 102,061btuh - V V 144(c) Constant Volume - V OP Sensor Location 144c) 144(c) j Yes .L44(d) V Simultaneous Heat/Cool No Economizer V144()_____ No Economizer V 144 Q0 . Cbstajp 144(1) Cooling Air Supply Reset _______ Constant Temp Duct Sealing for Prescriptive Compliance3 ,144 (k) No V V V 1: For each cenirat and single zOflO air systems (or group of simIar units) fill In the reference to sheet number eridfor spectiic'atiocl section and partgraph number Where the reciulred loaluros are documented. If a requirement IS not applicable, put 'NJA" in the column. / V - 2 Not required for hydrOnic rreain9 and 000lif., 15.11heir enter a value here or put In reference ot plans and sectflcalOns per toolnole 1. 3: Enter 'fee If System is: Constant Volume, Single Zone; -Servos c 5001) sqti Has 25% duct In.uncondltbrtadspace. Duct sealing is required for Prosotiotivo Compliance, see PERF-1 for performance method autl sealing requirements, S.. - •5 ,. V V •V, - -: VV VV5V V V - '-V ,'-''' S 5 5 - M(S9tbon 144(d)) VENTILATION (Section ~P~RJESCCJRIPTVERHAT !VIECHANICAL 121(b)2) UPA OCCNCY PSJ._ YLM' IMUM ZONESYSTEM g Ch O _D_ 37 E . i! _L _Q_ _iL -. ' _. .JL. iL fit .4v1 I 2onèl 228 0.15 34 34 34 V FC1/CU I Total 34 34 V. C ImInimurnrl1aIlon rate per Section 121,Table1Zl-A . Baae1 on IlCed 99a1 0r Ille reaer oi the epecIed number 04xupao13 and O% orUeC8C oupeitl Ioai for eepuroses tot epaces without rtecl saaon. 14 Flequ'tred Vcnhiliib'OftA7(R€(OVA) is the 1ar90t of the venIiIaaruIe calculated on and AREA or OCCUPANCY thAS1S (ccuinn Oar G).' 9Auslbereeter then or equal to H, or use TrarferA(ceIUrnn 0 to make c,1 the difference. J . k4inhIpmofCoJmns}fJ, K. 4Dr30 cfrn M Thie ej8l be Ieee then or eeuoffeCalurttnLand oreebr that or equal ID the e&Jm o' Cclumfln 144 N N Tr9n5er alt Jst be pro"lded wtiere the Requlrae Ventilation Air çOIurnrc 1)19 greater than the eeIgn MtIrr,um r(coIUirwc N) Where requIred Varltier e ritual be 9real thart or equal W the(IIIferanen between (tie RertuIrel VentiIaom Air loolumm I) W ICe Qeafre Minuctrurt, Air (column H) v01urtv1 - H V. - EnergyPro 4.3 by EnorgySofi - User Number: 6272 Job 'Number. - Pagr4Qf 6 V .IMECHANIcAL SIZING AND FAN POW ER -11, PROJECT NAME - - • .. ... DATE Breath Security. '. SYSTEM NAME - - FLOOR AREA - FC1/CUI ." . • 221 LFAN POWER CONSUMPTION - -A FAN DESCRIPTION S1iDDIv Fan DESIGN BRAKE HP 3.O0O F NUMBER- PEAK WATTS -- VOFFANS BxEx746iCXOil -tO 2,501 -- Total Adjustments' FILTER PRESSURE ADJUSTMENT EQUATION 144-A •., - - - - A) If fiRer prasuro drop is greater than i lnth W:C. enter filter pressure drop. $P on line 4 and Total Fan pressure SPf on Line 5. V ' Calculate Fan Adjustment and enter 08 Line 6. - V Calculate Adjusted Fan Power Index and enter on !'6 7. ' V V 1) TOTAL FAN SYSTEM POWER (Watts, Sum Column F) - 2501 - -.,- S -S -- SUPPLY DESIGN AIRFLOW (CFM) - - - 49000 - - • - iN .3) TOTAL FAN SYSTEM POWER DEX(Row 1IR'o 2)_ V -4)SPa 5)SPf. V V V 6)Fan Adjustment •1SPV1)/SP( 7) ADJUSTED FAN POWER INDEX (Line3x Line 6)' 1. i'OTM. FN SSfSTIM POWER INDFXV AOJUSTJFAPJ POWER1RI3EX muSi not orctodO$ Wkfnr rCcirirrt VIunra systnor 125 Wkftn toiVAV ysteir. ITEM or SYSTEM TAG (S) • V VVV V " ' V S V V V ' ' V V PRESCRIPTIVE MEASURES Electric Resistance Heating Heat Rejection System 2 Air Cooled Chiller Limitation V T-24 - Section. V V VS V S Capacity V V Exception - V Note V V 144 (g) 144'( 1 h 144 ()_ / l. Total inataed acIty(MBjJ1v) ota electric heal on etis pojecteac1usfve oi etecirlc 8uuiLeryheal ortieatuqmps. lfectcic hal is uSed, esisinwttich oxuptIon)i1Socillorg) upply.V 2 Ate eartyiruaI tan coolln towers used en Utis preecl' (Enler Yea or o fi centriftt5al tn coollnq tower are used ereluin wt,1d ecetIen(s) to Secon b44( )a apjrty V 3• TotuinsIe1øii cpjidty(tn) of all walu arLd ;&Frtcd chikrz izner this pelTuiL if there are rncqe lirert lO*ons of eit-oo6'ed chillef capacity.beirtg Inslalled,eeIa!nwttIch eVcepltonfs)4oSeclor 144(i) apoly. V V 4 V [ EnerpyPo 4.3 byEnergySoft V V User NumbcU: 6272 V -. Job Number' . - V Page5of6 V - V V ••V V V V V V V V V V -- 5 V S VS V V VS V•• - S.- S V S V V S V V V SV tV 55 V V - ASVS+ V. - V SZV S_S5 _V '~SVSSVV V 'V 1" ; •S,V V -. V - V• V MECVH4C - I wl31d1 \'4 t 1L --- YX4 Z\c P1 C-) z: C) -Pp - 833 I im—ij ) J ô \\ If\. (flC ' r-i (Th I .1 . -------- --3' -.. - !;o w --i BREACH SECURITY Z CARLSBAD EXECUTIVE PLAZA - r1 tlTi -i-2141 PALOMAR AIRPORT ROAD :SUITB 200 [ CARLSBAD, CA 92011 hl €fl3pany, Inc. S I'? I CC>OIERCIAL I INDUSTRIAL 24 HR SCRVICV I P6.. 4619> 469-7010 / F4, >6>9> 469-7624 0051010 DIJCTWOIC( TO UTICA I - _II I . 41111 ERSISIGT4IIT TO SlF :1- ThEFIGEIL 1 V (s 's RELOCATE CASTRO SOLES vy - .• I TO FIELD vElurE FOR DINED (s, r5------I - NI I 1 OCACENGT-51AT NG io \RaOCATED DIITTNS S-STAT 2(CIPTrIOFFICE Jff- - i- LN 2çp(3Sr') v1" cnr DIISTU4C T-STAT TO RDNJN K_T L N- T LN L N OFFICE OFFICE OFFICE \ OFFiCE OFFICE LIN roi '1 ___ • S I Ij RAC HALLWAY J\1 1 ij OWING iTO BE REIMATED OFFICE i ( OFFICE ' II - THE CARKUIC SEWER ROOI, •n N L1N tx ________ ' - II DDW NIL DUCrIORK. T-STAT MO UNIT SERVING r 11 L RATED STAIR j ---If o ;;j OFFICE - SEE MECH FLR PLAN FOR NEW LOCATION HP JAN. 0 ELECTRICAL i i r H 1,_N 5- > 0 FlOE L' r Di EING OLE HOIST COHITIISOR / i J -------- SET •t.. j-- I . _\ ____________ P [ L if OFf ICE OFFICS OFFICE M 53 rim W011Mr N S II OFFICE lk '- s IL I OE II HALLWAY I 51 a - V CE Lock MTL OFFICE OFFICE OFFICE fps - I fl OFFICE OFFICE II ._UFOCS ELI L LNII LN ELECT FWSD$-.AR A1 r;: •I_ Ago ELECTRICAL I51N.G CA HOUR CERTINIDOR ( _iI I OFFICE OFFICE OFFICE WORAIROJILI 11Th] [111] r— [1113's fl -I YLIWAY N I ,.- c, crir i------. r 12 Ca P- No 7 ['A (21 AL 2,.f)-, -WZ. -PLO. rj be r DESCRIPTION _DATE ' CITY SUBMITTAL - MECH FLR PLAN MECHANICAL FLOOR PLAN 2