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Home My WebLink About2495 FARADAY AVE; ; CB002600; PermitCity of Carlsbad 07/13/2000 Miscellaneous Permit Permit No:CB002600 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: Building Inspection Request Line (760) 602-2725 2495 FARADAY AV CBAD MISC $0.00 FEDERAL EXPRESS Subtype: OTHER Lot#: 0 ADD 4 HEATERS IN VEHICLE MAINT. Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: GRANT GEN. CONTRACTORS INC. ISSUED 07/13/2000 MOP 07/13/2000 07/13/2000 2837 07/1.3./*00 000.1. 01. 02 5051 AVENIDA ENCINAS C-·ffJff 90,.00 CARLSBAD, CA 92008 619-438-7500 Total Fees: $90.00 Miscelaneous Fee #1 Miscelaneous Fee #2 TOTAL PERMIT FEES FINAL APPROVAL Date: /c;'t<f 42> Clearance: 0.00 0.00 0.00 $90.00 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 capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which ou have reviousl been iven a NOTICE similar to this, or as to which the statute of limitations has reviousl otherwise ex ired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 [j PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 1. PROJECT INFORMATION Subdivision Name/Number Assessor's Parcel # Existing Use FOR OFFICE USE ONLY PLAN CHECK NO. 60· 1-f'o & t) EST. VAL. tr:>·~ Plan Ck. Deposit ______ _ Validated By ________ _ Date. __________ _ Unit No. Phase No. Total # of units Proposed Use # of Bedrooms # of Bathrooms Description,of Work . SO. FT. f:t.cl<1 LJ O ~ k--..+ il ~~ l ~ 2. CONTACT PE~SON dfdlffarent from app4Janl) - ( #of Stories U ekK le M" 1 "'-4-t, "°-/A!.~ Name Telephone #f3fwax # ~~ 3. Name City State/Zip Telephone# 4. PROPERTY OWNfR I L. eo~~ ~""'--; \• -~ Name r: ·-·,.fr~_ (o,,.._ 5. CO~R • ~MPANY NAME Address ~C\.~ City State/Zip Telephone# (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civ)' p~nalty of not more than five hundred dollars [$5001). E""(. "i~~ ~v~ ('/A.. q~ '7tl')-l{~f(-7. Name State/Zip Telephone # State License # 7 ~ 22 7 '2 (,f'_) -, License Class c::> -----------City Business License # l{ 3 ce'. -,3 0 0 Designer Name State License # ~ET F'\~-J.r<, Address 74 1 ()_7c..,l)~~~Or Al City gvJ\t:t'C'~ State/Zip«7~5'"elephone7rv-c1s.?o S:(9')90 6. WORKERS' COMPENSATION Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ~ I have and will maintain workers' compensation, as required by Section 3700 of the Ljjior Code, for the performance of the work for which this permit is fs~ed. My worker's compensation insura~ce carrier and policy number are: ~ -..{-'.~ / Insurance Company t=~-o"'---t-Policy No. n·itsCSZ?ol Expiration Date to t / 00 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100) OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE·-------------------------------DATE ________ _ 7. OWNER-BUILDER DECLARATION -- I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. D YES ONO 2. I (have I have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name I address I phone number I contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone number I contractors license number):--------------------------------------------------- 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone number I type of work): ______________________________________________________________ _ PROPERTY OWNER SIGNATURE ______________________ _ DATE ---------- COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 8. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME--------------LENDER'S ADDRESS -----------------------~ 9 . APPLICANT CERTIFICATION I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit\! of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the build~ing O 'cial under t P. ovisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced withi K> jt1!J5 fr t ate of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is co~ed for a p · z>!l'O, s ction 106.,Y Uniform Building Code). APPLICANT'S SIGNATURE :,,/' .......-C " k:!>< - PINK: Finance '!!) DATE 7~~ City of Carlsbad Bldg Inspection Request Permit# CB002600 Title: FEDERAL EXPRESS For: 1-e/2/2000 !6/S/1#~ Inspector Assignment: TP Description: ADD 4 HEATERS IN VEHICLE MAINT. Type:MISC Sub Type: OTHER Job Address: Suite: Location: 2495 FARADAY AV Lot Phone: 7604387500EX 133 0 Inspector:~ APPLICANT GRANT GEN. CONTRACTORS INC. Owner: Remarks: INSPECT 8AM-1PM -RADIANT HEAT Total Time: CD Description 43 AirCond/Furnace Set "/1 Associated PCRs lnsgection Histo!Y Date Description 9/25/2000 35 Fixtures 9/14/2000 44 Rough/Ducts/Dampers 8/10/2000 21 Underground/Under Floor 8/10/2000 23 Gas/Test/Repairs 8/9/2000 24 Rough/Topout 8/8/2000 23 Gas/Test/Repairs 8/8/2000 24 Rough/Topout Requested By: JOHN SANDAHL Entered By: CHRISTINE Act Comments AL~~~~~~~~~ I Act lnsp Comments co TP SEE JOB CARD NR TP ACCESS DOOR LOCKED WC TP AP TP GAS TEST NR TP ND. GAS TEST CA TP PER CONTRACTOR CA TP " • . . ii TO IE] ' cl 10'2 \.,__.,i1 -~·------ MMI Maser Mechanical Inc. HVAC DESIGN/BUILD 147 N. Twin Oaks Valley Rd., #1 San Marcos, CA 92069 760-744-4520 Fax. 760-471-9226 FAX TRANSMITTAL Date: September 26, 2000 Fax No: To: Grant General Contractors, J. V. Attention= John Sandahl From: Bill Nelson ~---~ Referenc~ Message: Heater mounting details as requested. RE:: ~c...-l&W ~J h,o~ R ~(~,~ 1-1 eeJf_+e,__ .s _I,-~--01.<-c.lc,..h~ ~ Cl +\-~l~e~is -C ~l: - ~l- °'' 2-? { oo - JNI HJ3W l:I3SVW 9ZZ6TLt09LT XVd 6t:so 00!9Z/60 ~ ) ./ Po.et-It" F11.x Note 7671 Dal• ,86.,. Ui f"rQrrr Co. f'hoMJt F'tlor,11 If m;ll' FiDi. DX SERIES TUBE HEATER OPERATION~ INSTALLATION, MAJNTENANCE AND PARTS MANUAL -. ® FOR YOUR SAFETY! lF YOU S:MELL OAS; 1. Open windo~. 2. Do not rouch electrical switches. 3_ Extingmsb any open~-- 4. Immcdiatdy call your gas supplier. Do not ~to.re or use pcoline <lt other flam- mable vapors a.ttd liquids in th~ vicinity of this m: imy other appliance.. @oo:t.101:i Form IDX-IOM 101 4M 219.S(M) 9ZZ6TLt09LT XVd 6t:so 00/9Z/60 '" ~9;00 07:36 FA~ 323 728 16JJ H.:\.LDEll-L"\' lNC. L Ea.:::'h heater comes equipped with the necessary hangers (Figure 2--41 for hanging_ 1gure 2-4 . Us,~ of a.umber 1 double-loop chain is rcc- ommMded for he.a.Mt hanging (accessory No. D1H-CS). ~ Figure 2-5. CONTROL,. 7 BOX Figure 2-5 NOTE: If windy conditions exist in the space around tho heater, it I na.y be necessary to rigidly 1DC11mt the heater tc, prevent swaying. It is rcccimmeude.d that threaded rod be used for the two hanging points attheburaercontrol box (see Figure 2-6). The £emainmg han.gi,ng points sho1lld use chains to .i.Uow far heaterexpansion. 3. Moum hangers on approximately 10-ft ceutc:n. Slide tnbes thrcn;i.gh ban.gen with weld seam downward(~ Figur,~ 2-7) and fasten with tube clauws (see Figure 2.--8). Center clamps on ~ns- 8 ;)NI HJ3Ji H:3:SVR Figure 2-6 IMPORTANT: DX 175,000 and 200,000 BTUH models must be installed with a stainless st:Ml tu.be cl.amp at the second joint of th~ ex- changer between the first and second radiant tubes. NOTE: Toe tube clamps provided With the heater a.re pte-assembl«i at the factory. H a. ciamp is disro.antled, it its important tba.t upon teassenibly the spacer is prop~.:dy inserted (see Figure 2-8). The spa.cu' s concave. surface must face the radiant tube. Incot1'8Ct &pacer placement will result in shearing of the bolt when torqued to the recommended specificatioM (50 -70 lb-ft). WELOED SE.AN; l'-ff.TST BE POSmONED DOWNW hRD Figure 2-7 .IMPOR.TANT:DXtnodels30ft.-100MBTU/ H. 40ft... H)OMBW/HLP, 125 MBTITIH. 150 MBTU/H, 175 MBTU/ll., and 200 MBTUlH mnst be inscalled with the 10 foot, tilau.ium- alloy alumlnfa'ed tube dirtctly following the burner box. Titanium tubing may be identified by the identifi~tion sticker found on th.eswaged end of the tubing. A stt\mped "SA-TI" may also be found on this emi 9ZZ6TLt09LT YYd 6t:so 00/9Z/60 ., .. :~i;.JZ F.ti J.23 726 16-U l:LilJ)E~A,'1 INC. [(l]ooe .. 01J I IMPOltTANT, Radisnt tubes with baffics must 5. Install chains ·petpendicul<U' ro the heater. I be installed last (furthest from the burner)_ Sec Figure 2-9. All baffles mu.st be in the vertical 6. Install heater so that it is independently sup- (>Oned and must not rely o-u the gas or electrical line for any of its support. position. 4. Mount hearei,s in confonnance with approval standards refert\nced in the Foreword. 7. Mount heater so that burner sight glass is visible from the floot. to IE] / TIJBECLAMP SWAGEDTUBE~ [ ~IT1w--~----,f. 00 WRONG- Flgute 2-8 J FLAT SURFACE CONCAVED S~ACE BUP.NER CONTROL 'BOX FIRST RADJ.ANT TUBE OR COMBUSTION CHAMBER (SO~ ALUl\U-Tl.) LASTnJlrn Figure 2-9 9 TUBE a.AMF (STAINl...ESS STEEL ON 175/200 MBH MODELS) BAFFLE Sl~~HT /.UOQJ_T TV~ '1:TI ~ on ()1) IC.7 /et.fl . "'. HOFFMAVER STRUCTURAL ENGINEERING ~ ~ CLIENT: GRANT GENERAL CONTRACTORS PROJECT: FEDEX CLO LOCATION: CARLSBAD CA BUILDING CODE: 1997 U.B.C. HSE FILE NO.: 990702 ENGINEER: J.J.H. DATE: JULY 11 2000 ISSUE: ROOF SUPPORT FOR VMA RADIANT HEATER LOADS THESE CALCULATIONS ARE NOT VALID UNLESS SIGNED AND SEALED IN THE SPACE ABOVE. ·~vrr-, f'~\ 1-\ r..... t .. -i • ..1 BV___ -·---- rJLJI-1 3 2000 . ,: C r... r) ] c:· o.. r:~o City 01 l--1l"\LvW• ' BUILDING DEPT. 5617 CALHOUN AVENUE VAN NUYS CA 91401 PHONE (818) 994-3920 FAX (818) 994-3981 hoffmayer@compuserve.com Ab.~f;,1t\ HOFFMAVER STRUCTURAL ENGINEERING Date: Job Number: Job Name: To: Regarding: Dear John, 07/11/2000 990702 FedEx -Carlsbad, CA Grant General Contractors Additional Radiant Heaters -VMA ~ ~ Time: 3:55 PM Attached are calcs and a schematic plan of the proposed installation for (4) radiant heaters. Each heater is reported to be 120 lb and supported by (5) points. Each point will attach to existing 2x6 sub purlins. The attached calc for B1 B shows that the sub purlins can support the additional load. The steel joists were designed to support the tributary load of the roof which includes a miscellaneous mechanical load of 1 psf and an allowance for additional 750 lb point load placed at any panel point. The 32LH09 steel joist that supports% of the load of (3) heaters has the capacity to support 750 lbs in addition to the uniform roof load of 20 psf live and 12 psf dead. See approved plans, sheet S.4. The load from the (3) heaters is 120x3/2 = 180 lbs. The total additional load to the girder will be supported more as a uniform load than point loads, however the sum total is less than the allowable used in the design. Also, the equivalent additional uniform load is approximately 180 lb I (3x11 ') = 5.45 plf dead. The total load to the 60' long joist with the new mechanical is 280 roof+ 21 joist+ 5.5 new mech = 306 plf. Per the Steel Joist Institute Manual, these joists can support a total load of 356 plf. The addition of the new radiant heaters is acceptable for this roof system without the need to retrofit or upgrade any structural members. If there are any further questions, please feel free to call. Sincerely, Encl. 5617 CALHOUN AVENUE VAN NUYS CA 91401 PHONE (818) 994-3920 FAX (818) 994-3981 hoffmayer@compuserve.com (/ 601-011 ~ @ F.O.B. G6x8.2 @ 48" o.c.. 201-011 0 "-I"" _I GOL~ {; '. Rev: 510304 HOFFMAYER Structural Engineering 5617 Calhoun, Van Nuys, CA P(818) 994-3920 F(818) 994-3981 SE 3935 Title: CLO-CITY VAN STATION Job# 990702 Dsgnr: J.H. Date: 3:09PM, 11 JUL 00 Description : CRUMP I FEDEX Scope: TILT-UP User: KW-0602886, Ver 5.1.3, 22-Jun-1999, Win32 (c) 1983-99 ENERCALC Timber Beam & Joist d:\03-enercalc\990702.ecw:Calculations Description SUB-PURLINS -W/ MECH. I Timber Member Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Bl BlA 818 oiE N'ElrJ ~ Timber Section 2x6 4x6 2x6 ""'I l 2.olJ.. MEZ*-1. Beam Width in 1.500 3.500 1.500 Beam Depth in 5.500 5.500 5.500 UJ..I tT.:f. Le: Unbraced Length ft 0.00 0.00 0.00 Timber Grade ouglas Fir · Larch, ouglas Fir · LarchPouglas Fir · Larch, Fb -Basic Allow psi 900.0 900.0 875.0 1. I .j. l -1. I• i-I • t Fv -Basic Allow psi 95.0 95.0 95.0 Elastic Modulus ksi 1,600.0 1,600.0 1,600.0 I I I I : I Load Duration Factor 1.250 1.250 1.250 . )b ~ Member Type Sawn Sawn Sawn :rtLto !.:AP=-0 Repetitive Status Repetitive Repetitive Repetitive I Center Span Data Span ft Dead Load #/ft Live Load #/ft Point#1 DL lbs LL lbs @X ft I Results Ratio= Mmax @ Center in-k @X= ft fb: Actual psi Fb : Allowable psi fv: Actual. psi Fv : Allowable psi I Reactions @Left End DL lbs LL lbs Max. DL+LL lbs @ Right End DL lbs LL lbs Max.DL+LL lbs I Deflections Center DL Def! in UDefl Ratio Center LL Def! in UDefl Ratio Center Total Def! in Location ft UDefl Ratio 10.50 21.60 40.00 0.8009 10.19 5.25 1,347.1 1,681.9 Bending OK 54.1 118.8 Shear OK 113.40 210.00 323.40 113.40 210.00 323.40 Ratio OK -0.178 709.8 -0.329 383.3 -0.506 5.250 248.9 14.00 10.00 21.60 22.00 40.00 40.00 30.00 5.000 0.6102 0.8249 18.11 10.20 7.00 5.00 1,026.3 1,348.8 1,681.9 1,635.2 Bending OK Bending OK -.;-- 31.4 54.1 118.8 118.8 Shear OK Shear OK ~ 151.20 125.00 280.00 200.00 431.20 325.00 151.20 125.00 280.00 200.00 431.20 325.00 Deflection OK Deflection OK -0.240 -0.181 698.7 662.2 -0.445 -0.270 377.3 443.7 -0.686 -0.452 7.000 5.000 245.0 265.7 ~ J '°I, °3c:;,-& H'E:l-A-t Ls:;;l,.P J2.o lh, ~ 5 .5~r~ :;;I I I I I