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HomeMy WebLinkAbout2812 CARRILLO WAY; ; CB052467; Permit08--04-2005 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Miscellaneous Permit Permit No: CB052467 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: 2812 CARRILLO WY CBAD MISC 2226621800 $8,000.00 DORMAN RESIDENCE INSTALL ELEVATOR Subtype: OTHER Lot #: 0 Applicant: DORMAN LARRY L&SANDRA L 2812 CARRILLO WAY CARLSBAD CA 92009 Status: PENDING Applied: 07/01/2005 Entered By: MDP Plan Approved: Issued: Inspect Area: Owner: DORMAN LARRY L&SANDRA L 2812 CARRILLO WAY CARLSBAD CA 92009 Miscelaneous Fee #1 Miscelaneous Fee #2 Additional Fees PERMIT FEE ELECTRIC $140.00 $20.00 $0.00 TOTAL PERMIT FEES $160.00 Total Fees:$160.00 Total Payments To Date:$0.00 Balance Due:$160.00 BUILDING PLANS )RAQE 4003 08/04/05 0002 01 02 CGP 160-00 Inspector: FINALAPPROVAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as lees/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 application processing or service fees in connection with this project. NOR 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. PERMIT APPLICATION i , CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 1. PROJECT INFORMATION FOR OFFICE USE ONLY PLAN CHECK NO. EST. VAL. Plan Ck. Deposit Validated By Date 5? OOP Address (include Bldg/Suite #l Business Name (at this address) Legal Description Lot No.Subdivision Name/Number Unit No.Phase No.Total tt of units Assessor's Parcel # /A/ *«/q/( ^^Description of Work Existing Use Proposed Use SQ. FT.#of Stories JL , CONTACT raSSON Of diffe C A ft ft L . fJ from appBcBnt) .ii/ # of Bedrooms # of Bathrooms 7/O Name 7 Address 3. APPLICANT Q Contractor Q Agent f or Contractor City D Agent for Owner State/Zip Telephone #Fax # Name Address City State/Zip -f t I tC++l*k*J Telephone # 7ie>l3o Address City State/Zip Telephone #Name 5. CONTRACTOR - COMPANY NAME (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 civil penalty of not more than five hundred dollars [$500]). Name State License # Address License Class City State/Zip City Business License * Telephone tt Designer Name State License # Address City State/Zip Telephone V Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: l~l 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. l~l I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) f~l 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 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). n 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). C] 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. HvES fJ]NO 2. I (have / 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 / address / phone number / 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 / address / phone number / contractors license number): _^_ 5. I will provide some oftbe w of work):ACCfS S Jyu< le the work indicated (include name / address / phone number / type DATE /PROPERTY OWNER SIGNATU 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? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? f~l YES Q 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 ADDRESS CERTIFICATION LENDER'S NAME 0 Abtn»»* - tatHSm 1 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 City 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 building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the workjs_cormjpnced for a pe«iod/<5f1&p days (Section 106.4.4 Uniform Building Code). / "3-4- £?>*VA*W>^ DATE 111'PLICANT'S SIGNA- WHITE: File YELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection Request For: 09/16/2005 Permit* CB052467 Title: DOR MAN RESIDENCE Description: INSTALL ELEVATOR Subtype: OTHER 2812 CARRILLOWY Lot Type: MISC Job Address: Suite: Location: APPLICANT DORMAN LARRY L&SANDRA L Owner: DORMAN LARRY L&SANDRA L Remarks: ELEVATOR REMODEL Inspector Assignment: PC Phone: 8583540231 Inspector Total Time:Requested By: NA Entered By: CHRISTINE CD Description 19 Final Structural 39 Final Electrical Act„ Comment Associated PCRs/CVs Inspection History Date Description Act Insp Comments 09/01/2005 17 Interior Lath/Drywall AP PC 08/30/2005 14 Frame/Steel/Bolting/Welding AP PC 08/30/2005 34 Rough Electric AP PC EsGil Corporation Q PLAN REVIEWER a FILE In Partnership ndtfi government for "ZuiCding Safety DATE: 7/14/05 a APPLICANT JURISDICTION: Carlsbad PLAN CHECK NO.: 05-2467 SET: I PROJECT ADDRESS: 2812 Carillo Way PROJECT NAME: Private Elevator for Dorman Residence I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I 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. I I 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: Larry Dorman 2812 Carillo Way, Carlsbad, CA 92009 I I Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Larry Qarfflo, DWIVXWX Telephone*: (760)930-1367 Date contacted: V/J^Wby^? Fax #: Mail v/Telephone v Fax In Person D REMARKS: By: Chuck Mendenhall Esgil Corporation D GA D MB D EJ Enclosures: PC 7/5/05 tmsmU.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 4 Fax (858) 560-1576 APPROV MJ6042005 City of CARLSBAD BUILDING DEPT-M EZI / F 'I N U. STRUCTURAL ENGINEERS PROJECTSJructural Calculations for "Larry Dorman" on " HACIENDAS" to be built at Rancho Carrillo, California. PLAN4 '2001 CBC Date: May 20, 2005 Revisions: Client: PACIFIC CREST/BASSENIAA) Client Job No. Shipped:Job No. 2496-22 1800 E. 16th Street, Santa Ana, CA 92701 • (7 • LOAD CCiiunmniuc •L-W/^W WWiibxi i t^ii^s . ROOF: Wd.Shake Slope Live Load Roof g Mt'l Built-Up Sheathing | 1 | 04:12 16.0 psf 4.0 1.5 Roof Rafters 1.5 Ceiling Joist 1.5 Drywall 2.5 Miscellaneous 1.0 Total D.L.12.0 psf Total LOAD 28.0 psf ESI/FM STRUCTURAL Rock | 2 | D3:12 20.0 psf 6.0 1.5 1.5 1.5 2.5 1.0 14.0 psf 34.0 psf Tile I 3 | D4:12 16.0 psf 10.0 1.5 1.5 1.5 2.5 1.0 18.0 psf 34.0 psf E , InC. Sheet 2- ENGINEERS Date S~A* fe>f~ JN. <2*f£ FLOOR : I 4 | | 5 | w/o Cone, w/ Cone. Live Load 40.0 psf 40.0 psf D.L of F.F. 5.0 15.0 Sheathing 1.5 1.5 Floor Joists 3.0 3.0 Drywall 2.5 2.5 Total D.L. 12.0 psf 22.0 psf Total Load 52.0 psf 62.0 psf LOAD CONDITIONS : I 3J | 4j | | STANDARD SPECIFICATIONS FOR STRUCTURAL CALCULATIONS 1. Sketches of details in calculations are not to scale and may not represent true conditions on plans. Architect or designer is responsible for drawing details in plans which represent true framing conditions and scale. Enclosed details are intended to complement standard construction practice to be used by experienced and qualified contractors. 2. The structural calculations included here are for the analysis and design of primary structural system. The attachment of non- structural elements is the responsibility of the architect or designer, unless specifically shown otherwise. 3. The drawings, calculations, specifications and reproductions are instruments of service to be used only for the specific project covered by agreement and cover sheet. Any other use is solely prohibited. 4. All changes made to the subject project shall be submitted to E S I / F M E, Inc. in writing for their review and comment. These calculations are meant to be used by a design professional, omissions are intended. 5. Copyright © -1994 by E S I / F M E, Inc. Structural Engineers. All rights reserved. This material may not be reproduced in whole or part without written permission of E S I / F M E, Inc. PROJECT DESCRIPTION: " HARON POINTE" LARRY DORMAN PLAN-4 PROJECT ENGINEER: CALCS BY: ASSOC. CHECK: BACK CHECK: ROOF TRUSS Rev.: FLR. TRUSS Rev.: P/T FOUND. Rev.: PLAN CHECK: REVISIONS: </A\ SHTS: D.L.F. BEN DATE 05-20-2005 DATE: DATE: DATE: DATE: DATE: DATE: DATE: ~^C Init.: <B>SHTS:DATE: Init, <C>SHTS:DATE: X 'nit.: <D>SHTS:DATE: X "nit.: < E > SHTS:DATE: X Init.: < F > SHTS:DATE:v Init.: ESI/FME, Inc. Structural Engineers (This signature is to be a wet signature not a copy.) APPROVED BY: DATE: 132005 A FAMIL ' > 'i H1 /Tn> (' i s ? 1Hf I <•i ! YJQOK 1Mk v <>4 / KITCHEN X X ^ — . C ;gg§|p JUL 19 2005y i ^ ' / N 4 /»/» i- f 1- ^A.^'« 1.^4V"x PL// /' A^^ /> 0 I '/"" | rman ESI/FME, Inc. STRUCTURAL ENGINEERS iv_u»i i(D Larry Dbrman- Pacific Crest Communities Ranchq_C_arrillo, California PLAN 4 1 FL BM ©FRONT OF ELEVATOR Length = 3 ft. Roof =( 34 psf)( 0 Wall =( 14 psf) ( 2 Floor =( 52 psf) ( +12/2 D. L. of Beam Sheet Date JN. (J er/onU//IU/tr\r \J\J 2496-ZZ w:0 0 0 ) =) =) = 0 plf 28 312 15 w Fb = 2800 psi. M = 399.38 ft-lb = 4.793 in-k S = Moment 1.000 Fb = 1.7 inA3 Fv = 285 psi ; d = 14 in V= w(L/2-d)= 118.3 Ibs. 355 plf Reactions: *R = 533 Ibs <D\ / ^, L2 fc,•^ L1 ^^ ^ i^1 ^ \R1 I A= 1.5 V / 1.000 Fv = Allow defl = L / 240 E= 2 x 10^ psi l=5*w*LA4 / 384*E*d= 2.2 USE FL BM @ LIVING Length = 15.5ft. P1 = 533 Ibs = P2 = 0 Ibs = LP2 w: Roof = ( 34 psf ) ( h Wall =( 14 psf) ( vA Floor =( 52 psf)( D. L. of Beam Fb = 2800 psi. M = 3757 ft-lb= 45.08 S = Moment 1.250 Fb = 0.6 inA2 0.15 in inA4 1.75 x 14 BM-1 0 0 + 1 2 + 0 0 + 0 w in-k 12.9 inA3 Reqd * S = *A = * I = Sec Properties: 2 inA3 1 inA2 2 inA4 Estimated defl = 0.00 M.L ) = ) = )-— = @L1 = 12 @ L2 = 0 34 plf 28 0 15 77 plf Prov-d 57.17 24.50 400.17 in. ft. ft. Reactions: Fv = 285 psi ; d = 14 in. V= R(max)-(w*d)= 919.6 Ibs. A= 1.5 V / 1.250 Fv = 3.9 inA2 Allow defl = L / 240 = 0.78 in E= 2x10**6psi I =5*M*LA2 / 48*E*d= 105 inA4 USE 1.75 x14 *RL= 717 Ibs *RR= 1009 Ibs Req'd Sec. Properties: 13 inA3 4 sq. in. 105 inA4 Estimated defl = 0.20 in. M.L *S = * A = * i — ESI/FME File: 2496-:P1B1 Lev Note: All dimensions are to inside finished walls. The following tables illustrate the three standard car sizes. Custom sizes are available in 2" increments from 36" to 42" width by 48" to 54" depth (12 ft2 minimum, 15 ft2 maximum). Consult Access Industries for hoistway details. Hoistway Construction: Type 1 Cars - Enter/Exit Same Side Center of Door* Depth Width*Width' Depth Center of Door* Car Size Width 36x48 36x60 40x54 50V2"* 50V2"* 54'/2"* Depth 55" 67" 61" Center of Rail 28V2" 327/s" 30'/8" Center of Door 28V2"* 28V2"* 28V<"* 323/4"*t Car Size Width 36x48 36x60 40x54 50V2"* 50V2"* 54V?"* Depth 55" 67" 61" Center of Rail 25V2" 33" 30" Center of Door 28'/2"* 28V2"* 281//* 323/4"*t * Add 3Vz" to hoistway width and center of door for hydraulic drive. t Dimension when car gate is mounted opposite side from what is shown. Hoistway Construction: Type 2 Car - Straight-Thru Center of Door* .1 Car Size Center Center Width Depth of Rail of Door 36x48 36x60 40x54 50V2"* 50V2"* 54V2"* 56" 68" 62" 29V2" 34" 31" 28l/2"* 28'/2"* 28>/4"* 325/<"*t Note: All hoistway sizes shown are fi with standard electromechank interlocks. Hoistway sizes cha when using optional G.A.L. inl locks. For G.A.L. dimensions more detailed information of i hoistway sizes, go to: www.accessind.com/levhoistv\ * Add 3V2" to hoistway width and center of door for hydraulic drive. t Dimension when car gate is mounted opposite side from what is shown. Page 4 EQUIPMENT FOR LEV RESIDENTIAL ELEVATOR This elevator meets the requirements of ASME A17.1 - 2000 Section 5.3 fora residential elevator. General: • Speed: 40 fpm (.20ms) • Minimum pit depth: 6' • Maximum travel: 50' • Maximum number of stops: 5 (minimum 17" travel between stops) Mechanical Equipment: • Modular Dual 6V* Ib. T-rail system • Sling assembly Car and Appointments: • 36'x 48'(12 ft8) x 84'high car size • Melamine wall panels in choice of champagne, fight oak, dark oak or white • White ceiling • Two recessed halogen lights • Wooden handrail to match wall panels • Accordion car gate in choice of champagne, chalk, light oak, dark oak or white • Unfinished plywood floor (with removable insert for V thick finished floor by others) • Telephone Controls: • Programmable Logic Controller (PLC) with digital signal processor • Fully automatic operation • Car operating panel (brushed stainless steel or brass) with LEO floor position/diagnostic display and call acknowledgment • Hall stations (brushed stainless steel or brass) with LED floor position/ diagnostic display and call acknowledgment Automatic car lighting with constant on switch Automatic homing to a designated floor Bi-directional leveling Emergency stop switch Emergency alarm button Hoistway wiring with conduit (hall stations / interlocks) Uninterruptible power supply (UPS) for lowering and automatic gate operation (if supplied) in case of a power failure Safety Devices: • Lockabte auxiliary disconnect for car lighting circuit • Lockable auxiliary disconnect for drive unit circuit • Upper and tower terminal limits • Final limits (2 upper, 1 lower) • Pit switch • Car top stop switch • Battery backup emergency light and alarm • Car gate safety switch • Electromechanical interlocks (for doors by others) Options: • 36" x 60" (15 ft2) or 40* x 54* (15 ft2) car sizes (custom sizes are available in 2" increments from 36' to 42' width by 481 to 54' depth -12 ft2 minimum, 15 ft2 maximum) • Special car size (15 ft2 maximum, 12 ft* minimum) • 88* or 94' inside car heights (requires additional overhead space) • Unfinished wood veneer panels (oak, cherry or birch) • Unfinished inset wood veneer panel walls (oak, cherry or birch) • Factory applied finish to wood veneer panels and handrail • Raised wood panel walls (oak, cherry or birch) with choice of finish. See available finishes af www.dreamelevator.com/minwax • Recessed telephone cabinet (brushed stainless steel or brass, or polished stainless steel or brass) • Matching wood veneer ceiling panel* • Hall stations and car operating panel can be provided in polished stainless steel or brass • Metal handrail' (brushed stainless steel or brass, or polished stainless steel or brass) • Automatic car gate operator with light beam safety curtain • Automatic hoistway door operator • GAL Type 'N' interlocks (requires additional hoistway space) • Buffer springs (requires 12" deep pit minimum) Car Gate Upgrades: • Accordion car gate with 3 dear vision panels • Accordion car gate with all dear vision panels • Deluxe Visifokf accordion car gate • Accordion car gate with solid aluminum panels (clear or brass anodized finish) • Accordion car gate with perforated aluminum panels (dear or brass anodized finish) Control Upgrades: • Key switch controls in car operating panel and/or hall stations 'Not available with melamine wall panels. Counterwelghted chain drive specific features: General: • Rated load: 950 IDS. (430 kg) (750 and 700 Ibs. available) • Minimum overhead clearance 8'-6" Mechanical Equipment: • 230 VAC, 60 Hz, 20 amp single phase power supply with neutral and ground (4 wires) • Two #60 roller chains • Frequency controlled variable speed geared machine with counterweighted chain drive, 2 hp motor Safety Devices: • Slack chain safety device Options: • Remote located electrical controller • Counterweight safety device 2:1 Roped Hydraulic drive specific features: General: • Rated load: 950 IDS. (430 kg) (700 and 750 Ibs. available) • Minimum overhead clearance 8'-0" when controller is installed in remote machine room or 8'-6" when controller is installed in hoistway. Mechanical Equipment: • 230 VAC, 60 Hz, 50 amp single phase power supply with neutral and ground (4 wires) • Two 3/8' diameter 7 x 19 aircraft wire ropes with forged rope sockets • Pump assembly with submersed motor and two speed valve Safety Devices: • Slack rope safety device with manual reset switch • Anti-creep device • Minimum pressure switch • Pump run timer Options: • Tank heater • Two piece hydraulic jack Page? L6V Hoistway Construction Notes Also see Drive Unit Area Construction Details on pages 7 and 8. A load bearing wall is required to sustain rail reactions. See Rail Reactions and Guide Rail Backing Construction below. All points of the pit floor must be a minimum of 6" below the lower landing fjnkhPri flnnr (iy if optional buffer springs are used). Pit floor construction should withstand a 5200 Ib. impact load. Hoistway sizes reflect running and access clearances only. Consult your local authority to assure compliance with state and local codes. Minimum overhead clearance is 8'-6" above the top landing finished floor or 8'-0" for hydraulic drive when controller is installed in the machine room. (Optional 88" car height requires 8'-10", 94" car height requires 9'-4"). Due to limited clearances, it is imperative that the walls are square and plumb throughout the hoistway. The finished hoistway must be within 'A" tolerance from top to bottom. Hoistway door provided by others. We recommend a 3-0" x 6'-8" door. Hoistway is required to be free of all pipes, wiring and obstructions not related to the operation of the elevator. Service access hatch is required in the controller/drive assembly area. Seepage 7 for recommended location. Building structure must provide for a means of a chain hoist for hoisting rail and elevator materials to the top of the hoistway during installation. Guide Rail Backing Construction Details: • Laminate (2) 2xl2's and (2) 2x4's with glue and #8 x 2V4" wood screws (minimum). • Overlap joints of the lumber as necessary for structural rigidity. • Guide rail backing must be tied to a horizontal structural member (header or floor plate) at top, bottom and a maximum of 10' between. 2xl2's 2x4 Space screws 12" vertically and 3" on each side of centerline of 2x12 Wall Board -Shown partially Rail Reactions R1 = 210 LBF. R2 = 543 LBF. Rail reactions do not include safety factors. Applicable safety factors must be considered in hoistway design. Wall attachment pull-out force is 147 LBF. per fastener. Page 6 Typical Counterweight Chain Drive Unit Area Construction Details: Service Access Hatch > -See recommended detail below /2 pole auxiliary disconnect for car light circuit /3 pole auxiliary disconnect Electrical Controller Travel Cable Drive Chain Section thru Top of Hoistway Construction Notes: Plastic coated Light with Guard Light Switch (accessible from Service Access Hatch) 115 VAC G.F.I. Duplex Receptacle (Independent of the elevator circuits) Manual Lowering Wheel Engagement* Dedicated 230 volt, single phase, 20** amp c with neutral and ground (4 wires) from locka disconnect or non-G.F.I. circuit breakerf Dedicated 115 volt, 15 amp circuit for car lightsf Telephone Jackt Hoistway Door Interlock Wiring Raceway t If the elevator controller is installed in a remote machine room, these items are to be provided in the machine room, near the controller. 'Equipment used for counterweighted chain drive only. **50 amp circuit required for hydraulic drive. Minimum overhead clearance for standard car is 8'-6" above the top landing finished floor. Light, light switch, receptacle, incoming electrical circuits and telephone jack to be located within 5lh" of the hoistway door wall to avoid interference with wiring raceway (or may be located in ceiling). 18" x 24" minimum hatch opening above the controller and drive assemblies -This is the recommended location of the access hatch. If sufficient attic space is not available, access through a wall must be provided. Cannot be on the rail wall (contact factory for alternatives). -Construction of access hatch and door is by others. -Door needs to be self closing and lockable. Attic Plan View of Service Access Hatch Page? Lev Note: All dimensions are to inside finished walls. The following tables illustrate the three standard car sizes. Custom sizes are available in 2" increments from 36" to 42" width by 48" to 54" depth (12 ft2 minimum, 15 ft2 maximum). Consult Access Industries for hoistway details. Hoistway Construction: Type 1 Cars - Enter/Exit Same Side Centerof Door1 Width* Depth u_ Center _I of Rail * 36x48 36x60 40x54 50V2"* 55" 28V2" 28'/2"* 50'/2"* 67" 327/8" 28V2"* 54V2"* 61" 30Ve" 28W* 323/V'*t 36x48 36x60 40x54 50V2"* 55" 25V2" 28V2"*"~ 50V211* 67" 33" 28V2n* 54V2H* 61" 30" 281/-."* 323/4"*f Add 3V2" to hoistway width and center f Dimension when car gate is mounted of doorfor hydraulic drive. opposite side from what is shown. Hoistway Construction: Type 2 Car - Straight-Thru Centerof Door* Width 36x48 36x60 40x54 50V2"* 50Va"* 54V2"* 56" 68" 62" 29V2" 34" 31" 28V2"* 28W* 281/-."* 323A"*t Note: All hoistway sizes shown are for use with standard electromechanical interlocks. Hoistway sizes change when using optional G.A.L. inter- locks. For G.A.L. dimensions and more detailed information of all hoistway sizes, go to: www. accessind. com/levhoistway ' Add 3V2" to hoistway width and center of door for hydraulic drive. t Dimension when car gate is mounted opposite side from what is shown. Page 4 tev Hoistway Construction Notes : Also s'ee Drive Unit Area Construction Details on pages 7 and 8. • A load bearing wall is required to sustain rail reactions. See Rail Reactions and Guide Rail Backing Construction below. • All points of the pit floor must be a minimum of 6" below the lower landing finished floor. (12" if optional buffer springs are used). • Pit floor construction should withstand a 3200 Ib. impact load. • Hoistway sizes reflect running and access clearances only. Consult your local authority to assure compliance with state and local codes. • Minimum overhead clearance is 8'-6" above the top landing finished floor or 8'-0" for hydraulic drive when controller is installed in the machine room. (Optional 88" car height requires B'-IO", 94" car height requires 9'-4"). • Due to limited clearances, it is imperative that the walls are square and plumb throughout the hoistway. The finished hoistway must be within V/ tolerance from top to bottom. • Hoistway door provided by others. We recommend a 3-0" x 6'-6" door. • Hoistway is required to be free of all pipes, wiring and obstructions not related to the operation of the elevator. • Service access hatch is required in the controller / drive assembly area. See page 7 for recommended location. • Building structure must provide for a means of a chain hoist for hoisting rail and elevator materials to the top of the hoistway during installation. Guide Rail Backing Construction Details: • Laminate (2) 2xl2's and (2) 2x4's with glue and #8 x 2llf wood screws (minimum). • Overlap joints of the lumber as necessary for structural rigidity. • Guide rail backing must be tied to a horizontal structural member (header or floor plate) at top, bottom and a maximum of 10' between. 2xl2's 2x4 Space screws 12" vertically and 3" on each side of centerline of 2x12 Wall Board -Shown partially Rail Reactions R1 = 210 LBF. R2 = 543 LBF. Rail reactions do not include safety factors. Applicable safety factors must be considered in hoistway design. Wall attachment pull-out force is 147 LBF. per fastener. Page 6 c it. X <f UJtll 07/15/2005 14:05 8167634467 ACCESS IND PAGE 02/02 Intertek ETLSEMKO AUTHORIZATION TO MARK i Miffs shown below to the Product Covered (also to the multiple Ustee model identified on (he correlation page of the Listing Report where applicable) when made in accordance with the Description and under Ihc conditioiB set forth in the Certification Agreement and Listing Report. This document is not vulid until signed and dated. Applicant: Contact: Manufacturer: Contact: ThyssenRrupp Access Corp. 4001 Bast 138* Street Graodview.MO 64030 Name: Mr. Stephen Wbittenburg Same as applicant Name: Phone: 800/925-3100 Phone: Party Authorized To Apply Mark: Same as Manufacture- Report Issuing Office: Arlington Heights, IL 60005- USA Report No.: Product Covered: Descrfptioi Standard($): 0027661A Elevator Control Equipment: Elevator controller, model LEV consisting of Car Operating Panels, assembly numbers from 2102401 through 2102464, Hall Stations, assembly numbers from 2103101 through 2103108, Selector Assembly, assembly number 212501 and Door Operator Assemblies, assembly numbers 2102109 through 2102108. The product covered is an elevator controller intended to be used with an electric motor household elevator. Hie controller is intended to be permanently or pendantry installed in a location accessible to authorize peswnel only, in accordance with all local and national codes. Tlie hydraulic option removes the electric motor and uses a hydraulic unit with cylrner to raise/lower the cab. Standard for Elevator and Escalator Electrical Equipment (ASME-A17.5-1996 and CAN/CSA-B44.1-96) This document is die property of Intertek and is not tnnsierabk. Onh/n^AppUcantniayrqpro4ucen^ docunx^TI»«rtific^on Authorized To Apply Mark. Authorized by: William T. Stair, Certification Manager Control Number Airthp^ fatcrtek Testing Services NA, Inc. 165 Main Street, CorOand, NY 13045 Telephone 800-345-3831 or 607-753^71 1 Fax 607-756-6699 07/1S/2005 14:05 8167634467 ACCESS IND PAGE 01/02 ITS Intertek Testing Services AUTHORIZATION TO MARK Thlt authorizes the noafona* feted «n the cwrciatfoa the aocoinpanTlag dcscriptimw and to apply fc* ETL mark to i diwribgs under the conditions set forth b tbe Ordfiariioci AgrcdKBt ACCESS INDUSTRIES, INC MlEa*tl38ttiStmt tax: Refcfttice Report No-: Product Covered; 816)765-61*1 as Applicant 0030*51002 fodd ESI Elevator Doorfaterkx* IM product COTM^ by tl* import fe a door httertodk for neon mding with a door i SUmd«rd(a)j > and Aa reprearatatfr ttmed oy: Intertek Testing Services. 24 AuttMVfaad by: prodoctti; abo to tte maddple late awdd hi accordance with aerator Door Locking Davfaet nhpraeadjB^^ afl raHaloB^ «tc^ blM PCDIM^ of Intcrtek TftHfaaj Serrica^and h not te-anaftirante. Avenue, CorOand,NY 15043414 USA 1I Carlsbad O5-2467 7/,14/OS PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 05-2467 OCCUPANCY: R3 TYPE OF CONSTRUCTION: VN ALLOWABLE FLOOR AREA: SPRINKLERS?: No REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 7/14/05 JURISDICTION: Carlsbad USE: elev. for residence ACTUAL AREA: No change STORIES: no change HEIGHT: no change OCCUPANT LOAD: NA DATE PLANS RECEIVED BY ESGIL CORPORATION: 7/5/05 PLAN REVIEWER: Chuck Mendenhall FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1997 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e.. plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC)tiforw.dot Carlsbad 05-2467 7/14/O5 • Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92009, (760) 602- 2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. Provide plans that detail the construction of the elevator shaft. The shaft construction must be 1 HR rated construction. 2. Include as part of the plans the foundation support for the elevator guide and support rail. 3. Include with the plans design of the wood column support for the elevator guide rail. Include construction plans for the guide rail post connection at the foundation, floor and ceiling. 4. Provide foundation plans that show the required elevator pit (pit must be a min. of 6" below the existing floor level and 12" if the elevator cab is equipped with buffer springs). 5. Show on the structural plans for the floor framing the size of the 3ft span header beam. The design requires 1-3/4 X14 ML. 6. The design engineer must sign the actual construction plans for the revised floor framing. 7. Note on the plans that all electrical equipment associated with the elevator must be UL listed. END OF REVIEW To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of Carlsbad 05-2467 7/14/05 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Chuck Mendenhall at Esgil Corporation. Thank you. Carlsbad O5-2467 7/14/05 | VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 05-2467 PREPARED BY: Chuck Mendenhall DATE: 7/14/05 BUILDING ADDRESS: 2812 Carillo Way BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VN BUILDING PORTION elevator Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) 15 cb Valuation Multiplier Est By Ordinance Reg. Mod. VALUE ($) 8,000 8,000 Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: D Repetitive Fee Repeats Complete Review D Other r-i Hourly Structural Only Hour* Esgll Plan Review Fee $84.29 $54.79 $47.20 Comments: Sheet 1 of 1 macvalue.doc