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HomeMy WebLinkAbout1545 FARADAY AVE; ; CB980931; Permit05/06/98 14:06 Page 1 of 1 B U I L D I N G P E R M I T Permit No: CB980931 Project No: A9801224 Development No: Job Address: 1545 FARADAY AV Permit Type: INDUSTRIAL TENANT Parcel No: Valuation: 13,000 Suite: IMPROVEMENT Lot#: Occupancy Group: Reference#: Description: EXPAND EXISTING MEZZ. BY 500 : S,F. Appl/Ownr : GROVER, DON 135 LIVERPOOL #C 760 Construction Type: Status: Applied: Apr/Issue: Entered By: 436-4951 VN ISSUED 03/31/98 05/06/98 MDP CARDIFF, CA. 92007 .--·-······ *** Fees Required *** .. /-;r1(;C-Fees--~ollected & Credits *** ---,,,,,/ / /-, ' --------Fees:---------530~J/ <? --r---· -~\ /";,,°'. -~ --------------------- AdjustmE?nts: . /oo /,-;:~<? '<::.::(Jl'oti{f::'..s:redit~iS"l92 05/06/98 0001. ij1) 02 Total Fees: 53'0,00\\..))'_,. Totaf_,J?aefm~ri,~s\ C9flfi'.J1tiio 439u00 / r, · j ,,,.,,,·,:;;,::: B.~+"c\rt'C~~> 1/Y,.E\~ \ 4 3 9 . o o Fee description / ,:~_\,". // ~1J.~/r,: y:Ui·ts '·"\··F(t(y?Yni t Ext fee Data ---------------------~-T~ -->~~-------L<'~~-----------~ _r ___ ~-----------------1 ...... , ( .. .: \. \ \ ....__,,, \ Building Permit / /..r-::...:._·) / s;::-"':;,,,, ,:::::.::·::.::-::::·:·:::::::::::,,-,,-7 \ c._-;-·} \ 140. 00 Plan Check 1 -1 "-:s:· ·, ~,-:c::.':·:;;;:7---~-;;.--;/ '· ,,/ \ 91 00 . I I ~--.._ ~--·· / 1 (/ , • Strong Motion Fee ~ (? . 0 ( . i,\ .. · . ji1'l :::::~}-\ 'l 3. 0 0 Enter "Y" to Autoca. c\L-1:'.okip-se 'l'a~1 _!;,:~ --.:--{ff I ~l. . 237. 00 Y Enter "Y" for Plumb• n,;r Issae~e/ :> ' ff~ ;i, (,~~'-{ f 1 N Enter "Y" for Electsic Iss!'e::··Fe·~ 1/!1. \ flr"l: l il d,'., \ I I 10. 00 y Remodel/Alter Per AMf . ~ * ~A§ r~·tl(r,.' I • 25 / 25. 00 Enter 'Y' for Mechan\Ci,l Iss e F,e~~ \;¥.;1f c:_~y-/ 1 15. 00 Y Install Furn/Ducts/He~t l?umr:,s' Li> 11.11 1/ 9,oo/ 9.00 \ /~) ~-1NCO;l:?fATED / (;::,'"" I ~ ./,,..l -..... ,_. ir _ _.....,,,,/ ,,. (,~\'"' r· < <J I ') ---A-----· . ,·-~ \\ \ \1 -·, ! I r· ,.,,-.., \ ~ \ / " l, ; ( i I \ o J ·\\:~..-/' "--.. '-..'' \ \, •/ "-'(' (_ J \ ;,0 ' /.,, ,...._ .,, / .... ..._,"•"" .,.......~/" -----, ___ ,, .. ., --- CLEARANCE _____ .._ __ _ CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 FOR OFFICE USE ONLY ··PERMIT APPLICATION PLAN CHECK No.18-f 3 I CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 EST. VAL. \J( c)O U Plan Ck. Deposit :f ( • &) Vali-lfa;t,:,rl,.Ry31 f90~~ • Da::•"T'V-:i, r.,., 7~,;;.i,:· X:::,vZ 91 ~{)0 Lot Nj. Suqpjvision Name/Number Unit No. Phase No. Total # of units lo~ JV11}P 1281 S: C'Bf?L513f±D 7f2.J4-.cr €?>5-z:4_ Assessor's Parcel# Existing Use / LI Proposed Use ':2 t "2.. -13>c ..... z.:r C>re:fCE lc0t1-11..c;,i-c0 ~ 57o'2-~ Name l!i~ .... C.Qr,!J.13:~ .. GTO!r: PQMRAr,iYJi~!.\IIJL ..... (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 h~red dolla1r, [$5001). COH-r1'€ ct::J'N)q,fP-.uc::r100 (2,3SI Cc12:1"e D'?LJ!}/£:10 <l4J2.L$ 13».TJ </)., 92..0=? , '3, ( -II 3::J 'Designer Name State License # ~-Z. 2 :=? 14= State/Zip Telephone fl!,· . .1N~J!.l\'.~~.!W~QJ':{l~gN$81;1.Qf\l~.:-: ... __ ::_:··:: ..... :: .... :,.:·::: .. :::· .. :,: ........ ,·:-·, .... :.'· ') .. ·:·: '. ·:-:-:.: :;:·: ,',1""' -, Workers' Compensation Declaration: I hereby affirm under .penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to.seif-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 Labor Code, for the performance of the work for which this permit is issued. My worker's com ens ion insurance carrier and policy number are: • '(p 'f 7 Insurance Company ~r,-L..-d Policy No. J? :2. <j~ f JY UM ,"/-/i j Expiration Date /--'11/ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100) OR LESS) D 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 ($10 ,000), in additio o the cost of compensation, damages as provided for in Section 3706 of the Labor codz:-i~est and attorney's fees. ':;y\SIGNATURE • DATE ,__/ cpryJ--. ;'7':''J~WNER~BUILDtR.DEci:ARA:i:'ioN, ·: ... ..':··::'..;'.,,'.' .::·~·,. .. ..· · I hereby affirm that I am exempt from t 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). 0 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 / 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 / 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 of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/ address / phone number / type of work): _______________________________________________________ _ DATE _________ _ 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? 0 YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D 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. t?:~1.;t;QJ'l~®CT!~rf~,1;1\!PJ~~~-q1:N .. ~X >~ -"~: F ,. ;, >' .. ,.;.. ... . -:·, . .. .;'. ··:. r~ ' .. ;-: :·.', _ I hereby affirm that there is a construction lending agency for tlie performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). I certify that I have read the application and state that the above information is correct and that the info'rmation 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 W'7J ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations ov. 'O" {11! and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by work authorized by such permit is or abandoned at any time after th APPLICANT'S SIGNATURE the provisions of this Code shall expire by limitation and become null and void if the building or days from the date of such permit or if the building or work authorized by such permit is suspended ,,,,,,,...,a,,_riod of 180 days (Section 106.4.4 Uniform Building Code). DATE 3._ '3 f-'7/!) YELLOW: Applicant PINK: Finance PERMIT# CB980931 DESCRIPTION: EXPAND S.F. TYPE: ITI JOB ADDRESS: CITY OF CARLSBAD INSPECTION REQUEST FOR 11/23/98 EXISTING MEZZ. BY 500 STE: INSPECTOR AREA DH PLANCK# CB980931 OCC GRP CONSTR. TYPE VN LOT: APPLICANT: CONTRACTOR: 1545 FARADAY AV GROVER, DON PHONE: 760 436-4951 PHONE: OWNER: REMARKS: C/AL SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS--PERMIT# GR960030 RW970034 RW970048 AS960061 AS980193 CB981130 SE980066 AS980140 TYPE GRADING ROW ROW ASC ASTI CTI swow ASTI PHONE: INSPECTOR STATUS ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED Dfl ------------ CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural Al ______ _ 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ----~--------------------t ------------------ ***** INSPECTION HISTORY ***** DATE DESCRIPTION ACT INSP COMMENTS 110298 Interior Lath/Drywall AP DH 102998 Interior Lath/Drywall CA DH 102898 Rough Electric AP DH CEILING 102798 Frame/Steel/Bolting/Welding AP DH 102798 Rough Electric AP DH WALLS ONLY 101698 Frame/Steel/Bolting/Welding AP DH CARL SCHMIDT REGISlERED SPECIAL INSPECTOR 3880 Adams Street Carlsbad, CA 92008 Phone(619)855-9252 PROJECT: H I J K ADDRESS: 1545 Faraday, Carlsbad PERMIT NUMBER: 98-093 l PlAN FILE NUMBER: N/A SPECIAL INSPECTION REPORT EPOXY DOWEL FILE: R8J09 REPORT DATE: 10/09/98 MATERIAL lYPE, GRADE, SOURCE: A-307 Steel, Simpson Set ICBO 5279 Epoxy, Inspection Date RepQrt 10/09/98 Performed Epoxy Dowel Inspection. Location and extent of work inspected include: -Installing tweniy-six l" threaded rods into concrete wall for new mezzanine ledger on Line 7@ (A-2611 west) per detail l/A-2. -Installing six l" threaded rods into concrete wall on Line A@ (6.3 -7) per detail 3/A-2. -Installing five 3/8" threaded rods into concrete slab on Line 6.3@ (A-26' west) per detail 2/A-2. -Verified holes for proper diameter and depth, inspected all holes for absence of dust, debris and free standing water. WORK INSPEClED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OlHERWISE NOlED Inspection performed by: Carl Schmidt Signature of Special Inspector cc: tit., of Co.risb<J White Contr. File 642 Certification # ... _ ,. EsGil Corporation 'l.n Partnersliip Witli (jovernment for <JJuiUing Safety DATE: 5/ 1/98 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-931 SET:II PROJECT ADDRESS: 1545 Faraday PROJECT NAME: HIJK Storage Loft • The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: D 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: Donald Grover In person recheck Mail Telephone Fax In Person • REMARKS: Please have inspector verify existing stated complying disabled access. Applicant to complete Unreasonable Hardship document if necessary. By: Mike Puckett Esgil Corporation D GA D CM D EJ D PC Enclosures: log trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 ····· _J ,t EsGil Corporation 'l.n Partners/1-ip witli (jovernment for 'BuiUing Safetg DATE: 4/ 14/98 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-931 PROJECT ADDRESS: 1545 Faraday PROJECT NAME: HIJK Storage Loft SET:I D ~NT ~ D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. D 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. D 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: Donald Grover, Architect 135 Liverpool Dr. Ste. C Cardiff, Ca. 92007 • Esgil Corporation staff did not advise the applicant, except by mail, that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person D REMARKS: By: Mike Puckett Enclosures: Esgil Corporation 0 GA 0 CM D EJ 0 PC 4/2/98 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 98-931 4/14/98 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 98-931 OCCUPANCY: B/Sl TYPE OF CONSTRUCTION: VN ALLOWABLE FLOOR AREA: SPRINKLERS?: Yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 3/31/98 DATE INITIAL PLAN REVIEW COMPLETED: 4/ 14/98 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Office/Warehouse ACTUAL AREA: 500sf TI STORIES: HEIGHT: OCCUPANT LOAD: 2 TI DATE PLANS RECEIVED BY ESGIL CORPORATION: 4/2/98 PLAN REVIEWER: Mike Puckett 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. Thjs 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 1994 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, 1994 Uniform Building Gode, 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. LIST NO. 40, TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1994UBC) _ tiforw.dot Carlsbad 98-931 4/14/98 1. 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, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619) 438-1161. 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, (619) 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. . 2. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. Please stamp seal and sign each sheet of the plans. 3. Provide a statement on the Title Sheet of the plans that this project shall comply with the 1993 NEC in addition to those code additions listed on T-1. 4. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 3- D and 3-E. 5. The Engineer's calculations show 18" deep TJI floor joists at 16" o.c. The plans show 20" T JI floor joists at 19.2" o.c. Please have engineer revise the calculations to show what is on the plans or revise the plans to reflect the Engineer's calculations. · 6. At detail 1/A2 please show the length of the embed at concrete panel as per the Engineer's design. 7. Please show the nailing schedule of the floor diaphragm. 8. Please complete and sign the Special Inspection Program document for the Hilti epoxy system shown as per the ICBO Report findings. Carlsbad 98-931 4/14/98 9. Please complete the Unreasonable Hardship document attached to show the required amount of improvements for disabled access and their value. 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. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes 0 No 0 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Mike Puckett at Esgil Corporation. Thank you. Carlsbad 98-931 4/14/98 SPECIAL INSPECTION PROGRAM ADDRESS. OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: _____ OWNER'S NAME: I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (USC) Section 1701.1 for the construction project located at the site listed above. USC Section 106.3.5. Signed _________________ _ I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by USC Section 106.3.5 for the construction project located at the site listed above. Signed _________________ _ 1. List of work requiring special inspection: D Soils Compliance Prior to Foundation Inspection D Structural Concrete Over 2500 PSI D Prestressed Concrete D Structural Masonry D Designer Specified D Field Welding Engineer's/Architect's Seal & Signature Here D High Strength Bolting D Expansion/Epoxy Anchors D Sprayed-On Fireproofing D Other ------- 2. Name{s) of individual{s) or firm(s) responsible for the special inspections listed above: A. B. C. 3. Duties of the special inspectors for the work listed above: A. B. C. Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site. SIP 4997 Carlsbad 98-931 4/14/98 l®iIJ:::,:,::,::::~Lll!IILUIJI~~I APPLICATION FOR UNREASONABLE HARDSHIP EXCEPTION TO· STATE OF CALIFORNIA DISABLED ACCESS REQUIREMENTS (EXISTING BUILDINGS; Section 1134B of Title 24) When existing buildings are remodels and. when the valuation of the modifications is less than approximately 86,000 dollars, the California State Building Code allows relief from some accessibility requirements when the cost of compliance with those regulations is disproportionate. Disproportionate cost is defined as when the cost of all compliance requirements except mandatory measures exceeds 20% of the cost of the project. Where the cost of alterations necessary to fully comply is disproportionate, access shall be provided to the extend that is can without incurring disproportionate costs. In other words, accessible elements must be provided or upgraded to a maximum cost of 20% of the project valuation. Priority for providing access should be given in the following order: A. An accessible entrance, B. An accessible route to the altered area, C. At least one accessible restroom for each sex, D. Accessible telephones, E. Accessible drinking fountains, and F. When possible, additional accessible elements such as parking, storage and alarms. NOTE: SEE CHAPTER 11B, DIVISION IV, CALIFORNIA BUILDING CODE FOR MANDATORY REQUIREMENTS AND THE COMPLETE TEXT OF THE REGULATIONS FOR ACCESS COMPLIANCE IN EXISTING BUILDINGS. ***********ii,:AAAAAAAAAAAAAAAAAAAAAAAAAAA~*************************************************************************** Documentation of Unreasonable Hardship: PLEASE PRINT Project Address: ___________ Plan Check#: ________ _ Proposed Use: ___________ _ Owner: _______________ Telephone: _________ _ Applicant: ___________________ Telephone: ________ _ Signature: ___________________________ _ Please Print Name: -------------------------- 2075 Las Palmas Dr. • Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894 Carlsbad 98-931 4/14/98 WORKSHEET FOR DISPROPORTIONATE COSTS 1. PROJECT VALUATION 2. VALUATION OF OTHER AREAS WITH SAME PATH OF TRAVEL (Total valuation dating back to 1994) 3. TOTAL OF LINE 1 & 2 IF LINE 3 EXCEEDS THRESHOLD AMOUNT ($79,500), FULL COMPLIANCE IS REQUIRED. IF LINE THREE IS LESS THAN THRESHOLD AMOUNT, COMPLETE WORKSHEET BELOW. 4. ESTIMATED COST OF UPGRADING ENTIRE PATH OF TRAVEL 5. PROPORTIONATE COMPLIANCE CQST (Divide line 4 by line 3) 6. ENTER TWENTY PERCENT OF PROJECT VALUATION 7. MINIMUM COMPLIANCE COST OBLIGATION (Lesser of lines 5 & 6) INDICATE BELOW HOW COST OF COMPLIANCE OBLIGATION WILL BE SPENT ITEM ESTIMATED COST SIGNATURE OF APPROVING AUTHORITY: ______________ _ 1. TITLE: ______________ _ PLEASE ATTACH THIS DOCUMENT TO THE APPROVED PLANS FOR THE USE OF THE BUILDING INSPECTOR AND THE CONTRACTOR. THANK YOU .:·.-· .. .. . -.· ::·.·· ICBO Evaluation Service, Inc. 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright© 1995 ICBO Evaluation Service, Inc. Report No. 5193 Issued June 1, 1995 Filing Category: FASTENERS-Concrete and Masonry Anchors (066) HILTI HIT HY-150 AND HIT HY-20 ADHESIVE ANCHOR SYSTEMS HILTI, INC. 5400 SOUTH 122 EAST AVENUE TULSA, OKLAHOMA 74146 I. Subject: Hilti HIT HY-150 and HIT HY-20 Adhesive Anchor Systems. II. Description: A. HIT Adhesive Anchor System: General: The Hilti HIT HY-150 and Hilti HIT HY-20 consist of a two-component resin adhesive in two foil cartridges separating the resin from the hardener. The foil pack- ages are attached to an opening and dispensing manifold. An auger-style nozzle is attached for proper mixing of the adhesive components. The HIT HY-150 is for use with rebar sizes No. 3 through No. 11, threaded rod sizes 3/a-inch through 1-inch diameter or HFA anchors with 3/a-inch through %-inch internal thread diameter for anchoring into normal-weight con- crete, lightweight concrete or grout-filled block. The threaded rods con- form to ASTM A 36, ASTM A 193 Grade 87, ASTM F 593 or Alloy Group 1 Type 304 condition CW. The HFA flush inserts conform to AISI 12L14 material. The HIT HY-20 is used with a galvanized metal screen and all- thread rods of 3/a-inch through %-inch diameter to anchor into clay brick masonry. Steel reinforcement dowels are No. 3 through No. 11 conform- ing to ASTM A 615 Grade 60. B. Installation: The anchor is inserted into a predrilled hole that has been cleaned with a wire brush or water so as to be free of dust, debris and standing water. The hole is drilled to the embedment depth specified in the appropriate tables. For clay brick masonry, the galvanized metal screen tube is completely filled with HIT HY-20 adhesive and inserted into the predrilled hole. The threaded rod is inserted into the adhesive-filled metal screen tube, turning slightly to ensure the complete bonding while pushing the anchor to the bottom of the screen. For concrete, lightweight concrete and grout-filled masonry units, the predrilled hole is filled one- half full with HIT HY-150 adhesive. The threaded rod, reinforcement dowel or HFA flush insert is then inserted into the hole, turning slightly to ensure the complete bonding while pushing the anchor to the bottom of the hole. The anchor should not be disturbed until completely cured. The curing times and respective base material temperatures for the adhesive mix- tures are in Table 4. Dimensional and installation criteria are in Tables 1 and 2. Allowable tension and shear values are in Tables 5 through 10. Allowable load values are influenced by the temperature of material into which anchors are installed. If base material temperatures exceed 70°F., the tensile values in Tables 5 through 10 must be adjusted by the appropri- ate factor taken from Figure 1 and Figure 2. C. Special Inspection: Special inspection in accordance with Section 1701.3 of the code is provided for anchor installations, verifying that anchors are installed in accordance with manufacturer's instructions and this report. The manufacturer's instructions are included in each package. D. Identification: The adhesive material is identified in the field by pack- aging labels indicating the manufacturer's name, evaluation report num- ber, and product name. Ill. Evidence Submitted: Descriptive data and results of tension, shear and creep tests. Findings IV. Findings: That the Hilti HIT HY-150 and HY-20 Adhesive Anchor Systems described In this report comply with the 1994 Uniform Build- Ing Code™, subject to the following conditions: 1. Anchors must be Installed In accordance with this report and the manufacturer's Installation Instructions including the anchor size, embedments, spacings, and edge distances shall conform to respective tables In this report. 2. Allowable shear and tension loads are as set forth in this report. 3. Allowable loads for anchor subjected to combined shear and tension forces are determined by the ratio of the actual shear to the allowable shear, plus the ratio of the actual tension to the allowable tension, not exceeding 1.0 . @.pecial Inspection In accordance with Section 1701.3 of the .code Is provided for all anchor Installations. . 5. Calculations and details showing that the anchors comply with this report must be submitted to the local building official for approval. 6. The HIT adhesive anchor system cannot be used to support fire-resistive construction unless special consideration is given to fire conditions. 7. The _HIT adhesive anchors cannot be used to resist pullout forces In ceiling or wall Installations unless proper-consideration is given to fire conditions. 8. The tabulated allowable load values cannot be increased for short-term loads such as wind or earthquake loads. This report Is subject to re-examination In one year. Evaluation reports of ICBO Evaluation Service, Inc., are issued solely to provide information to Class A members of lCBO, utilizing the code upon which the repor is based. Evaluation reports are not to be cqnstrued as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed th test resulls and/or other data, but does not poss'tss test facilities to make an independent verification. There is no warranty by ICB.O Evaluation Service, Inc., exp res or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limiJed to, merchantabilit; Page1 o Carlsbad 98-931 4/14/98 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 98-931 PREPARED BY: Mike Puckett BUILDING ADDRESS: 1545 Faraday DATE: 4/ 14/98 BUILDING OCCUPANCY: B/Sl TYPE OF CONSTRUCTION: VN BUILDING PORTIO UILDING AREA VALUATION VALUE (ft. 2) MULTIPLIER ($) StoraQe Loft 500 City Value 13,000.00 Air ConditioninQ Fire Sprinklers TOTAL VALUE 13,000.00 • 1994 UBC Building Permit Fee D Bldg. Permit Fee by ordinance: $ 139.82 • 1994 UBC Plan Check Fee D Plan Check Fee by ordinance: $ 90.88 Type of Review: D Complete Review D Structural Only D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: Comments: D Hourly $ 72.71 . Sheet 1 of 1 macvalue.doc 5196 PLANNINO/ENCINEERINC "APPROVALS PERMIT NUMBER =CB __ _.__C/_tl_o_q_~_( --DATE-~-~ /_-_Pi..__ __ ADDRESS _J_r;_<-f_ti_~_-f'r'_Pr_'DA-+-L---------- RESIDENTIAL RESIDENTIAL ADDITION MINOR < < $10,000.00) OTHER TENANT IMPROVEMENT PLAZA .CAMINO REAL CARLSBAD COMPANY STORES VILLACE FAIRE COMPLETE OFFICE BUILDINC ------------------- PLANNER DATE __ o/ __ -_/_~tjg:1 __ _ ENCINEER?72· rYJ ~ oocs/Mlstorms/Planning Engineering Approvals CitY of Carlsbad 98129 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Thursday, April 16, 1998 Reviewed by: b;zb.. A.~i\. Contact Name Donald Grover Address 135 Liverpool Dr Stec City, State Cardiff CA 92007 Bldg. Dept. No. CB980931 Planning No. Job Name HIJK ------------------ Job Address 1545 Faraday ____ ,__ ____________ _ Ste. or Bldg. No. ____ _ ~ Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. D Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st __ _ 2nd __ _ 3rd __ _ Other Agency ID CFDJob# __ 98_1_2_9 __ File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 -' .. HARRY F. FLETTER STRUCTURAL ENGINEER JOB NO~ oO-'J \.~SHT.NO. 910 W. San Marcos Blvd., Ste. 201 ___________ _ BY t.J.~. ~ San Marcos, CA 92069 DATE +LC.. J L0t-,. --------·--\ ~ !.i-G-Lt -'l ,-. ' __ --. Jc>,~"( 4,0 LI c... 'Z. i::; -, 1---{' \ c... 1 ,0 - D1-...: 1, Ci • ,:::';) '!-L-·"'"' "'it.:; _o x.:. 'lo, \ D '' T'..\ I' / Gi o C '2.. I c./' o ( c_ -.... ·~·/ ,. ...• --~.---., ..•. -.... -.... t !-..l ·o=. I J;:, , -~ .. ·-/Z(J;) ~ --- ~I ' • I ' I .. ·~ I ' .. HARRY F. FLETTER STRUCTURAL ENGINEER IJ 1 J \( . JOB NO.9 ~-o 3 \d SHT. NO. 'c -~- 910 W. San Marcos Blvd., Ste. 201 ____________ BY bl . i:.-~ San Marcos, CA 92069 DATE j . ' ..Z.o' ~ ( i I P1;,. 0 :i:......:L. ~ \ f \: -(~--'.-(. ~-\ ~½ ~--· \L,;c; !,{;, t-C-e...c 1...0 '<.. (\o +-~1\ L \b_t-j·:.: \,~G N~w ~ -cvo _w~L..\.,_ -G, K:.l IL.L ~; ;;·5 ~====:========t· --} . -, . . ... ---··. • . -½i-'t '1 I ' 'Lii:) -L \ -~. a:. 7 <-~><)"-4-~ 11 c:2-t!: i . : -lk I \JC 1-, ::.:_, --I r -~ £,.-{ I l '-/ '1...6 -.t ,_, 4i<.l~O<;~R.. ,, ~/4 tJ LL 1 i l~ I\ \--lt\ t C::,O . A-;,, Go. , li ,ct..r!>-.o so · ,--z..C) a 'A.i. ... t.<;)v-) n ==-lL,;,\ o I\ ..L <:. ~10 I 1 "'(, ,lr..?.7 .. :< ,i\ ~ ..,1 . _,.,..,. ~--------:-·-------·----·----.....a ?p C.4 =---~ --6 . . ~ l 6 r,..<:) \ \ \,C) C..{Z.~'-'0 -:.. ?:> ~ 1 :,L.4-:.:.. \ s 4-l.i 11. .J.., ~ ,...,l7 'J...'\~-t:. \02,:::!.' \ S" 4 t, / \ D ct/ l ., () L \ .-, ., ..\--~-70't:. \,We::.) '17 / IG\O c. lt-o ~( !2-'~ __ l,.._,i:?,t.. __ · l ....... 4 x \ L \J~~l-1.... .}.. ~,,:;.. I~:<. 1 .:;~',(,,?.; ;$. "1.,70J.1-;, j ,,, I : '-"' ~ ;pr-.h..'.:l -;;.. c,.O. -,, . /: <:-P --o -· -~ I~ t.) ~ 2., 1. D ..c. .. ~-,-&,· ,, ___ : 1~? · · :;:--( c:, o I · · · \ ~. _;_·(/:'c::.::, , ... ~ .:-. I \ I 1. ~ ;< -.; .. S! / (a ; Z?r I , ~b~ ~' I~<::>\ x..01+/tL 7 ,,_, '6 ;-1~11 ., I • ,._ '- , • IfARRY F. FLETTER STRUCTURAL ENGINEER __,;;;W;::......,:...l -""'-J-"ll,. _______ _ 910 W. San Marcos Blvd., Ste. 201 ___________ _ JOBN09,8o;.., I 4-SHT.NO. ~ --'--- BY /J.1-~, San Marcos, CA 92069 DATE l t-( L 1 ~~ 1~..::, p I \~ A,.U._ ? !'.,..~1::-L-~ \r.;,c; x\.,C) =-\(oSc::> ~~ ~ fclc. -=---~ L) x.·-z.-4 . .>(.:\. \ "· . t cS 7 ~ , c 1 ~ c:::,-0 \ . .:? 4-i::; C;:;, 'v ~ ~4-~.0-(, I ~ . ( 44-*-/1 . • I \.A-. ' . -t-L.:c D --1-1-:---::: · , c x-. 1. 3 s ~ ~ ?) -c;o-!l.. 1' l . . \ (ti 'P.:i e:L ~-c__ .l. __ :::. I '2. '>-:) O i(·!t-$ , ~_; tPC ~-. ,-:;. · \ 1..., ~ 0/ . '-'.'. [ 1 ... I O c-\ •·1 ) 7 .. \')._,;;;::,o· ..__ \ .. I U ~ c. I 11 C? \J t,L i ~ 11_ µ \ l ::;0 1._, -:i_:,c.,,. -t, .l.!'c:.,i:.-A. ('.'.) ~--D (2:a D -4.1/ 6 ' f:::.-\---L I::> E:... 1'::) • s. --f 1\.C:l-1. :£ iZ:. •?..-1::) -f. C. 5 0 ..:;; \ 7 ? If • ~ l\ 0 /C C.o't-'\.,P:::> 1·1..,:)~ (:) , c ~ ~:,'-\ \ t-,.~ <:, ;p~ p })..,.j €. \-\ I~ . --r D f.uL \~.Joo _.,_,.,..~~ ... _.__,,. • ..._...,_,r_. .. ~"" • •