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1921 PALOMAR OAKS WAY; 205; CB022320; Permit
City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 09-17-2002 Commercial/Industrial Permit Permit No: CB022320 Building Inspection Request Line (760) 602-2725 Job Address: 1921 PALOMAR OAKS WY CBAD St: 205 Permit Type: TI Sub Type: COMM Parcel No: 2120911800 Lot #: 0 Status: ISSUED Valuation: $63,000.00 Construction Type: NEW Applied: 08/08/2002 Occupancy Group: Reference #: Entered By: CB Project Title: PRINTISS PROPERTIES! 2100 SF Plan Approved: 08/26/2002 OFFICE TO OFFICE TI ins Issu !435 oYIW °oo2 01 02 Applicant: Owner: COP RICK LIEN PRENTISS PROPERTIES ACQUISITION PARTNERS L P P 0 BOX 930 C/O LYNN MINNICI POWAY CA 3890 W NORTHWEST HWY #400 92074 DALLAS TX 75220 619-339-7425 Total Fees: $739.01 Total Payments To Date: $262.67 Balance Due: $476.34 Building Permit $404.11 Meter Size Addl Building Permit Fee $0.00 AddI Red. Water Con. Fee $0.00 Plan Check $262.67 Meter Fee $0.00 AddI Plan Check Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $13.23 PFF $0.00 Park Fee $0.00 PFF (CFD Fund) $0.00 LFM Fee $0.00 License Tax $0.00 Bridge Fee $0.00 License Tax (CFD Fund) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee $0.00 BTD #3 Fee $0.00 Traffic Impact (CFD Fund) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $0.00 Addi Renewal Fee $0.00 ELECTRICAL TOTAL $35.00 Other Building Fee $0.00 MECHANICAL TOTAL $24.00 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $0.00 Addi Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 TOTAL PERMIT FEES $739.01 FINALVATPTIPVAL Inspector: 3Aabs Da e: Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of tees, 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. It 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 tees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have oreviously been given p NOTICE similar to this, or as to which the statute of limitations has previously otherwise exorred 476.34 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 77 -. ILI i9LO?/ S £1-V L2D5 FOR OFFICE USE ONLY PLAN CHECK NOZf 2- '2O EST. VAL. 3&06 -- Plan Ck. Deposit t97 Validated By t2 Date f1{22.. (include Bldg/Suite #) Business Name (at this 341.9 9/R/7 1U1 Legal Description i Lot No. Subdivision Name/Number Unit No. Phase Not-,. Total # of units.. .. I 7-0°rJ ii / 1& • o. Assessor's Parcel # / Existing Use Proposed Use xJt/T lap 2100 Descriptithi of Work SQ. FT. #of Stories # of Bedrooms # of Bathrooms oNflrctm appIitat) Address State/Zp Telephone # Fax # Contrôtór- DeDii -- Name Address - - City StateIip ',Jephone # - - L 1A i4.s' i! Name Address City State/Zip Telephone # 5OtBC1OROMPANY, NAME - - 77 (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 ($5001). Name ddress City ' State State License ii 7_ License Class City Business License # Designer Name Address City State/Zip Telephone State License # -- 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 self-insure for workers' compensation as provided by Section 3700 of the Labor Coda, for the performance of the work for which this permit is issued. .9'1 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 61"/3.TE_ &14 Policy No. '2"& 2_ Expiration Date 01_4- 03 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS (81001 OR LESS) 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 worker ' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollar 00 0 a n to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE * I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 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). 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). I am exempt under Section _______________ Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES []NO I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 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): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address I phone number / type of work): PROPERTY OWNER SIGNATURE DATE OMPLE1EJ1IIS SEfffONFORNON-RESiö?Fift4L BUItbJ PERMiWONLY ' 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 0 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 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school Site? 0 YES 0 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. Yk11OLLENDINGAGENCYI - - - I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(1) Civil Code). LENDER'S NAME LENDER'S ADDRESS_______________________________________________________ IPUffñTIFICA1ION &w -- - - — 1 - 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 Cite' 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 arhvoid if the building or work authorized by such permit is not comrwnced within 180 days from the date of such permit or if the building or work authorized by suc) perrit is suspended or abandoned at any time after the work is corn d for penod 8 days (Section 1064.4 Uniform Building Code) APPLICANT'S SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance Inspection List Permit#: CB022320 Type: TI COMM PRINTISS PROPERTIES! 2100 SF OFFICE TO OFFICE TI Date Inspection Item Inspector Act Comments 03/05/2003 89 Final Combo TP AP CONTRACTOR BROUGHT IN SIGNED OFF RECORD CARD 11/01/2002 19 Final Structural TP CO 10/08/2002 14 Frame/Steel/Bolting/Weldin TP AP 10/08/2002 14 Frame/SteevBolting/Weldin TP NR 10/08/2002 34 Rough Electric TP AP 10/08/2002 34 Rough Electric TP NR 10/08/2002 44 Rough/Ducts/Dampers TP AP 10/08/2002 44 Rough/Ducts/Dampers TP NA 10/01/2002 24 Rough/Topout TP AP 09/30/2002 14 Frame/SteeVBolting/Weldin TP AP 09/30/2002 24 Rough/Topout TP PA 09/30/2002 34 Rough Electric TP AP 09/30/2002 44 Rough/Ducts/Dampers TP CO T-CEIL PATCH RE-LOC DUCTS, NEW HP PLUMB TIE IN. WALLS NEED P.O.C. FOR VENT & WASTE EXPOSED WALLS ND HP SUPPORT/ATCHMENT TO DECK DTL Thursday, March 06, 2003 Page 1 of 1 Guy of Carlsbad 1635 Faraday Avenue, Carlebad CIifomIa 92000 INSPECTION RECORD INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB CALL PRIOR TO 2:00 P.M. FOR NEXT BUILDING CB022320 1921 PALOMAR OAKS WY CBAD St 200 PRINI1SS PROPERTIES! 101) SF JOB ADDRESS:OFFICE TO OFFICE Ti I— - LOT NO./SIJITE:._____________ OWNERS NAME - TI COMM _________________________________ 3IOCCUPANCY Lcft RICK LIEN CONST. DATE .... ... V CONTRACTOR £Penven veh reivr. Type of Inepectioc, -. -. Dale IInspector Notes BUILDING FOUNDATION REINFORCED STEEL MASONRY - 0 GROUT 0 WALL DRAINS TILT PANELS POUR STRIPS COLUMN FOOTINGS SLIOFRAME CIfLOOR 0 CEiLING ROOF SHEATHING V V V V V EXT. SHEAR PANELS V FRAME IN5ULATION E,CrERIOR LATH VV V INTERIOR LATH & DRYWALL FINAL V PWM1NG O SEWER AND 8L/CO 0 P1/CO Aldlo o.4' D#v1 /MALA..tI' UNDERGROUND 0 WASTE 0 WATER V V TOPOUT CI WASTE U WATER TUB AND SHOWER PAN V O GAS TEST CI GAS PIPING D WATER HEATER O SOLAR WATER FINAL V V LVIVECTRIC4VL O ELECTRIC UNDERGROUND 0 UFER V - ROUGH ELECTRIC WALLS ROUGH ELECTRIC CEILING 0 ELECTRIC SERVICE CI TEMPORARY OBONDING 13 POOL FINAL MECIMNCAL UNDERGROUND DUCTS & PIPING O DUCT& PLEM.o REF PIPING '.ui.i*Tes N1' HEAT .AIR COND. SYSTEMS. VENTILAtING SYSTEMS FINAL V FINAL Sign When Appropthtv I -_ - Building Dcpt. (Inspections) (760) 602-2725 Fire Deparuraeni (760) 602-4660 Planning Department (760) 013470i I V Cngineenng Dept. (Inspection!), (760) 43$•39 &vUding Inspectors (7am-4pm) (760) 602-2700 CMWD (760) 4384722 Erd 7151 1EV 5/2000 V SEE BACK FOR SPECIAL NOTES ETGTFCorporation In Partnership with Government for Building Safety DATE: 8/21/02 DAPJ.!CANT JURISDICTION: City of Carlsbad O PLAN REVIEWER 0 FILE PLAN CHECK NO.: 02-2320 SET:I PROJECT ADDRESS: 1921 Palomar Oaks Way Suite 205 PROJECT NAME: Accountants on Call - TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. liii 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. 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 LI REMARKS: By: Doug Moody Enclosures: Esgil Corporation D GA D MB D EJ 0 PC 8/12/02 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 02-2320 8/21/02 VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 02-2320 PREPARED BY: Doug Moody DATE: 8/21/02 BUILDING ADDRESS: 1921 Palomar Oaks Way Suite 205 BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: JuN BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) TI 2100 City Valuation 63,000 Air Conditioning Fire Sprinklers TOTAL VALUE 63,000 Jurisdiction Code 1cb I By Ordinance $395.11 1994 UBC Building Permit Fee I 1994 UBC Plan Check Fee [1 $256.821 Type of Review: E1 Complete Review Structural Only E Other Repetitive Fee Repeats Hourly I I Hour * Esgil Plan Review Fee I $221.261 Comments: Sheet 1 of 1 macvalue.doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB L--,Q. 3L DATE 7 114D. ) ADDRESS 11-:0 .s w-c 4 RESIDENTIAL RESIDENTIAL ADDITION MINOR (<$10,000.00) PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER DATE -8 f.A&I 6. ENGINEERC9e DATE Oocs/MlsformslPlanning Engineering Approvals Carlsbad Fire Department 022320 1635 Faraday Ave. Fire Prevention Carlsbad, CA 92008 (760) 602-4660 Plan Review Requirements Category.- Building Plan Date of Report: 08/29/2002 Reviewed by: Name: Rick Lien Address: P 0 Box 930 City, State: Poway CA 92074 Plan Checker: Job #: 022320 Job Name: Accountants on Call Bldg #: CB022320 Job Address: 1921 Palomar Oaks Way Ste. or Bldg. No. 205 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 modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. 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. El Approved The item you have submitted for review has been approved subject to the Subject to attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. 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. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. El Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review 1st 2nd _________ 3rd Other Agency ID FD Job # 022320 FD File # li Consulting Engineers 3131 Camino Del Rio North, Suite 1080 San Diego, CA 92108 Phone: (619) 521-8500 Fax: (619) 521-8591 FAX COVER SHEET To Roger Darrieulat Date: 10/2/02 Company: G&R Construction Time: From: Geoff Warchofik Operator Initials: Project: 1921 Palomar Oaks, Suite #205 Job #: 102025 Subject: Hanging HVAC Number of pages (including this cover sheet): 9 If you do not receive all pages, please call (619) 521-8500 Roger, Attached is the signed detail for the hanging HVAC unit. I am also including the ICBO report that you can include with the detail when presenting to the building inspector. cc: ri Number Called: 619.440.8052 Hard Copy Mailed: Yes M No INDICATES FAX HAS BEEN SENT P \65700officedocuments\faxkpff 18/02/2802 08:59 619-448-8852 G & R CONSTRUCTION PAGE 82 Cc vi over vt'1e-1-4( deck =3q S 3o0c7 pSi 4c,r jLfwei1_C.olf -,-, TRJJCTUIE AEcv 3/s! PROF-IN ANCHOR TrF'IcAL.. 9, rco E -IT2 /'I TEAE' ROP TYPICAL. 4 RueeER GOr1MET TYPICAL 4 l^lE l6A4T 245 [ RATER SOURCE -4AT PUMP AS REQ'D ELEATION VIEk NJo+e ,; ct ore- Rcise.I-/Red //ed 'T0Ic A+4-?ch aic1ir5 4-o r-tk of ,.irrIdecR. aver AvLte, r5 on •1 6-5- oLoCtetor ebe 0wrr -, P-1 r0v fl+ ArC/ WATER SOURCE 1-EAT PU'1F -STEEL 4 ICAFT CABLE, I x e BY APPR&J' co OCT Of20112 - City of CARLSBAD .1-OP VIEW BUILDING DEPT. EUZABErH A. JoNa No. 800355 WATER SOURCE HEAT PUMP SUPPORT 09TAfL ( E* 33144 I2U jpjw - SCALE: NONE' IDAM OCTOBER 1.2002 0 IJ057 ACCOUNTANTS ON CALL UDI I WATER SOURCE HEAT PUMP $UFPOR Froj eZA- -p 11Z / ff IO,v7ar Qfs W& Su 105 Cw-1 5L901) 961- ZOO/00d NZ-1 Has 9E1 09L+ OIU UOIEJOdJO W-O VldCLO D-10-iX -' ICBO Evaluation Service, Inc. V 'i 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 - A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT ER-1372 Copyright © 2000 ICBO Evaluation Service, Inc Reissued March 1, 2000 Filing Category: FASTENERS—Concrete and Masonry Anchors (066) ITW RAMSET/RED HEAD SELF-DRILLING, TRUBOLT WEDGE, AND MULTI-SET II CONCRETE ANCHORS 11W RAMSET/RED HEAD 1300 NORTH MICHAEL DRIVE WOOD DALE, ILLINOIS 60191 1.0 SUBJECT 11W Ramset/Red Head Self-Drilling, Trubolt Wedge, and Multi-Set II Concrete Anchors. 2.0 DESCRIPTION 2.1 11W Ramset/Red Head Self-Drilling Anchor: 2.1.1 General: The ITW Ramset/Red Head anchor is self- drilling concrete expansion shell anchorwith a single cone ex- pander. Both elements are made from heat-treated steel. The steel for the body conforms to AISI C-i 2Ll 4, and the steel for the plug conforms toAlSI C-i 010. The anchor has eight sharp teeth at one end and is threaded internally at the other end. The outer surface of the tubular shell at the toothed end has annular broaching grooves and four milled slits. At its threaded end, the anchor is provided with an unthreaded chucking cone that has an annular break-off groove at its base for flush mounting. Anchor shell and expander cone are electrodeposit zinc and chromate-plated. 2.1.2 Installation: Embedment, spacing, edge distance, and concrete requirements are shown in Tables 1 and 2. The anchors are installed by a Model 747 Roto-Stop Hammer, by air or electric impact hammer, or by hand. The anchor is used as a drill in forming the hole in normal-weight concrete. After the hole is formed, the anchor must be removed and the hole thoroughly cleaned. The hole depth is regulated by the drill chuck. A Red Head plug must be set into the bottom of the an- chor prior to insertion in the hole. The concrete anchor must be driven over the plug, to cause expansion of the anchor in the hole. The chucking end of the anchor is broken off with a hammer blow. Verification that the anchor has been installed properly is evidenced by the fact that the anchor does not project above the surface of the concrete and the red plug is visible at the bottom of the hole. uhhuuuh112.2 11W Ramset/Red Head Trubolt Wedge Anchor: 2.2.1 General: The Trubolt Wedge anchor is a stud bolt type of drop-in anchor. The anchors are cold-formed or machined from zinc-plated and chromate-dipped carbon steel, hot- dipped galvanized carbon steel or stainless steel. Steel used to produce the anchors complies with AISI C-1015 to AISI C-i 022 and AISI C-121 3 carbon steels, Type 304 or Type 316 stainless steels. Hot-dipped galvanizing complies with ASTM 153 Class C requirements. The expander sleeves are fabri- cated from stainless steel or carbon steel meeting the require- ments of Type 302 or AISI C-iOi 0, respectively. Cold-formed anchor studs are available only for the 1/4-inch-, 3/8-inch-, 1/2-inch-, 5/8-inch- and 3/4-inch-diameter (6.4, 9.5, 12.7, 15.9 and 19.1 mm) wedge anchors. The anchor stud is threaded at its upper end and has a straight cylindrical section reduced in diameter, around which the expander sleeve is formed. A straight-tapered section enlarging to a cylindrical base acts to increase the diameter of the expander ring as the stud is tight- ened in the concrete hold. The expander ring, which is formed around the stud bolt, consists of a split-ring element with a "coined" groove at each end. The expander ring is designed to engage the walls of the concrete hold as the tapered portion of the stud is forced upward against its interior. 2.2.2 Installation: Embedment, spacing, edge distance, and concrete requirements are shown in Tables 3, 4, 5 and 10. Holes must be predrilled in normal-weight or lightweight concrete with carbide-tipped masonry drill bits manufactured within the range of the maximum and minimum drill tip dimen- sions of ANSI B212.15-1994. The anchors must be installed in holes the same nominal size as the anchor size, with a greater depth than the length of embedment desired, but no less than the minimum embedment. The hole must be cleaned out prior to installation of the anchor. The anchor must be tapped into the hole to the embedment depth desired, but no less than the minimum embedment. A standard hexag- onal nut and washer must be used over the material being fastened and the nut tightened until the minimum installation torque, as indicated in Tables 3 and 10, is reached. 2.3 ITW Ramset/Red Head Multi-Set II Anchor: 2.3.1 General: The Multi-Set anchors are designed to be installed in a predrilled hole equal to the anchordiameter. The anchor consists of a shell formed from carbon steel meeting the minimum requirements of AISI C-1213 and an expansion plug formed from carbon steel meeting the minimum require- ments of AISI C-i 010. The expansion end is divided into four equal segments by radial slots. The expansion plug is preas- sembled and is cylindrical in cross section. 2.3.2 Installation: Embedment, spacing, edge distance, and concrete requirements are shown in Tables 6, 7 and 9. Holes must be predrilled in normal-weight or lightweight con- crete with carbide-tipped masonry drill bits manufactured within the range of the maximum and minimum drill tip dimen- sions of ANSI B212.15-1994. The anchors must be installed in predrilled holes, the hole depth and diameter for each an- chor size being listed in Tables 6, 7 and 9. After the hole is drilled, it is cleared of all cuttings. The anchor is set by instal- ling the expansion shell and then driving the cone expander with a setting tool provided with each anchor size. When the Evaluation reports of ICBO Evaluation Service. Inc., are issued solely to provide information to Class A members oflCBO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attribute, 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 the test results and/or other data, but does not poss ess testfacilities to make an independent verification. There is no warranty by ICBO Evaluation Service, Inc., express or implied, as to any "Finding "or other matter in the report oras to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 7 Page 2 of 7 cone expander is driven down into the anchor, the legs of the shell expand. 2.4 Design: Allowable static loads are as set forth in Tables 1, 3, 6, 9 and 10. Allowable loads for anchors subjected to combined shear and tension forces are determined by the following equation: (P5/P,)5/3 + (V5/V5/3 _ 1 where Ps = Applied service tension load. P = Allowable service tension load. V8 = Applied service shear load. ER-1 372 4.0 FINDINGS That the ITW Ramset/Red Head fasteners described in this report comply with the 1997 Uniform Building Code1M, subject to the following conditions: 4.1 Anchor sizes, dimensions and installation are as set forth in this report. 4.2 Allowable shear and tension loads are as set forth in Section 2.4. 4.3 Calculations justifying that the applied loads com- ply with this report are submitted to the building of- ficial for approval. 4.4 Special inspection is provided as set forth in Sec- tion 2.5. 4.5 Anchors are limited to installation in uncracked concrete, which is concrete subjected to tensile stresses not exceeding 170 psi (1.2 MPa) as in- duced by external loads, deformations and interior exposures. 4.6 Anchors are limited to nonfire-resistive construc- tion unless appropriate data is submitted to dem- onstrate anchor performance is maintained in fire- resistive situations. 14 = Allowable service shear load. The anchors cannot be subjected to vibratory loads. Sources of such loads include, for example, reciprocating en- gines, crane loads and moving loads due to vehicles. 4/A 2.5 Special Inspection: When special inspection is required, compliance with Section 1701.5.2 of the code is necessary. The special inspector must be on the jobsite continuously during anchor installation to verify anchor type, anchor dimensions, concrete type, con- 4.7 crete compressive strength, hole dimensions, anchor spac- ings, edge distances, slab thickness, anchor embedment and tightening torque. 4.8 2.6 Identification: The concrete anchors are identified by their dimensional characteristics, the anchor size, and by the length code 4.9 stamped on the anchor. The conical-shaped expander plugs are colored red. See Figure 1 for additional details. Length codes are in Table 8. Packages are identified with the anchor type and size, the manufacturer's name and address, and the name of the quality control agency, PFS Corporation. 4.10 3.0 EVIDENCE SUBMITTED Data complying with the ICBO ES Acceptance Criteria for Ex- pansion Anchors in Concrete and Masonry Elements (AC01), dated January 1999. Anchors are manufactured at Highway 12, Michi- gan City, Indiana, with inspections by PFS Corpora- tion (NER-QA251). Use of electroplated or mechanically plated carbon steel anchors is limited to dry, interior locations. Use of hot-dipped galvanized carbon steel is per- mitted in exterior-exposure ordamp environments. Except for 11W Ramset/Red Head Carbon Steel and Stainless Steel Trubolt Wedge anchors embedded in normal-weight concrete, as noted in Table 3, use of anchors in resisting earthquake or wind loads is beyond the scope of this report. The anchors are not subjected to vibratory loads, such as those encountered by supports for recip- rocating engines, crane loads and moving loads due to vehicles. This report is subject to re-examination in two years. TABLE 1-4TW RAMSET/RED HEAD SELF-DRILLING ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pounds)1'3'4 BOLT DIAMETER (Inch) ANCHOR DIAMETER (inch) MINIMUM EMBEDMENT DEPTH (Inches) 2,000 psi f',, 4,000 psi Tension Shear Tension Shear With Special Inspection2 Without Special inspection With Special inspection2 Without Special inspection 1/4 /16 I/32 415 210 295 650 325 365 3I /16 1 /32 785 395 770 1,035 520 650 1/2 11/16 21/32 1,150 575 920 1.555 775 930 5/ 27/32 215/32 1,510 755 1,605 2,485 1,240 1,755 3/4 1 31/4 1,985 995 2,495 3.165 1,585 2,575 For SI: 1 inch = 254 mm, I 1bf = 4.45 N, I psi = 689 kPa. 1The tabulated shear and tensile values are for anchors installed in normal-weight Concrete having the designated ultimate compressive strength at the time of installation. Values have been tabulated for both ASTM A 307 and A 449 bolts installed with the device. 2These tension values are applicable only when the anchors arc installed with special inspection as set forth in Section 2 5 3The minimum concrete thickness is I i/2 times the embedment depth, or the embedment depth plus three times the anchor diameter, whichever is greater. 4Thc anchors are illustrated as follows. Page 3 of 7 ER-1372 TABLE 2-RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS FOR ITW RAMSET/RED HEAD SELF-DRILLING ANCHOR1 DESCRIPTION Min Allowable Min Allowable Spacing Edge Distance Edge Distance Spacing Between Anchors MIN. Required to (inches) Required to finches) BOLT ANCHOR EMBEDMENT Obtain Max Load Factor Applied Obtain Max. Load itactor Applied DIAMETER DIAMETER DEPTH Working Load = 0.85 for Tension Working Load = 0.95 for Tension (inch) (inch) (inches) (Inches) = 0.75 for Shear (inches) 0.70 for Shear 1/4 /16 I/32 115/16 1 37/s 115/16 /16 1 /32 211/16 1I8 3i 211/16 1/2 11/16 21 /32 3 /16 113/16 71/ 3 /16 5/8 27/32 215/32 43/s 23/ 16 811/16 43/8 3/4 I 31/4 511/16 2 /8 11/8 511/16 For SI: 1 inch = 25.4 mm. 1Linear interpolation may be used for intermediate spacing and edge distances. fs%orwciI PJIL+ Covcre4e TABLE 3-ITW RAMSET/RED HEAD TRUBOLT WEDGE ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pounds)1'2'4'5.6 2.000 psi f's, = 4,000 psi = 6,000 psi Tension Tension Tension ANCHOR INSTALLATION EMBEDMENT With Without With Without With Without DIAMETER (inches) TORQUE (ibf ft) DEPTH (inches) SpecIal lnsptlon3 Special Inspection Shear Special inspection Special Inspection Shear Special inspection Special inspection Shear 1/4 8 11/8 295 150 350 445 225 350 475 240 350 115/16 525 265 420 825 410 420 825 410 420 ___ ____________ 21/ 565 280 825 410 825 410 111, 3/8 25 11/2 420 r, 210,0P 580 560 280 655 710 355 790 3 870 1,000 1,485 740 1,035 1.530 765 1.125 4 1,200 600 1,485 740 1.530 765 1/2 55 21/4 1,165 580 1,190 1,275 640 1,190 1.760 880 1.760 4 1/8 1,165 580 1,810 2,410 1,205 1,810 2,705 1,355 2,040 6 1,335 665 1 2,410 1,205 2.705 1,355 5/8 90 2/4 1,645 820 1,780 1,795 900 1,780 2,430 1,215 2,405 5/8 1,645 820 2,400 3,730 1,865 2,975 4,095 2,045 3,130 71/2 1,765 880 3,755 1,880 4,095 2,045 3/4 175 3/4 1.780 890 2,530 2.710 1,355 3,430 3,325 12665 3,995 6 /8 2.745 1,375 5,080 4.425 2.210 5,935 5,065 2.530 5,935 10 2,745 1,375 4.470 1 2.235 5,895 2,950 I8 250 33/4 2,380 1,190 3,290 3,685 1,840 4,145 4,355 2.180 4,790 61/4 3,665 1,835 5,220 5,235 2.620 7,200 6,090 3,045 7,200 8 3,665 1,835 5,580 2.790 6,090 3,045 1 300 41I3 3,485 1,745 4,020 5,045 2,520 5.705 5,295 2,650 6,120 3I 3,650 1,825 7,170 5,995 3,000 9.485 8,315 4,160 9,520 91/7 4,675 2,340 6,635 3,315 8,315 4,160 11/4 500 5f2 4,535 2,270 5,820 6,595 3,300 7.365 8,410 4,205 8,445 8 6,835 3,413 8.770 10,825 5,410 11,065 11,385 5,695 12,640 1 1 9,035 4,515 11,385 5,695 14.075 1 7,040 For Si: 1 inch 254min. 1 psi =6.89kPa, llbf ft= 1355 818Nm, llbf=4.45N 1The tabulated shear and tensile values are for anchors installed in stone-aggregate Concrete having the designated ultimate compressive strength at the time of installation. 2The holes are drilled with bits complying with ANSI B212.15-1994. The bit diameter equals the anchor diameter. 3These tension values are applicable only when the anchors are installed with special inspection as set forth in Section 2.5. 4The minimum concrete thickness is 11/2 times the embedment depth, or the embedment depth plus three times the anchor diameter. whichever is greater. 5Allowable static loads may be increased one-third for earthquake or wind resistance in accordance with Section 16123 3 of the code No further increase is allowed. 6The anchors are illustrated as follows: 1Z1,111,": Page 4 of 7 ER-1372 TABLE 4—RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS FOR TENSION LOADS FOR ITW RAMSETIRED HEAD TRUBOLT WEDGE ANCHORS1 DESCRIPTION Edge Distance Mm. Allowable Edge Min Allowable Spacing Between ANCHOR EMBEDMENT Required to Obtain Max Distance (inches) Spacing Required to Obtain Max. Working Anchors (inches) DIAMETER (inches) DEPTH (inches) Working Load (inches) Load Factor Applied = 0 65 Load (inches) Load Factor Applied = 0.70 L14 1 1I 2 1 31 /16 2 115116 115/i6 I 3 /8 115/16 21/8 1/5 13/16 33/i6 1 /8 3/8 11/2 2/ 1 /16 51/4 2/8 3 3 11/2 6 3 4 3 11/2 6 3 112 21/4 315/16 2 7 /8 315/16 41/8 3'i 1 /16 6/16 31 1/8 6 4½ 21/4 9 4/2 i8 2/4 413/16 2/i6 9 /8 413/16 51/8 37/8 115/16 711/16 37/ 71/2 5'8 213/16 111/4 55/s 3/4 31/4 5'1/i6 2 /8 11/ 511/16 6/8 21/2 915/16 5 10 71/2 33/4 15 71/2 33/4 6/16 3/16 13/8 6/16 61/4 61/4 31/8 1 21 /2 61/4 8 6 3 12 6 41/2 7I8 315/16 15/4 77/ 73/s 73/s 3u/16 l4/4 73i 7'I 3/l6 141/4 71/8 11/4 51/2 9 /8 41 /16 191/4 95/8 8 8 4 16 8 10 71/2 33/4 15 71/2 For SI: 1 inch = 25.4 mm. 1Linear interpolation may be used for intermediate spacing and edge distances. 2Spacings and edge distances shall be divided by 0.75 when anchors are placed in structural lightweight concrete in accordance with Table 10. TABLE 5—RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS FOR SHEAR LOADS FOR ITW RAMSET/RED HEAD TRUBOLT WEDGE ANCHORS1 DESCRIPTION (E) (El) (E2) Edge Distance Required to Mm. Edge Distance at WhIch Mm. Edge Distance at Which Min.Allowable Spacing Obtain Max. the Load Factor the Load Factor Spacing Between Working Load Applied = 0.60 Applied = 0.20 Required to Anchors ANCHOR EMBEDMENT (inches) (inches) (Inches) Obtain Max. (inches) DIAMETER (inches) DEPTH (inches) (See Figure 2) (See Figure 2) (See Figure 2) Working Load (inches) Load Factor Applied 0.40 1/4 li/lI 2 1 /16 N/A 3I5/16 2 115/16 115/16 1 N/A 37/s 115/16 3/8 11/2 2/g 1/4 N/A 51/4 2I8 - 3 33/4 3 11/2 6 3 1/2 21/4 315/16 2/16 N/A 7 /8 41/8 5/i6 3/8 1 /16 6/I6 31/ 5/8 2/4 413/16 31/8 N/A 9/8 51/8 6/16 3I8 115/16 711/16 37/s 3/4 31/4 511/16 33/4 N/A 11/8 511/16 6 /8 8/16 5 21/2 915/16 5 33/4 6 /16 4/I6 N/A 13'/s 69/16 61/4 81/2 6'/4 31/8 121/2 61/4 7/s 51/8 N/A l5/4 7 /8 7/8 101/16 7/ 3''/16 l4/4 73/8 11/4 5 /2 95/s 6114 N/A 191/4 95/8 8 11/16 8 4 16 8 For SI: 1 inch = 25.4 mm. N/A = Not applicable. 1Lmnear interpolation may be used for intermediate spacing and edge distances. 2Spacings and edge distances shall be divided by 0.75 when anchors are placed in structural lightweight concrete in accordance with Table 10. Page 5of7 ER-1372 TABLE 6-17W RAMSET/RED HEAD MULTI-SET II ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pounds)1'2'4'5 BOLT DIAMETER (inch) ANCHOR DIAMETER (Inch) MINIMUM EMBEDMENT DEPTH (Inches) = 2,000 psi f' = 4,000 psi f' 6,000 psi Tension Shear Tension Shear Tension shear With Special Inspection Without Special Inspection With Special Inspection 3 Without Special inspection With Special Inspection3 Without Special Inspection I4 3i 1 420 210 270 590 295 300 745 375 325 3/ 1/2 15/8 745 375 790 950 475 625 1,560 780 465 1/2 5, 2 825 415 1,145 1,460 730 875 4075 1,035 600 5 /8 7 /8 21/2 1,375 685 1.860 2.160 1,080 1,385 1 2.755 1.375 910 3/4 1 3 /16 2,070 1,035 2,620 2,370 1.185 1,920 3,065 1,530 1,215 For SI: 1 inch = 25.4 mm, I lbf= 445 N, I psi = 6.89 kPa tThe tabulated shear and tensile values are for anchors installed in stone-aggregate concrete having the designated ultimate compressive strength at the time ofinstallation. Values have been tabulated for both ASTM A 307 and A 449 bolts installed with the device. 2The holes are drilled with bits complying with ANSI B212.15-1994. The bit diameter equals the anchor diameter. 3These tension values are applicable only when the anchors are installed with special inspection as set forth in Section 2 5 4The minimum concrete thickness is 11/2 times the embedment depth, or the embedment depth plus three times the anchor diameter, whichever is greater 5The anchors are illustrated as follows: 1 TABLE 7—RECOMMENDED SPACING AND EDGE DISTANCE REQUIREMENTS FOR ITW RAMSET/RED HEAD MULTI-SET II ANCHOR1 DESCRIPTION Mm. Allowable Mm. Allowable Spacing Edge Distance Edge Distance Spacing Between Anchors MIN. Required to (inches) Required to (inches) BOLT ANCHOR EMBEDMENT Obtain Max. Load Factor Applied Obtain Max. Load Factor Applied DIAMETER DIAMETER DEPTH Working Load = 0.80 for Tension Working Load = 0.80 for Tension (inch) (inch) (inches) (Inches) 0.70 for Shear (inches) 0 55 for Shear 114 '8 I 1/4 '8 31/2 1/4 3/8 1/2 l/ 2/ 17/16 511/16 2/8 1/2 5/ 2 3 /2 I/4 7 3/2 21/2 4 /8 2/16 8/4 43/8 3/4 1 3i16 5 /8 213/16 1131 16 55/8 For SI: (inch = 25.4 mm. 1Linear interpolation may be used for intermediate spacing and edge distances 2Spacings and edge distances shall be divided by 0 75 when anchors are placed in structural lightweight concrete in accordance with Table 9. TABLE 8—LENGTH IDENTIFICATION CODES CODE LENGTH OF ANCHOR (inches) (mm) A Black 11/2 <2 38 < 51 B White 2<21/2 51<63 C Red 21/2<3 63<76 D Green 3<31/2 76<89 E Yellow 31/2<4 89<102 F Blue 4<41/2 102<114 G Purple '/2<5 1l4<)27 I-I Brown 5<51/2 127 < 140 Orange 5V2<6 140<152 J N/A 6<6'/2 152< 165 K N/A 61/2 <7 165 < 178 L N/A 7<7/2 178<191 M N/A 7'/2<8 191 <203 CODE LENGTH OF ANCHOR (inches) (mm) N 8<8'/2 203<216 0 81/2 <9 216<229 P 9<9'/2 229<241 Q 91/2<10 241<254 R 10<11 254<267 S 11<12 267<305 T 12<13 305<330 U 13<14 330<366 V 14<15 366<38) W 15<16 381<406 X 16<17 406<432 Y 17<18 432<457 Z 18<19 457<483 ami Page 6 of 7 ER-1372 TABLE 9-ITW RAMSET/RED HEAD MULTI-SET II ANCHOR ALLOWABLE SHEAR AND TENSION VALUES (pounds)12'4 BOLT DIAMETER (inch) ANCHOR DIAMETER (inch) MINIMUM DEPTHS (inches)3 LIGHTWEIGHT CONCRETE 3,000 psi LOWER FLUTE OF STEEL DECK WITH LIGHTWEIGHT CONCRETE FILL V c = 3,000 psi Tension EMBEDMENT Shear Tension Shear With Special Inspection3 Without Special Inspection With Special Inspection Without Special Inspection 3i /2 1 /16 965 482 1,105 835 417 1,105 1/2 5/8 2 1,020 510 1,410 800 400 1,235 5/8 18 21/2 1,570 785 2,610 1,490 745 1.460 3/4 1 3 /16 2,750 1,375 3.945 2,045 1,022 2,280 For SI: 1 inch = 254 mm, 1 Ibf = 4.45 N. I PSI = 6.89 kPa 1The tabulated shear and tensile values are for anchors installed in structural lightweight concrete having the designated ultimate compressive strength at the time of instal- lation. Values have been tabulated for both ASTM A 307 and A 449 bolts installed with the device 2The holes are drilled with bits complying with ANSI B212.15-1994 The bit diameter equals the anchor diameter. 3These tension values are applicable only when the anchors are installed with special inspection as set forth in Section 2.5 41nsta11ation details are in Figure 3. Spacing and edge distances are in Table 7 as modified by Footnote 2. L=it+ Je4j%+ Cøic.te4e TABLE 10-lTW RAMSET/RED HEAD TRUBOLT WEDGE ANCHOR ALLOWALE SHEAR ANIi"I'ENSION VALUES (pounds)1,2.4 LOWER FLUTE OF STEEL DECK WITH LIGHTWEIGHT UGHTWEIGHT CONCRETE CONCRETE FILL f',, 3,000 psi f',., 3,000 psi Tension Tension MINIMUM With Special3 ANCHOR INSTALL EMBEDMENT DIAMETER (Inch) TORQUE (ft.-lb.) DEPTHS (inches)3 Inspection Without Special Inspection Shear With Special Inspection Without Special In e Shear 3/ 25 11/2 530 265 930 475 _______ 790 3 735 367 1,060 710 1,000 1/2 55 21/4 900 450 1.760 850 425 1,345 3 1,180 590 1.655 1,120 560 1,655 4 N/A N/A 1.730 1.200 600 1,610 5/8 90 3 1,500 750 2,310 1,180 590 1,375 5 1,490 745 2,320 1,645 822 2,285 3/4 175 31/4 1.790 895 3.150 1,460 730 2,220 5'/4 2,225 1,112 3.980 1.760 880 N/A For ST: 1 inch = 25.4 mm, I psi = 6.89 kPa, I lbf= 4.45 N. N/A = Not applicable. 1The tabulated shear and tensile values are for anchors installed in structural lightweight concrete having the designated compressive strength at the time of installation. 2The holes are drilled with bits complying with ANSI B212.15-1994 The bit diameter equals the anchor diameter. 3These tension values are applicable only when the anchors are installed with special inspection as set forth in Section 2 5 41nstallation details are in Figure 3. Spacing and edge distances are in Tables 4 and 5 as modified by Footnote 2. Self-Drills S (bolt size) Trubolt Wedge Anchors WS-Carbon Steel (anchor size x length) Multi-Set II RM-Carbon Steel (bolt size) FIGURE 1-IDENTIFICATION SYMBOLS FOR THE VARIOUS ANCHORS Page 7 of 7 ER-1 372 1.00 0.60 0.20 E2 El E FIGURE 2—LOAD FACTORS FOR TRUBOLT WEDGE ANCHOR SHEAR LOADS AT REDUCED EDGE DISTANCES (See also Table 5) 1CLR MIN MULTI-SET II _17- 1" CLR. MIN TRUBOLT UGHTWEIGHT CONCRETE ONLY V CLR. MIN MULTI-SET II __ \(• TRUBOLT 'Pf 20GA. STEEL MIN. DECK MIN STEEL DECK WITH LIGHTWEIGHT CONCRETE FILL E = DEPTH OF EMBEDMENT For SI: I inch = 254 mm. FIGURE 3—TRUBOLT AND MULTI-SET II ANCHORS IN LIGHTWEIGHT CONCRETE (Vc = 3,000 psi) AND STEEL DECK WITH LIGHTWEIGHT CONCRETE FILL (f's = 3,000 psi)