Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
155 JUNIPER AVE; ; CB031698; Permit
08-29-2003 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: CB031698 Building Inspection Request Line (760) 602-2725 155 JUNIPER AVCBAD RESDNTL Sub Type: 2042511500 Lot#: $56,157.00 Construction Type: Reference #: 0 Structure Type: 0 Bathrooms: DUERST RES 190SF RAD MSTR BDRM 630SF ROOF DECK/786 SF REROOF RAD 0 NEW Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Orig PC#: Plan Check#: ISSUED 06/20/2003 SB 08/29/2003 08/29/2003 Applicant: DUERST GARY M&SUSAN L 7084 SEVILLE WAY RIVERSIDE CA 92504 Owner: DUERST GARY M&SUSAN L 7084 SEVILLE WAY RIVERSIDE CA 92504 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee $381.01 Meter Size $0.00 Add'l Reel. Water Con. Fee $247.66 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $5.62 PFF $0.00 PFF (CFD Fund) $0.00 License Tax $0.00 License Tax (CFD Fund) $0.00 Traffic Impact Fee $0.00 Traffic Impact (CFD Fund) $0.00 Sidewalk Fee $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Housing Impact Fee $0.00 Housing InLieu Fee Housing Credit Fee $0.00 Master Drainage Fee $0.00 Sewer Fee Additional Fees TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $69.00 $0.00 $43.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $746.79 Total Fees: $746.79 Total Payments To Date:$247.66 Balance Due:$499.13 3037 08/29/03 0002 01 02 CGP 499-i3 Inspector: FINALAR 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 "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions, If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar 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 CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO. EST. VAL. Plan Ck. Deposit Validated B Date A Address (include Bldg/Suite #)Business Name (at this address) Legal Description Lot No.Subdivision Name/Number Uni Assessor's Parcel #Existing Use Proposed Use Description of Work SQ. FT. t c;i&llrA:C¥l*R^a^ # of Bedrooms # of Bathrooms Name State/Zip Telephone Fax # Name Address City State/Zip Telephone # CA,mSAJ> <y °!Ze>e>&- Name Address City State/Zip Telephone # (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). Name State License # Address License Class City State/Zip City Business License # Telephone # Designer Name State License # Address City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: O 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. Q 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) Q 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 It' " ' I hereby affirm that I am exempt from the Contractor's License Law for the following reason: D 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). jQ. 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). Q 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 QNO 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 of the worl^but I have cqnr^acted Jhired) the following persons to provide the work indicated (include name / address / phone number / type of work):T=\ IV X^^JV DATEPROPERTY OWNER SIGNATURE COMPLETE THIS SECTION FOR JVO^-flfSWGl^i BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Q 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? Q YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES Q 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. 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 ADDRESSLENDER'S NAME t^-Al^lcAMTi:CERTllWAtK)W;:;-=: »>>:>/:•'^l: /=.:;:; ,: . ,; -,>,;->• ; ,••',••;••-:->i\-:-..;,:.;,•: v>.;.;.:,•; ;:V;AI: .v::.-'.>r •;;•••; JV,.: ;; ."=-•.-.=•.-:;; ;-•-•;,;>- 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 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 180 days 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 work is commenced fora period of 180 days {Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance Inspection List Permit*: CB031698 Type: RESDNTL RAD Date Inspection Item 09/15/2004 89 09/15/2004 89 09/10/2004 89 09/10/2004 89 03/1 9/2004 34 01/22/2004 15 01/22/2004 23 01/02/2004 17 01/02/2004 18 12/29/2003 16 12/23/2003 14 12/23/2003 24 12/23/2003 34 12/23/2003 44 12/18/2003 18 12/16/2003 13 12/05/2003 13 11/19/2003 15 Final Combo Final Combo Final Combo Final Combo Rough Electric Roof/Re roof Gas/Test/Repairs Interior Lath/Drywall Exterior Lath/Drywall Insulation Frame/Steel/Bolting/We I din Rough/Topout Rough Electric Rough/Ducts/Dampers Exterior Lath/Drywall Shear Panels/HD's Shear Panels/HD's Roof/Re roof Inspector Act JM - - JM JM JM JM JM JM JM JM JM JM JM JM JM PS JM Fl Rl Rl CO AP AP AP AP AP AP AP AP NR AP we AP PA AP DUERST RES 190SF RAD MSTR BDRM 630SF ROOF DECK/786 SF REROOF Comments GFCI @ KIT COUNTER TOPS GFCI REQUIRED GARAGE OK TO COVER BBQ OK TO DRYWALL OK TO INSULATE, VERIFY PICKUP VERIFY PANEL AT INSULATION CANCELLED BY OWNER OK TO WRAP INTERIOR SHEAR VERIFYA35S FRONT BEDRM OK OK TO COVER ROOF & MANSARD. VERIFY PICKING/DETAIL @ FENCE 11/06/2003 17 11/06/2003 27 10/28/2003 15 10/21/2003 16 10/20/2003 16 10/20/2003 34 10/06/2003 11 10/01/2003 11 10/01/2003 24 09/25/2003 11 09/25/2003 17 09/25/2003 34 Interior Lath/Drywall Shower Pan/Roman Tubs Roof/Reroof Insulation Insulation Rough Electric Ftg/Found at ion/Piers Ftg/Foundation/Piers Rough/Topout Ftg/Foundation/Piers Interior Lath/Drywall Rough Electric JM JM JM JM JM JM JM JM JM JM JM JM PA AP AP PA NR PA AP PA PA PA PA NR MSTR BATH MSTR BATH TGI FLOOR NAILING ONLY CEILING ONLY CEILING ONLY OK TO POUR FRONT ADDON AND REAR FAMILY ROOM ADDN. OK TO POUR MASTER BEDROOM MSTR BEDROOM ONLY (2) POST FTGS LAUNDRY ROOM Thursday, September 16, 2004 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 09/15/2004 Permit* CB031698 Title: DUERST RES 190SF RAD MSTR BDRM Description: 630SF ROOF DECK/786 SF REROOF Inspector Assignment: JM Sub Type: RAD 155 JUNIPER AV Lot Type: RESDNTL Job Address: Suite: Location: OWNER DUERST GARY M&SUSAN L Owner: DUERST GARY M&SUSAN L Remarks: Phone: Inspector: Total Time:Requested By: GARY Entered By: CHRISTINE CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comment Associated PCRs/CVs PCR03215 ISSUED DUERST RESIDENCE; CHANGE ROOF MATERIAL Inspection History Date Description Act Insp 09/10/2004 89 Final Combo CO JM 03/19/2004 34 Rough Electric AP JM 01/22/2004 15 Roof/Reroof AP JM 01/22/2004 23 Gas/TesVRepairs AP JM 01/02/2004 17 Interior Lath/Drywall AP JM 01/02/2004 18 Exterior Lath/Drywall AP JM 12/29/2003 16 Insulation AP JM 12/23/2003 14 Frame/Steel/Bolting/Welding AP JM 12/23/2003 24 Rough/Topout AP JM 12/23/2003 34 Rough Electric NR JM 12/23/2003 44 Rough/Ducts/Dampers AP JM 12/18/2003 18 Exterior Lath/DrywaH WC JM 12/16/2003 13 Shear Panels/HD's AP JM 12/05/2003 13 Shear Panels/HD's PA PS 11/19/2003 15 Roof/Reroof AP JM Comments GFCI @ KIT COUNTER TOPS GFCI REQUIRED GARAGE OK TO COVER BBQ OK TO DRYWALL OK TO INSULATE, VERIFY PICKUP VERIFY PANEL AT INSULATION CANCELLED BY OWNER OK TO WRAP INTERIOR SHEAR OK VERIFY A35S FRONT BEDRM OK TO COVER ROOF & MANSARD. VERIFY PICKING/DETAIL FENCE FROM :ERSTOM ENG FfiX NO. :7607283346 Nov. 06 2003 12:58AM PI EASTOM ENGINEERING Structural Engineering & Construction Consultant 1291 Via Encinos Fallbrook, CA 92028 760-728-7485 November 4, 2003 City of Carlsbad Building Inspection Department 163 5 Faraday Ave Carisbad, CA 92008 Re; Property located at 155 Juniper Avc, Carlsbad, CA 92008 (JOB # 3-80) For Building Inspector: The Simpson. HI can be deleted at the rafters. The A35 indicated on the pJans are sufficient to transfer the load to the top plate. G,R.Eastom RCE 16942 FROM :EflSTOM ENG FfiX NO. :7607283346 Oct. 02 2003 01 = 24flM PI EASTOM ENGINEERING Structural Hnpineerirxtz & ConslTuclion Consultant 1291 Via Encinos, Fallbrook, CA 92028 (760)728-7485 Fax:(760)728-3346 City of Carlsbad Building Department 1635 l''araday Avenue Carlsbad, CA 92008 Oct 1,2003 Subject: 155 Juniper Carlsbad, CA. To Whom It May Concern: On September 30 we viewed the instillation of reinforcing steel and RFB bolts into the existing foundation. The following were installed. l-#5 bar embedded 6" into footing. 2-#4 bars embedded 6" into footing. 3-#4 slab tics embedded 7" at master bedroom. l-RFB5x!6 retrofit bolts embedded 12" The above were epoxyed in place with SIMPSON SET epoxy and were installed per the manufactures recommendations. George Eastom RCE 16942 EsGil Corporation In Partners/Up -with government for <BuiC(finQ Safety DATE: August 27, 2003 Q APPLICANT JURISDICTION: Carlsbad Q PLAN REVIEWER Q FILE PLAN CHECK NO.: 03-1698 SET: III PROJECT ADDRESS: 155 Juniper Avenue PROJECT NAME: SFD Addition for Duerst Residence The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 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 - Vl/ REMARKS: 1) Please have the designer show the draftsj<4p for the mansard roof. By: Bert Domingo Enclosures: Esgil Corporation D GA D MB D EJ D PC Log tmsmtLdot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 4 Fax (858) 560-1576 EsGil Corporation In Partnership with government for <Bu.itding Safety DATE: August 26, 2O03 a APPS€ANTa (^uRis~3 JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: O3-1698 SET: II PROJECT ADDRESS: 155 Juniper Avenue PROJECT NAME: SFD Addition(Master Bedroom & Roof Deck) - ^etSr £es < The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 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. X] 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. X] The applicant's copy of the check list has been sent to: Andre Light 4620 WidfeHTR., Oceanside, CA 92056 Esgil Corporation staff did not advise the applicant that the plan check has been completed. XI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Andre (W-M) Telephone#: (760) 630-1642 Date contacted: S/2?/uj> (by: (c-- ) Fax #: Mail -" Telephone ^ Fax In Person REMARKS: By: Bert Domingo Enclosures: Esgil Corporation D GA D MB D EJ D PC 8/18/03 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad 03-1698 August 26, 2O03 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 03-1698 PROJECT ADDRESS: 155 Jumper Avenue SET: II DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 8/18/03 August 26, 2003 REVIEWED BY: Bert Domingo 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 disabled access. 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 or other departments. 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. A. Please make all corrections on the original tracings and submit (please see correction #1 below) new sets of prints to: ESGIL CORPORATION./Jurisdiction. B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. 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 on the plans. Have changes been made not resulting from this list? QYes QNo Carlsbad 03-1698 August 26, 2003 • PLANS 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, 1635 Faraday Ave., Carlsbad, CA 92008, (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. 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). This will be checked when all the items below are met. 3. Plans, specifications and calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). This will be checked when all the items below are met. 35. What is AEP-Span? Please show ICBO approval or equal. Please submit documentation for the D1BITEN UL 580. 40. Please draftstop the mansard roofs. Seems not shown on detail sheet(s-4). Carlsbad 03-1698 August 26, 2003 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 D No a The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bert Domingo at Esgil Corporation. Thank you. EsGil Corporation In Partnership witfi government for <BuiCd~ing Safety DATE: July 1, 2003 a APELjCANT a<<fijRis>) JURISDICTION: Carlsbad a PCAfsfREVlEWER Q FILE PLAN CHECK NO.: 03-1698 SET: I PROJECT ADDRESS: 155 Jumper Avenue PROJECT NAME: SFD Addition(Master Bedroom & Roof Deck) - putfCST The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 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. X] 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: Andre Light 4620 Wi€tfa±l JR., Oceanside, CA 92056 LL 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: Andre .M Telephone #: (760)630-1642 Date contacted: *? /Z '63 (by: t- ) Fax #: Mail •""Telephone*"* Fax In Person REMARKS: By: Bert Domingo Enclosures: Esgil Corporation D GA D MB D EJ D PC 6/23/03 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 + Fax (858) 560-1576 Carlsbad 03-1698 July 1, 20O3 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: O3-1698 JURISDICTION: Carlsbad PROJECT ADDRESS: 155 Juniper Avenue FLOOR AREA: 190 SQ. FT. STORIES: ONE HEIGHT: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: July 1, 2003 DATE PLANS RECEIVED BY ESGIL CORPORATION: 6/23/03 PLAN REVIEWER: Bert Domingo 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 ordinance 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. Present California law mandates that residential construction comply with the 2001 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 2000 UPC, 2000 UMC and 1999 NEC (all effective 11/1/02). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. 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. Carlsbad 03-1698 July 1, 2003 • PLANS 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, 1635 Faraday Ave., Carlsbad, CA 92008, (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. 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 3. Plans, specifications and calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). • GENERAL RESIDENTIAL REQUIREMENTS 4. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. Carlsbad 03-1698 July 1, 2003 • EXITS, STAIRWAYS, AND RAILINGS 5. Provide spiral stairway details, per Section 1003.3.3.8.3: a) Minimum run is 7-1/2 inches measured at a point 12 inches from where the treads are the narrowest. b) Maximum rise is 9-1/2 inches. Maximum clear opening between risers is 4 inches. c) Minimum headroom is 6 feet 6 inches. d) The tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail. 6. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section 1003.3.3.8.3. 7. Provide I.C.B.O. Research Report and number for metal stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation. • FOUNDATION REQUIREMENTS 8. Show pier size, spacing and depth into undisturbed soil. Table 18-l-C. 9. Show minimum underfloor access of 18" x 24". Section 2306.3. 10. Show minimum underfloor ventilation equal to 1 sq.ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practical and shall provide cross ventilation on at least two approximately opposite sides. Section 2306.7. • FRAMING 11. Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2306.7. 12. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. 13. Per UBC Section 2321.4, provide the following note on the plans if trusses are used: "Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto the following information located within 2 feet of the center of the span on the face of the bottom chord: a) Identity of the company manufacturing the truss. b) The design load. c) The spacing of the trusses." Carlsbad 03-1698 July 1, 2003 14. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2315. • MECHANICAL (UNIFORM MECHANICAL CODE) 15. Specify on the plans the following information for the fireplace(s), per Section 106.3.3: a) Manufacturer's name. b) Model name/number. c) ICBO approval number, or equal. d) Show height of chimney above roof per I.C.B.O. approval or UBC Table 31-B. e) Note on the plans that approved spark arresters shall be installed on all chimneys. UBC, Section 3102.3.8. • ELECTRICAL (NATIONAL ELECTRICAL CODE) 16. Note on the plans that receptacle outlet locations will comply with NEC Art. 210-52(a). 17. All bedroom branch circuits now require arc fault protection. Note clearly on the plans that "Bedroom branch circuits will be arc fault circuit protected." NEC Art. 210-12(b). • ENERGY CONSERVATION 18. Provide plans, calculations and worksheets to show compliance with current energy standards. 19. The requirements for the prescriptive package components have been updated as of June 1,2001. If using the prescriptive compliance approach, show compliance with the new Package C or D, or the alternate component package for C or D (Packages A and B have both been eliminated). 20. The window schedule shall clearly describe the required U-factor and solar heat gain coefficient (SHGC) values and demonstrate compliance with the Title 24 energy calculations. 21. The version of the computer program that you have used is no longer current. Provide new calculations, using acceptable updated residential computer energy programs. As of June 1, 2001, they are the following: • Micropas 6.01 • EnergyPro 3,1 • CalRes 1.4 Carlsbad 03-1698 July 1, 2003 22. Cloth backed duct tape is no longer permitted to be used as the sole connection for mechanical ducting. Note on the plans that duct tape, as a minimum, meeting the requirements of UL181, 181 A, or 181B, shall be used or additional duct attachment devices such as tie wraps or mastic will be required for installing mechanical ducting. 23. Detail or note on the plans: "The return air plenum serving the mechanical equipment must be fully ducted from the equipment to the conditioned space. Drop ceilings, wall cavities and equipment platforms may not be used as plenums." 24. The regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. 25. All sheets of the latest CF-1R form must be imprinted onto the plans (sheets 1 of 3, 2 of 3 and 3 of 3 must be included). 26. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-IR. 27. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Measures Checklist". 28. Show the make, model, type and efficiency of the space heating (or cooling) system. 29. For room additions, show compliance with the energy standards. See attached. 30. A mechanical duct sealing certification test must be performed by a certified HERS inspector or compliance with the "Alternate to Package D" requirements shall be shown on the CF1-R form. (This requirement is valid for all new low rise residential construction including room additions greater than 100 square feet that are using the Prescriptive energy calculation method.) 31. Show the method of compliance on the CF1-R form for the following two Prescriptive requirements (either one is necessary for new homes and additions exceeding 100 square feet located in Climate Zones 2, 4 (Radiant Barrier Only), and 8-15): a) A radiant (roof) barrier is required for new low rise residential construction. b) The installation of a TXV valve or a technician certification for split system air conditioner or heat pump systems. Requires HERS Inspector verification. (In lieu of Inspector certification the "Alternative to Package D" requirements may be specified on the CF1-R form). Carlsbad 03-1698 July 1, 2003 32. Provide fluorescent genera! lighting (40 lumens per watt minimum) in kitchen(s) and bathrooms (containing a tub or shower). 33. Note on the plans: "The manufactured windows shall have a label attached certified by the National Fenestration Rating Council (NFRC) and showing compliance with the energy calculations." • MISCELLANEOUS 34. Please submit documentation of the specified ICBO 48-0435B for the roof deck. 35. What is AEP -Span? Please show ICBO approval or equal. 36. Please show the header size of all bearing wall openings. 37. Please submit complete vertical analysis. 38. Please show how the addition would be heated. 39. Please show on the floor plan where the sections are located. 40. Please draftstop the mansard roofs. 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 Q No a The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bert Domingo at Esgil Corporation. Thank you. Carlsbad 03-1698 July 1, 20O3 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 03-1698 DATE: July 1, 2003PREPARED BY: Bert Domingo BUILDING ADDRESS: 155 Juniper Avenue BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VN BUILDING PORTION City Estimate Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) cb Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) _ 121,137 121,137 $614.32 Plan Check Fee by Ordinance ^ Type of Review: 0 Complete Review CD Repetitive Fee ""] Repeats Comments: D Other Hourly Structural Only Hour Esgil Plan Review Fee $399.31 $344.02 Sheet 1 of 1 macvalue.doc BUILDING PLANCHECK CHECKLIST DATE:PLANCHECK NO.: CB BUILDING ^/ "5 5 PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER:EST. VALUE: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submitted; 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. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please see the attached report of deficiencies marked with D. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: By: By: Date: Date: Date: ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT ; ; .' ...--. ,: - .•:•.:••:::• ;"-. • ;.. " \ Date: Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: JOANNE JUCHN1EWICZ City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2775 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: A-4 HAWORDV)OCS\CHKLSTOuHlng PtancfMCk CUM Form (G«nertc).doc BUILDING PLANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow B. Existing & Proposed Structures C. Existing Street Improvements D. Property Lines E. Easements 2. Show on site plan: F. Right-of-Way Width & Adjacent Streets G. Driveway widths H. Existing or proposed sewer lateral I. Existing or proposed water service J. Existing or proposed irrigation service ') A. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION H:\WOfiCWXICS\CHKLSTTBUUIng Planch** CWst Form (Geoart;).doc Rev. 7/1*00 ST oND Qfd BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No. . D D D 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS n 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $15.000. pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 1/£" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS D D D 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $75.000. pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the mwORD\DOCSCHM.ST\Bu«d!nQ Planchec* CkW Fmrn (RIDDLE - HARVEY 7-12-00) Joe BUILDING PLANCHECK CHECKLIST ST iRD D D D checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by:Date: 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $310 so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: n D n 6c. Enclosed please find your Future Improvement Agreement, agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: Please return 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. G D D 7a- Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). G D D 7b- Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. ODD Grading Inspector sign off by:Date: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) H:\WORCrJXDCS\CHKLST*8u*tok»g ptandwck CMit Form (Gwwric 7-1+-OO).doc BUILDING PLANCHECK CHECKLIST 1ST 7d .No Grading Permit required. D D D 7e- If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS D 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: D 10. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. 11. QKequired fees are attached No fees required WATER METER REVIEW D D 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units received "standard" 1" service with 5/8" service. HAWOfUWOCStCHKLST\BiJdlno PtandiMk CUM Fwm (Gmric).doc BUILDING PLANCHECK CHECKLIST 1ST nND gRD n n • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand, (manifolds are considered on case by case basis to limit multiple trenching into the street). 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: STA 1+00 Install 2" service and 2. 3. 1.5: meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water H:\WOROUOCSVCHOSTABuidlna Planch** CkM Form (GwwrtO.doc BUILDING PLANCHECK CHECKLIST i ST 9ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. Q n 12c. Irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. D D D 13- Additional Comments: mwORDIDOCSCHKLSTOuldlng Ptandwck CUM Form (Geowlc).doc D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB Q3~ Jkfl Planner Chris Sexton Address £)C Phone (760) 602-4624 Type of Project & Zoning: R~2) General Plan: RH Net Project Density:.DU/AC CFD (in/out) #_Date of participation: Facilities Management Zone: _L Remaining net dev acres:_ Circle One (For non-residential development: Type of land used created by this permit: ) Legend: [3 Item Complete Q Item Incomplete • Needs your action Environmental Review Required: YES NO V TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: APPROVAL/RESO. NO. PROJECT NO. YES NO TYPE DATE OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: 01:Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES V NO CA Coastal Commission Authority? YES NO If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): fcX^Tn OT Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans as "Exempf or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. n Inclusionary Housing Fee required: YES NO (Effective date of Inclusionary Housing Ordinance - May 21,1993.) Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: H:\ADMIN\COUNTER\BldgPlnchkRevChkist Rev 9/01 meDD DD 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). 2. Provide legal description of property and assessor's parcel number. DD Policy 44 - Neighborhood Architectural Design Guidelines t. Applicability: YES NO \S ODD B^D I/DD Emn 2. Project complies YES Zoning; 1 . Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: 2. Accessory structure sett Front: Interior Side: Street Side: Rear- Structure separation: 3. Lot Coverage: NO Required «3£V Required ^V Required •* Required (D' Required lacks: Required Required ri' Required Required j Required T7 Required <fe>0/^ Showr^O ( Shown f} Shown Shown 1O1 Shown Shown Shown /?' Shown Shown /£>' Shown /'O' Shown><(Jon/?) 4. Height: 5. Parking: Required Spaces Required Shown Shown L (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown EH CD CH Additional Comments. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE H:\ADMIWCOUNTER\BldgPlnchkRevChklst Rev 9/01 a 10-09-2003 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No: PCR03215 Building Inspection Request Line (760) 602-2725 Job Address: 155 JUNIPER AV CBAD Permit Type: PCR Parcel No: 2042511500 Lot#: 0 Valuation: $0.00 Construction Type: NEW Reference #: CB03-1698 Project Title: DUERST RESIDENCE CHANGE ROOF MATERIAL Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Applicant: DUERST GARY M&SUSAN L 7084 SEVILLE WAY RIVERSIDE CA 92504 Owner: DUERST GARY M&SUSAN L 7084 SEVILLE WAY RIVERSIDE CA 92504 ISSUED 09/26/2003 MDP 10/09/2003 10/09/2003 Plan Check Revision Fee Additional Fees $120.00 $0.00 Total Fees: $120.00 Total Payments To Date:$0.00 Balance Due:$120.00 6238 10/09/03 120-00 Inspector: FINAL APPROVAL 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 "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Cartsbad 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 CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO. EST. VAL Plan Ck. Deposit Validated By Date Business Name (at this address) Legal Description Lot No.Subdivision Name/Number Unit No.Phase No,Total # of units Assessor's Parcel #Existing Use Proposed Use Description of Work of Bathrooms Fax 9 Name Address State/Zip Telephone # Name Address City State/Zip Telephone # (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter. Improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). Name State License # Address License Class City State/Zip City Business License # Telephone # Designer Name State License # Address City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: Q 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. Q 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) Q 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 a* 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: Q 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). fJJ 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). fj I am exempt under Section Business and Professions Code tor this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. O YES QNO 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. 1 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): PROPERTY OWNER SIGNATURE DATE NO 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? Q YES Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES Q 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. fSfiflfPIll^ I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS 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 CitV 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 Iw the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized bv such permit is not commipced withii/>60 daws from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any tirr .'ter the work is commendwT for a peflodVldl days {Section 106.4.4 Uniform Building Code), APPLICA SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance EsGil Corporation In Partnership with, government for (Bui&fing Safety DATE: October 7, 2003 Q APPLICANT JURISDICTION: Carlsbad Q POTS REVIEWER Q FILE PLAN CHECK NO.: PCR 03-215(O3-1698.rev) SET: I PROJECT ADDRESS: 155 Jumper Avenue PROJECT NAME: Revision for the Rooting Material of Duerst House The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. IXI 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: X] 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 REMARKS: 1) Please have the designer show the required 5/8 " roof sheathing replacing the approved Yz" plywood. 2) Please have the designer indicate the new roofing material on the framing/section of the building replacing the approved roofing material. By: Bert Domingo Enclosures: Esgil Corporation D GA D MB D EJ D PC 9/29/03 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 4- (858)560-1468 4 Fax (858) 560-1576 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad 1698.rev) PLAN CHECK NO.: PCR 03-215(03- DATE: October 7, 2003PREPARED BY: Bert Domingo BUILDING ADDRESS: 155 Juniper Avenue BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VN BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) cb Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) Plan Check Fee by Ordinance $120.00 Type of Review: [~1 Repetitive FeeRepeats Complete Review D Other m Hourly Structural Only Hour* Esgll Plan Review Fee $96.00 * Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc Span-LokM, Span-Lok Mhp & SpanSeam Featuring App| ZinCalume4 For Twice the Life! B^'- Zincalurne combines the strength of steel with the corrosion resistance of aluminum for twice the life Jlj I \) of most zinc coatings. City of CA^ BUILDING S rf^fc ^^pan-Lok™, Jpan-Lok™^p and SpanSeam™ are performance-rated architectural standing seam metal roof systems. The mechanically seamed 2" and *3" high rib, provides aesthetic appeal and weather tightness that can be used in a wide variety of new construction or retrofit applications. P Tested in accordance with UL580 and ASTM E1592. P Meets UL 90 wind uplift requirements (purlin not to exceed 5'-0" o.c). P Span-Lok hp has an additional bend on the female rib which increases its uplift performance. P Can be installed on pitches as low as 1/4":12" P Has been tested for air infiltration per ASTM E1680, and water infiltration per ASTM E1646. P 2" Span-Lok available machine curved (factory or field) for radiused applications. P Can be installed over spaced supports or solid substrates. P Factory applied sealant is standard (except curved panels). P Factory swedged end laps available. Multiple course applications require staggered end laps. P Factory notching available for turn under at the eave. Notch provides a clean detail and reduction in labor (left to right installation required). www.aepspan.com **J"-IJ ^3aoj[ DEPT. Span-Lok* & SpanSeam*n * 3" rib height, 16" coverage available from Dallas, TX. Span-Lok J_ Span-Lok hp 9O° Seam Span-Lok hp *- in ipan^eam 180" Seam I 2" Span-Lok & SpanSeam Section Properties Span-Lok & SpanSeam 16" Gauge 24 22 Wt. (lbs./ft.') 1.28 1.62 S+ (in.Vft.) 0.0633 0.0821 1+ (in.Vft.) 0.0855 0.1103 S- 1 1- (in.Vft.) ] (in.Vft.) 0.0392 0.0330 0.0555 1 0.0458 Span-Lok & SpanSeam 18" Gauge 24 22 Wt. libs ./ft.-') 1.24 1.57 S+ (in.Vft.) 0.0579 0.0749 1+ (in.Vft.) 0.0793 0.1020 S- ( in.Vft.} 0.0386 0.0522 1- (in.Vft.) 0.0313 0.0447 Span-Lok hp 16" Gauge 24 22 Wt. (lbs./ft.-') 1.28 1,62 Si- tin. '/ft.) 0.0633 0.0821 1+ (in.Vft.) 0.0855 0.1103 5- (In.Vft.) 0.0392 0.0555 1- (in.Vft.) 0.0330 0.0458 Note: 3" rib section properties available upon request. P Two piece, self centering clips, allow for expansion and contraction of panels. Pre-caulked clips are available. P Choose from subtle striations, two pencil ribs or a clean flat-pan between ribs depending on aesthetic requirements. P Available in the DuraTecrf'5000 coating system, aluminum or copper. Engineered Solutions Tacoma,WA 800-733-4955, Fontana, CA 800-272-246(br 909-823^01 Dallas, TX 800-527-2503,214-827-1740 ASCPROFILES INC. Corporate OfRow ASCProfllM 2110 EnttrprlM Boulevard WHt Sacnmtnio, CA 9Mt1*M»S Fu: •16.372.2MT Technical Bulletin Revised; September 20,2000 ICBO Evaluation Report Requirements and the UBC Overview Building Officials sometimes request an "ICBO report" for IMSA Building Products. An ICBO ES Evaluation Report may be required where the method of calculating the load capacity of the product Is not specified in the UBC. IMSA Building Products can supply an ICBO ES Evaluation Report for composite deck vertical and diaphragm shear capacities and roof deck diaphragm shear capacities. All other product load capacities are calculated in accordance with the UBC, and do not require an ICBO ES Evaluation Report, Uniform Building Code The Uniform Building Code ("UBC") is a model law drafted by the International Conference of Building Officials ("ICBO")> An organization of state and local building officials. The UBC has been enacted, with some revisions, as the law governing building design and construction in most western states. The UBC specifies certain requirements and calculation methods for metal roofing, siding decking and structural sections, including the following (all citations are to the 1997 edition): Non-combustible Roof Covering includes "Ferrous or copper shingles or sheets." (Sec. 1504.2) Metal Roof Covering "Corrugated or ribbed steel shall be not less than 0.013 inch" (Sec. 1507.8) Wind Design (Chapter 16, Division in, beginning with Section 1615) Earthquake Design (Chapter 16, Division IV, beginning with Section 1626) Calculation of section properties and load capacities by the "Specification for Design of Cold-Formed Steel Structural Members" (Chapter 22, Division VH, beginning with Section 2217), • Calculation of the strength of attachments into wood by the "Design Specifications for Allowable Stress Design of Wood Buildings" (Chapter 23, Division III, beginning with Section 2316). The section properties and vertical load tables for all IMSA roofing, siding, decking and structural sections are calculated in accordance with the UBC sections noted above. 10 'd WW 6S: 9Q ICBO Evaluation Services ICBO Evaluation Reports are published by ICBO Evaluation Service, Inc. ("ICBO ES") a subsidiary of ICBO. ICBO ES was established as a service to ICBO's class A members (building officials). ICBO ES is a group of engineers who review products and design methods that are NOT covered in the UBC. This allows the building officials to rely on ICBO ES as the product review experts, ICBO ES publishes their review as ICBO ES Evaluation Reports. Testing and analysis are provided by the Report proponents (manufacturers) and reviewed by ICBO ES, ICBO ES does no testing or analysis, they simply review. BHP ICBO ES Evaluation Report Number 2757 IMSA (formerly BHP Steel Building Products), currently has an ICBO ES Evaluation Report (number 2757) that covers decking products. This is because the method for calculating composite deck vertical and diaphragm shear capacities and roof deck diaphragm shear capacities are not specified in the UBC. BHP did the testing and analysis and supplied them to ICBO ES for review. IMSA Building Products does not have an ICBO ES Report that covers cladding, architectural or light gauge structural products because most structural properties (U. section properties and vertical load capacities) can be determined or calculated in accordance with the UBC. The section properties and toad tables we publish are calculated in accordance with the AISI's Specification for the Design of Cold- Formed Steel Structural Members, which is incorporated into UBC Chapter 22. Therefore, an ICBO Report is not required for most roof and wall panels subject to gravity and wind loads normal to the face of the panel. Common Questions Questions about our standing seam, cladding and light gauge structural products can be addressed without an ICBO ES Evaluation Report. 1. Load Capacity: The section properties and load/span tables published in our single sheet literature are prepared in accordance with the Specification for Design of Cold-Formed Steel Structural Members, 1986 with December 1989 Addendum, published by the American Iron and Steel Institute ("AISO, which is incorporated in the UBC (Chapter 22). We can provide calculations for review. 2. Attachment: We can provide an attachment schedule based on the project specific loading requirements and assembly information. Our calculations are in accordance with UBC Chapter 23, which incorporates the National Design Specification for Wood Construction, Revised 1991 edition 3. Diaphragm Shear: a. Standing seam panels cannot provide lateral resistance and no diaphragm shear capacities are available. Lateral resistance must be provided by other means, such as bracing or decking. 2110 Enterprise Boulevard, West Sacramento, California 95691, Telephone (916) 372-0933, Facsimile (916) 372-5442 ze -d ww es:90 £0-6^-Dny b. Most through fastened panels can develop diaphragm shear capacity. Due to the vast combinations of panels, span, attachment and gauge IMSA Building Products does not publish this information. We suggest that the designer/engineer of record calculate his job specific condition using the Steel Deck Institute's "Diaphragm Design Manual". A copy of this publication can be purchased from SDI at (847) 462-1930. IMSA Building Products can make no guarantee that the building department will accept this calculation. 2110 Enterprise Boulevard, West Stcramento, California 95691, Telephone (916) 372-0933, Facsimile (916) 372-5442 00: JE& REPORT™ER-5286 Reissued October 1, 2002 ICBO Evaluation Service, Inc. • 5360 Workman Mill Road, Whittier, California 90601 * www.icboes.org Filing Category: ROOF COVERING AND ROOF DECK CONSTRUCTION—Roof Covering DEC-K-ING ROOFSEAL DEC-K-1NG #108—19292 60TH AVENUE SURREY, BRITISH COLUMBIA V3S 3M2 CANADA 1.0 SUBJECT DEC-K-ING Roofseal. 2.0 DESCRIPTION 2.1 General: The DEC-K-ING Roofseal system complies with Section 1504 of the 1997 Uniform Building Code™ (UBC), Section 1505 of the 2000 International Building Code* (IBC), and Section R902 of the 2000 Internationa} Residential Code® (IRC) as a fire-retardant roof/walking deck covering. The DEC-K-ING Roofseal is a walking deck and roof- covering membrane system consisting of an embossed, reinforced, 60-mil-thick (1.55 mm) PVC membrane sheet and adhesive. The Roofseal system is used over a plywood substrate or a concrete surface. The membrane is polyvinyl chloride with a glass-fiber reinforcing mesh, embossed to provide a textured surface. The material comes in rolls 72 inches (1829 mm) wide and 75 feet (22 860 mm) long. The surface is coated with an acrylic lacquer forweatherability. The system is a Class A roof covering over concrete decks and is a Class C roof covering over plywood decks when installed in accordance with this report. 2.2 Materials: 2.2.1 Roofseal: The DEC-K-ING Roofseal is a 60-mil- thick (1,55mm) polyester-reinforced PVC membrane sheet that weighs 90 ounces per square yard (2.4 kg/m2), is embossed with a traffic pattern "pebble," and comes in rolls 6 feet (1829 mm) wide by 75 feet (22 860 mm) long. 2.2.2 DEC-K-ING PVC-coated Flashing: The flashing is No, 24 gage galvalurne sheet steel, coated on one side with a PVC-laminated film. The steel is sheared and broken to form a deck-edge drip flashing and wall-edge flashing. 2.2.3 DEC-K-ING Contact and Latex Adhesive: The DECK-ING adhesive is available either as a blue, solvent- based, No. 1667 contact adhesive, or as a water-based, synthetic-polymer, No, 390 latex adhesive; both adhesives are stored in 5-gallon (18.9 L) pails. The contact adhesive application temperature range is 36°F to 97'F (2*C to 36*C). The latex adhesive application temperature range is 54'F to 97T (12"C to 36°C). Shelflife for both adhesives is one year when stored under dry conditions. 2.2.4 DEC-K-ING Floor-leveling Compound: The DEC- KING floor-leveling compound is a cement-based, dry powder and a DEC-K-ING acrylic-latex bonding-additive solution, mixed with water at a ratio of one part diluted additive to 2.5 parts by volume. The diluted additive is mixed at a ratio of one part DEC-K-ING additive to 3 parts water. The floor-leveling compound applicationtemperature range is 32*F to 104°F (0"C to 40°C). The compound has a shelf life of 2 years when stored under dry conditions. 2.2.5 DEC-K-fNG Liquid Chemical Seam Sealer: The DEC-K-ING liquid seam sealer is a clear chemical liquid adhesive made up of a methyl ethyl ketone formulation, stored in 1 quart (946 ml) cans. The application temperature range is 40°F to 104°F (4°C to 40°C). The adhesive has a shelf life of one year from the date of manufacture when stored in unopened containers that are protected from freezing. 2.3 Preparation of Substrate: 2.3.1 General: The substrate surface must be structurally sound, clean, dry, free of dust and other contamination at the time of material application, and have a minimum slope of V.,:12 (2% slope) for drainage. Any loose or spalling materials must be removed and all plywood seams, KnoJ holes, and uneven areas must be filled with a floor-leveling compound. 2.3.2 Plywood Substrate: The plywood substrate must be minimum. 5/fl-inch-thick^15.9 mm), exterior-grade plywood complying with U.S. Department of Commerce Product Standard PS-1-95 (UBC Standard 23-2} or PS-2- 92 (UBC Standard 23-3), and must be applied to the framing spaced a maximum of 16 inches (406 mm) on center. The plywood substrate is installed in accordance with the applicable code, with all edge joints blocked or tongue-and-grooved. 2.3.3 Concrete Substrate: Concrete substrates must be fully cured (a minimum of 30 days) and protected from ground moisture with a vapor barrier to reduce hydrolysis. All slider and door thresholds, jambs, posts, scuppers and fascia must have a metal flashing in accordance with Sections 1402,2 and 1509 of the UBC or Sections 1405.3 and 1503 of the IBC, or Section R703.8 of the (RC, whichever code section is applicable. Concrete surfaces must be ground smooth or leveled with a floor-leveling compound, as described in Section 2.2.4 of this report. 2.4 Installation: 2.4.1 General: The Roofseal PVC membrane is fully adhered to the deck substrate either with a V!5-inch (1.6 mm) grooved, troweled coating of latex adhesive, applied to the substrate only, or with a rolled/brushed coating of contact adhesive, applied to both the substrate and the underside of the membrane at a rate of 450 square feet (41,8m2) per pail. I& REPORTS'" art an t-ntiorseitivnt o/'iAe ! as la any finding or ulh (ANSI Copyright © 2002 Page 2 of 3 ER-5286 The DEC-K-ING Roofseal system shall be installed when the ambient temperature is above 32*F (0°C). The lengths of deck-edge drip flashing are fixed to the deck-edge perimeter using corrosion-resistant ring shank nails, 3/4 inch (19.1 mm) long, spaced at 3 inches (76 mm) on center. Each length of flashing must overlap the next by 2 inches (51 mm). Post flashing are fitted and fixed in place where required. Installation details are shown in Figure 1. 2.4.2 Application: The Roofseal PVC membrane sheet is loose-laid in place on the plywood deck substrate and temporarily stapled along the %-inch (19 mm) overlapped (perpendicular to the deck edge) seams to hold the sheet in position while it is adhered. Staples shall be removed after sheet is fully adhered. One inch (25 mm) of the membrane is allowed to overhang the deck edge, and 3 inches to 6 inches (76 mm to 152 mm) are allowed to flash up the wall surface. The contact adhesive is applied to one-half of the PVC membrane at a time, using a 5-mm, smooth-nap, paper- core paint roller. The adhesive shall be applied over the entire deck substrate area, including the deck flashing, to within 1 inch (25 mm) of the deck edge. A paintbrush shall be used to apply the adhesive to detail and hard-to-reach areas. This adhesive is effective at temperatures of 32'F (0*C) and higher. A set cure time of 15 to 45 minutes shall be allowed for the adhesive to become tacky to the touch, accounting for temperature and humidity. Once the adhesive is tacky, the membrane shall be rolled onto the substrate using a rubber roller, working from the center of the membrane sheet outward, taking care not to leave wrinkles or air pockets. This procedure is also followed for the other half of the membrane sheet. The entire membrane sheet shall be rolled using a rubber roller and a 70-pound (31.8 kg), steel flooring rollerto ensure complete contact with the substrate and the elimination of air pockets. As an alternate, the latex adhesive shall be evenly troweled onto the substrate, including the deck flashing, using a 1/16-inch (1.59 mm) "V'-notched trowel, to within 1 inch (25 mm) of the deck edge. This adhesive is effective at temperatures of 50*F (10°C) and higher. A set cure time of 10 to 20 minutes shall be allowed for the adhesive to become tacky to the touch; the PVC membrane is then rolled out as described above. The entire membrane sheet shall be rolled using a 70-pound (31.8 kg) steel flooring roller to ensure complete contact with the substrate, and the elimination of air pockets. The adhesive must be allowed 12 hours to completely dry. The seams, patches, and PVC-coated flashings are adhered either with an electric hot-air welder and welding roller, or with an application of a liquid-chemical seam sealer onto the underside of the top PVC membrane sheet overlap, and onto the bottom membrane sheet below the overlap, applying pressure to the overlapped joint so that a permanent bonded seam results. 2.4.3 Method of Repair: The damaged area must be clean and dry, and all existing material removed, with the material then replaced in the same manneras described in Section 2.4 of this report. 2.5 Roof Classification: When applied over a noncombustible concrete surface as described in Section 2.4, the DEC-K-ING membrane is a Class A roof covering, with a slope of V4 unit vertical in 12 units horizontal (2% slope). The DEC-K-ING membrane is a Class C roof covering when applied over 5/a-inch (15.9 mm), exterior-grade plywood substrates with edges blocked or tongue-and-grooved, with a maximum slope of 1/4 unit vertical in 12 units horizontal (2% slope). 2.6 Identification: Each product bears the manufacturer's name (DEC-K-ING) and address, product name, shelf life, batch number keyed to date of manufacture, evaluation report number (ICBO ES ER-5286) and name of the quality control agency, Intertek Testing Services. 3.0 EVIDENCE SUBMITTED Data showing compliance with the ICBO ES Acceptance Criteria for Walking Decks (AC39), dated March 2000, and a quality control manual. 4.0 FINDINGS That the product described in this report complies with the 1997 Uniform Building Code™, the 2000 International Building Code0 and the 2000 International Residential Code®, subject to the following conditions: 4.1 The membrane is installed in accordance with this report and the manufacturer's instructions, by applicators approved by the manufacturer. 4.2 The membranes are a Class A or Class C roof covering when installed in accordance with Section 2.4 of this report. 4.3 Installation is limited to areas with a maximum basic wind speed (fastest mile) of 80 mi.les per hour (129 km/h) ormaximum basic wind speed (3- secondgust) of 100 miles per hour (161 km/h), on buildings with a maximum of 40 feet (12 192 mm) in height in Exposure B areas. 4.4 The membranes are manufactured for DEC-K-ING at the Canadian General-Tower Limited (CGT) facilities under a quality control program with inspections by Intertek Testing Services (AA-647). This report is subject to re-examination in two years. P*ge 3 of 3 ER-5286 DEC-K-ING DETAIL Drain for Wooden Decks •Scupper Welded Seam Carpet Liquid Seam Scupper for enclosed de(ks. Vinyl finish inside Scuppers. Heat welded seam & chemical seam Overlapped byopprox, 3/4*. backed Glued over PVt slrip & chemically seemed Corner Weld Outside Corner Weld Inside Post Outside Post CYC Membrane wall unit, heat welded la deck unit. Threshold Sliding Door Wall/Deck Deck Detail Glued S sealant used on vinyl edge wilh deck edge foslerwr. caulking taut strip heal welded: PVC lo flashing galvanized PVC coated flashing edge fastener "x 10' aluminum strip FIGURE 1—TYPICAL INSTALLATION tt LJ.