Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2855 CARLSBAD BLVD; ; CBC2019-0419; Permit
Building Permit Finaled city of Carlsbad r - L Print Date: 07/22/2020 Commercial Permit Permit No: CBC2019-0419 Job Address: Permit Type: Parcel #: Valuation:. Occupancy Group: #of Dwelling Units: 2855 CARLSBAD BLVD, CARLSBAD, CA 92008-2902 BLDG-Commercial Work Class: Tenant Improvement 2032310100 Track #: $60,000.00 Lot #: Project #: DEV2019-0066 Plan #: Status: Closed - Finaled Applied: 09/03/2019 Issued: 12/11/2019 Finaled Close Out: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Inspector: PBurn Plan Check #: Final Inspection: 07/22/2026 Project Title: CARLSBAD BY THE SEA PROFESSIONAL CARE FACILITY - Description: CARLSBAD BY THE SEA: INSTALL GLASS SECURITY BARRIER 1/ REPLACE 4 FIREPLACES Property Owner: FRONT PORCH COMMUNITIES AND SERVICES 800 N BRAND BLVD GLENDALE, CA 91203 - (818) 254-4100 FEE AMOUNT BUILDING PERMIT FEE ($2000+) . $450.30 BUILDING PLAN CHECK FEE (BLDG) $315.21 5B1473 GREEN BUILDING STATE STANDARDS FEE $3.00 - STRONG MOTION-COMMERCIAL $16.80 Total Fees: $785.31 Total Payments To Date: $785.31 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." 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 limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov. COMMERCIAL Plan Check Cr'City of BUILDING PERMIT ______) _ C.)V Est. Value $ ( Carlsbad APPLICATION PC Deposit B2 Date Job Address 2855 Carlsbad Blvd Suite: APN: 203-231-01-00 Tenant Name: Carlsbad by the Sea Retirement Community CT/Project #: Lot IS:_________ Occupancy: Construction Type: Fire Sprinklers: yes / no Air Conditioning: yes / no BRIEF DESCRIPTION OF WORK: Replacement of a 3' high Glass barrier with a 5' high glass barrier along the Ocean Street Front of the property o Addition/New: New SF and Use, __New SF and Use, Deck SF, _________ Patio Cover SF (not including flatwork) Ienant Improvement: SF, Existing Use Proposed Use SF, Existing Use Proposed Use 0 Pool/Spa: SF Additional Gas or Electrical Features? Solar: KW, _Modules, Mounted, Tilt: Yes / No, RMA: Yes / No, Panel Upgrade: Yes / No 0 Plumbing/Mechanical/Electrical Only: IN Other: Security Glass Barrier APPLICANT (PRIMARY) PROPERTY OWNER Name: Joan Johnson Name: Joan Johnson Address: 2855 Carlsbad Blvd Address: 2855 Carlsbad Blvd City: Carlsbad State:CA Zip: 92009 City: Carlsbad State:CA Zip: 92009 Phone: 760 435 2321 Phone: 780 439i 2421 Email: jojohnson©frontporch.net Email: jojohnson@frontporch.net cU COta LI DESIGN PROFESSIONAL CONTRACTOR BUSINESS Name: Cuningham Group Architecture Name: n/a Address: 1030 G Street Address: City: San Diego State: CA Zip: 92101 City: State: Zip: Phone: 619 8491080 Phone: Email: dlastres©cuningham.com - Diego Lastres Email: Architect State License: C-024405 State Ucense: Bus. License:_______________ (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/she 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/she is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 70315 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuiIding@carlsbadca.gov B-2 Page 1 of 2 Rev. 06/18 (OPTION A): WORKERS'COMPENSATION DECLARATION: I heorby 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 provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. ci I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit Is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: Policy No. Expiration Date: O 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 be come 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 $100,000.00, In addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONTRACTOR SIGNATURE: DAGENT DATE: (OPTION B ): OWNER-BUILDER DECLARATION: I hereby affirm that lam exempt from Contractor's License Law for the following reason: 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). ci 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). ci I am exempt under Section Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 Yes 0 No 2.1 (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 / 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/ contractors' license number): 5.1 will provide some of the work, bu9.ave 4ntracted (hired) the following persons to provide the work indicated (include name/ address/ phone / type of work): OWNER SIGNATURE:TjJ\ ) -4-1It12--- LJAGENT DATE: CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: Lender's ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 Yes ci 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 ci 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. APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the Information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative 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 over5'O' 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 anytime after the work is commenced fora period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT SIGNATURE: c24,) 4. AP— I) DATE: 4k_1 L17610Y 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuiIdingccarlsbadca.gov B-2 Page 2 of 2 Rev. 06/18 Permit Type: BLDG-Commercial Application Date: 09/03/2019 Owner: FRONT PORCH COMMUNITIES AND SERVICES Work Class: Tenant Improvement Issue Date: 12/11/2019 Subdivision: TOWN OF CARLSBAD AMENDED Status: Closed - Finaled Expiration Date: 12/14/2020 Address: 2855 CARLSBAD BLVD CARLSBAD, CA 9200872902 IVR Number: 21459 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Checklist Item COMMENTS Passed BLDG-Building Deficiency S Yes BLDG-Plumbing Final No BLDG-Mechanical Final • No BLDG-Structural Final • Yes BLDG-Electrical Final No Wednesday, July 22, 2020 • • • Page 2 of 2 Building Permit Inspection History Finaled (7city of Carlsbad Permit Type: BLDG-Commercial Application Date: 09/03/2019 Owner: FRONT PORCH COMMUNITIES AND SERVICES Work Class: Tenant Improvement Issue Date: 12/11/2019 Subdivision: TOWN OF CARLSBAD AMENDED Status: Closed - Finaled Expiration Date: 12/14/2020 Address: 2855 CARLSBAD BLVD CARLSBAD, CA 92008-2902 IVR Number: 21459 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 0112112020 0112112020 BLDG-47 116828.2020 Failed Paul Burnette Reinspection Incomplete Fireplace/Chimney Checklist Item COMMENTS Passed BLDG-Building Deficiency No 0210412020 0210412020 BLDG-47 118312-2020 Passed Paul Burnette Complete Fireplace/Chimney Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Final Inspection 118311-2020 Cancelled Paul Burnette Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 0211412020 0211412020 BLDG-17 Interior 119522-2020 Passed Michael Collins Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Ocean Front, Units Yes 1O1-102,201-202,301-302. Fireplace face only. 0610312020 0610312020 BLDG .84 Rough I29127-2020 Failed Chris Renfro Reinspection Incomplete Combo(I4,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency No inspection completed. Work still No pending. OK to install glass barrier and bracket system. Call for final inspection when complete BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 0712212020 07122/2020 BLDG-Final Inspection I33618-2020 Passed Chris Renfro Complete Wednesday, July 22, 2020 Page 1 of 2 V/ 0 A SAFEWWComl iny DATE: 9/10/2019 APPLICANT JURIS. JURISDICTION: City of CarlSbad PLAN CHECK #.: CBC2019-0419 SET: I PROJECT ADDRESS: 2855 Carlsbad Blvd. PROJECT NAME: Carlsbad by the Sea retirement Community Glass Security Barrier & Fireplace Replacement 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 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 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 staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: V Telephone #: Date contacted: / (by: Y Email: Mail Telephone Fax In Person F-1 REMARKS: By: David Yao Enclosures: EsGil 9/4/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad CBC2019-0419 9/10/2019 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2019-0419 PREPARED BY: David Yao DATE: 9/10/2019 BUILDING ADDRESS: 2855 Carlsbad Blvd. BUILDING OCCUPANCY: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) revisions per city 60,000 Air Conditioning Fire Sprinklers TOTAL VALUE 60,000 Jurisdiction Code 1cb IBY Ordinance Bldg. Permit Fee by Ordinance V Plan Check Fee by Ordinance V Type of Review: 21 Complete Review D Structural Only D Repetitive Fee Repeats El Other U Hourly Hr. © * EsGil Fee I $289.511 Comments: Sheet of DIVISION: 050000—METALS SECTION: 05 5200—METAL RAILINGS SECTION: 0573 13—GLAZED DECORATIVE METAL RAIVINGS DIVISION: 080000—OPENINGS K It SECTION: 0881 00—GLASS GLAZING SEP 0 3 2019 SECTION: 088800—SPECIAL FUNCTION GLAZING, OF CARLSBAD BUILDING DIVISION REPORT HOLDER: GLASS VICE HOLDINGS LTD. EVALUATION SUBJECT: MEW GLASS VICE GLASS PANEL RAILING AND GLASS BALUSTER SYSTEMS (0 LISTED "2014 Recipient of Prestigious Western States Seismic Policy Council i.e. IUTERMTIAL (WSSPC) Award in Excellence" A Subsidiary of COECOuuCIL ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. o There is no warranty by ICC Evaluation Service, LLC, express or implied, other matter in this IIlI!C I70R5 report, or as to any product covered by the report. 'md,cI Ctfiion CO) 1O(X1 Copyright © 2019 ICC Evaluation Service, LLC. All rights reserved. 004- of 19 ICC-ES Evaluation Report ESR-3563 Reissued January 2019 This report is subject to renewal January 2020. www.icc-es.orci I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 0500 00—METALS Section: 05 52 00—Metal Railings Section: 05 73 13—Glazed Decorative Metal Railings DIVISION: 08 00 00—OPENINGS Section: 08 81 00—Glass Glazing Section: 08 88 00—Special Function Glazing REPORT HOLDER: GLASS VICE HOLDINGS LTD. EVALUATION SUBJECT: GLASS VICE GLASS PANEL RAILING AND GLASS BALUSTER SYSTEMS 1.0 EVALUATION SCOPE Compliance with the following codes: 2015, 2012 and 2009 International Building Code® (IBC) 2015, 2012 and 2009 International Residential Code® (IRC) Property evaluated: I Structural Durability 2.0 USES The Glass Vice Glass Panel Railing and Glass Baluster Systems described in this report are intended for interior and exterior use in residential, commercial and industrial applications for guards along balconies, porches, mezzanines, stairs and similar locations except where vehicle impact resistance is required. The system is compatible with all construction types. Use in Wind- borne Debris Regions is outside the scope of this report. The Glass Vice Glass Panel Railing and Glass Baluster Systems described in this report must be constructed using monolithic tempered or laminated tempered glass within the limitations specified in this report. See Section 4.1.5.1 in this report for limitations on the installation of laminated tempered glass. The use of 9/16-inch (14.3 mm) and 5/8-inch (15.5 mm) laminated tempered glass panel and anchorage systems have not been evaluated for use as a guard or handrail system where the 50 plf (0.73 kN/m) loading is required by 2015 and 2012 IBC Section 1607.8.1 or 2009 IBC Section 1607.7.1. The use complies with the Exception noted in IBC Section 2407.1.2 (installation without a top rail, when approved by the building official). This use is limited to installations in compliance with IRC Section R312; 2015 and 2012 IBC Section1607.8.1 Exceptions 1 and 2 or 2009 IBC Section 1607.7.1 Exceptions 1 and 2, as applicable, where the 50 plf (0.73 kN/m) top rail load is not applicable. 3.0 DESCRIPTION 3.1 General: The Glass Vice Glass Panel Railing and Glass Baluster Systems allow for the construction of frameless glass balustrade guards, wind breaks and pool fences. The systems include the monolithic tempered glass (to be provided by others) or laminated tempered glass (to be provided by others), the railing, the glass clamp, the glass bracket and the fastening into the substrate. The Glass Vice system uses a proprietary glass clamp cast from Duplex 2205 (UNS S32205) or 316 stainless steel, complying with ASTM A890/A890M, to anchor and fully support 112-inch (12.7 mm) or 5/8-inch (15.5 mm) monolithic tempered glass or. 9/16-inch (14.3 mm) or 5/8-inch (15.5 mm) laminated tempered glass balustrades. Monolithic tempered glass installations may have a stainless steel handrail located between 34 and 42 inches (864 and 1067 mm) above floor surface as appropriate for the installation. A handrail or guard must be installed when the monolithic tempered glass balustrade is required for fall protection to comply with IBC 2407.1. The laminated tempered glass is limited to installations where a handrail or guard is not required as noted in the last paragraph of Section 2.0 of this report. The balustrade system must be anchored into wood, concrete or steel substrates with a Glass Vice clamp and appropriate fasteners. The clamp is available in various configurations (See Table 1 and Figures 4 through 15 in this report) based on the substrate and location of attachment. The various clamps are supplied with the Glass Vice fasteners, and must be used for the installation. The Glass Vice clamps are the same for all glass thicknesses with the bearing gasket thickness matched to the glass thickness. The glass moment strengths are indicated in Table 2 of this report for the specified glass type and thickness. 3.2 Material: The glass must be fully tempered glass complying with ASTM C1048, ANSI Z97.1 and CPSC 16 CFR 1201 (procured separately). The minimum thickness of the tempered glass for each guard system is as required for the loading conditions; refer to Table 2 of this report. The handrail is manufactured out of stainless steel material and is 11/2-inch by 1-inch (38.1 mm by ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not spec,ficbllv addressed, nor are they to be contrued as an endorsement of the subject of the report or a recommendation for its use. There is no warrants by ICC Evaluation Service. LLC. express or implied, as 10 to anvfindi,ig or other mailer in this report, or as to an,v product covered by the report. amcwxt Copyright 2019 ICC Evaluation Service, LLC. All rights reserved. '. ' Page 1 of 25 ESR-3563 I Most Widely Accepted and Trusted Page 2 of 25 25.4 mm) tube. The handrail must be connected to the glass balustrade with a proprietary bracket made from 316 stainless steel supplied by Glass Vice. The handrail bracket consists of a bent 9/16-inch (14.3 mm) diameter 316 stainless steel bar with attached mounting flanges and a mounting plate on the opposite face of the glass connected together with one M8 by 20 mm countersunk stainless steel screw. The Glass Vice glass clamp is composed of an adjustable clamping system which is made up of duplex 2205 or 316 stainless steel clamp, 8 mm diameter adjustable screws, a 3 mm by 140 mm Polyethylene plastic strips, 8 mm by 8 mm by 140 mm stainless steel bars, and 8 mm by 12 mm by 40 mm stainless steel bar at the bottom center of clamp cavity. The clamp is approximately 71/16 inches (179 mm) in height. The base is available in various configurations as described in this report, depending on the substrate, concrete, wood or steel substrate and the attachment to the surface or fascia. Connection to the top of concrete substrate uses two M10 stainless steel (SS) threaded rods, ISO 3506-1 Class A4 which must be installed into the concrete substrate with Hilt! HIT-RE 100 adhesive (ESR- 3829). Figures 2 through 8, as applicable, in this report. Installation of the rods must comply with the installation details noted in ESR-3829. For top installation into wood, a stainless steel adaptor plate (American Baseplate SLDPRT) must be used for the base. The adaptor plate is 316 stainless steel, machined from 0.394-inch (10 mm) flat bar and anchored to the wood with four 3/8-inch (10 mm) SS lag screws, all fasteners are supplied with the clamp by Glass Vice. For fascia mounting installation the Glass Vice is available as an architectural clamp made of cast stainless steel with a stainless steel cover to conceal the two mounting bolts. The architectural clamp is available for use with concrete, wood and steel substrates for balustrades installed per the IBC and IRC. The architectural clamp consists of a tapered extension leg 61/4 inches (163 mm) from the base for fascia mount. Spacers or standoffs of minimum 0.394 inch (10 mm) in diameter must be used with the two mounting bolts between the clamp leg extension and the fascia substrate. 3.2.1 Laminated Tempered Glass: The laminated tempered glass must be fully tempered laminated glass complying with ASTM C1172, ANSI Z97.1 and CPSC 16 CFR 1201 (glass procured separately—not supplied by Glass Vice). The fully laminated tempered glass used in the fabrication must comply with ASTM C1048. The interIaer must be 0.06-inch (1.54 mm) DuPont SentryGlas Plus ionoplast interlayer. The minimum glass thicknesses specified in ASTM C1036 and C1300 are modified as specified in this report. All glass edges must be polished. 3.2.1.1 The 9/16-inch (14.3mm) laminated tempered glass must be made from 1/4-inch (6 mm) nominal tempered glass with a minimum true thickness of 0.225 inch (5.72 mm). The overall true thickness of the laminated tempered glass must be between 0.510 inch (12.95 mm) minimum and 0.560 inch (14.22 mm) maximum. Evidence of compliance with these requirements must be submitted to the building official. 3.2.1.2 The 5/8-inch (15.5 mm) laminated tempered glass must be made from one ply of 114-inch (6 mm) nominal tempered glass with a minimum true thickness of 0.225 inch (5.72 mm) and 5/16-inch (8 mm) nominal tempered glass. The overall true thickness of the laminated tempered glass must be between 0.577 inch (14.65 mm) niinimum and 0.625 inch (15.87 mm) maximum. Evidence of compliance with these requirements must be submitted to the building official. 3.3 Durability: The materials incorporated in the system described in this report are inherently corrosion-resistant. The material type specified must be appropriate for the environment of the installation. Information verifying the durability must be submitted to the building official, when requested. 4.0 DESIGN AND INSTALLATION 4.1 Design: 4.1.1 Loading: The applicable project-specific loads must be identified'. Minimum required loads are one of the following: 50 plf (0.73kN/m) on the top rail in any direction 200 lbs (0.89kN) on the top rail in any direction IN 50 lbs (0.22kN) on one square foot at any location perpendicular to the glass balustrade The required wind load must be determined by a qualified design professional based on the project- specific conditions, taking into account the balustrade location on the structure, and must not exceed the values shown in Table 2 of this report. For installations in compliance with the IRC Section R312, the 50 plf (0.73 kN/m) top rail load is not applicable. 4.1.2 Monolithic Tempered Glass Balustrade System: The glass thickness, panel size and system height for the Y2-inch (12.7 mm) and 5/8-inch (15.5 mm) monolithic tempered glass must be designed for the loading conditions, see Table 2 in this report. The required spacing between the glass lites must be 25/32 inch (20 mm) minimum to 1/16 inch (30 mm) maximum for installation of the handrail brackets. 4.1.3 Glass Vice Glass Clamp: The Glass Vice Glass Clamp and fasteners that are required for each mounting options are shown in Table I of this report. The Glass Vice Glass Clamp must be installed in accordance with the manufacturer's published installation instructions and this report. 4.1.4 Holes and Notches for Monolithic Tempered Glass: Holes and notches must not be located within the first third of the balustrade height from the base. Holes and notches must conform to ASTM C1048. Holes or notches located within the first third of the balustrade height from the base shoe are outside the scope of this report. 4.1.5 Laminated Tempered Glass: 4.1.5.1 Laminated Tempered Glass Loading: Installation of the laminated tempered glass with a required handrail or guard has not been evaluated. Therefore, installation of the laminated tempered glass is limited to locations where the design loading condition is either wind load alone or 200 lb (0.89 kN) concentrated load in compliance with the IRC Section R312 or 2015 and 2012 IBC Section 1607.8.1 Exceptions I and 2 or 2009 IBC Section 1607.7.1 Exceptions I and 2, where ESR-3563 I Most Widely Accepted and Trusted Page 3 of 25 the 50 plf (0.73 kn/m) handrail load is not applicable. Maximum allowable wind loads are as indicated in Table 3 of this report. Installation of laminated tempered glass with the handrail brackets is outside the scope of this report. 4.1.5.2 Laminated Glass Baluster System: The glass thickness, panel size and system height must be as indicated in Tables 3 and 4 of this retort. The required spacing between the glass lites is 2 /32 inch (20 mm) minimum to 1/16 inch (30 mm) maximum for installation of the H-bracket (see Figure 18 in this report). When required to support the 200 lb (0.89 kN) concentrated load, the adjacent lites must be connected together with the supplied H-bracket installed within 4 inches (102 mm) from the top edge of the glass. Corner lites must be connected together with the supplied corner H-bracket. The end lites must be attached to a supporting structure or post capable of supporting 200 lbs (0.89kN) using the supplied terminal bracket (see Figure 17 in this report). The connection between glass lites is not required when designed for wind load only and a 2 inches (51 mm) minimum gap between lites is maintained. 4.1.5.3 Mixed lite lengths: Glass lites of different lengths are permitted with the allowable wind load based on the longest glass lite or for the specific wind load on each lite. 4.1.5.4 Holes and Notches: Holes and notches in the laminated tempered glass are outside the scope of this report. 4.2 Installation: 4.2.1 General: Installation of the Glass Vice glass panel railing and guards must comply with the manufacturer's published instructions, this report and 2015 IBC Sections 1015 and 1607.8.1; 2012 IBC Sections 1013 and 1607.8.1; or 2009 IBC Sections 1013 and 1607.7.1, as applicable. Handrails must comply with 2015 IBC Section 1014; 2012 and 2009 IBC Section 1012; or 2015, 2012 and 2009 IRC Section R311.7.8, as applicable. Glass lite dimensions for the monolithic tempered glass must be within the limits shown in Figure 1 of this report for 1/2-inch (12.7 mm) glass and Figure 2 of this report for 5/8-inch (15.5 mm) glass. 4.2.2 Installation of Glass Vice Clamp to Concrete: 4.2.2.1 Concrete strength, condition and minimum dimensions must be as indicated in Table I of this report for the specific mounting option. For cracked concrete condition, the mounting option used must be indicated as cracked concrete in Table 1 of this report. Uncracked concrete condition may use any of the concrete mounting options in Table I of this report. 4.2.2.2 Surface Mounting: The Glass Vice clamps must be located as shown in Figure 1 of this report. Before attachment of any of the interchangeable bases, a layer of protective lanolin must be applied between the Glass Vice glass clamp and the base. 4.2.2.3 Two holes must be drilled into concrete for the installation of the glass vice clamp. The center line of each hole must not be closer than 2.36 inches (60 mm) from the edge of the slab and no less than 5I8 inch (128 mm) from the slab end. The holes must be 12 mm in diameter (for the M10 rods) and drilled to the required depth based on the installation option. After cleaning the holes, each hole must be filled with Hilti-HIT-RE500-SD adhesive. Installation must be into dry holes only and for use in temperature range A (130°F short-term maximum and 110°F maximum long-term temperature). Hole cleaning and adhesive installation must comply with manufacturer's published installation instructions and ESR-3829. Mounting options la-e in Table 1 of this report which do not involve installation of nuts on the inserted rod. Special inspection is required for installation of adhesive anchors, as noted in ESR-3829. 4.2.2.4 Fascia Mounting: When fascia mounted to a slab edge, beam, wall or similar item the minimum concrete slab face thickness must be over 71/8 inches (178 mm) and width perpendicular to the face must be over 8/4 inches (222 mm). Clamp must be a minimum of 5/8 inches (128 mm) from the outside slab corner. The Architectural Bracket must be used and the clamp nuts for the 10M SS threaded rods insert must be tightened to 10 lb-ft torque (reduced torque installation). Special inspection is required for installation of adhesive anchors, as noted in ESR-3829. 4.2.3 Installation of Glass Vice Clamp to Wood: Wood may have a moisture content over 19 percent at the time of fabrication and in service and must be a species and grade with specific gravity greater than 0.43 or 0.50 as specified for the mounting option. Supporting wood structure must be constructed to support the imposed moments from the Glass Vice Clamps. In lieu of calculating the imposed loads, the structure may be designed for the mounting option to resist the moment strength shown in Table 2 of this report, plus dead load. 4.2.4 Installation of Glass Vice Clamp to Steel: Supporting steel member must be constructed to support the imposed moments from the Glass Vice Clamps. In lieu of calculating the imposed loads the member may be designed for the mounting option to resist the moment strength shown in Table 2 of this report, plus dead load. 4.2.5 Handrail Installation (monolithic tempered glass): Where required to provide fall protection, along stairs or other locations requiring an installed handrail, the handrail must be installed at the required height. 4.2.5.1 Handrail must be supported using the proprietary stainless steel clamp bracket assembly, shown in Figures 1 and 2 of this report, installed at the joints between the glass lites and at the ends as shown in Figure 16 of this report. At the balustrade end the handrail must be attached to a structure, free standing wall or post of sufficient strength, able to support 200 lbs (0.89 kN) concentrated horizontal shear load, using the termination brackets in Figure 16 and screws (not included), of a type appropriate for the supporting material. 4.2.5.2 Handrails must be installed no higher from the bottom of the glass to the top of the hand rail than: 41 inches (1041 mm) for 5/8-inch (15.5 mm) glass in any occupancy requiring 50 plf (0.73 kN/m) live load. 48 inches (1219 mm) for 5/8-inch (15.5 mm) glass in occupancy R3 (IRC) and locations exempt from 50 plf (0.73 kN/m) live load in IBC 1607.8.1. 23 inches (584 mm) for 1/2-inch (12.7 mm) glass in any occupancy requiring 50 plf (0.73 kN/m) live load. 41 inches (1041 mm) for 1/2-inch (12.7 mm) glass in occupancy R3 (IRC) and locations exempt from 50 plf (0.73 kN/m) live load in IBC 1607.8.1. 4.2.5.3 Handrail brackets are designed for use with a square, rectangular or flat bottom cross section with ESR-3563 I Most Widely Accepted and Trusted Page 4 of 25 minimum 1/8 inch (38 mm) width complying with the dimensional and structural requirements of IBC Section 1012, IRC R311.7.8.3. 4.2.6 Pool Fence Applications: When installed as a pool or spa fence in compliance with IBC Section 3109.4.1, the top of glass must be a minimum of 48 inches (1219 mm) above grade on the side facing away from the pool. Minimum glass thickness shall be I8 inch (15.5 mm) nominal, monolithic or laminated, tempered glass. Maximum lite width must comply with the allowable width shown in Figure 3 of this report and for the mounting option used for the design wind loads per Table 2 of this report. Where a handrail or guard is required the handrail or guard (monolithic tempered glass only) must be installed on the pool side at 34 inches (864 mm) to 42 inches (1067 mm) above the walking surface. Where not required to provide fall protection, the glass joints may be connected together in lieu of the handrail with glass H brackets at 42 inches (1067 mm) above the walking surface. Refer to Figure 3 of this report. 5.0 CONDITIONS OF USE The Glass Vice glass panel railing and glass baluster systems described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The product is limited to installation where it is not subjected to vehicle impacts. 5.2 Installation must comply with this report and the manufacturer's published installation instructions. When the manufacturer's instructions is in conflict with this report this report shall governs. 5.3 The systems described in this report must not be used in Wind-borne Debris Regions. Use of The Glass Vice glass panel railing and glass baluster systems in Wind-borne Debris Regions is outside the scope of this report., 5.4 All glass must be fully tempered, fabricated, and inspected in accordance with ASTM C1048. Laminated tempered glass must also comply with ASTM CII 72. The glass fabricator must provide certification of compliance with Section 2407.1 of the IBC and ASTM C1048. Glass must be procured directly from a qualified glass fabricator and is not produced or supplied by Glass Vice Holdings, Ltd. 5.5 The supporting structure must be designed and constructed to support the loads imposed by the glass balustrade system in accordance with the applicable code. The anchorage of the panel railing and glass baluster system to the supporting structure must be as specified in this report. Drawings and design details for the Glass Vice system must be included on the construction plans submitted to the building official for approval. The drawings and details must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is constructed. 5.6 Monolithic fully tempered glass is permitted to be used in handrails and guardrails where there is not a walking surface beneath them or the walking surface is permanently protected from the risk of falling glass, as noted under the exception in Section 2407.1 of the 2015 IBC. 5.7 Installation of the laminated tempered glass with a handrail is outside the scope of this report. See the last paragraph of Section 2.0 and Section 4.1.5.1 of this report for additional details and limitations. 5.8 The Glass Vice Panel Railng and Balustrade Systems including anchorage components (except for the glass) are supplied by Glass Vice Holdings, Ltd. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Glass Railing and Balustrade Systems (AC439), approved February 2014 (editorially revised July 2015). 7.0 IDENTIFICATION 7.1 The Glass Vice Panel Railing and Glass Baluster Systems described in this report are identified by a stamp on the packaging bearing the manufacturer's name (Glass Vice) product description or part number, and the ICC-ES evaluation report number (ESR-3563). 7.2 The report holder's contact information is the following: GLASS VICE HOLDINGS LTD. POST OFFICE BOX 65229 MAIRANGI BAY, AUCKLAND 0754 NEW ZEALAND 09 476 7767 www.cilassvice.com ESR-3563 I Most Widely Accepted and Trusted Page 5 of 25 TABLE 1—GLASS VICE SYSTEMS AND CONFIGURATIONS System Glass Clamp Mounting Type Material Substrate Anchorage to Substrate Option Number Specification Refer to attached Figures and Figure la Direct Fix Glass Vice Concrete - cracked 1 O SS threaded rods with 4° embedment set Figure 4 Vice Duplex 2205 f a 2,500 psi Hilti HIT-RE500-SD per ESR-3829 lb Direct Fix Glass Vice Concrete - uncracked 10M SS threaded rods with 4° embedment set Figure 5 Vice Duplex 2205 & ? 2,500 psi Hilti HIT-RE500-SD per ESR-3829 1 c Direct Fix Glass Vice Concrete - cracked 1 O SS threaded rods with 5° embedment set Figure 6 Vice Duplex 2205 f ? 2,500 psi Hilti HIT-RE500-SD per ESR-3829 1 d Direct Fix Glass Vice Concrete - uncracked 1 O SS threaded rods with 5° embedment set Figure 7 Vice Duplex 2205 Fc a 2,500 psi Hilti HIT-RE500-SD per ESR-3829 le Direct Fix Glass Vice Concrete - cracked 1 O SS threaded rods with 71I." embedment Figure 8 Vice Duplex 2205 or uncracked set Hilti HIT-RE500-SD per ESR-3829 2.500 psi 2 Adaptor Glass Vice 316 Wood, G 2t 0.43 1 O x 200 mm (8°) SS lag screws Figure 9 base plate Direct Fix Clamp Any MC 3Aa Architectural Glass Vice 316 Concrete - cracked 10M SS threaded rods with 7/2" embedment Figure 10 Bracket Direct Fix Clamp f' a 3.000 psi set Hilti HIT-RE500-SD per ESR-3829 1.77° edge distance. 3Ab Architectural Glass Vice 316 Concrete - cracked 1 O SS threaded rods with 7hI2 embedment Figure 10 Bracket Direct Fix Clamp & ? 3.000 psi set Hilti HIT-RE500-SD per ESR-3829 2.165" edge distance 3Ac Architectural Glass Vice 316 Concrete - uncracked 1 O SS threaded rods with 7h/2 embedment Figure ID Bracket Direct Fix Clamp & a 3,000 psi set Hilti HIT-RE500-SD per ESR-3829 1.77° edge distance 3B Architectural Glass Vice 316 Wood, Hem-Fir, DFL, 10M SS bolts through wood beam with Figure 11 Bracket Direct Fix Clamp SP, SCL Any MC 3°x3/8°x5114" flat bar 3Ca Architectural Glass Vice 316 Wood, DFL, SP, SCL 16 mm SS Lag screws with 6.79" minimum Figure 12 Bracket Direct Fix Clamp Any MC embedment to primary member with 3°x3/8°x5'/4" flat bar 3Cb Architectural Glass Vice 316 Wood, Hem-Fir 16 mm SS Lag screws with 7.5° minimum Figure 12 Bracket Direct Fix Clamp Any MC embedment to primary member with 3"x3/9°x5'14" flat bar 3Cc Architectural Glass Vice 316 Wood, DFL, SP, SCL 16 mm SS Lag screws with 4.89" minimum Figure 12 Bracket Direct Fix Clamp MC :5 19% embedment to primary member with 3°x3/8"x51/4° flat bar 3Cd Architectural Glass Vice 316 Wood, Hem-Fir 16 mm SS Lag screws with 5.41" minimum Figure 12 Bracket Direct Fix Clamp MC :5 19% embedment to primary member with 3"x318°x5'14° flat bar 4 Direct Fix Glass Vice Steel or aluminum M1 SS bolt ASTM F738M or equivalent Figure 13 Vice Duplex 2205 Designed for loads strength with washer and nut, length as required 5 S Bracket Glass Vice 316 Steel or aluminum M10 SS bolt ASTM F738M or equivalent Figure 14 Direct Fix Clamp Designed for loads strength with washer and nut, length as required 6 Architectural Glass Vice 316 Steel or aluminum M1 SS bolt ASTM F738M or equivalent Figure 15 Bracket Direct Fix Clamp Designed for loads strength with washer and nut, length as required. SI: 1 psi = 0.006897 MPa; 1 inch = 25.4 mm ESR-3563 I Most Widely Accepted and Trusted Page 6 of 25 TABLE 2-MOUNTING OPTION I GLASS THICKNESS ALLOWABLE WIND LOAD EQUATIONS FOR MONOLITHIC GLASS Mounting Option Mounting Option Moment strength in-lb 1!.. Glass Wind load Equation psf Glass Wind load Equation psf1 Opt. la 2.076 '- w = 629.19/(BH2) w = 629.19/(BH2) Opt. lb 2,854 ** w = 864.96/(BH2) w = 864.96/(BH2) Opt. Ic 2,769 ** w = 839.2/(BH2) . w = 839.21(BH2) Opt. Id 3,782* w = 1146.03/(BH2) w = 1146.03/(BH2) Opt. le 7,618* w = 310/h2 w = 2307.4/(BH2) Opt. 2 6,342* w = 310/h2 w = I921.8/(BH2) Opt. 3Aa 5,026** . w = 1523.0/(BH2) w = 1523.0/(BH2) Opt. 3Ab 5,386** w = 1632.0/(BH2) w = 1632.0/(BH2) Opt. 3Ac . 6,225* w = 310/h2 w = 1886.4/(BH4) Opt. 3B 10,450* ' w = 310/h2 w = 3166.7/(BH2) Opt. 3Ca 7957* w = 310/h2 w = 2411.2/(BH2) Opt. 3Cb 7,957* w = 3100 w = 2411.2/(BH2) Opt. 3Cc 7957* w = 310/h2 w = 2411.2/(BH2) Opt. 3Cd 7,957* w = 3100 w = 2411.2/(BH2) Opt. 4 8,994* w = 310/h2 w = 2725.4/(BH2) Opt. 5 8,994* w = 310/h2 w = 2725.4/(BH2) Opt. 6 11,045* w = 3100 w = 3347/(BH2) Glass stress - *Check b, ** Check 1/ and I8 w = 310/h2 w = 498.79/h2 SI: for lb-in 1 mm = 0.03937 inches, 1 N = 0.2248 Ibf, 1 MPa= 145 psi; 1 psf= 0.0497 kNlm2; 1 foot = 301 mm Use equations from /8° glass to verify clamp wind load strength for installation with laminated tempered glass. Legend for Table: B = overall width of glass, For '4-inch glass: 2.50 feet s Bma, 15 6.00 feet For 5/8-inch glass: 2.50 feet Bmax 5 6.5625 feet H = For surface mounted option: height from top of deck to top of glass - For fascia mounted option: height from bottom of mounting clamp to top of glass h = glass height w = allowable wind load, psf for ASD. For strength design divide wind load by 0.6. ESR-3563 I Most Widely Accepted and Trusted Page 7 of 25 TABLE 3—ALLOWABLE WIND LOAD FOR LAMINATED TEMPERED GLASS Lite length (inches) Allowable wind load 9!16-inch lam glass 35 inches in height (psf)14 Allowable wind load 5!e-inch lam glass 41 inch in height (psf) 1.3,4 36 62.9 59.3 48 46.3 43.7 60 38.3 40.6 72 30.4 30.4 SI: 1 inch = 25.4 mm; 1 psf = 0.0479 kN/m2 Linear interpolation for lite lengths between those shown is permitted Wind load for glass height less than 35 inches: W = W 16x (2.9167/h)2 Where W9/16 = Allowable wind load for 9/16 laminated tempered glass Wind load for glass height less than 41 inches: W = W518x (3.4167/h)2 Where W5/8 = Allowable wind load for laminated tempered glass Wind load is limited to the lesser of the glass strength from Table 3 or the Clamp strength from Table 2 of this report. See Footnote 1 in Table 2. TABLE 4—ALLOWABLE GLASS LITE SIZES FOR LAMINATED TEMPERED GLASS Glass thickness Min width (inches) Max width (Inches) Max height (Inches) Min height (inches) 9/16 inch (13.5mm) 36 72 35 12 5/8 inch (15.5mm) 36 72 41 12 SI: 1 inch = 25.4 mm ESR-3563 I Most Widely Accepted and Trusted Page 8 of 25 b RHS Tempered Hand Rail d Cinvinviens & raemnccs (Meft 13J) - '---4Iass Vices Base Clamps H: 12 idmm max. Per wzdIaed Table 2m ESR b: 20 can (.2. -0 can) 1314 itch (.1116, .0)] 34 viMiniuni to 42 lathes maximum acanwaSimig maface Centered at midwidth B: cee Table 2 vi ESR d: See ian4.252o1 ES1 of each glass Ike 4 1 T 213B 2(38 2138 RHS Handrail 10in 4mun 254n 11-I Section B 4 TM. 12 mm dia. I M8x2O mm Countersunk L5EX2 / Plastic Gasket (100x40) one 3mrn&lmrn Date: July. 2014 www.gbSajMccM Scale: Scale 1:1;rft Ptmime .64 9414 6665 b64lgassalcer Glass Vice System for 1/2 Tempered Glass ouft -11 Cede: FIGURE 1 ESR-3563 I Most Widely Accepted and Trusted . Page 9 of 25 RHS Hand Rail 51CWTempered C DaTalcmnccacmctiictSo: .-._S41 Vices Base Clamps It 12 tcI,cami.te numperwiW load Table Zm ESR b:2000n(42..Omm) I314thdI(41I16"..0)l c: 34 rahimn iD 42 idw —Centered at midwidth d. See SOalOfl42.5.2OlESR of each glass lite B:oae Table 2loESR 20B 2138 2135 RHS Handrail I 2nm Section B ' I—n- M8x2O mm Countersunk Screw // ;7. XX TO Ex2I Plastic Gasket (100x40) one X'X~\\N 3mm & 1mm OmI arm axwMa is we PVNJ GIGMS%I* MM MOW f= 00 "M=4 MV01% W~ WOPWAO OrdWM. Or _ I M! Glass 'lice System for 5/8" Tempered Glass FIGURE 2 Scale: Scale 1:1;mto Phone -649046565 kftefacatimearn Code: usol d 25.4mm Ill USE FOR POOL FENCE FALL PROTECTION NOT REQUIRED 6'-6 3/4" MAXIMUM 2'-6' MINI MUM 25mm 2000 mm madmuni 9 5m l(m,., 11Q TTII T VMPD11 (1 Ui 0 U. 116 WDTH 213 WIDTh - 118 WIDTH Glass Vice June 2015 .gsce.com i Scale: Scale 1:25 Phone 46404146565 Frameless Direct Fix MFPPOO- Bracket I aico: DFA I ESR-3563 I Most Widely Accepted and Trusted Page 11 of 25 33/8" 518a lass Vice clamp Concrete Deck /çiiIe 5 114" mInimum concrete depth IOM SS threaded rods inserted4" ¶ into 3/8" x4-II4" deep holes and anchored with Hilti HITR 2500 psi 100 cracked;condition Anchorage strength: oM = 3,322 in-lb Ma = 2,076 in-lb Oflh3tP7flIV.,.i 1G vw i1 ---------------------------- ------ -=- ---- =---=--- .-==-== - oo Jw2OtS wslom Glass Vice (option Ia) MOPP"- Direct Fix -. Fixing Detail Minimum Embedment- Cracked Concrete. wckcoft:DFOI FIGURE 4 ESR-3563 I Most Widely Accepted and Trusted Page 12 of 25 3 3/8 lass Vice clamp Concrete Deck /y.Tile A A 51/4'minin concrete de U) IOM SS. threaded rods inserted 4' into 3/8' x 4-1/4' deep holes and anchored with Hilti HIT-RF. 100 fc 2,500 psi uncracked condition Anchorage strength: øM = 4,567 in-lb Ma = 2,854 in-lb O2 l,wIdi,u làr Oao: Ajw.2D15 iconi Glass Vice (option Ib) Scaw; WO IS Phwe -04 9 414 OM NPPPP'- Direct Fix - Fixing Detail Minimum Embedment- Uncracked Concrete D FO I FIGURE 5 ESR-3563 I Most Widely Accepted and Trusted Page 13 of 25 33I& 518" lass Vice clamp Concrete Deck - Tile 23/8 6 114" minimum concrete depth IOM. SS thseaded rods inserted 5 - into 3/8" x 5-114 deep holes and fc a 2,500 psi anchored with Hilti HIT-RF 100 cracked COfluitlOn Anchorage strength: eM0 = 4,43.1 in-lb M8 = 2,769 in-lb Ot3) ftP7Id S ft Gt,. IS S =0 ..-.=---,_-_--------------.-... .JuTn. Glass Vice (option 1c) I1J Direct Fix - Fixing Detail II Standard Embedment- Uncracked Concrete DFOI FIGURE 6 ESR-3563 I Most Widely Accepted and Trusted Page 14 of 25 3 3I8 518" I Ri {lass Vice clamp Concrete Deck Tile 23/8 6114"minlmurn concrete depth tOM SS threaded rods insetted 5 into 3I' x 5-l/4 deep holes and anchored with Hild £c 2,500 psi HIT-RE NO uncracked condition Anchorage strength:• øM = 6,051 in-lb Ma, = 3,782 in-lb IIeA! Dab: .aie.2O15 ww5biaIceco rn Glass Vice (option Id) sciiis L't if Direct Fix — Fixing Detail Standard Embedment- Uncracked Concrete DFOI FIGURE 7 ESR-3563 I Most Widely Accepted and Trusted Page 15 of 25 3 3/8" 518" 1' Iass Vice clamp Ill Iti I1 141 ,- Concrete Deck ,Tile III 8 1/2" minimum 3 f/8" -. concrete depth Go III IOM SS threaded rods inserted II 7-1/40 into 3180 x 7-1/2° deep holes Ilk A and anchored with Hilti - HIT-RE 100 - t'ca 2,500 psi cracked or uncracked condition Anchorage strength: eM = 12,189 in-lb Ma =7,618ifl"Ib O97 - -- oao; Juno. 2015 Glass Vice (option I e) Scale: scate 1:5 Phwe 464 9 414 6565 Direct Fix - Fixing Detail UpPPw-Maximum Embedment- Concrete - crackedIuncr D FO I FIGURE 8 ESR-3563 I Most Widely Accepted and Trusted Page 16 of 25 64" r.251/35,54. 1 0 61F? E113 0 l3T..Jl Adaptor Base P-41ate 11/Sri I 33/8" -518- C-4 Glass vice clamp Timber decking 10mm x 8" Lag Screws into primaiy Beam-"7 1/4" minimum hole edge distance Anchorage strength: Ma = 6,342 in-lb Ada 0 I I fl LAG Si 10mm OadP Glass Vice (option 2 scat Scala 1:5 I • F 1eSl 55VQU.cQIT, ____ Adaptor Base Plate Detail I19 ' Decking Over Wood Framing - Lag Screws SBOI FIGURE 9 ESR-3563 I Most Widely Accepted and Trusted Page 17 of 25 ljIrii1;:ass vice clamp Tile JI \ ri Concrete IL lilT lOmmx25mnrd( M (3/8"x V) standoff, t MIN CONCI 101M SS threaded rods inserted 7-it" into 3/8"x 7-3I4 deep holes and anchored with Rilti HIT-RE NO Option Anchorage strength: Ma Cracked conc. OMn = 8,042 in-lb w/ 1-3/4" min edge dist Ma = 5,026 in-lb 3Ab Cracked conc. oMn = 8,617 in-lb wl 2-3116" min edge dist Ma = 5,386 in-lb 3Ab Uncracked conc.. øM,,= 9,9601 in-lb w/ 1-3/4" min edge dist Ma = 6,225 in-lb 8dd,.o Dae .2O15 NpPw'- Glass Vice (option 3A) SCUT Architectural Bracket Fixing Detail Bracket Detail - Concrete OukkCaw. A1301 FIGURE 10 ESR-3563 I Most Widely Accepted and Trusted Page 18 of 25 3 1/2" 518' _ a —Glass vice clamp Jack screw - Timber decking r /1.318" ma thickness 3vx3/8ftx5.25 flat ba ' 3x5.25 flat bar standoff a_:L — washer M 10 x length 316 SIS bolt MIN. DOU re BLE 2X8 OR LARGER BEAM Framin Anchorage strength: Ma = 10,450 in-lb - - - - - - Date: .M.2OI5 tw4asvf.m Glass. Vice (option 3B) sto1s MOP-P--- Architectural Bracket Fixing Detail Timber Deck Bolts CKft AB04 FIGURE 11 ESR-3563 I Most Widely Accepted and Trusted Page 19 of 25 .1 31(2" 5/8" Glass vice clamp Jacked Screw - ,- Timber decking ( Maxi-3/4 thick H zo 3"x318"x5.25" flat bar standoff 16mmSS Lag screws ..T 110131111% 3Ca 6.79" Embedment for (DFLJSPISCL) Any MC Ma = 7,957 in-lb 3Cb 750 Embedment for Hem-sr Any MC Ma = 7,957 in-lb 3Cc 4.89" Embedment for (DELIS PISCL) MC5 19 Ma = 7,957 in-lb 3Cd 5.41" Embedment for Hera-fir MC:5 19 Ma = 7,957 in-lb Da June,2OtS vglasstom M111PPIP" Glass Vice (option 3C), Scala: Scale 1:5 Phaft 464 9 414 GSGS Architectural Bracket Fixing Detail Timber Deck Lag Screws ichftcoft: AB05 FIGURE 12 U - ESR-3563 I Most Widely Accepted and Trusted Page 20 of 25 3 318 5!8 Gs Vibe damp / Concrat*.Dec* Opp 9 plional file or other finish rod md w6ith washers lengths as tool from" Anchorage strength: øM = 14,390 in-lb M5 = 8,994 in-lb CU.cd neetra,a,naneciera, - Dae AM2015 www.gbssvice.cwn Glass Vice (option 4) Scaie: S11 4!4O565 .1, Direct kbaslassvim—FIX - Fixing Detail Concrete On Steel Framing iauiacbde. DF01 FIGURE 13 ESR-3563 I Most Widely Accepted and Trusted Page 21 of 25 iass vice option b) I I S Bracket. Fixing Detail Decking On Steel Framing, I SBOI FIGURE 14 ESR-3563 I Most Widely Accepted and Trusted Page 22 of 25 - 3112 LO I' 10mm. 316 Stainless steel bolts or, studs length as required V Diameter spacer Nut to either side of beam thickness as required i etal framing: Steel, Stainless Steel, Aluminum or alloy metal Anchorage strength: øM = 17,672 in-lb M3 = 11,045 in-lb Glass Vice (option 6) SM10c Scab 1:5 Phone- -04 9 414 OW5 I'1 Architectural Bracket Fixing Detail II1 Bracket Detail -Steel ABOI FIGURE 15 -I m z 0 z w C) m -I SE110'A.A Man Wo .240 j J - ESR-3563 I Most Widely Accepted and Trusted Page 24 of 25 Attachment to supporting structure: To wood: #10 Wood screws length as needed for adequate embedment. To stool: #10 Machine orTek screw .2; To CMU or Concrete: 3118' x 2" fl Simpson Strong-Tie Titan Screw LJ FIGURE 17—TERMINATION BRACKET WITHOUT HAND RAIL 0 I \ U' 0 -I. N3 U' Ifttj COW I'.)vtNmO1 P;Maim UY I —;— ______ Ix H C.arn - - 3 F.astuier M6t6 Cswk I IAwd 6 3,.rm Mirk 2 f (13 Z! 0 C m L*1 .200 Redwood Code: GVC 003L 1.000 /IrV E-13 SAN DIEGO REGIONAL I OFFICE USE ONLY HAZARDOUS MATERIALS I RECORD ID #________________________________ a ac IPLANCHECK#(i3C Lo!'l '-I QUESTIONNAIRE I BP DATE_ Business Name Carlsbad By the Sea Retirement Business Contact Joan Johnson Telephone # 760 435 2321 Community Project Address 2807 Ocean Street City Carlsbad State CA Zip Code 92008 APN#760 4352321 Mailing Address 2855 Carlsbad Blvd City Carlsbad StateCA Zip Code 92008 Plan File# 2032350500 Project Contact Joan Johnson Applicant E-mail jojohnson@frontporch.net Telephone # 760 435 2321 rho following questions represent the facility's activities, NOT the specific project description. uiegor: inaicate oy circling me item, wnetner your ousuness will use, process, or store any or tne Toliowing nazara applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives Compressed Gases 6. Oxidizers 10. Cryogenics Flammable/Combustible Liquids 7. Pyrophoncs 11. Highly Toxic or Toxic Materials Flammable Solids 8. Unstable Reactives 12. Radloactives is. It any Corrosives Other Health Hazards None of These. are PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISION (HMD questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Avenue, Suite 110, Si Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: YES NO (for new construction or remodeling projects) 0 f Is your business listed on the reverse side of this form? (check all that apply). 0 lxi Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 E1 Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? 0 6 Will your business store or handle carcinogens/reproductive toxins in any quantity? 0 El Will your business use an existing or install an underground storage tank? 0 Will your business store or handle Regulated Substances (CalARP)? 0 1!J Will your business use or Install a Hazardous Waste Tank System (Title 22, Article 10)? 0 El Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1.320 gallons? (California's Aboveground Petroleum Storage Act). I the answer to any Diego, CA 92123. CalARP Exempt Date Initials CalARP Required Date Initials CaIARP Complete Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD: Any YES* answer requires a stamp froriAPCD 10124 Old Grove Road, San Diego, CA 92131 aocdcom(sdcountv.ca.aov (858) 586-2650). [*No stamp required if 01 Yes gnd03 Yes and Q4-06 No]. The following questions are intended to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive requirements contact APCD. Residences are typically exempt, except - those with more than one building* on the property; single buildings with more than four dwelling units; townhomes; condos; mixed-commercial use; deliberate burns; residences forming part of a larger project. rExcludes garages & small outbuildings.] YES NO 0 IXI Will the project disturb 160 square feet or more of existing building materials? 0 M Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 0 0 (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? 0 0 (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 10 working days prior to commencing asbestos removal. 0 El Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (w.sdaocd.orQ!info/facts/DermitsDdf) for typical equipment requiring an APCD permit. 0 0 (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school boundary Briefly describe business activities Briefly describe proposed project: etirement Community Glass Barrier Replacement Joan Johnson to the best of my knowledge and belie respose made herein are true and correct. FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: FOR OFFICAL USE ONLY: BY: DATE: I I EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD APCD COUNTY-HMD APCD COUNTV.HMD APCD A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. HM-9171 (08/15) County of San Diego - DEH - Hazardous Materials Division INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY Date08.27.2019 Business Name Name Carlsbad By the Sea retirement Comunity Street Address 2855 Carlsbad Blvd Carlsbad CA 92008 Email Address jojohnson©frontporch. net PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) Check all below that are present at your facility: Acid Cleaning Ink Manufacturing Nutritional Supplement! Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining ! Milling Painting! Finishing Battery Manufacturing Manufacturing Paint Manufacturing Biofuel Manufacturing Membrane Manufacturing Personal Care Products Biotech Laboratory (i.e. water filter membranes) Manufacturing Bulk Chemical Storage Metal Casting ! Forming Pesticide Manufacturing! Car Wash Metal Fabrication Packaging Chemical Manufacturing Metal Finishing Pharmaceutical Manufacturing Chemical Purification Electroplating (including precursors) Dry Cleaning Electroless plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacturing Coating (i.e. phosphating) Print Shop Fertilizer Manufacturing Chemical Etching I Milling Research and Development Film /X-ray Processing Printed Circuit Board Rubber Manufacturing Food Processing Manufacturing Semiconductor Manufacturing Glass Manufacturing Metal Powders Forming Soap! Detergent Manufacturing Industrial Laundry Waste Treatment !Storage SIC Code(s) (if known): Brief description of business activities (Production! Manufacturing Operations):______________ no manufacturing Description of operations generating wastewater (discharged to sewer, hauled or evaporated): residential sewer Estimated volume of industrial wastewater to be discharged (gal /day): N I A List hazardous wastes generated (type! volume): N I A Date operation began/or will begin at this location: N I A Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes No If yes, when: Site ContactJoan Johnson TitleExecutive Director Signature Q & 'i2dcU Phone No.760 435 2321 ENCINA WASTWATE AUTHORITY, 6200 Avenida Encinas Carlsbad, CA 92011 (760) 438-3941 FAX: (760) 476-9852 C*O city of Carlsbad CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov PURPOSE This checklist is intended to assist building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their projects. Unless none of the requirements apply, the completed checklist must be included in the building permit application. It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy- related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. A If an item in the checklist is deemed to be not applicable to a project, or is less than the, minimum required by ordinance, an explanation must be provided to the satisfaction of the Building Official. 4 Details on CAP ordinance requirements are available on the city's website. Application Information Project Name/Building Permit No.: Glass Barrier Replacement BP No.: o j Property AddresslAPN: 2807 Ocean Street Carlsbad CA 92008 Applicant Name/Co.: Joan Johnson Carlsbad By The Sea Retirement Community Applicant Address: 2855 Carlsbad Blvd Carlsbad CA 92009 Contact Phone: 760 4352321 Contact Email: jojohnson©frontporch.net Contact information of person completing this checklist (if different than above): Name: Diego Lastres Contact Phone: 6198491080 Company name/address: Cuningham Group Architecture Contact Email:, diastres@cuningham.com 08.27.2019 Applicant Signature: Date: B-50 Page 1 of 3 Revised 04/19 City of Carlsbad Climate Action Plan Consistency Checklist Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project. For residential alterations and additions to existing buildings, contact the building counter for the building permit valuation. Building Permit Valuation (BPV) $ C O, 0T2 0 Construction Type Complete Section(s) Notes: U Residential O New construction IA Alterations: 0 exempt BPV 2t $60,000 1A 1-2 family dwellings and townhouses with attached garages O Electrical service panel upgrade IA only Multi-family dwellings only where interior finishes are removed BPV a $200,000 1A and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed I Nonresidential 0 New construction 113 and 2 C1 Alterations 2 1. Electric Vehicle Charging A Residential New construction and major alterations (or electric panel upgrade)* Please refer to Carlsbad Ordinance CS-349 when completing this section. 0 One and two-family residential dwelling or townhouse with attached garage: 0 One EVSE ready parking space required 0 Exception: 0 Multi-family residential: 0 Exception: Total Parking Spaces Proposed EVSE Spaces Capable Ready Installed Total Calculations: Total EVSE spaces= .10 x Total parking (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x.50 (rounded up to nearest whole number) EVSE other= Total EVSE spaces - EVSE Installed (EVSE other may be Capable, °Ready" or "lnstalled. *Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permit valuation ~! $60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three unitaor more without attached garages), alterations have a building permit valuation ~ $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing stems are proposed. B.D Nonresidential new construction (includes hotelsimotels) 0 Exception:, Total Parking Spaces Proposed EVSE Spaces Capable Ready Installed Total Calculation: Refer to the table below: Total Number of Parking Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces 0-9 1 10-25 2 26-50 4 2 51-75 6 3 76-100 9 5 101-150 12 6 151-200 17 9 201 and over 10 percent of total 50 percent of Required EV Spaces Updated 4/12/2019 2 City of Carlsbad Climate Action Plan Consistency Checklist ovc 2. 0 Transportation Demand Management (TDM) A Ust each proposed nonresidential use and gross floor area (GFA) allocated to each use. B. Employee ADT/1,000 square feet is selected from the table below. Use _________ GFA ____________ Employee ADT for first 1,000 S.F. Employee ADT for each subsequent 1,000 S.F. Total Employee ADT Total If total employee ADT is greater than or equal to 110 employee ADT, a 1DM plan is required. 1DM plan required: Yes 0 No Employee ADT Estimation for Various Commercial Uses ADT for first • ADTI is. Office (all)2 20 20 Restaurant 11 11 Retail3 8 4.5 Industrial 4 3.5 Manufacturing 4 3 Warehousing 4 1 i Unless otherwise noted, rates estimated from ITE Trip Generation Manual, 10"Edition 2 For all office uses, use SANDAG rate of 20 ADT/1 1000 sf to calculate employee ADT Retail uses-include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses may be subject to special consideration Ll Sample calculations: Office: 20,450 sf 1. 20,450 sf/1000 x 20=409 Employee ADT Retail: 9,334 sf First l,000sf=8ADT 9,334 sf- 1,000 sf= 8,334 sf (8,334 sf1 1,000 x 4.5) + 8=46 Employee ADT Updated 4/12/2019 3