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HomeMy WebLinkAbout2501 EL CAMINO REAL; 240; CB143076; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 02-13-2015 Commercial/Industrial Permit Permit No: CB143076 Building Inspection Request Line (760) 602-2725 Job Address: 2501 EL CAMINO REAL CBADSt: 240 Permit Type: Tl Sub Type: COMM Status: ISSUED Applied: 11/07/2014 Entered By: SKS Parcel No: 1563020800 Lot#: 0 Valuation: $145,118.00 Construction Type: 3B Occupancy Group: Reference# Project Title: LUNA GRILL: 2,400 SF SHELL TO Plan Approved: 02/13/2015 Issued: 02/13/2015 Inspect Area Plan Check#: RESTURANT //395 SF OUTDOOR DINING AREA Applicant: IRELAND GENERAL CONTRACTING 15165 CALLE JUANITO SAN DIEGO CA 92129-1008 858-525-2312 Building Permit Add'l Building Permit Fee Plan Check Add'l Building Permit Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee 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 Green Bldg Stands (SB1473) Fee Fire Expedidted Plan Review $788.44 $0.00 $551.91 $0.00 $0.00 $40.63 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $4.00 $1,285.00 Total Fees: $8,140.19 Total Payments To Date: FINAL Inspector: Date: Owner: CMF PCR L L C C/0 WESTFIELD PROPERTY TAX DEPT PO BOX 130940 DEPT WFLD CARLSBAD, CA 92013 Meter Size Add'l Reel. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax {4304193) Traffic Impact Fee (31 05541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee Green Bldg Standards Plan Chk TOTAL PERMIT FEES $8,140.19 Balance Due: VAL ?;/.$ Clearance: $0.00 $0.00 $0.00 $0.00 $2,641.15 $2,437.98 $0.00 $0.00 $0.00 $0.00 $185.00 $89.00 $117.08 $0.00 $0.00 $0.00 $0.00 ?? ?? $8,140.19 $0.00 approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." u 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 6602D(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 ou have reviousl been iven a NOTICE similar to this or s to which the statute of limitations has reviousl otherwise ex ired. ·~ /"1. #">. """"' THE FOLLOWING APPROVAlS REQUIRED PRIOR TO PERMIT ISSUANCE: r~:J~NG ,~ ... l ~GINEERING ~UilOING ~~ ~ALTH Cl HAZMATIAPCD l Plan Check No. 1 cJb / Lf 3 0 7lfJ Cicyof Building Permit Application Est. Value d y ).1 ( Jil -==---1635 Faraday Ave., Carlsbad, CA 92008 Carlsbad Ph: 760-602-2719 Fax: 760-602-8558 Plan Ck. Dpposlt L{l.{ /, 13} I I (--email: building@carlsbadca.gov www.carlsbadca.gov 716 Date ll/1 /1 L/ SWPPP -===-- JOB ADDRESS ;?.-':SO~ ~ El Camino Real SUITEt/SPACE#/UNIT# IAPN z.J-{o ...29ft - - - CT /PROJECT # rOT# IPI!ASE# I # OF UNITS I # BEDROOMS #BATHROOMS I TENANT BUSINESS NAME co;;;;,e I occ.;:;ur luna Grill DESCRIPT10N OF WORK: Include Square Feet of Affected Area(s) ·~;:. Restaurant Tl1. interior jplumbing, electrical, machanical, and framing. 2. exterior facade, patio railing. '7/--f<x:> sf" -}--~'15~~outd;:or d,lf\'"'(f _, ~ I EXISTING USE ~ Nl:-"'d\ .I PROPOSED USE I GARAGE (SF) PATIOS (SF) I DECKS (SF) FIREPLACE J AIR CONDITIONING I FIRE SPRINKLERS unoccupte restaurant YESO# Nq0 YES IZJNoD YEs0 NoD APPUCANT NAME Ross Ireland PROPERTY OWNER NAME Westfield Primary Contact ADDRESS ADDRESS 15165 Calle Juanito 225 Broadway CITY STATE ZIP CITY STATE ZIP San Dieao CA 92129 San Dieao CA 92101 PHONE I FAX PHONE !FAX (858)525-2312 (858)244-7942 (213)272-6839 EMAIL EMAIL ross@lunagrill.com mingram@westfield.com DESIGN PROFESSIONAL AmirTaj CONTRACTOR BUS. NAME Ireland General Contractina ADDRESS ADDRESS 2345 Roscomare Rd. 15165 Calle Juanito CITY STATE ZIP CITY STATE ZIP laAnaeles Ca 90077 San Dieao CA 92129 PHONE I FAX PHONE I FAX (310}497-1839 (858)525·2312 (858)244· 7942 EMAIL EMAIL amirataj@yahoo.com ross@lunagrill.com ~ '1 I -IA<VX-'10 I STATE uc. #20363 STATE UC.# I CLASS I CITY BUS.UC.# , b" -,~ J 893043 B 8288?6~1 .. (Sec. 7031.5 Busrness and Professions Code: Any City or County wh1ch reqUires a perm1t to construct, alter, 1m prove, demolish or repair any structure, pnor to itS 1ssuance, also requires the applicant for such permit to file a signed statement tfiat 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)). Workers' Compensation Declaration: I hereby affirm under penalty of petjury one of the following declarations: D 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. D 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 PermH is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. Policy No. Expiration Date ________ _ J!!i§,section need not be completed if the permH is for one hundred dollars ($100) or less. I!:J 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 lines up fto one hundred thousand dollars (&100,000), in addition to the cost of compensation, as provided in Section of the Labor interest and fees. Ji5 CONTRACTOR SIGNATURE I hereby affirm that lam exempt from Contractor's License Law for the following reason: 0 I, as owner of the property or my employees wilh 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 bu~ding 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 far the purpose of sale). 0 D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contraclt>r's License Law does not apply to an owner of property who builds or improves thereon, and contracts lor such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section Business and Professions Code for this reason: 1, I personally plan to provide the major labor and materials for construction of the proposed property improvement. Oves Do 2. I (have I have nat) 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 I phone I contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supeiVise and provide the major work (include name 1 address I phone I contraclors' 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 I address I phone I type of work): Ji5 PROPERTY OWNER SIGNATURE 0AGENT DATE I certifythatl have read the application and state that the above infonnation is conectand that the infonnation on the plans is accurate. I agree to comply with an Ci1y ordinances and State laws relating to buDding 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 ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTIING OF THIS PERMIT. OSHA: An OSHA penntt is required for excavations over 5'0' deep and demolition or construction of sbuctures over 3 stories in height EXPIRATION: Every penntt issued by the Official under lhe provisions of this Code i null and void ~the buiding or work aulhort:ed by such penni! is not oornmenced within 180 days from the date of such penni! or by such at any time alter the work is oornmenced for a period c~ 180 days (Section 106.4.4 Unifonn Building Code). ,.@$"APPLICANT'S SIGNATURE DATE STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUA.NCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CERTifiCAfE OF OCCUPANCY (Commercial Projects OnlyJ Fax (760) 602-8560, Email building@carlsbadca.govor Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. J CO#: (OIIflce Use Only) (!. 0/5'00 3/ CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY CITY Carlsbad CA PHONE EMAIL OCCUPANTS BUS. LIC. No. DELIVERY OPTIONS PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) v CONTRACTOR (On Pg. 1) v MAIL TO: v CONTACT (Listed above) OCCUPANT (Listed above) I t,J. 3o7(o ASSOCIATEDCB#------------ CONTRACTOR (On Pg. 1) NO CHANGE IN USE I NO CONSTRUCTION CHANGE OF USE I NO CONSTRUCnON 11 14 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 04-28-2015 Certificate of Occupancy Cert of Occ#:C0150031 Permit Type: COFO Related Bldg Permit#: CB143076 Bldg Address: 2501 EL CAMINO REAL CBAD St: 240 Parcel No: 1563020800 Issue Date: 04/28/2015 Occupant Name: LUNA GRILL Contact Name: DAVE SCHROEDER Building Owner: CMF PCR L L C C/0 WESTFIELD PROPERTY TAX DEPT PO BOX 130940 DEPT WFLD CARLSBAD, CA 92013 Description of Use: RESTAURANT Phone#: Phone#: 858-450-1188 Phone#: I certify that this building or portion complies with the California Building Code for the group and division of occupancy and the use for which the proposed occupancy is classified. The above information is true and correct, and I make this statement under penalty of perjury. Signature of Building OfficiaW dR ~ Date FOR DEPARTMENTAL USE ONLY Date Routed ___ _ Occupancy Group: A2 oateff;s Date ____ _ Inspected By ______ _ Date ____ _ Construction Type: 3B ...---Approved~ Approved __ Approved __ Disapproved __ Disapproved __ Disapproved __ Comments: __________________________________________ _ I 0 Permit#: CB143076 Type: Tl Date _ _!r!_specti~!IJ!~m -------·---··----- 04/27/2015 89 Final Combo 04/21/2015 89 Final Combo 04/21/2015 89 Final Combo 04/20/2015 89 Final Combo 04/20/2015 89 Final Combo 04/17/2015 84 Rough Combo 04/17/2015 84 Rough Combo 03/30/2015 33 Service Change/Upgrade 03/19/2015 85 T-Bar 03/18/2015 85 T-Bar 03/16/2015 18 Exterior Lath/Drywall 03/16/2015 23 Gasrr est/Repairs 03/13/2015 17 Interior Lath/Drywall 03/12/2015 44 Rough/Ducts/Dampers 03/03/2015 24 Roughrropout 02/27/2015 17 Interior Lath/Drywall 02/25/2015 44 Rough/Ducts/Dampers 02/20/2015 84 Rough Combo Monday, April 27, 2015 COMM Inspector Act Rl Rl PY AP Rl py NR PB NR Rl PD PA py AP py CA py AP py AP py CA py AP py AP py PA py AP PB PA LUNA GRILL: 2,400 SF SHELL TO RESTURANT II 395 SF OUTDOOR DINING Comments AM PLEASE/ LUNA GRILU COF AM PLEASE/ EMAILING CARD AM/ VM FULL SO COULD NOT CALL FOR CARD AM PLEASE Page 1 of 1 EsGil Corporation In CFartnersliip witli government for Q3ui{aing Safety DATE: 1/16/15 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 14-3076 SET: III PROJECT ADDRESS: 2501 El Camino Real Suite 240 PROJECT NAME: Luna Grill 017-TI D APPLICANT D JURIS. D PLAN REVIEWER D FILE !Z;J The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: [Z;J EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: Telephone #: ) Email: Mail Telephone Fax In Person D REMARKS: By: Doug Moody EsGil Corporation D GA D EJ D MB D PC Enclosures: 1/12/15 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In CJ>artnersfiip witfi qovernment for CJ3uiftfing Safety DATE: 12/4/14 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 14-3076 SET: II PROJECT ADDRESS: 2501 El Camino Real Suite 240 PROJECT NAME: Luna Grill 017-TI ~PLICANT ~,~~RIS. 0 PLAN REVIEWER 0 FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: D EsGil Corporation staff did not advise the applicant that the plan check has been completed. ~ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Ross Ireland Telephone#: 858-525-2312 ;Date contacted: \2-}~(by~ Email: ross@lunagrill.com ~Mail Telephone Fax In Person D REMARKS: By: Doug Moody EsGil Corporation D GA D EJ D MB D PC Enclosures: 11/26/14 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 14-3076 12/4/14 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. These corrections are in response to items not fully addressed or as the result of information provided, the text in bold print indicates the unresolved issue. 2. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. The kitchen plans must be sign. 13. Please provide the structural plans and details for the support of the new WHP indicated on sheet M0.1 in the equipment schedule. No response> 14. Please review the requirements, revise the plans appropriately and imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans. A printing error occurred and the document is illegible only half printed. 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 D City of Carlsbad 14-3076 12/4/14 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 Do111g Moody at Esgil Corporation. Thank you. EsGil Corporation In Partnersfiip witfi government for (}3uiCaing Safety DATE: 11/19/14 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 14-3076 SET: I PROJECT ADDRESS: 2501 El Camino Real Suite 240 PROJECT NAME: Luna Grill 017-TI ~PPLICANT ):1 ~URIS. D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: D EsGil Corporation staff did not advise the applicant that the plan check has been completed. ~ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Ross Ireland Telephone #: 858-525-2312 hoate con~cted:\ l/7D (byf\(ll Email: rbSs(9Aunc~ Jfrl, l 1 ~ ~~ f/1\nail vfelephone Fax In Person U . D REMARKS: By: Doug Moody EsGil Corporation 0 GA 0 EJ 0 MB 0 PC Enclosures: 11/12/14 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 14-3076 11/19/14 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 14-3076 OCCUPANCY: A2 TYPE OF CONSTRUCTION: IIIB ALLOWABLE FLOOR AREA: SPRINKLERS?: Yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 11/7/14 DATE INITIAL PLAN REVIEW COMPLETED: 11/19/14 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad USE: Restaurant ACTUAL AREA: 2407 sf STORIES: 1 HEIGHT: OCCUPANT LOAD: 85 DATE PLANS RECEIVED BY ESGIL CORPORATION: 111/12/14 PLAN REVIEWER: Doug :Moody This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2013 CBC, which adopts the 2012 IBC. 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. 105.4 of the 2012 International 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, specifi!cation section, etc. Be sure to enclose the marked up list when you submit the revised plans. City of Carlsbad 14-3076 11/19/14 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. 1. Please clarify the address for the tenant improvement. The City of Carlsbad permit application indicates the address on the plans is incorrect? 2. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. 3. Provide evidence of Health Department approval (for restaurants), where regulated by the local Health Department. 4. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 1 07.2. • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM FIELD WELDING REQUIRED? 5. Egress from a room through an adjoining room (Section 1 014.2): REMARKS a) Egress shall not pass through kitchens, store rooms, closets or spaces used for similar purposes. 6. Exits should have a minimum separation of one-half the maximum overall diagonal dimension of the building or area served. Section 101 !5.2.1. Where a building is equipped throughout with an automatic sprinkler system, the separation distance may be reduced to one-third of the diagonal. City of Carlsbad 14-3076 11/19/14 7. Note on the plans: "All egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort." Section 1 008.1.9. In lieu of the above, in a Group B, F, M or S occupancies (or places of religious assembly or Group A occupancies having an occupant load of 300 or less), you may note on the plans "Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." This signage is only allowed at the main exit. Section 1 008.1.9.3. 8. Each door in a means of egress from an occupancy of Group A having an occupant load of 50 or more shall not be provided with a latch or lock unless it is panic hardware. Section 1008.1.1 0. 9. Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1011.1. 10. Please revise the plans to show adequate emergency egress liflhting per section 1006.3 of the CBC. 11. Please clarify the single line diagram to show the size and type of transformer. 12. Please correct the plans the transformer is noted to be installed above the ceiling space this is not permitted for transformer greater than 50KVA. Please indicate the location of the new 150 KVA transformer. 13. Please provide the structural plans and details for the support of the new WHP indicated on sheet M0.1 in the equipment schedule. 14. Please review the requirements, revise the plans appropriately and imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans. 15. Please have the principle designer of the envelope alterations sign the PERF-1 forms. 16. Show a level area, or landing, per Section 11 B-404.2.4: a) 260" in the direction of door swing for the door to the women's restroom. 17. Show that the water closet is located in a space which provides: a) A clear space in front of the water closet measuring 60" wiide by 48" in front. Section 11 B-604.3.1. The depth of the room will not provide this clearance. 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. City of Carlsbad 14-3076 11/19/14 Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes 0 No 0 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Doug Moody at Esgil Corporation. Thank you. City of Carlsbad 14-3076 11/19/14 SPECIAL INSPECTION AGREEMENT B-45 Building 1635 Farada 760- www.carlst In accordance with Chapter 17 of the California Building Code the following must be completed when work being~ requires special inspection, structural observation and construction material testin~g. )roject/Permit: __________ _ Project Address: ________________ _ A. THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are C CJ. (If you checked as owner-builder you must also complete Section B of this agreement.) Name: (Please printi----------------------------------- (First) (M.I.) (Last) Mailing Addres"-'----------------------------------- Email~· _____________________ _ Phone: ________ _ I am: DProperty Owner DProperty Owner's Agent of Record DArchitect of Record DEngineer of Rec State of California Registration Numbe · Expiration Date: _____ _ AGREEMENT: I, the undersigned, declare under penalty of perjury under the laws of the State of California, th< understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspecti> observations, construction materials testing and off-site fabrication of building components, as prescribed in th special inspections noted on the approved plans and, as required by the California Building Code. Signature.<_._: ______________________ DatE~: _________ _ B. CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1705). This section must be compl contractor I builder I owner-builder. Contractor's Company Name: __________________ Please check if you are owner-Bui Name: (Please print) (First) (MI.) (Last) Mailing Address: ________________________________ _ Email: ________________________ Phone: ________ _ State of California Contractor's License Number: _______ _ Expiration Date: _____ _ • I acknowledge and, am aware, of special requirements contained in the statement of special inspection the approved plans; • I acknowledge that control will be exercised to obtain conformance with the construction documents ap building official; • I will have in-place procedures for exercising control within our (the contractor's) organization, for the rr frequency of reporting and the distribution of the reports; and • I certify that I will have a qualified person within our (the contractor's) or9anization to exercise such con • I will provide a final report I letter in compliance with CBC Section 1704.1.2 prior to requesting fi inspection. Signature,_: _______________________ Date: _________ _ City of Carlsbad 14-3076 11/19/14 [DO NOT PAY-THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: Doug Moody PLAN CHECK NO.: 14-3076 DATE: 11/19/14 BUILDING ADDRESS: 2501 El Camino Real Suite 240 BUILDING OCCUPANCY: A2 BUILDING AREA Valuation PORTION (Sq. Ft.) Multiplier Tl 2407 60.29 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: El ,£omplete Review 0Repetitive Fee ..... Repeats Comments: D Other D Hourly EsGil Fee Reg. VALUE Mod. 0 Structural Only ($) 145,118 145,118 $789.361 $513.081 $442.041 Sheet 1 of 1 macvalue.doc + DATE: PLAN CHECK REVIEW TRANSMITTAL PROJECT NAME: WESTFIElD lUNA GRill Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov PROJECT ID: PLAN CHECK NO: SET#: ADDRESS: APN: VALUATION: stated This plan check review is complete and has been APPROVED by the ENGINEERING Division. By: A Final Inspection by the Division is required Yes No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: For questions or clarifications on the attached checklist please contact the following reviewer as marked: Gina Ruiz 760-602-4675 Remarks: VaiRay Marshall 760-602-2773 VaiRay.Marshall@carlsbadca.gov Linda Ontiveros 760-602-2773 Cindy Wong 760-602-4662 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov BUILDING PLANCHECK CHECKLIST QUICK-CHECK/APPROVAL Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov ENGINEERING Plan Check for Project Address: Project Description: + ENGINEERING Contact : Phone: RESIDENTIAL INTERIOR RESIDENTIAL ADDITION MINOR (<$20,000.00) CARLSBAD PREMIER OUTLETS OTHER: GYM Date: APN: Valuation: Email: Fax: TENANT IMPROVEMENT . PLAZA CAMINO REAL COMPLETE OFFICE BUILDING r··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-··-.. , OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT BY: DATE: REMARKS: Notification of Engineering APPROVAL has been sent to via on 1 D!:!no 1 nf 1 REV 4/30/11 CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-29 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.!mv DATE: 11/19/2014 PROJECT NAME: Luna Grill PROJECT ID: EIR 09-02/SDP 09-04 PLAN CHECK NO: CB143076 SET#: j,_ ADDRESS: 2501 ECR. Suite 240 AlPN: 156-302-08 cg] This plan check review is complete and has been APPROVED by the Planning Division. By: Jason Goff, Associate Planner (5/.J;;- A Final Inspection by the Planning Division is required DYes 12:~ No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to: ross@lunagrill.com (/~ For questions or clarifications on the attached checklist please contact the following r•~viewer as marked: PLANNING ENGINEERING FIRE lf)REVENTION 760-602-4610 760-602-2750 76i0-602-4665 D Chris Sexton D Kathleen Lawrence D Greg Ryan 760-602-4624 760-602-27 41 760-602-4663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregor~.R~an@carlsbadca.gov D Gina Ruiz D Linda Ontiveros D Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsb!;!dca.gov Linda.OntiverQs@~arlsbadca.gov C~nthia. Wong@carlsbadca.gov ~ Jason Goff (j~ D D Dominic Fieri 760.602-4643 760-602-4664 Jason.Goff@carlsbadca.gov Dominic.Fieri@carlsbadca.gov Remarks: «~ ~· CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL DATE: 2/10/15 PROJECT NAME: luna grill PROJECT ID: ·.t!!.~ Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov ''":1""';b ADDRESS: 2501 ecr Ste-'24o~ tf'"'VR,APN: ,,~(.&~ PLAN CHECK NO: cb143076 SET#: II ~~~f'*'}~ This plan check review is complete and has been APPROVED by the fire Division. By: cwong A Final Inspection by the Division is required [8] Yes D No D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to You may also have corrections from one or more of the divisions list«~d below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: D Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov D Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov D Remarks: 2/10/2015 **APPROVED: D Kathleen Lawrence 760-602-27 41 Kathleen. Lawrence@carlsbadca.gov D D Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov Page 1 of2 D Greg Ryan 760-602-4663 Gregory.Ryan@carlsbadca.gov [gJ Cindy Wong 760 .. 602-4662 Cynthia.Wiong@carlsbadca.gov D Dominic Fieri 760 .. 602-4664 Dominic.Fieri@carlsbadca.gov THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF ABUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. ***Bubble Changes*** 1. Sheet E1.1: Why is there EM in southeast corner of dining room. The EM shall illuminate path of travel as indicated by MOE plan. Where is EM on exterior patio to public way on west end of patio? Why is there EM over freezer and area across from dry storage on west wall? These lights shall be relocated so that appliances do not obstruct light. 2. Sheet E1.4: How is it in the photometric plan that in the back storage~ (north east corner) area where there is no EM lighting a 34.4 is obtained but area near an EM light is 8.4? Prove the calculations. 3. Sheet A6.9.0 shows the heater spec sheet. Where is the patio elevatiion showing the mounting requirements illustrated in plan form? 4. Which sheet is the C02 line shown? Page 2 of2 Carlsbad Fire Department Plan Review Requirements Category: TI , COMM / .. / Date of Report: 02-10-2015 ti r1n / Reviewed by: ( f_/'J l) ~ Name: IRELAND GENERAL CONTRACTING Address: ---L ) / /' Permit#: CB143076 15165 CALLE JUANITO SANDIEGOCA 92129-1008 Job Name: Job Address: LUNA GRILL: 2,400 SF SHELL TO 2501 EL CAMINO REAL CBAD St: 240 INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0008020 [NOT MET] ***Bubble Changes*** 1. Sheet E 1.1: Why is there EM in southeast corner of dining room. The EM shall illuminate path of travel as indicated by MOE plan. Where is EM on exterior patio to public way on west end of patio? Why is there EM over freezer and area across from dry storage on west wall? These lights shall be relocated so that appliances do not obstruct light. 2. Sheet E1.4: How is it in the photometric plan that in the back storage (north east corner) area where there is no EM lighting a 34.4 is obtained but area near an EM light is 8.4? Prove the calculations. 3. Sheet A6.9.0 shows the heater spec sheet. Where is the patio elevation showing the mounting requirements illustrated in plan form? 4. Which sheet is the C02 line shown? Entry: 01/30/2015 By: cwong Action: CO Cond: CON0008039 [MET] **APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 02/10/2015 By: cwong Action: AP /~ .-~ W CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL DATE: 1/30/15 PROJECT NAME: luna grill PROJECT ID: J)~:.h Comml:flblfY'fc~E,c;~nomic Development Deb~lJlA~~~, 1635 Faraday A~n~Ji~ Carlsbad CA 92008 www.carlsbadca.gov PLAN CHECK NO: cb143076 SET#: I ADDRESS:2501 ecr ste 240 APN: D This plan check review is complete and has been APPROVED by the fire Division. By: cwong A Final Inspection by the Division is required IZ! Yes D l\lo [8J This plan check review is NOT COMPLETE. Items missing or inc~orrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to ross@lunagrill.com & USPS You may also have corrections from one or more of the divisions listE~d below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: D Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov D Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov D Remarks: 1/30/15 D Kathleen Lawrence 760-602-27 41 Kathleen.Lawrence@carlsbadca.gov D D Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov Page 1 of2 D Greig Ryan 760-Ei02-4663 Gregory.Ryan@carlsbadca.gov 1:8] Cindy Wong 760-602-4662 Cynthia.Wong@carlsbadca.gov D Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov *.**Bubble Changes*** 1. Sheet E1.1: Why is there EM in southeast corner of dining room. The EM shall illuminate path of travel as indicated by MOE plan. Where is EM on exterior patio to public way on west end of patio? Why is there EM over freezer and area across from dry storage on west wall? These lights shall be relocated so that appliances do not obstruct light. 2. Sheet E1.4: How is it in the photometric plan that in the back storage (north east corner) area where there is no EM lighting a 34.4 is obtained but area nE~ar an EM light is 8.4? Prove the calculations. 3. Sheet A6.9.0 shows the heater spec sheet. Where is the patio elevatic:m showing the mounting requirements illustrated in plan form? 4. Which sheet is the C02 line shown? Page 2 of2 Carlsbad Fire Department Plan Review Requirements Category: Tl , COMM Date of Report: 01-30-2015 Name: Address: Permit#: CB143076 IRELAND GENERAL CONTRACTING 15165 CALLE JUANITO SAN DIEGO CA 92129-1008 Job Name: LUNA GRILL: 2,400 SF SHELL TO Job Address: 2501 EL CAMINO REAL CBAD St: 240 INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0007827 [NOT MET] .t? 3 IE& ,... ........ ·----~ --1 ----~---...... nprr:rw 1 tHPf aw qu 9 i I I I I i2 2 THE REF 2 3 57? 3 Jf IF DB a hiGli QF BUilsiHNEi PER'toHiil Cond: CON0008020 [NOT MET] ***Bubble Changes*** 1. Sheet E 1.1: Why is there EM in southeast comer of dining room. The EM shall illuminate path of travel as indicated by MOE plan. Where is EM on exterior patio to public way on west end of patio? Why is there EM over freezer and area across from dry storage on west wall? These lights shall be - w. relocated so that appliances do not obstruct light. 2. Sheet E 1.4: How is it in the photometric plan that in the back storage (north east comer) area where there is no EM lighting a 34.4 is obtained but area near an EM light is 8.4? Prove the calculations. 3. Sheet A6.9.0 shows the heater spec sheet. Where is the patio elevation showing the mounting requirements illustrated in plan form? 4. Which sheet is the C02 line shown? Entry: 01/30/2015 By: cwong Action: CO CARlSBAD FIRE DEPARTMENT EXPEDITED PlAN CHECK REQUEST I, _____ _:o_::•m• am requesting 'Expedited Plan Check Services' and understand I will be levied an additional fee assessed at the rate of $90.00 dollars per hour plus $25.00 dollars administration fee. I understand that my plans shall not be released until all fees are paid. 1, Yow the applicant, am solely responsible for all fees due should the project be withdrawn or otherwise not completed. And by signing below I acknowledge that my plans shall be forwarded by the City of Carlsbad to an independent contractor/consultant. I, acknowledge that the 'first review' time for all expedited Fire plan reviews will be ten-(10} business days from date of submittal. These additional day <:Iecount for acceptance and delivery of your plans and then the parcel return to our office if recommended for approval. I, the applicant, acknowledges that corrected or revised plans shall be sent directly to the plan checker, at the address specified on the Correction list, at my cost, parcel post or other means. I, acknow~edge that a turn-around time for re-submittals is five-(5) business days from the date plans are received at the address specified by the plan checker on the Correction List. Once all corrections are made, your plans are then returned to the Carlsbad Fire Department with a '{Recommendation for Approval" based solely on the adopted Codes and Standards. This is not an approval. Your plans are then forwarded to the Carisbad Fire Department, and once your plans are received by our office they are subject to an additional review to ensure conformance with Carlsbad Municipal Code. This additional review is subject to an additional review period of seven-{7) 'Government Business' days from date that we receive the plans from the plan reviewer. The Carlsbad Fire Department does not perform 'Over-the-counter1 plan review services. Plans submitted to the Carlsbad Fire Department for review by CFD staff shall be checked on a 'first come, first served' basis and could take 10 days or more for 'First' review. ~ NO L{/ 7/2-ol?f Copy to Building and Fire Prevention file Revised 10/15/2012 BLl)G, DE,PT COP yage 1 of6 RECOMMENDATION FOR APPROVAL Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 T. (760) 724-7001 Email: kitfire@sbcglobal.net APPLICANT: Ross Ireland PROJECT NAME: Luna Grill Checked by: Daryl Kit James Date: January 26, 2014 JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 2501 El Camino Real Ste 240 PROJECT DESCRIPTION: CB143076 2,400ill Interior T.l. for Restaurant including kitchen, restrooms and dining area. Installation of Millwork and furniture. Install new ceiling. 395 Outdoor dining COMMENTS EACH SHEET IN THE PLANS MUST BE STAMPED AND SIGNED BY THE PERSON RESPONSIBLE FOR THEIR PREPARATION, EVEN IF THERE ARE NO STRUCTURAL CHANGES. BUSINESS AND PROFESSIONS CODE. V' Address number 2501 and Suite number 240 must appear on all sheets throughout the plan check set. V'AO.OO V'Sheet Index Revise sheet numbers to match number and sheet titles throughout the plan check set. Add Sheets S-6 and E1.4 to the Index. V'PROJECT DIRECTORY & DATA Project Name & Address There appears to be a discrepancy between the suite number shown on the Building Permit Application and Sheet A0.0.1. Please indicate the correct suite number on the Title Sheet and on the Enlarged Site Plan. V'Building Construction Type Verify V-B as the construction type. V'Verify lease Area. Coordinate area size of indoor tenant space and patio area with occupancy table listed under Occupancy Group as shown on A0.0.1, A1.0.1, K-1 and K-2, etc. V'Occupancy Group: Denote adjacent tenant occupancy groups and occupancy separation requirements. V"Note: Minimum one-hour separation required between tenant spaces. V'Occupancy Table The dining area size of the indoor tenant space and the patio area size differs from the Lease Area shown on scaled drawings A0.0.1, A 1.0.1 A 1.0.2 and K-2. Page 2 of6 Occupant load(s) must be based on fixed seating shown on A0.0.1, A1.0.1 A1.0.2 and K-2. VDeferred Submittals Provide the Following List of Deferred Submittals Fire Sprinkler System -2013 CFC 903 and 2013 NFPA 13. Fire Alarm System-2013 CFC 907 including CFC 907.2 sections specific to occupancy groups and 2013 NFPA 72 tV Hood & Duct Extinguishing System-Add: UL300 hood & duct Ansul R102 extinguishing system shall be designed in accordance with CFC Sections 904.11, 609 and 2009 NFPA 17 A UL 300 hood & duct exhaust and extinguishing system plans to include, but not be limited to, manufacturer's Installation & service manual, plans providing designed details and dimensions of appliances, height of nozzles above cooking surfaces. Hood & duct extinguishing system in accordance with manufacturer's Installation & Service Manual. V' Add Notes That Read As Follows: -Fire Alarm System {Interconnection of Hood Suppression System) Fire alarm system plans shall be submitted to Carlsbad fire department for approval prior to any work being conducted. Location of fire alarm panel, operation and sequence of fire alarm devices and hood suppression system shall comply with Carlsbad Fire Department Requirements, 2013 CFC 907 and 2013 NFPA 72 -A C-16 licensed fire protection contractor shall perform all fire sprinkler system work. A C-1 0 licensed fire alarm contractor shall perform ali fire alarm system work. No fire protection system work shall be performed without fire dept. approved plans. -The type, rating and number of fire extinguishers shall comply with 2013 CFC, section 906.3. A minimum of three (or more) properly spaced fire extinguishers rated at 2A-1 OBC are required for dining area, kitchen and other areas. Maximum Travel distance to fire extinguishers shall not exceed 75 feet. All fire extinguishers shall be mounted in accessible and yisible location, not to exceed 5 feet above finished floor to top of extinguisher. The kitchen requires a class K fire extinguisher installed within 30 feet of cooking appliances. CFC 906. V'A0.01 Provide a North Directional Arrow Provide a scaled drawing Indicate correct suite number Verify lease area and coordinate with AO.O.O, A 1.0.1 and K-2. Denote Patio Area VA0.02 Fire Department Notes Finishes Note C· Revise CBC Chapter 7 to Chapter 8. Exiting Notes Revise code section references. Denote 2013 CBC sections. Interior Notes Revise code section references. Denote 2013 CBC sections. A1.0.0 tV Floor Plan Provide a secondary exit from Dining Area. Show two paths of egress from outdoor dining area to the public way. Provide symbol for rated walls on Floor Plan Legend with references to details. Denote minimum one-hour tenant separation on Floor Plan. Page 3 of6 Denote 2A 1 OBC fire extinguisher in dining area and Type K in the kitchen. See Notes 9 & 10 on this sheet. Relocate Type 2A 1 OBC Fire Extinguisher To Be Conspicuously Located Along Normal Paths Of Travel Where They Will Be Readily Accessible And Immediately Available In The Event Of A Fire. Relocate Type K Fire Extinguisher To Be Within 30-Feet Of Cooking Hazard. Occupancy Load Table The area sizes of indoor tenant space and patio area that differs from the stated Lease Area shown on scaled drawings A0.0.1, A1.0.1 A1.0.2 and K-2. VFioor Plan Legend All symbols must match walls shown on floor plan. A1.0.1 SQ. FT. & Occupancy Table 01' Clarify 1 sr Level 01'0ccupancy/Egress Plan Provide a secondary exit from Dining Area. Where two exits are required, denote the distance between exits. CBC 1015.2.1 Address cooler door obstruction of Exit Door 2. Show path of egress and travel distance from Exit Door 2 to a public way. Denote doors equipped with panic hardware. CBC 1008.1.10 Denote the exit designated as the Main Exit and address CBC1008.1.9.3 Denote location of an occupant load sign CBC 1004.3 Show and obstructions such as gates or walls from outdoor dining area to the public way. Show reference to note 9 on egress plan Notes Notes 1, 3, & 4 Revise code section references. Denote 2013 code sections. Remove reference to Group A Occupancy. Group A2 occupants shall not egress through Door 2 Note 9: Revise maximum occupancy to 68. Replaced by another note. 01'A1.02 Coordinate fixture-seating layout with MEP and K Sheets. Path of egress to Door 2 shall not indicate a path to Door 2 from dining area. 01'A1.03 Door Schedule Add a secondary exit door equipped with panic hardware in dining area. Door 1A-Verify that Notes 5 & 17 are not applicable and remove. VNote 18 Bi-Swing Kitchen Door Verify the size of the view panel or window shall be not less than 200 square inches. 01'A1.2.0 Page 4 of6 RCP Denote emergency light fixtures throughout the path of egress to exit doors in dining area, including main exit door. (Subject to field inspection for approval) ~A1.2.0 Finish Notes Revise occupancy classification from A-3 to A-2. Provide specifications and California state fire marshal listings or other acceptance criteria for flame spread and smoke developed index for wall finish material. CBC 803 Provide specifications and California state fire marshal listings or other acceptance criteria for flame spread and smoke developed index for decorative materials. CFC 807. Provide acceptance criteria for faux brick panels and any other wall finish, ceiling finish and decorative materials. ~ A2.0.0 & A3.0 Verify the size of the view panel or window shall be not less than 200 square inches. 5/A2.0.0 Denote location of safety/tempered glass ~A4.0.4 Rated wall details to include ICC evaluation report #, UL Listing or reference to Item number in 2013 CBC Table 721.1 (2). Revise rating to 2-Hour in accordance with UL 411 ~A6.0.Q Revise reference to 17/A6.7.0 as well as references showing x.x.x ~A6.2.0 Revise references to details ~ A6.3.0 & A6.3.1 Denote location of safety/tempered glass ~A6.7.0 Identify rated wall details and include ICC evaluation report#, UL Listing or reference to Item number in 2013 CBC Table 721.1(2). ~E1.1 Denote emergency light fixtures throughout the path of egress to exit doors in dining area, including main exit door area. CBC 1006.3 Include circuit and listing information for lighting units that cover the cooking equipment. ve1.2 Denote location of switch for hood lights. Clarify that Fire Protection System is not included under CB143076. ~E1.4 Photometric Plan Page 5 of6 Provide a photometric plan. Indicate means of egress illumination that illustrates illumination levels of not less than 1 foot-candle at the walking surface throughout the Means of Egress System, which consists of the Exit Access, Exit and Exit Discharge. The exit access is that portion of the means of egress system that consists of all floor areas that lead from usable spaces within the building to the exit or exits serving that floor area. Exit access begins at the furthest points within each room or space and ends at the entrance to the exit, that portion of the means of egress system between the exit access and the exit discharge or public way. esc 1006.2. V'E1.3 Imprint Carlsbad Policy 80-6 on to roof plan. Provide a note that Intent 8 (Fireman Safety) will be maintained on previously approved roofs or provided on roofs of new buildings. V'M0.1 U.L. Exhaust Notes & Specifications Update Note 6 and note regarding Fire Department approval Code references. See 201 ~~ CMC. V'M0.2 Typical Kitchen Hood Exhaust Detail Update code section reference from CMC 513.10 to 513.11. The make-up air/supply air units listed on Sheet K-7.1 are not shown on the mechanical schedule. Refer to 2013 CMC, Section 608. This provision applies to air-moving systems (AHU's/HVAC Units) supplying air in excess of 2,000 CFM Are all new and existing air-moving systems (AHU's/HVAC Units) supplying air in excess of 2,000 CFM equipped with duct smoke detectors in accordance with 2013 CFC, Section 907.3.1 and 2013 CMC, Section 609? Revise the drawings and notes accordingly and clarify how the installing contractor intendeds to achieve compliance with the code sections cited above. V'P0.1 General Notes-Realign notes 17-27. V'P1.3 All gas piping located in interior space or on roof shall be labeled every 20 feet and every change of direction with labels that read 'Natural Gas". This includes gas piping to Kitchen Cooking equipment and Gas Water heater. Add note: Gas meter shall be identified with sign indicating address (Luna Grill) that meter serves. CPC 1209.6. V'K1 Project Data Coordinate building area with AO.O.O (1 ,980 s.f.) V'K-3 Describe shelving storage conditions including dimensions, maximum height to the top of storage, ceiling height and aisle widths. Show on K floor plans. Denote all Items on applicable K floor plans. Page 6 of6 Add this note: Ansul R102 system is for reference only and is not to be reviewed under C8143076. Ansul R102 system will be submitted as a Deferred Submittal. ®f"K-8 Verify that Gas fryer will be installed no closer than 16" from open flames of an adjacent appliance or comply with CMC 515.1.1.4. END OF COMMENTS Daryl K James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 CORRECTION LIST 3 T. (760) 724-7001 Email: kitfire@sbcglobal.net Page 1 of6 Checked by: Daryl Kit James Date: January 15, 2014 APPLICANT: Ross Ireland PROJECT NAME: Luna Grill JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 2501 El Camino Real Ste 240 PROJECT DESCRIPTION: CB143076 2,4001tl Interior T.l. for Restaurant including kitchen, restrooms and dining area. Installation of Millwork and furniture. Install new ceiling. 395 Outdoor dining RgsUBMIUAL INSTRUCTIONS TO AVOID DELAY IN EXfEQlTJ;Q RECHECK SERVIC§S • PLEASE SUBMIT A COMPLETE PLAN CHECK SET. • Corrections or modifications to the plans r:nust be clouded and provided with numb43red deltas and revision dates. • Provide a written response following each comment, On This Correction List, explaining how and where each plan review comment has been addressed. • Provide a copy of Building Department (EsGil) comments. Input fire revisions onto the Building Dept. plan check. • Please direct any questions regarding this review to: Daryl K. James 7€)0-724-7001 or kitfire@sbcg lobal. net ., COMMENTS MUST BE SUBMITTED DIRECTLY TO THE FOLLOWING ADDRESS DARYL K. JAMES & ASSOCIATES, INC. 205 COLINA TERRACE VISTA, CA 92084 PLEASE DO NOT REQUIRE MY SIGNATURE TO ACCEPT DELIVERY OF REVISED PLANS COMMENTS GENERAL-Responses may generate additional comments EACH SHEET IN THE PLANS MUST BE STAMPED AND SIGNED BY THE PERSON RESPONSIBLE FOR THEIR PREPARATION, EVEN IF THERE ARE NO STRUCTURAL CHANGES. BUSINESS AND PROFESSIONS CODE. ~BER 2501 AND SUITE NUMBER 240 MUST APPEAR ON All SHEETS THROUGHOUT THE P_lAN CH~ SET. Ali sheets updated with=correct address~ AO.OO ~/Sheet Index Revise sheet numbers to match number and sheet titles throughout the plan check set. ADD SHEETS S-6 AND E1 TO THE INDEX. to PROJECT DIRECTORY & DATA Project Name & Address Page 2 of6 There appears to be a discrepancy between the suite number shown on the Building Pennit Application and Sheet A0.0.1. Please indicate the correct suite number on the Title Sheet and on the Enlarged Site Plan. Dr'~ Building Construction Type Verify V-B as the construction type. ,>)Verify lease Area. Coordinate area size of indoor tenant space and patio area with occupancy table listed under Occupancy Group as shown on A0.0.1, A1.0.1, K-1 and K-2, etc. r::l Occupancy Group: Denote adjacent tenant occupancy groups and occupancy separation requirements. Note: Minimum one-hour separation required between tenant spaces. Occupancy Table ~"''The dining area size of the indoor tenant space and the patio area size differs from thB Lease Area shown on scaled drawings A0.0.1, A 1.0.1 A 1.0.2 and K-2. OCCUPANT LOAD(S} MUST BE BASED ON t~ED SEAT,lliQ SHOWN ON AOJU, A'l.0.1 A1.0.2 load Deferred Submittals Provide the Following List of Deferred Submittals Fire Sprinkler System-2013 CFC 903 and 2013 NFPA 13. Fire Alarm System -2013 CFC 907 including CFC 907.2 sections specific to occupatncy groups and 2013 NFPA 72 Hood & Duct Extinguishing System-Add: UL300 hood & duct Ansul R102 extinguishing system shall be designed in accordance with CFC Sections 904.11, 609 and 2009 NFPA 17A. UL 300 hood & duct exhaust and extinguishing system plans to include, but not be limited to, manufacturer's Installation & service manual, plans providing designed details and dimensions of appliances, height of nozzles above cooking surfaces. Hood & duct extinguishing system in accordance with manufacturer's Installation & Service Manual. ::/Add Notes That Read As Follows: -Fire Alarm System (Interconnection of Hood Suppression System) Fire alarm system plans shall be submitted to Carlsbad fire department for approval prior to any work being conducted.. Location of fire alarm panel, operation and sequence of fire alarm devices and hood suppression system shall comply with Carlsbad Fire Department Requirements, 2013 CFC 907 and 2013 NFPA 72 -A C-161icensed fire protection contractor shall perform all fire sprinkler system work. A C-10 licensed fire alarm contractor shall perform all fire alarm system work. No fire protection systt~m work shall be performed without fire dept. approved plans. Page 3 of6 -The type, rating and number of fire extinguishers shall comply with 2013 CFC, section 906.3. A minimu_m of three (or more) properly spaced fire extinguishers rated at 2A-1 OBC are required for dining area, kttchen and other areas. Maximum Travel distance to fire extinguishers shall not exceed 75 feet. All fire extinguishers shall be mounted in accessible and visible location, not to exceed 5 feet above finished floor to top of extinguisher. The kitchen requires a class K fire extinguisher installed within 30 feet of cooking appliances. CFC 906. r/A0.01 Provide a North Directional Arrow Provide a scaled drawing Indicate correct suite number Verify lease area and coordinate with AO.O.O, A1.0.1 and K-2. Denote Patio Area e;1' A0.02 Fire Department Notes Finishes Note C-Revise CBC Chapter 7 to Chapter 8. Exiting Notes Revise code section references. Denote 2013 CBC sections. Interior Notes Revise code section references. Denote 2013 CBC sections. A1.0.0 Floor Plan Provide a secondary exit from Dining Area. Show two paths of egress from outdoor dining area to the public way. Provide symbol for rated walls on Floor Plan Legend with references to details. Denote minimum one-hour tenant separation on Floor Plan. r/Denote 2A 1 OBC fire extinguisher in dining area and Type K in the kitchen. See Notes 9 & 10 on this sheet. travel-shown on sheet A1.0.1. LOCATED ALONG ACCE:SSIBLE AND move path of RElOCATE K FIRE EXTINGUISHER TO OF COOKING !HAZARD. Extinguisher closer to the cook line-shown on sheet Occupancy Load Table The area sizes of indoor tenant space and patio area that differs from the stated Lease Area shown on scaled drawingsA0.0.1, A1.0.1 A1.0.2 and K-2. OCCU.f.ANT lOPJ)lS} JiYIUST BE !MSED ON FIX~ATING SHOWN ON A0.0.1, A1.0.1 A1.0.2 AND K-2. Corrected with sheet AO.O.O Floor Plan Legend All symbols must match walls shown on floor plan. A1.0.1 SQ. FT. & Occupancy Table Clarify 1sT Level OCCUPANT lOAD{S) MUST BE BASED ON FIXED S.~ATtMG Corrected with sheet AO.O.O Occupancy/Egress Plan Provide a secondary exit from Dining Area. Where two exits are required, denote the distance between exits. CBC 1015.2.1 Address cooler door obstruction of Exit Door 2. Page 4 of6 Show path of egress and travel distance from Exit Door 2 to a public way. Denote doors equipped with panic hardware. CBC 1008.1.10 Denote the exit designated as the Main Exit and address CBC1008.1.9.3 Denote location of an occupant load sign CBC 1004.3 Show and obstructions such as gates or walls from outdoor dining area to the public way. SHOW REFERENCE TO NOTE 9 ON EGRESS PLAN in dinning room by main Notes 1, 3, & 4 Revise code section references. Denote 2013 code sections. Remove reference to Group A Occupancy. Group A2 occupants shall not egress through Door 2 Note 9: Revise maximum occupancy to 68. Replaced by another note. (~'"'A1.02 Coordinate fixture-seating layout with MEP and K Sheets. Path of egress to Door 2 shall not indicate a path to Door 2 from dining area. u' A1.03 Door Schedule Add a secondary exit door equipped with panic hardware in dining area. Door 1A-Verify that Notes 5 & 17 are not applicable and remove. Note 18 Bi-Swing Kitchen Door Verify the size of the view panel or window shall be not less than 200 square inches. l'l'A1.2.0 RCP Denote emergency light fixtures throughout the path of egress to exit doors in dining are~a, including main exit door. (Subject to field inspection for approval) A1.2.0 Finish Notes Revise occupancy classification from A-3 to A-2. PROVIDE SPECIFICATIONS AND CALIFORNIA STATE FIRE MARSHAL LISTIN13S OR OTHER ACCEPTANCE CRITERiA FOR FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR WAll FINISH MATERIAl AND CORNER GUARDS. CBC 803 PROVIDE SPECIFICATIONS AND CALIFORNIA STATE fiRE MARSHAL LISTINGS OR OTHER ACCEPTANCE CRITERIA FOR SPREAD AND SMOKE DEVELOPED INDEX FOR DECORATIVE MATERIALS. CFC 807. ACOUSTICAL CEILINGS CBC 808. ClARIFY WHERE SILESTONE IS APPLICABlE. PROVIDE ACCEPTANCE CRITIERIA FOR FAUX BRICK PANELS AND ANY OTHEH WAll FIN!SJt. CEILING FINISH AND DECORATIVE MATERIALS. Brick cut~sheets added to information packet. All other items were cleared. Page 5 of6 J/ A2.0.0 & A3.0 Verify the size of the view panel or window shall be not less than 200 square inches. 5/A2.0.0 Denote location of safety/tempered glass c/' A4.0.4 Rated wall details to include ICC evaluation report #, UL Listing or reference to Item number in 2013 CBC Table 721.1 (2). Revise rating to 2-Hour in accordance with UL 411 ''i''A6.0.0 Revise reference to 17/A6.7.0 as well as references showing x.x.x cf} A6.2.0 Revise references to details rj' A6.3.0 & A6.3.1 Denote location of safety/tempered glass t;;;lA6.7.0 Identify rated wall details and include ICC evaluation report #, UL Listing or reference to Item number in 2013 CBC Table 721.1(2). E1.1 Denote emergency light fixtures throughout the path of egress to exit doors in dining area, including main exit door area. CBC 1006.3 Include circuit and listing information for lighting units that cover the cooking equipment. E1.2 Denote location of switch for hood lights. Clarify that Fire Protection System is not included under CB143076. E1.4 Photometric Plan Provide a photometric plan. Indicate means of egress illumination that illustrates illumination levels of not less than 1 foot-candle at the walking surface throughout the Means of Egress System, which consists of the Exit Access, Exit and Exit Discharge. The exit access is that portion of the means of egress system that consists of all floor areas that lead from usable spaces within the building to the exit or exits serving that floor area. Exit access begins at the furthest points within each room or space and ends at the entrance to the exit, that portion of the means of egress system between the exit access and the exit discharge or public way. CBC 1006.2. Page 6 of6 Imprint Carlsbad Policy 80-6 on to roof plan. Provide a note that Intent 8 (Fireman Safety) will be maintained on previously approved roofs or provided on roofs of new buildings. M0.1 U.L. Exhaust Notes & Specifications Update Note 6 and note regarding Fire Department approval Code references. See 2013 CMC. M0.2 Typical Kitchen Hood Exhaust Detail Update code section reference from CMC 513.1 0 to 513.11. The make-up air/supply air units listed on Sheet K-7.1 are not shown on the mechanical schedule. Refer to 2013 CMC, Section 608. This provision applies to air-moving systems (AHU's/HVAC Units) supplying air in excess of 2,000 CFM Are all new and existing air-moving systems (AHU's/HVAC Units) supplying air in excess of 2,000 CFM equipped with duct smoke detectors in accordance with 2013 CFC, Section 907.3.1 and 2013 CMC, Section 609? Revise the drawings and notes accordingly and clarify how the installing contractor intendeds to achieve compliance with the code sections cited above. P0.1 General Notes-Realign notes 17-27. c:I'P1.3 All gas piping located in interior space or on roof shall be labeled every 20 feet and E!very change of direction with labels that read 'Natural Gas". This includes gas piping to Kitchen Cooking equipment and Gas Water heater. Add note: Gas meter shall be identified with sign indicating address (Luna Grill) thatt meter serves. CPC 1209.6. K1 Project Data Coordinate building area with AO.O.O (1 ,980 s.f.) K-3 Describe shelving storage conditions including dimensions, maximum height to the top of storage, ceiling height and aisle widths. Show on K floor plans. Denote all Items on applicable K floor plans. K7 Addthis note: Ansul R102 system is for reference only and is not to be reviewed under C8143076. Ansul R1 02 system will be submitted as a Deferred Submittal. K-8 Verify that Gas fryer will be installed no closer than 16" from open flames of an adjacent appliance or comply with CMC 515.1.1.4. END OF COMMENTS Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 CORRECTION LIST 3 T. (760) 724-7001 Email: kitfire@sbcglobal.net Page 1 of6 Checked by: Daryl Kit James Date: January 15. 2014 APPLICANT: Ross Ireland PROJECT NAME: Luna Grill JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 2501 El Camino Real Ste 240 PROJECT DESCRIPTION: CB143076 2,400$ Interior T.l. for Restaurant including kitchen, restmoms and dining area. Installation of Millwork and furniture. Install new ceiling. 395 Outdoor dining RESUBNIITTALlNSTRUCTIONSTO AVOID DELAY IN EXPEDITEDRECHECKSERVICES • PLEASE SUBMIT A COMPLETE PLAN CHECK SET. • Corrections or modifications to the plans musfbe Clouded and provided with numb1ered deltas and revision dates. • Provide a written response following each comment, On This Correction List, explaining how and where each plan review comment has been addressed. • Provide a copy of Building Department (EsGil) comments. Input fire revisions onto the Building Dept. plan check. • Please direct any questions regarding this review to: Daryl K. James 760-724-7001 or kitfire@sbcglobal.net " COMMENTS MUST BE SUBMITTED DIRECTLY TO THE FOLLOWING ADDRESS DARYL K. JAMES & ASSOCIATES, INC. 205 COLINA TERRACE VISTA, CA 92084 PLEASE DO NOT REQUIRE MY SIGNATURE TO ACCEPT DELIVERY OF REVISED PLANS COMMENTS GENERAL -Responses may generate additional comments EACH SHEET IN THE PLANS MUST BE STAMPED AND SIGNED BY THE PERSON RESPONSIBLE FOR THEIR PREPARATION, EVEN IF THERE ARE NO STRUCTURAL CHANGES. BUSINESS AND PROFESSIONS CODE. ADDRESS NUMBER 2501 AND SUITE NUMBER 240 MUST APPEAR ON ALL SHEETS THROUGHOUT THE PLAN CHECK SET. VSheet Index Revise sheet numbers to match number and sheet titles throughout the plan check set. ADD SHEETS S-6 AND E1.4 TO THE INDEX. VPROJECT DIRECTORY & DATA Project Name & Address Page 2 of6 There appears to be a discrepancy between the suite number shown on the Building Permit Application and Sheet A0.0.1. Please indicate the correct suite number on the Title Sheet and on the Enlarged Site Plan. t.I'Building Construction Type Verify V-B as the construction type. ~Verify lease Area. Coordinate area size of indoor tenant space and patio area with occupancy table listed under Occupancy Group as shown on A0.0.1, A 1.0.1, K-1 and K-2, etc. ~Occupancy Group: Denote adjacent tenant occupancy groups and occupancy separation requirements. ~Note: Minimum one-hour separation required between tenant spaces. Occupancy Table ~The dining area size of the indoor tenant space and the patio area size differs from the Lease Area shown on scaled drawings A0.0.1, A1.0.1 A1.0.2 and K-2. OCCUPANT LOAD(S) MUST BE.BASED ON FIXED SEATING SHOWN ON A0.0.1, A1.0.1 A1.0.2 AND K~2. VDeferred Submittals Provide the Following List of Deferred Submittals Fire Sprinkler System -2013 CFC 903 and 2013 NFPA 13. Fire Alarm System-2013 CFC 907 including CFC 907.2 sections specific to occupancy groups and 2013 NFPA 72 t.I'Hood & Duct Extinguishing System-Add: UL300 hood & duct Ansul R102 extinguishing system shall be designed in accordance with CFC Sections 904.11, 609 and 2009 NFPA 17 A. UL 300 hood & duct exhaust and extinguishing system plans to include, but not be limited to, manufacturer's Installation & service manual, plans providing designed details and dimensions of appliances, height of nozzles above cooking surfaces. Hood & duct extinguishing system in accordance with manufacturer's Installation & Service Manual. ~Add Notes That Read As Follows: -Fire Alarm System (Interconnection of Hood Suppression System) Fire alarm system plans shall be submitted to Carlsbad fire department for approval prior to any work being conducted. Location of fire alarm panel, operation and sequence of fire alarm devices and hood suppression system shall comply with Carlsbad Fire Department Requirements, 2013 CFC 907 and 2013 NFPA 72 -A c~ 16 licensed fire protection contractor shall perform all fire sprinkler system work. A C-1 0 licensed fire alarm contractor shall perform all fire alarm system work. No fire protection system work shall be performed without fire dept. approved plans. Page 3 of6 -The type, rating and number of fire extinguishers shall comply with 2013 CFC, section 906.3. A minimum of three (or more) properly spaced fire extinguishers rated at 2A-1 OBC are required for dining area, kitchen and other areas. Maximum Travel distance to fire extinguishers shall not exceed 75 feet. All fire extinguishers shall be mounted in accessible and visible location, not to exceed 5 feet above finished floor to top of extinguisher. The kitchen requires a class K fire extinguisher installed within 30 feet of cooking appliances. CFC 906. V'A0.01 Provide a North Directional Arrow Provide a scaled drawing Indicate correct suite number Verify lease area and coordinate with AO.O.O, A 1.0.1 and K-2. Denote Patio Area V'A0.02 Fire Department Notes Finishes Note C-Revise CBC Chapter 7 to Chapter 8. Exiting Notes Revise code section references. Denote 2013 CBC sections. Interior Notes Revise code section references. Denote 2013 CBC sections. A1.0.0 Floor Plan V'Provide a secondary exit from Dining Area. V'Show two paths of egress from outdoor dining area to the public way. V'Providesymbol for rated walls on Floor Plan Legend with references to details. V'Denote minimum one-hour tenant separation on Floor Plan. V'Denote 2A10BC fire extinguisher in dining area and Type Kin the kitchen. See Notes 9 & 10 on this sheet. RELOCATE TYPE 2A10BC FIRE EXTINGUISHER TO BE CONSPICUOUSLY LOCATED ALONG NORMAL PATHS OF TRAVEL WHERE THEY WILL BE READILY ACCE:SSIBLE AND IMMEDIATELY AVAILABLE IN THE EENT OF A FIRE. RELOCATE TYPE K FIRE EXTINGUISHER TO BE WITHIN 30 FEET OF COOKING HAZARD. Occupancy Load Table The area sizes of indoor tenant space and patio area that differs from the stated Lease Area shown on scaled drawings A0.0.1, A 1.0.1 A 1.0.2 and K-2. OCCUPANT LOAD{S) MUST BE BASED ON FIXED SEATING SHOWN ON A0.0.1, A'L0.1 A1.0.2 AND K~2. V'Fioor Plan Legend All symbols must match walls shown on floor plan. A1.0.1 SQ. FT. & Occupancy Table V' Clarify 1ST Level OCCUPANT LOAD(S) MUST BE BASED ON FIXED SEATING a/Occupancy/Egress Plan Provide a secondary exit from Dining Area. Where two exits are required, denote the distance between exits. CBC 1015.2.1 Address cooler door obstruction of Exit Door 2. Show path of egress and travel distance from Exit Door 2 to a public way. Denote doors equipped with panic hardware. CBC 1008.1.10 Denote the exit designated as the Main Exit and address CBC1 008.1.9.3 Denote location of an occupant load sign CBC 1004.3 Page 4 of6 Show and obstructions such as gates or walls from outdoor dining area to the public way. SHOW REFERENCE TO NOTE 9 ON EGRESS PLAN a/Notes Notes 1, 3, & 4 Revise code section references. Denote 2013 code sections. Remove reference to Group A Occupancy. Group A2 occupants shall not egress through Door 2 Note 9: Revise maximum occupancy to 68. Replaced by another note. V'At.02 Coordinate fixture~seating layout with MEP and K Sheets. Path of egress to Door 2 shall not indicate a path to Door 2 from dining area. V'A1.03 Door Schedule Add a secondary exit door equipped with panic hardware in dining area. Door 1A-Verify that Notes 5 & 17 are not applicable and remove. V' Note 18 Bi~Swing Kitchen Door Verify the size of the view panel or window shall be not less than 200 square inches. vA1.2.o RCP Denote emergency light fixtures throughout the path of egress to exit doors in dining area, including main exit door. (Subject to field inspection for approval) A1.2.0 Finish Notes a/Revise occupancy classification from A-3 to A-2. PROVIDE SPECIFICATIONS AND CALIFORNIA STATE FIRE MARSHAL LISTINGS OR OTHER ACCEPTANCE CRITERIA FOR FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR WALL FINISH MATERIAL AND CORNER GUARDS. CBC 803 PROVIDE SPECIFICATIONS AND CALIFORNIA STATE FIRE MARSHAL LISTINGS OR OTHER ACCEPTANCE CRITERIA FOR FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR DECORATIVE MATERIALS. CFC 807. ACOUSTICAL CEILINGS CBC 808. CLARIFY WHERE SILESTONE IS APPLICABLE. PROVIDE ACCEPtANCE CRITERIA FOR FAUX BRICK PANELS AND ANY OTHER V\IALL FINISH, CEILING FINIS~f AND DECORATiVE MATERIALS. Page 5 of6 ®/ A2.0.0 & A3.0 Verify the size of the view panel or window shall be not less than 200 square inches. 5/A2.0.0 Denote location of safety/tempered glass ®/A4.0.4 Rated wall details to include ICC evaluation report #, UL Listing or reference to Item number in 2013 CSC Table 721.1 (2). Revise rating to 2-Hour in accordance with UL 411 ®/A6.0.0 Revise reference to 17/A6.7.0 as well as references showing x.x.x ®/ A6.2.0 Revise references to details ®/ A6.3.0 & A6.3.1 Denote location of safety/tempered glass ®/ A6.7.0 Identify rated wall details and include ICC evaluation report#, UL Listing or reference to Item number in 2013 esc Table 721.1(2). ®/E1.1 Denote emergency light fixtures throughout the path of egress to exit doors in dining area, including main exit door area. esc 1006.3 Include circuit and listing information for lighting units that cover the cooking equipment. ®/E1.2 Denote location of switch for hood lights. Clarify that Fire Protection System is not included under CS143076. ®/E1.4 Photometric Plan Provide a photometric plan. Indicate means of egress illumination that illustrates illumination levels of not less than 1 foot-candle at the walking surface throughout the Means of Egress System, which consists of the Exit Access, Exit and Exit Discharge. The exit access is that portion of the means of egress system that consists of all floor areas that lead from usable spaces within the building to the exit or exits serving that floor area. Exit access begins at the furthest points within each room or space and ends at the entrance to the exit, that portion of the means of egress system between the exit access and the exit discharge or public way. esc 1006.2. ®/E1.3 Imprint Carlsbad Policy 80-6 on to roof plan. Provide a note that Intent S (Fireman Safety) will be maintained on previously approved roofs or provided on roofs of new buildings. Page 6 of6 V'M0.1 U.L. Exhaust Notes & Specifications Update Note 6 and note regarding Fire Department approval Code references. See 2013 CMC. V'M0.2 Typical Kitchen Hood Exhaust Detail Update code section reference from CMC 513.10 to 513.11. The make-up air/supply air units listed on Sheet K-7.1 are not shown on the mechanical schedule. Refer to 20~ CMC, Section 608. This provision applies to air-moving systems (AHU's/HVAC Units) supplying air in excess of 2,000 CFM Are all new and existing air-moving systems (AHU's/HVAC Units) supplying air in excess of 2,000 CFM equipped with duct smoke detectors in accordance with 2013 CFC, Section 907.3.1 and 2013 CMC, Section 609? Revise the drawings and notes accordingly and clarify how the installing contractor intendeds to achieve compliance with the code sections cited above. V'P0.1 General Notes-Realign notes 17-27. V'fjd All gas piping located in interior space or on roof shall be labeled every 20 feet and every change of direction with labels that read 'Natural Gas". This includes gas piping to Kitchen Cooking equipment and Gas Water heater. Add note: Gas meter shall be identified with sign indicating address (Luna Grill) that meter serves. CPC 1209.6. V'K1 Project Data Coordinate building area with AO.O.O (1 ,980 s.f.) V'K-3 Describe shelving storage conditions including dimensions, maximum height to the top of storage, ceiling height and aisle widths. Show on K floor plans. Denote all Items on applicable K floor plans. V'!Q Add this note: Ansul R102 system is for reference only and is not to be reviewed under CB143076. Ansul R1 02 system will be submitted as a Deferred Submittal. V'K:§ Verify that Gas fryer will be installed no closer than 16" from open flames of an adjacent appliance or comply with CMC 515.1.1.4. END OF COMMENTS Page 1 of6 CORRECTION LIST Daryl K. James & Associates, Inc. 205 Colina Terrace Checked by: Daryl K1it James Date: November 15. 2014 Vista, CA 92084 T. (760) 724-7001 Email: kitfire@sbcglobal.net APPLICANT: Ross Ireland PROJECT NAME: Luna Grill JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 2501 El Camino Real Ste 240 PROJECT DESCRIPTION: CB143076 2,4001tl Interior T.l. for Restaurant including kitchen, restrooms and dining area. Installation of Millwork and furniture. Install new ceiling. 395 Outdoor dining RESUBMITTAL INSTRUCTIONS TO AVOID DELAY IN EXPEDITED RECHECK SERVIICES • Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. • Provide a written response following each comment, On This Correction List, explatining how and where each plan review comment has been addressed. • Provide a copy of Building Department (EsGil) comments. Input fire revisions onto the Building Dept. plan check. • Please direct any questions regarding this review to: Daryl K. James 760-724-7001 or kitfire@sbcglobal. net • COMMENTS MUST BE SUBMITTED DIRECTLY TO THE FOLLOWING ADDRESS DARYL K. JAMES & ASSOCIATES, INC. 205 COLINA TERRACE VISTA, CA 92084 PLEASE DO NOT REQUIRE MY SIGNATURE TO ACCEPT DELIVERY OF REVISED PLANS COMMENTS GENERAL -Responses may generate additional comments EACH SHEET IN THE PLANS MUST BE STAMPED AND SIGNED BY THE PERSON RESPONSIBLE FOR THEIR PREPARATION, EVEN IF THERE ARE NO STRUCTURAL CHANGES. BUSINESS AND PROFESSIONS CODE. AO.OO Sheet Index Revise sheet numbers to match number and sheet titles throughout the plan check set. List all sheets in the index. PROJECT DIRECTORY & DATA Project Name & Address Page 2 of6 Revise address numbers and indicate suite number on AO.OO as well as on all sheets throughout the plan check set. There appears to be a discrepancy between the suite number shown on the Building Permit Application and Sheet A0.0.1. Please indicate the correct suite number on the Title Sheet and on the Enlarged Site Plan. Building Construction Type Verify V-B as the construction type. Lease Area Verify lease Area. Coordinate area size of indoor tenant space and patio area with occupancy table listed under Occupancy Group as well as A0.0.1, A1.0.1, K-1 and K-2. Occupancy Group: Denote adjacent tenant occupancy groups and occupancy separation requirements. Note: Minimum one-hour separation required between tenant spaces. Occupancy Table Coordinate area size of indoor tenant space and patio area with Lease Area as well as A0.0.1, A 1.0.1 and K-2. Occupant load(s) shall be based on fixed seating. See A1.02 Fixture Plan. Deferred Submittals Provide the Following List of Deferred Submittals Fire Sprinkler System-2013 CFC 903 and 2013 NFPA 13. Fire Alarm System-2013 CFC 907 including CFC 907.2 sections specific to occupancy groups and 2013 NFPA 72 Hood & Duct Extinguishing System-UL300 hood & duct Ansul R102 extinguishing system shall be designed in accordance with CFC Sections 904.11, 609 and 2009 NFPA 17 A. UL 300 hood & duct exhaust and extinguishing system plans to include, but not be limited to, manufacturer's Installation & service manual, plans providing designed details and dimensions of appliances, height of nozzles above cooking surfaces. Hood & duct extinguishing system in accordance with manufacturer's Installation & Service Manual. Add Notes That Read As Follows: -Fire Alarm System (Interconnection of Hood Suppression System) Fire alarm system plans shall be submitted to Carlsbad fire department for approval prior to any work being conducted. Location of fire alarm panel, operation and sequence of fire alarm devices and hood suppression system shall comply with Carlsbad Fire Department Requirements, 2013 CFC 907 and 2013 NFPA 72 -A C-16 licensed fire protection contractor shall perform all fire sprinkler system work. A C-10 licensed fire alarm contractor shall perform all fire alarm system work. No fire protection system work shall be performed without fire dept. approved plans. -The type, rating and number of fire extinguishers shall comply with 2013 CFC, section 906.3. A minimum of three (or more) properly spaced fire extinguishers rated at 2A-1 OBC are required for dining area, kitchen and other areas. Maximum Travel distance to fire extinguishers shall not exceed 75 feet. All fire extinguishers shall be mounted in accessible and visible location, not to exceed 5 feet above finished floor to top of extinguisher. The kitchen requires a class K fire extinguisher installed within 30 feet of cooking appliances. CFC 906. A0.01 Provide a North Directional Arrow Provide a scaled drawing Indicate correct suite number Verify lease area and coordinate with AO.O.O, A1.0.1 and K-2. Denote Patio Area A0.02 Exiting Notes Revise code section references. Denote 2013 CBC sections. Interior Notes Revise code section references. Denote 2013 CBC sections. A1.0.0 Floor Plan Provide a secondary exit from Dining Area. · Show two paths of egress from outdoor dining area to the public way. Denote 2A 1 OBC fire extinguisher in dining area and Type K in the kitchen. Provide symbol for rated walls on Floor Plan Legend with a references to details. Denote minimum one-hour tenant separation on Floor Plan. Floor Plan Legend All symbols must match walls shown on floor plan. A1.0.1 SQ. FT. & Occupancy Table Clarify 1 sr Level Occupant load(s) shall be based on fixed seating. See A1.02 Fixture Plan. Occupancy/Egress Plan Page 3 of6 Provide a secondary exit from Dining Area. Address egress through intervening rooms. CBC 1004.2 (4). Where two exits are required, denote the distance between exits. CBC 1015.2.1 Address cooler door obstruction of Exit Door 2. Show path of egress and travel distance from Exit Door 2 to a public way. Denote doors equipped with panic hardware. CBC 1008.1.10 Denote the exit designated as the Main Exit and address CBC1 008.1.9.3 Denote location of an occupant load sign CBC 1004.3 Show and obstructions such as gates or walls from outdoor dining area to the public way. Notes Notes 1, 3, & 4 Revise code section references. Denote 2013 code sections. Note 9: Revise maximum occupancy to 68. A1.02 Coordinate fixture-seating layout with MEP and K Sheets. A1.03 Door Schedule Add a secondary exit door equipped with panic hardware in dining area. Note 18 Bi-Swing Kitchen Door Verify the size of the view panel or window shall be not less than 200 square inches. A1.2.0 Finish Notes Revise occupancy classification from A-3 to A-2. Page 4 of6 Provide specifications and California State Fire Marshal listings· or other acceptance criteria for flame spread and smoke developed index for wall finish material and corner guards. CBC 803 Provide specifications and California State Fire Marshal listings or other acceptance criteria for flame spread and smoke developed index for decorative materials. CFC 807. Acoustical Ceilings CBC 808. A2.0.0 & A3.0 Verify the size of the view panel or window shall be not less than 200 square inches. 5/A2.0.0 Denote location of safety/tempered glass A4.0.4 Rated wall details to include ICC evaluation report #, UL Listing or reference to Item number in 2013 CBC Table 721.1 (2). A6.0.0 Revise reference to 17/A6.7.0 as well as references showing x.x.x A6.2.0 Revise references to details A6.3.0 & A6.3.1 Denote location of safety/tempered glass A6.7.0 Identify rated wall details and include ICC evaluation report #, UL Listing or reference to Item number in 2013 CBC Table 721.1 (2). E1.1 Denote emergency light fixtures throughout the path of egress to exit doors in dining area. Include circuit and listing information for lighting units that cover the cooking equipment. E1.2 Denote location of switch for hood lights. Photometric Plan Provide a photometric plan. Indicate means of egress illumination that illustrates illumination levels of not less than 1 foot-candle at the walking surface throughout the Means of Egress System, which consists of the Exit Access, Exit and Exit Discharge. The exit access is that portion of the means of egress system that consists of all floor areas that lead from usable spaces within the building to the exit or exits serving that floor area. Exit access begins at the furthest points within each room or space and ends at the entrance to the exit, that portion of the means of egress system between the exit access and the exit discharge or public way. CBC 1006.2. Page 5 of6 E1.3 Imprint Carlsbad Policy 80-6 on to roof plan. Provide a note that Intent 8 (Fireman Safety) will be maintained on previously approved roofs or provided on roofs of new buildings. M0.1 U.L. Exhaust Notes & Specifications Update Note 6 and note regarding Fire Department approval Code references. See 2013 CMC. M0.2 Typical Kitchen Hood Exhaust Detail Update code section reference from CMC 513.1 0 to 513.11. The make-up air/supply air units listed on Sheet K-7.1 are not shown on the mechanical schedule. Refer to 2013 CMC, Section 608. This provision applies to air-moving systems (AHU's/HVAC Units) supplying air in excess of 2,000 CFM Are all new and existing air-moving systems (AHU's/HVAC Units) supplying air in excess of 2,000 CFM equipped with duct smoke detectors in accordance with 2013 CFC, Section 907.3.1 and 2013 CMC, Section 609? Revise the drawings and notes accordingly and clarify how the installing contractor intendeds to achieve compliance with the code sections cited above. P0.1 General Notes-Realign notes 17-27. P1.3 All gas piping located in interior space or on roof shall be labeled every 20 feet and every change of direction with labels that read 'Natural Gas". This includes gas piping to Kitchen Cooking equipment and Gas Water heater. Add note: Gas meter shall be identified with sign indicating address (Luna Grill) that meter serves. CPC 1209.6. K1 Project Data Coordinate building area with AO.O.O (1 ,980 s.f.) K-3 Describe shelving storage conditions including dimensions, maximum height to the top of storage, ceiling height and aisle widths. Show on K floor plans. Denote all Items on applicable K floor plans. K7 Add this note: Ansul R102 system is for reference only and is not to be reviewed under CB143076. Ansul R1 02 system will be submitted as a Deferred Submittal. Page 6 of6 Verify that Gas fryer will be installed no closer than 16" from open flames of an adjacent appliance or comply with CMC 515.1.1.4. END OF COMMENTS LOWEn LEVEL PARKR~G HL HK ""' MF.I ME MO MB < MA Specifications: Regency Faux Panels® Stacked Stone Panels Material: Polyurethane Overall Size: 49" Wide x 25" High x 2" Thick Coverage Size: 42" Wide x 24" High Coverage: Approx. 7.00 sq. ft. Weight: Approx. 9 lbs 15 oz each Suggested Amount of Caulk 1 GllJie: 1 tube per 4 panels Exterior Use: Weather Proof, near zero UV degradation Interior Use: Highly Durable, increases R-value Minimum Order Quantity: 4 panels Random Rock Panels Material: Polyurethane Overall Size: 49" Wide x 25" High x 2" Thick Coverage Size: 42" Wide x 24" High Coverage: Approx. 7.00 sq. ft. Weight: Approx. 11 lbs each Suggested Amount of Caulk I Glue: 1 tube per 4 panels Exterior Use: Weather Proof, near zero UV degradation Interior Use: Highly Durable, increases R-value Minimum Order Quantity: 4 panels . Comprehensive Strength at 10% ' Deflection Abrasion Resistance Urethane Technical Information i ADTM D 695 ASTM D 1242 Method A, 1 000 Revolutions, 10 lb ; load number 80 TP aluminum oxide grit thickness loss in MILS 7.1 , percentage thickness loss 3 HOOVER TREATED WOOD PRODUC CERTIFICATION for PYRO-GUARD&> Interior Fire Retardant Treated Wood PART 1-GENERAL 1.01 PRODUCT INDENTIFICATION A. Lumber and plywood bearing the PYRO-GUARD® mark has a flame spread rating of25 or less (Class A) wh<en tested in accordance with ASTM E 84, "Standard Test Method for Surface Burning Characteristics of Building Materials". PYRO- GUARD® fire retardant treated wood shows no evidence of significant progressive combustion when the test is extended for an additional20 minute period. In addition, the flame front shall not progress more than 1 O'h feet beyond the certterline of the burners at any time during the test. The flamespread and smoke developed index for each species and product are classified by Underwriters Laboratories Inc. (UL). B. PYRO-GUARD® Fire retardant treated wood is manufactured under the independent third party inspection of Underwriters Laboratories Inc. (UL) Follow-Up Service and each piece shall bear the UL classified mark indicating the extended 30 minute ASTM E 84 test. C. PYRO-GUARD'¥l shall be labeled kiln dried after treatment (KDAT). Timber Products Inspection, Inc. (TP) shall monitor the process and the TP mark shall appear on the label. D. PYRO-GUARD® shall be produced in accordance with ICC Evaluation Service Report 1791 (ESR-1791) latest version. E. PYRO-GUARD® meets the performance requirements of A WPA Ul, Commodity Specification H for Use Category UCFA and AWPA C20/C27 (Type A, HT). F. PYRO-GUARD® is listed on the Department of Defense (DoD) Qualified Products List (QPL) and meets the requirements of MIL-L-19140-E as a Type 1 fire retardant treatment for lumber and plywood. PART 2-PRODUCTS 2.01 FIRE RETARDANT TREATMENT A. Treatment shall be PYRO-GUARD® manufactured by Hoover Treated Wood Products, Inc. B. Structural performance of PYRO-GUARD® fire retardant treated wood has been evaluated in accordance with ASTM D 5664 for lumber and ASTM D 5516 for plywood. Evaluation of plywood data is in accordance with ASTM D 6305. Evaluation of lumber data is in accordance with ASTM D 6841. The resulting design value and span rating adjustments are published in ICC Evaluation Report ESR-1791, which includes evaluation of high temperature (HT) strength testing for roof applications. C. PYRO-GUARD® is an Interior "Type A" fue retardant with individual surface burning characteristics for tht: species and products listed under UL Certifications. D. PYRO-GUARD® Interior fire retardant treated wood is kiln dried after treatment (KDAT) to maximum moisture content of 19% for lumber and 15% for plywood. E. PYRO-GUARD® does not contain VOC's, urea-formaldehyde, or formaldehyde, halogens, sulfates, chlorides, or ammonium phosphate. F. Plywood treated with PYRO-GUARD® shall be manufactured under US Product Standard PS 1 or PS 2. Panels shall have a minimum bond durability of Exposure I. G. Grade marked lumber treated with PYRO-GUARD® shall be in accordance with PS 20. PART 3-EXECUTION 3.01 INSTALLATION A. PYRO-GUARD® fire retardant treated wood used in structural applications shall be installed in accordance with the conditions and limitations listed in ESR-1791 as issued by the ICC Evaluation Service, Inc. B. PYRO-GUARD® fire retardant treated wood shall be installed in compliance with the requirements of the applicable building codes and product recommendations. C. PYRO-GUARD® shall not be installed in areas where in service it is exposed to precipitation, direct wetting, or condensation. D. As with untreated wood, avoid exposure to precipitation during shipping, storage or installation. Apply a water resistive barrier or underlayment over dry sheathing as soon as practical to avoid any precipitation on the panel. Panels that get wet should be allowed to dry before covering or be replaced. DISCLAIMER OF LIABILITY FOR RELIANCE ON INFORMATION PROVIDED BY HOOVER TREATED WOOD PRODUCTS, INC.: The infonnation contained herein is true and accurate to the best of our knowledge, but is provided without warranty or guarantee. Since the conditions of use are beyond our control, Hoover Treated Wood Products, Inc. ("Hoover") disclaims all liability and assumes no legal responsibility for damages resulting from use of or reliance upon the infonnation contained herein. PGD_CERT_04_15_14 HOOVER TREATED WOOD PRODUC SPECIFICATION for PYRO-GUARD0? Interior Fire Retardant Treated Wood PART 1-GENERAL 1.01 PRODUCT INDENTIFICATION A. Lumber and plywood bearing the PYRO-GUARD® mark has a flame spread rating of25 or less (Class A) when tested in accordance with ASTM E 84, "Standard Test Method for Surface Burning Characteristics of Building Materials". PYRO- GUARD® fire retardant treated wood shows no evidence of siguificant progressive combustion when the test is extended for an additional20 minute period. In addition, the flame front shall not progress more than 1 OV:. feet beyond the centerline of the burners at any time during the test. The flamespread and smoke developed index for each species and product are classified by Underwriters Laboratories Inc. (UL). B. PYRO-GUARD® Fire retardant treated wood is manufactured under the independent third party inspection of Underwriters Laboratories Inc. (UL) Follow-Up Service and each piece shall bear the UL classified mark indicating the exltended 30 minute ASTM E 84 test, C. PYRO-GUARD® shall be labeled kiln dried after treatment (KDAT). Timber Products Inspection, Inc. (TP) shall monitor the process and the TP mark shall appear on the label. D. PYRO-GUARD® shall be produced in accordance with ICC Evaluation Service Report 1791 (ESR-1791) latest version. E. PYRO-GUARD® meets the performance requirements of A WP A Ul, Commodity Specification H for Use Category UCF A and A WPA C20/C27 (Type A, HT). F. PYRO-GUARD® is listed on the Department of Defense (DoD) Qualified Products List (QPL) and meets th<' requirements of MIL-L-19140-E as a Type 1 fire retardant treatment for lumber and plywood. PART 2-PRODUCTS 2.01 FIRE RETARDANT TREATMENT A. Treatment shall be PYRO-GUARD® manufactured by Hoover Treated Wood Products, Inc. B. PYRO-GUARD® is an Interior "Type A" fue retardant with individual surface burning characteristics for the species and products listed under UL Certifications. C. Structural performance of PYRO-GUARD® fire retardant treated wood has been evaluated in accordance wilth ASTM D 5664 for lumber and ASTM D 5516 for plywood. Evaluation of plywood data is in accordance with ASTM D 6305. Evaluation oflumber data is in accordance with ASTM D 6841. The resulting design value and span rating adjustments are published in ICC Evaluation Report ESR-1791, which includes evaluation of high temperature (HT) strength testing for roof applications. D. PYRO-GUARD® Interior fire retardant treated wood is kiln dried after treatment (KDAT) to maximum moisture content of 19% for lumber and 15% for plywood. E. PYRO-GUARD® does not contain VOC's, urea formaldehyde or formaldehyde, halogens, sulfates, chlorides, or ammonium phosphate. F. Plywood treated with PYRO-GUARD® shall be manufactured under US Product Standard PS lor PS 2. Panels shall have a minimum bond durability of Exposure 1. G. Grade marked lumber treated with PYRO-GUARD® shall be in accordance with PS 20. PART 3-EXECUTION 3.01 INSTALLATION A. PYRO-GUARD® fire retardant treated wood used in structural applications shall be installed in accordance with the conditions and limitations listed in ESR -1791 as issued by the ICC Evaluation Service, Inc. B. PYRO-GUARD® fire retardant treated wood shall be installed in compliance with the requirements of the applicable building codes and product recommendations. C. PYRO-GUARD® shall not be installed in areas where in service it is exposed to precipitation, direct wetting, or condensation. D. As with untreated wood, avoid exposure to precipitation during shipping, storage or installation. Apply a water resistive barrier or underlayment over dry sheathing as soon as practical to avoid precipitation on the panel. Panels that get welt should be allowed to dry before covering, or be replaced DISCLAIMER OF LIABILITY FOR RELIANCE ON INFORMATION PROVIDED BY HOOVER TREATED WOOD PRODUCTS, INC.: The information contained herein is true and accurate to the best of our knowledge, but is provided without warranty or guarantee. Since the conditions of use are beyond our control, Hoover Treated Wood Products, Inc. ("Hoover") disclaims all liability and assumes no legal responsibility for damages resulting from use of or reliance upon the information contained herein. PGD_SPEC_04_15_14 ICC~ES Evaluation Report www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 DIVISION: 06 00 00-WOOD, PLASTICS, AND COMPOSITES Section: 06 05 73.33-Fire-Retardant Wood Treatment REPORT HOLDER: HOOVER TREATED WOOD PRODUCTS, INC. 154 WIRE ROAD THOMSON, GEORGIA 30824 (706) 595-7355 www.frtw.com EVALUATION SUBJECT: PYRO-GUARD® FIRE-RETARDANT -TREATED WOOD 1.0 EVALUATION SCOPE Compliance with the following codes: • 2012, 2009 and 2006 International Building Code® (IBC) • 2012, 2009 and 2006 International Residential Code® (IRC) Properties evaluated: • Surface-burning characteristics: flame spread, smoke developed index, significant progressive combustion • Structural • Corrosion • Hygroscopicity • Thermal barrier (roof and floor applications) • Component of fire-resistance-rated assemblies 2.0 USES PYRO-GUARD® fire-retardant-treated wood is used in areas not exposed to the weather or wetting where the code permits the use of wood or fire-retardant-treated wood. 3.0 DESCRIPTION 3.1 General: PYRO-GUARD® fire-retardant-treated wood is lumber and plywood that is pressure impregnated with the fire retardant chemical PYRO-GUARD®. PYRO-GUARD® fire-retardant-treated wood is dried after treatment to 19 percent moisture content (MC) for lumber and 15 percent moisture content (MC) for plywood. PYRO- GUARD® fire-retardant chemical and fire-retardant-treated lumber and plywood are produced in accordance with an approved quality control procedure. ESR-1791 Reissued December 1, 2013 This report is subject to renewal December 1, 2015. A Subsidiary of the lntematiom~l Code Council® PYRO-GUARD® treated lumber of the following species is recognized as being fire-retardant-treated wood: Southern pine Douglas fir Hem-fir SpruCE!-pine-fir (SPF) Western hemlock Lodgepole pine Ponderosa pine Alpine fir Balsam fir White fir Red spruce White spruce Jack pine Black spruce Engelmann spruce PYRO-GUARD® treated plywood fabricated with face and back veneers of the following sp,ecies is recognized as being fire-retardant-treated wood: Southern pine Lauan Douglas fir 3.2 Surface Burning Characteristiics: PYRO-GUARD® fire-retardant-treate'd wood has a flame- spread index of 25 or less and a smoke-developed index of 450 or less when tested in accordance with ASTM E84 or UL 723, and shows no evidence of significant progressive combustion when the test is continued for an additional 20-minute period. Additionally, the flame front does not progress more than 101/2 feet (3200 mm) beyond the centerline of the burners at any time during the test. Refer to Section 2303.2 of the IBC and Section R802.1.3 of the IRC. 3.3 Structural Strength: The effects of the PYRO-GUARD® chemical treatment on the strength of the treated lumber and plywood must be accounted for in the design of the wood members and their connections. Load duration factors greater than 1.6 are not permitted. The structural performance of PYRO-GUARD® fire- retardant-treated wood has been evaluated using ASTM 05516 for plywood and ASTM 05664 for lumber. Maximum loads and spans for plywood have been developed following ASTM Practice 06305. Design value adjustments for lumber have been developed following ASTM Practice 06841. 3.3.1 Lumber: The base design values for untreated lumber found in the American Wood Council's National Design Specification (NOS) Supplement: Design Values for Wood Construction, 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 qf the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright© 2013 Page 1 of7 ESR-1791 I Most Widely Accepted and Trusted must be modified by the factors in Table 2 for the applicable species, use and property. Southern pine and Douglas fir have been evaluated for use in roof framing and must be subjected to the adjustments indicated in Table 2 for roof framing. Other softwood species noted in Section 3.1 must be subjected to the design adjustments indicated in Table 2 for service temperatures up to 100°F (38°C). 3.3.2 Plywood: Southern Pine and Douglas fir plywood have been evaluated for use as roof sheathing to temperatures of 170°F (77° C) in accordance with ASTM D5516 and ASTM D6305. Table 1 provides maximum loads and spans which modify the untreated panel spans for roof applications by thickness and construction. The adjusted loads are applicable to the species noted in Section 3. 1 of this report. 3.4 Corrosion: The corrosion rate of aluminum, carbon steel, galvanized steel, copper or red brass in contact with wood is not increased by PYRO-GUARD® fire-retardant treatment when the product is used as recommended by the manufacturer. 3.5 Hygroscopicity: The moisture content of PYRO-GUARD® fire-retardant- treated lumber and plywood is less than 28 percent when evaluated in accordance with ASTM D3201 at 92 percent relative humidity (Section 2303.2.7 of the 2012 and 2009 IBC, Section 2303.2.4 of the 2006 IBC, Section R802.1.3.7 of the 2012 and 2009 IRC, Section R802.1.3.4 of the 2006 IRC). PYRO-GUARD® wood is suitable for use in interior conditions where sustained relative humidity is 92 percent or less and condensation does not occur. 4.0 DESIGN AND INSTALLATION 4.1 General: Structural systems that include PYRO-GUARD® fire- retardant-treated lumber or plywood must be designed and installed in accordance with the applicable code using the appropriate lumber design value adjustment factors and plywood spans from Tables 1 and 2 of this report. The use of non-vented roof systems with PYRO-GUARD® fire- retardant-treated lumber and plywood is not permitted. The design value adjustment factors and plywood spans in Tables 1 and 2 of this report are applicable under elevated temperatures resulting from cyclic climatic conditions in the continental United States. They are not applicable under continuous elevated temperatures resulting from manufacturing or other processes which must require special consideration in design. Such conditions are outside the scope of this report. All of the wood species listed in Section 3.1 of this report have been evaluated for structural performance for interior applications where the service temperature does not exceed 1 OOoF (38°C). Southern pine and Douglas fir lumber have been evaluated for structural performance for roof framing applications [150° F (66°C)] as indicated in Table 2 of this report. Southern pine and Douglas fir plywood have been evaluated for roof structural performance for roof sheathing application [170° F (77°C) maximum temperatures] and are permitted for structural applications limited to the spans and loads indicated in Table 1 of this report. The treated wood should not be exposed to precipitation during storage or installation. If the material does become wet, it must be replaced or permitted to dry (maximum Page 2 of7 19 percent moisture content for lumber and 15 percent moisture content for plywood) prior to covering or enclosure by wallboard or other construction materials (except for protection during construction). 4.2 Thermal Barrier: 4.2.1 Roof applications: PYRO-GUARD® plywood, when used to separate foam plastic insulation from the interior of a building, must be a minimum of 15/32 thickness category (refer to Table 1) and be installed in accordance with Section 2603.4.1.5 of the 2012, 2009 and 2006 IBC, Section R316.5.2 of the 2012 and 2009 IRC, and Section R314.5.2 of the 2006 IRC, as applicable. 4.2.2 Floor Applications: PYRO-GUARD® plywood, when used to separate foam plasbc insulation from the interior of a building, must be a minimum of 1h thickness category (refer to Table 1) and be installed in accordance with Section 2603.4.1.14 of the 2012 IBC. 4.3 Use as a Component of Fire-resistance-rated Wall Assemblies: 4.3.1 Two-hour Exterior Wall Assembly: In Type Ill, Type IV and Type V construction, the exterior wall assemblies must be constructed of PYRO-GUARD® treated wood studs and plywood. The design values for the studs must be adjusted in accordance with Table 2 for service temperatures to 1 00°F (38°C). The allowable spans for the plywood sheathing must be in accordance with the spans given in Table 1 for Pyro-Guard Waii/Subfloor. When the fire-resistance rating is required from only the interior side, the wall must be constructed in accordance with Figure 3. 4.3.2 One-hour Exterior Wall Assembly: In Type Ill, Type IV and Type V construction, the exterior wall assemblies must be constructed of PYRO-GUARD® treated wood studs and plywood. The design values for the studs must be adjusted in accordance with Table 2 for service temperatures to 100°F (38°C). The allowable spans for the plywood sheathing must be in accordance with the spans given in Table~ 1 for Pyre-Guard Waii/Subfloor. When the fire-resistance rating is required from the exterior side and the interior side, the wall must be constructed in accordance with Figure 4. When the fire-resistance rating is required only from the interior side, the wall must be constructed in accordance with Figure 5. 4.4 Fasteners: Fasteners used in PYRO-GUARD@ fire-retardant-treated wood must be in accordance with 2012, 2009 and 2006 IBC Section 2304.9.5, 2012 and 2009 IRC Section R317.3 and 2006 IRC Section R319.3, or must be of other corrosion-resistant materials that are manufactured from materials listed in Section 3.4 of this report. When PYRO-GUARD® fire-retatrdant-treated wood products are used and installed in code-compliant interior enclosed dry applications not exposed to dampness or wetting, uncoated carbon steel fasteners are permitted. Design adjustment factors and minimum size for fasteners are indicated in Table 1 and Table 2 of this report. 4.5 Plywood Diaphragms and Shear Walls: Wood-frame Diaphragms must be constructed in accordance with Section 2306.2 of the IBC. Wood-frame shear walls mus1t be constructed in accordance with Section 2306.3 of the IBC. ESR-1791 I Most Widely Accepted and Trusted When PYRO-GUARD® treated plywood is used, the plywood thickness is increased by 1/8 inch (3.2 mm) for the tabulated allowable shear values contained in Section 4.2 or 4.3 of AFPA SDPWS or as shown in the tables referenced in Sections 2306.2 and 2306.3 of the IBC. 5.0 CONDITIONS OF USE The PYRO-GUARD® fire-retardant-treated wood 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 Strength calculations must be subject to the design value adjustment factors and span ratings shown in Tables 1 and 2 of this report. 5.2 The design value adjustment factors and span ratings given in this report must only be used for unincised dimensional lumber and plywood of the species noted in this report. 5.3 PYRO-GUARD® treated wood must not be used in contact with the ground where it will be exposed to precipitation, direct wetting or regular condensation, or in an unvented roof (unvented attic assemblies and unvented enclosed rafter assemblies). 5.4 PYRO-GUARD® treated plywood may be cut or ripped in any direction 5.5 PYRO-GUARD® treated lumber must not be ripped or Page 3 of7 milled: End cuts, holes, and joints (such as tongue and groove), bevel, scarf and lap may be used. 5.6 Treatment is at the facilities of Hoover Treated Wood Products, Inc., in Thomson, Georgia; Pine Bluff, Arkansas; Milford, Virginia; Detroit, Michigan; and Winston, Oregon; under a quality control program with inspections by Timber Products Inspection Inc. (AA-696) and UL LLC (AA-668). 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Fire-retardant-treated Wood (AC615), dated June 2012. 7.0 IDENTIFICATION Lumber and plywood treated with PYRO-GUARD® fire- retardant chemicals must be identi1ied by the structural grade mark of an approved agency. In addition, all treated lumber and plywood must be stamped with the name of the inspection agencies [UL LLC. (P.A-668) and Timber Products Inspection Inc. (AA-696)]; the Hoover Treated Wood Products, Inc., or listee, name and treatment location; labeling information in accordance with Section 2303.2.4 of the 2012 and 2009 IBC and Section 2303.2.1 of the 2006 IBC, Section R802.1.3.4 of the 2012 and 2009 IRC and Section R802.1.3.1 of thE! 2006 IRC; and the evaluation report number (ESR-1791 ). ESR-1791 I Most Widely Accepted and Trusted PLYWOOD PERFORMANCE CATEGORY 15/32, 1/2 19/32. 5/a 23/32. 3'· 7/a 11/a TABLE 1-MAXIMUM LOADS AND SPANS FOR PYRO-GUARD® TREATED PLYWOOD APPLICABLE AT SERVICE TEMPEATURES UP TO 170° F (77° C) UNTREATED PYRO-GUARD® ROOF/SUBFLOOR ROOF SHEATHING MAXIMUM. LIVE LOAD (psf) SPAN RATING Span Climate Zone (inches) 1A 18 2 32/16 24 19 30 43 40/20 24 42 64 87 32 20 32 45 48/24 32 34 51 71 48 10 18 27 -48 12 20 30 -48 21 33 47 For Sl: 1 inch = 25.4 mm, 1 psf = 48 N/m2 (Pa). Page 4 of7 PYRO-GUARD® WALUSUBFLOOR Span (inches) 16 20 20 24 24 - 48 1. All loads are based on two-span condition with panels 24 inches wide or wider, strength axis perpendicular to supports. 2. Fastener size and spacing must be as required in the applicable building code for untreated plywood of the same thickness; except that roof sheathing must be fastened with (1) minimum 8d common or 8d deformed shank nails spaced a maximum 6 inches o.c. at edges and a maximum of 12 inches o.c. at intermediate supports for panels on 24-and 32-inch spans and spaced a maximum of 6 inches o.c. on all supports for panels on a 48-inch span, or (2) other fasteners with comparable withdrawal and lateral load capacities at the same maximum spacings. The use of staples to attach roof sheathing to framing is not permitted. For 11/8-performance category roof sheathing panels, minimum 10d common or deformed shank nails must be used. 3. Roof spans and loads apply to roof systems having the minimum ventilation areas required by the applicable bu1ilding code. Fifty percent of required vent area must be located on upper portion of sloped roofs to provide natural air flow. 4. For low-sloped or flat roofs with membrane or built-up roofing having a perm rating less than 0.2, use rigid insulation having a minimum R value of 4.0 between sheathing and roofing, or use next thicker panel than tabulated for the span and load (e.g., 19/32 for 24 inches, 23h2 for 32 inches); and use a continuous ceiling air barrier and vapor retarder with a perm rating less than 0.2 on the bottom of the roof framing above the ceiling finish. 5. For unblocked roof diaphragms, panel edge clips are required for roof sheathing: one midway between supports for 24-inch and 32-inch spans, two at 1h points between supports for 48-inch span. Clips must be specifically manufactured for the plywood thickness used. 6. Tabulated loads for Zone 1A are based on a duration of load adjustment for 7-day (construction) loads of 1.25. Tabulated loads for Zone 1 B and Zone 2 are based on a duration of load adjustment for snow of 1.15. All values within the table are based on a dead load (DL) of 8 psf. If the DL is less than or greater than 8 psf, the tabulated live load may be increased or decreased by the difference. Applicable material weights, psf: asphalt shingles -2.0, 1/z-performance category plywood -1.5, 5/a-performance eategory plywood -1.8, 3/4-performance category plywood-2.2. 7. Climate Zone definition: 1 -Minimum design roof live load or maximum ground snow load up to 20 psf: A -Southwest Arizona, Southeast Nevada (area bounded by Las Vegas-Yuma-Phoenix-Tucson) B -All other qualifying areas of the continental United States 2 -Minimum ground snow load over 20 psf 8. PYRO-GUARD® treated plywood must not be used as roof sheathing if a radiant shield is used beneath the roof sheathing. 9. The'%,-and 5/8-performance category are limited to performance rated 4-ply or 5-ply. 23/az-and 31.-performance category are limited to performance rated 5-ply or 7-ply. 10. Subfloor applications are limited to 100 psf maximum live load, except 11/a-performance category on 48-inch span limited to 65 psf total load. 11. Deflection of roof sheathing at tabulated maximum live load is less than 1/240 of the span, and under maximum live load plus dead load is less than 1/,ao ofthe span. 12. Staples used to attach asphalt shingles must be minimum 15/,6-inch crown and minimum 1-inch leg, or otherwise comply with the applicable code, with the quantity offasteners adjusted in accordance with Table 2 of this report. 13. The use of PYRO-GUARD® on exterior walls requires a water-resistive barrier on the outside of the wall and installation of the barrier to provide protection during construction. 14. For diaphragm and shear wall design increase the minimum nominal panel thickness required for untreated plywood by a minimum of 1/8 inch when PYRO-GUARD®treated plywood is used. ESR-1791 I Most Widely Accepted and Trusted Page 5 of7 TABLE 2-DESIGN VALUE ADJUSTMENT FACTORS FOR PYRO-GUARD® TREATED LUMBER PROPERTY PYRO-GUARD® WALL/FLOOR PYRO-GUARD® ROOF FRAMING, SERVICE TEMPERATURE SERVICE TEMERATURE TO 150° F/66• C, TO 100.F/3S•c Douglas fir Southern pine Douglas fir Southern Other Climate Zone Climate Zone pine species 1A 1B 2 1A 1B Extreme fiber stress in bending, Fb 0.97 0.91 0.88 0.90 0.93 0.96 0.80 0.85 Tension parallel to grain F, 0.95 0.88 0.83 0.80 0.87 0.93 0.80 0.84 Compression parallel to grain, Fe 1.00 0.94 0.94 0.94 0.98 1.00 0.94 0.94 Horizontal shear Fv 0.96 0.95 0.93 0.95 0.95 0.96 0.92 0.93 Modulus of elasticity, E 0.96 0.95 0.94 0.96 0.96 0.96 0.95 0.95 Compression perp. to grain Fez 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Fasteners/connectors 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 1. Climate Zone definition: 1 -Minimum design roof live load or maximum ground snow load up to 20 psf: A -Southwest Arizona, Southeast Nevada (area bounded by Las Vegas-Yuma-Phoenix-Tucson) B -All other qualifying areas of the Continental United States 2 -Minimum ground snow load over 20 psf 2 0.89 0.88 0.94 0.94 0.95 0.95 0.90 2. Duration of load adjustments for snow loads, 7-day (construction) loads, and wind loads given in the National Design Specifications for Wood Construction apply. 3. Where lumber decking serves as both exposed ceiling and roof sheathing, extreme fiber in bending adjustments of 0.84, 0.83, and 0.89 must be used for southern pine in zones 1A, 1 B, and 2, respectively; 0.92, 0.92, and 0.96 must be used for Douglas fir in zones 1A, 1 B, and 2, respectively; except that where insulation having a minimum R value of 4.0 is installed above the decking, extreme fiber in bending adjustments of 0.91 for southern pine and 0.97 for Douglas fir are permitted in all zones. 4. Modulus of elasticity values apply to all treated lumber decking. 5. Roof framing adjustment factors apply to roof systems with minimum ventilation areas per applicable code. Locate 50 percent of required vent area on upper portion of sloped roofs to provide natural air flow. 6. Other species -species other than southern pine and Douglas fir listed in Section 3.1 of this report. PYRO. ·-.GUARD'·" 'fii:"<.~"·P~., TREATED PLY.· wo~oo -HOOVER -~ 17PO R7003 TREATED WOOD PRODUCTS INC. (PLANT LOCATION} ESR-1791 KDAT MONITORED BY TIMBER PRODUCTS INSPECTION STD. 2200P AA~696 SPECIES SURFACE BURNING CHARACTERISTICS FLAMESPREAD: SMOKE DEVELOPED: 30 MINUTE TEST FIGURE 1-PLYWOODSTAMP ESR-1791 I Most Widely Accepted and Trusted PYRO-GUARD ,g\ -HOOVER- TREATED WOOD PRODUCTS INC. (PLANT LocATiON} ESR-1791 KDAT MONITORED BY TIMBER PRODUCTS INSPECTION STD. 2200P AA-696 MEA~359-88-M ~ .... '~o TREATE. 0 LUMBER ~ 15P9 R7002 SPECIES SURFACE BURNING CHARACTERISTICS FLAMESPREAD: SMOKE DEVELOPED: 30 MINUTE TEST FIGURE 2-LUMBER STAMP PYRO-GUARD'" Treated Wood Studs@ 16" O.C. 15/32" Min. PYRO-GUARo~· Treated Plywood Water-Resistive Barrier ·.· "-:-:£ ~-...~ .. ----·--·· -·---.. ·. FIRE SIDE 5/8" Type X Gypsum Board Interior Side FIGURE 3-2-HOUR FIRE-RESISTANCE-RATED EXTERIOR WALL ASSEMBLY Use where wall is required to be fire-resistance-rated from the interior side only Load-bearing, 100% of Calculated Design Load (ESR-1791 2-HR-Interior Only) Page 6 of7 INTERIOR SIDE: Base layer 5/s-inch (15.9 mm) Tpe X gypsum wallboard applied parallel to studs with 11/4Jnch-long Type S steel screws spaced 12 inches (304.8 mm) o.c. Face layer 5/s-inch (15.9 mm) Type X gypsum wallboard applied at right an!Jies to studs with 2-inch- long Type S steel screws spaced 8 inches (203.2 mm) o.c. at edges and 12 inches (304.8 mm) o.c. at intermediate studs. All joints in face layer staggered with joints in base layer. All vertical joints must be located over the studs. All exposed joints and screw heads must be covered with tape and joint compound in accordance with ASTM C840 or GA216. (LOAD-BEARING, 100% of Calculated Design Load) STUD CAVITY: Spaces between the studs are completely filled rockwool or slag mineral wool batts weighing not less than 3.3 pounds per cubic foot (1 pound per square foot of wall surface). EXTERIOR SIDE: Pyro-Guard Treated Plywood minimum '%rinch thick fastened at 6 inches on center at edges and 12 inches (304.8 mm) on center in the field and covered with a water-resistive barrier. EXTERIOR FINISH: Three-coat stucco or minimum 4-inch-thick nominal brick veneer complying with Sections 1404 and 1405 of the IBC, or Chapter7 ofthe IRC. ESR-1791 I Most Widely Accepted and Trusted ---PYRO-GUARD !'· Treated Plywood, 15/32" min. 1/2" or 5/8" Type X Gypsum Sheathing . ~----·-·----r·· Treated wood Studs@ 16" O.C 5/8" Type X Gypsum Wallboard Interior Side FIGURE 4-1-HOUR FIRE-RESISTANCE-RATED EXTERIOR WALL ASSEMBLY Use where wall is required to be fire-resistance-rated from the exterior and interior sides. (ESR-17911-HR) Page 7 of7 INTERIOR SIDE: One layer %.inch (15.9 mm) Type X gypsum wallboard applied parallel with or at right angles to studs fastened with GWB- 54 nails at 8 inches (203.2 mm) o.c. or 8 inches (203.2 mm) o.c. on the edges and double nailed in the field at 12 inches (304.8 mm) o.c. or 11/4-inch (31.75 mm) Type W drywall screws at 16 inches (406.4 mm) o.c. All exposed joints, nail and screw heads must be covered with tape and joint compound in accordance with ASTM C840 or GA216. STUD CAVITY INSULATION: When used with a 1/2-inch (12.7 mm) Type X gypsum layer on the exterior? side, spaces between the studs are completely filled with glass fiber mineral wool batts weighing not less than 2 pounds per cubic foot (0.6 pound per square foot of wall surface) or rockwool or slag mineral wool batts weighing not less than 3.3 pounds per cubic foot (1 pound per square foot of wall surface), or cellulose insulation having a nominal density not less than 2.6 pounds per cubic foot [Reference IBC Table 722.6.2(5)]. When used with a 5/8-inch (15.88 mm) Type X gypsum layer, stud cavity insulation is optional. EXTERIOR SIDE: One layer 'h-or %-inch (15.9 mm) Type X gypsum sheathing, 48 inches (1,219.2 mm) wide applied parallel to studs fastened in accordance with manufacturer's recommendations and one layer of Pyro-Guard® treated plywood minimum '%z (11.91 mm) category thickness (refer to Table 1) fastened in accordance with Table 2304.9.1 of the IBC and covered with a water resistant barrier. The order of assembly can be either as shown or with the plywood on the outside. EXTERIOR FINISH: Material, in the minimum thickness, as required by IBC Table 1405.2 installed in accordance with the manufacturers recommendations. Vinyl Siding must not be used in buildings of Type Ill or Type IV construction. PYRO-GUARD " Treated Plywood, 15/32" min. PYRO-GUARD 11 Tr~~J~~-~ood S!I.J<!~-@~_:I§_:_Q:.f_ -------, Fire Side 5/8" Type X Gypsum Wallboard Interior Side FIGURE 5-1-HOUR FIRE-RESISTANCE-RATED EXTERIOR WALL ASSEMBLY Use where wall is required to be fire-resistance-rated rated from the interior side only (ESR-1791 1-HR-Interior Only) INTERIOR SIDE: One layer 5/8-inch (15.9 mm) Type X gypsum wallboard applied parallel with or at right angles to studs fastened with GWB- 54 nails at 8 inches (203.2 mm) o.c. or 8 inches (203.2 mm) o.c. on the edges and double nailed in the field at 12 inches (304.8 mm) o.c. or 11/4-inch (31.75 mm) Type W drywall screws at 16 inches (406.4 mm) o.c. All exposed joints, nail and screw heads must be covered with tape and joint compound in accordance with ASTM C840 or GA216. STUD CAVITY INSULATION (OPTIONAL): Insulation complying with IBC Section 720 and IBC Table 722.6.2(5). EXTERIOR SIDE: One layer of Pyro-Guard® treated plywood minimum 15/32 (11.9 mm) thickness category (Refer to Table 1) fastened in accordance with Table 2304.9.1 of the IBC and covered with a water resistant barrier. EXTERIOR FINISH: Material, in the minimum thickness, as required by IBC Table 1405.2 installed in accordance with the manufacturers recommendations. Vinyl siding must not be used in buildings of Type Ill or Type IV construction. SAFETY DATA SHEET (SDS) for PYRO-GUARD® TREATED WOOD Meets Requirements of OSHA's 29 CFR 1910.1200 (7-1-13 Edition) SECTION I -Identification (a) Product identifier used on the label; PYRO-GUARD® (b) Other means of identification; Ink stamp on Plywood, Lumber or Timbers. (c) Recommended use ofthe chemical and restrictions on use; Fire Retardant Treated Wood (FRTW)- Used in areas not exposed to the weather or wetting where the code permits the use of wood or fire- retardant-treated wood. (d) Name, address, and telephone number of the chemical manufacturer, importer, or other responsible party; MANUFACTURER Hoover Treated Wood Products, Inc. 154 Wire Road Thomson, Georgia 30824 706-595-5058 (e) Emergency phone number. 706-595-7355 SECTION II -Hazard(s) Identification www.frtw.com (a) Classification ofthe chemical in accordance with paragraph (d) of§ 1910.1200; All classifications have been performed considering sawing, grinding, drilling, sanding or machining of the product has taken place and wood dust, sawdust, and small wood chips are present. Only "Softwoods" are used in the production of the product. So data derived from "Hardwoods" studies has not been considered. Acute Toxicity-NIA Skin Corrosion/Irritation -Irritant, category 23 Serious Eye Damage/Eye Irritation -Irritant, category 2B Respiratory or Skin Sensitization: Respiratory Sensitizer, category 1, sub-category 1B Skin Sensitizer, category 1, sub-category 1B Germ Cell Mutagenicity -N/ A Carcinogenicity -Carcinogen, category 2 Reproductive Toxicity-NIA Specific Target Organ Toxicity Single Exposure-NIA Specific Target Organ Toxicity Repeated or Prolonged Exposure-N/A Aspiration Hazard-N/ A Explosives -N/ A Flammable Gases-N/ A Flammable Aerosols -N/ A Oxidizing Gases -N/ A Gases Under Pressure -N/ A Flammable Liquids -N/ A Flammable Solids -Readily Combustible Solids, category 2 SDS#HTWP2 Hoover Treated Wood Products, Inc. PAGE 1 OF 16 (800) 832-9663 www.frtw.com SAFETY DATA SHEET (SDS) for PYRO-GUARD® TREATED WOOD Self-Reactive Chemicals-N/ A Pyrophoric Liquids -N/ A Pyrophoric Solids -N/ A Self-Heating Chemicals-N/A Chemicals Which, In Contact With Water, Emit Flammable Gases-N/ A Oxidizing Liquids-N/ A Oxidizing Solids -N/ A Organic Peroxides -N/ A Corrosive to Metals -N/ A N/ A =Not Applicable (b) Signal word, hazard statement(s), symbol(s) and precautionary statement(s) in accordance with paragraph (1) of§ 1910.1200. (Hazard symbols may be provided as graphical reproductions in black and white or the name ofthe symbol, e.g., flame, skull and crossbones); Warning Causes Skin Irritation Precautionary Statements Prevention Response Wash all body parts which If on skin: Wash with plenty of have come into contact with water and soap. any sawdust generated from sawing, grinding, drilling, If skin irritation occurs: Get sanding, or machining medical advice. thoroughly after handling. Wear protective gloves. Take off contaminated Any type that creates a barrier clothing and wash it before is acceptable -Selection should reuse. be oriented to decrease contact with splinters and slivers of wood. Warning Causes Eye Irritation Precautionary Statements Prevention Response Wash all body parts which If in eyes: Rinse cautiously have come into contact with with water for several minutes. any sawdust generated from Remove contact lenses, if sawing, grinding, drilling, present and easy to do. sanding, or machining Continue rinsing. thoroughly after handling. If eye irritation persists: Get medical advice. SDS#HTWP2 Hoover Treated Wood Products, Inc. PAGE20F 16 Storage Storage Disposal Disposal (800) 832-9663 www.frtw.com SAFETY DATA SHEET (SDS) for PYRO-GUARD® TREATED WOOD Danger May Cause Allergy Or Asthma Symptoms Or Breathing Difficulties Iflnhaled Precautionary Statements Prevention Response Stora~e Avoid breathing dust. If inhaled: If breathing is difficult, remove person to In case of inadequate fresh air and keep comfortable ventilation wear respiratory for breathing. protection. If experiencing respiratory Adequate ventilation is symptoms: Call a poison considered that which keeps center. exposure limits at or below 15mg/m3 For a poison emergency in the U.S. calll-800-222-1222 Warning May Cause An Allergic Skin Reaction Precautionary Statements Prevention Response Stora~e Avoid breathing dust. If on skin: Wash with plenty of water and soap. Contaminated work clothing must not be allowed out of the If skin irritation occurs: Get workplace medical advice. Wear protective gloves. Wash contaminated clothing Any type that creates a barrier is acceptable-Selection should before reuse. be oriented to decrease contact with splinters and slivers of wood. SDS#HTWP2 Hoover Treated Wood Products, Inc. PAGE3 OF 16 Disposal Dispose of contents in accordance with all applicable local, regional, national, or interltational rules and regulations. Disposal Dispose of contents in accordance with all applicable local, regional, national, or international rules and regullations. (800) 832-9663 www.frtw.com SAFETY DATA SHEET (SDS) for PYRO-GUARD® TREATED WOOD Warning Suspected Of Causing Cancer Of The Upper Respiratory System Precautionary Statements Prevention Response Stora~e Obtain special instructions If exposed or concerned: Get Store locked up. before use. medical advice. Do not handle until all safety precautions have been read and understood. Wear protective gloves and eye protection. Acceptable gloves are any type that creates a barrier -Glove selection should be oriented to decrease contact with splinters and slivers of wood. Warning Flammable Solid Precautionary Statements Prevention Response Storage Keep away from heat, sparks, In case of fire: Use water or open flames and hot surfaces. -wood appropriate fire No smoking. extinguishers to extinguish. Ground or Bond container and receiving equipment. Use explosion-proof electrical, ventilating, lighting, and processing equipment. Wear protective gloves and eye protection. Acceptable gloves are any type that creates a barrier-Glove selection should be oriented to decrease contact with splinters and slivers of wood. SDS#HTWP2 Hoover Treated Wood Products, Inc. PAGE40F 16 Disposal Dispose of contents in accordance with all applicable local, regional, national, or international rules and regulations. Disposal (800) 832-9663 www.frtw.com SAFETY DATA SHEET (SDS) for PYRO-GUARD® TREATED WOOD (c) Describe any hazards not otherwise classified that have been identified during the classification process; If small particles are generated during further processing, handling or by other means, may form combustible dust concentrations in air. The Occupational Safety and Health Administration (OSHA) in the United States defines combustible dust as "a solid material composed of distinct particles or pieces, regardless of size, shape, or chemical composition, which presents a fire or deflagration hazard when suspended in air or some other oxidizing medium over a range of concentrations". Dust particles with an effective diameter ofless than 420 microns (those passing through a U.S. No. 40 standard sieves) should be deemed to meet the criterion of the definition. (d) Where an ingredient with unknown acute toxicity is used in a mixture at a concentration 2:1% and the mixture is not classified based on testing of the mixture as a whole, a statement that X% of the mixture consists ofingredient(s) of unknown acute toxicity is required. N/A SECTION III -Composition/Information on Ingredients Except as provided for in paragraph (i) of §1910.1200 on trade secrets: For Substances (a) Chemical name; (b) Common name and synonyms; (c) CAS number and other unique identifiers; (d) Impurities and stabilizing additives which are themselves classified and which contribute to the classification of the substance. For Mixtures In addition to the information required for substances: (a) The chemical name and concentration (exact percentage) or concentration ranges of all ingredients which are classified as health hazards in accordance with paragraph (d) of §1910.1200 and (1) Are present above their cut-off/concentration limits; or (2) Present a health risk below the cut-off/concentration limits. (b) The concentration (exact percentage) shall be specified unless a trade secret claim is made in accordance with paragraph (i) of §191 0.1200, when there is batch-to-batch variability in the production of a mixture, or for a group of substantially similar mixtures (See A.0.5.1.2) with similar chemical composition. In these cases, concentration ranges may be used. For All Chemicals Where a Trade Secret is Claimed Where a trade secret is claimed in accordance with paragraph (i) of§ 1910.1200, a statement that the specific chemical identity and/or exact percentage (concentration) of composition has been withhelld as a trade secret is required. See Below For Requirements- SDS#HTWP2 Hoover Treated Wood Products, Inc. PAGES OF 16 (800) 832-9663 www.frtw.com SAFETY DATA SHEET (SDS) for PYRO-GUARD® TREATED WOOD Chemical, Common or Synonyms Name Approximate % CAS# Wood (mainly softwoods such as pine) 90%to98% None Monosodium Phosphate Sodium Phosphate (monobasic) 1%to3% 7558-80-7 Sodium Dihydrogen Phosphate Dihydrogen Sodium Phosphate Sodium Tetraborate Decahydrate 0.25% to 1.5% 1303-96-4 10 Mol Borax Boric Acid 0.25% to 1.5% 10043-35-3 Urea Phosphate 1%to3% 4861-19-2 Tetrachloroisophthalonitrile Chlorothalonil 0.00% to 0.03% 1897-45-6 Daconil 5-Chloro-2-methly-4-Isothiazolin-3-one ::;0.01% 26172-55-4 2-Methyl-4-Isothiazolin-3-one :50.01% 2682-20-4 Magnesium Nitrate ::00.01% 10377-60-3 Engineered Wood Products may contain bonding agents such as phenol, phenol resorcinol, melamine formaldehyde-based, or polyvinyl acetate resin and other Balance ingredients below reportable levels SECTION IV -First-aid Measures (a) Description of necessary measures, subdivided according to the different routes of exposure, i.e., inhalation, skin and eye contact, and ingestion; First Aid Procedures First Aid for Inhalation: -If inhalation symptoms appear remove from area of exposure and monitor. If persistent irritation, severe coughing, allergic-type responses or breathing difficulty ocwrs, get medical attention. First Aid for Skin Contact: -If skin contact symptoms appear remove from area of exposure and monitor. Remove contaminated clothing. Wash affected area with soap and water. If irritation p1ersists after washing, get medical attention. First Aid for Eye Contact: -Wood dust may cause mechanical irritation. Treat dust in eye as foreign object. Remove contact lenses if worn. Flush eyes with large amounts of water to remove dust particles. Do not rub the eyes. Seek medical attention if irritation persists. SDS#HTWP2 Hoover Treated Wood Products, Inc. PAGE60F 16 (800) 832-9663 www.frtw.com SAFETY DATA SHEET (SDS) for PYRO-GUARD® TREATED WOOD First Aid for Ingestion: -Not applicable under normal use, and considered unlikely. If occurred -Do not induce vomiting unless directed by a medical care giver, drink water. Never give anything by mouth to an unconscious person. Seek medical advice. Notes to Physician:-All treatments should be based on observed signs and symptoms of distress in the patient. Consideration should be given to the possibility that overexposure to materials other than this product may have occurred. (b) Most important symptoms/effects, acute and delayed. Potential Health Effects Inhalation Wood dust may cause nasal dryness, irritation, coughing and sinusitis. Repeated exposures (even below 15 mg/m3) to certain wood dusts such as Western Red Cedar, can produce allergic responses in some sensitive individuals. Wood dust can be irritating to eyes, nose and respiratory tract following prolonged exposure. Skin Contact Various species of wood dust may evoke allergic contact dermatitis in sensitized individuals. If an allergy preexists or develops, it may be necessary to remove the sensitized worker from further exposure to wood dust or wood-based products. The chemical components may cause slight to mild irritation. Eye Contact Dust or splinters may cause irritation or i~ury to the eyes. The chemical components can cause burning sensation, tearing, and redness. Ingestion Not applicable under normal use, and considered unlikely. If occurred may result in irritation of the digestive tract. (c) Indication of immediate medical attention and special treatment needed, if necessary. N/A SECTION V -Fire-fighting Measures (a) Suitable (and unsuitable) extinguishing media. FIRE EXTINGUISIDNG MEDIA: Water, foam or Fire Extinguishers designated for wood. Partially burned dust is especially hazardous if dispersed into the air. Remove burned or wet dust to open area after fire is extinguished. (b) Specific hazards arising from the chemical (e.g., nature of any hazardous combustion products). SDS#HTWP2 Hoover Treated Wood Products, Inc. PAGE 70F 16 (800) 832-9663 www.frtw.com SAFETY DATA SHEET (SDS) for PYRO-GUARD® TREATED WOOD EXPLOSIVE LIMITS: Sawing, sanding or machining wood products can produce wood dust as a by-product. Wood dust is a strong to severe explosion hazard if a dust "cloud" contacts an ignition source. 212°F (1 00°C) has been suggested as the upper temperature limit for continuous exposure for wood without risk of ignition (wood dust may require a still lower temperature). An airborne concentration of 40 grams of dust per cubic meter of air is often used as the lowest explosion limit (LEL) for wood dust. HAZARDOUS COMBUSTION PRODUCTS: Thermal-oxidative degradation, or burning, of wood can produce irritating and potentially toxic fumes and gases including carbon monoxide, aldehydes and organic acids. Chemical treatment has little or no effect on the above possibilities from untreated wood. AUTOIGNITION TEMPERATURE: Unknown (Chemical Treatment Retards). (c) Special protective equipment and precautions for fire-fighters. None SECTION VI -Accidental Release Measures (a) Personal precautions, protective equipment, and emergency procedures. (b) Methods and materials for containment and cleaning up. Not applicable for product in purchased form. Sweep or vacuum up sawdust for recovery or disposal. Wood dust clean-up and disposal activities should be accomplished in a manner to minimize creation of airborne dust. SECTION VII -Handling and Storage (a) Precautions for safe handling. (b) Conditions for safe storage, including any incompatibilities. HANDLING: Protective Gloves -Work gloves are recommended to avoid splinters. Eye Protection -Safety goggles or glasses are recommended when machining to protect against sawdust and flying wood particles. Protective Clothing or Equipment -Recommended as typical with any wood working. W ark/Hygienic Practices -Practice good hygiene, wash hands after use and before eating, drinking or using tobacco products. STORAGE: No ground contact allowed. Product is shipped dry and should not be exposed to the weather. Water spray may be used to wet down wood dust generated by sawing, grinding, drilling, sanding or machining to reduce the likelihood of ignition or dispersion of dust into the air. SDS#HTWP2 Hoover Treated Wood Products, Inc. PAGE80F 16 (800) 832-9663 www.frtw.com SAFETY DATA SHEET (SDS) for PYRO-GUARD® TREATED WOOD SECTION VIII -Exposure Controls/Personal Protection (a) OSHA permissible exposure limit (PEL), American Conference of Governmental Industrial Hygienists (ACGIH) Threshold Limit Value (TLV), and any other exposure limit used or recommended by the chemical manufacturer, importer, or employer preparing the safety data sheet, where available. (b) Appropriate engineering controls. (c) Individual protection measures, such as personal protective equipment. EXPOSURE GUIDELINES: Chemical OSHA PEL ACGIHTLV 15 mg/m3 TWA (Listed under Particulates Not Otherwise I mg/m3TWA* Wood (mainly softwoods such as pine) Regulated-Total dust) 5mg/m3 TWA 'Inhalable Fraction Respirable Fraction Monosodium Phosphate None Listed None Listed 2mg/m3TWA* Sodium Tetraborate Decahydrate None Listed 6 mg/m3 STEL * 'rnhalable Fraction (TL V liste'd under Borate compounds, Inorganic}_ 2mg/m3TWA Boric Acid None Listed 6 mg/m3 STEL * 'Inhalable Fraction (TL V listed under Borate compounds, Inorganic) Urea Phosphate None Listed None Listed Tetrachloroisophthalonitrile None Listed None Listed 5-Chloro-2-methly-4-Isothiazolin-3-one None Listed None Listed 2-Methyl-4-Isothiazolin-3-one None Listed None Listed Magnesium Nitrate None Listed None Listed Engineered Wood Products may contain bonding agents such as phenol, phenol resorcinol, melamine formaldehyde-based, or Unknown Unknown polyvinyl acetate resin and other ingredients below reportable levels ENGINEERING CONTROLS: Due to the explosive potential of wood dust when suspended in air, precautions should be taken during sawing, grinding, drilling, sanding or machining of wood products to prevent sparks or other ignition sources in ventilation equipment. Use of totally enclosed motors is recommended. Provide local exhaust as necessary to meet OSHA requirements for airborne exposure limits. SDS#HTWP2 Hoover Treated Wood Products, Inc. PAGE90F 16 (800) 832-9663 www.frtw.corn SAFETY DATA SHEET (SDS) for PYRO-GUARD® TREATED WOOD INDIVIDUAL PROTECTION MEASURES: RESPIRATORY PROTECTION: When sawing, grinding, drilling, sanding or machining, a dust mask is recommended. Typical use of this material does not result in workplace exposures that exceed the exposure limits listed in the Exposure Limit Information Section. For those special workplace conditions where the listed exposure limits are exceeded, a respiratory protection program meeting OSHA 1910.134 and ANSI Z88.2 requirements must be followed. VENTILATION REQUIREMENTS: In enclosed environments, ventilation may be required in order to maintain exposure limits. PROTECTIVE GLOVES: Not required. However, cloth, canvas, or leather gloves are recommended to minimize potential splinters, slivers or mechanical irritation when handling product or wood dust generated from the product. EYE PROTECTION: Googles or safety glasses are recommended when excessive exposures to wood dust may occur (e.g. during clean up). OTHER PROTECTIVE CLOTHING OR EQUIPMENT: As necessary to limit exposure when handling the product or wood dust generated from the product. WORK/HYGIENIC PRACTICES: Follow good hygienic and housekeeping practices. Cl(:an up areas where wood dust settles to avoid excessive accumulation of this combustible material. Minimize compressed air blow down or other practices that generate high airborne-dust concentrations. Do not handle material near food, feed or drinking water. Use good personal hygiene. Wash hands before eating or smoking. SECTION IX -Physical and Chemical Properties (a) Appearance (physical state, color, etc.); (b) Odor; If plywood -Rigid panel usually Yz'' to %" thick and 4'width and 8' length. If Lumber-Plank usually 2" nominal thickness but can vary from Yz" to 4" with widths varying from 2" to 12" wide and lengths normally from 6 to 18 feet. If Timbers-Thickness is greater than 4" and widths and lengths vary. Color and odor are dependent upon wood specie. Chemical treatment only darkens the woods natural color. (c) Odor threshold; N/ A (d) pH; N/A (e) Melting point/freezing point; N/ A (f) Initial boiling point and boiling range; N/A (g) Flash point; N/ A (h) Evaporation rate; N/A (i) Flammability (solid, gas); Wood Dust Combustible G) Upper/lower flammability or explosive limits; Wood Dust~ 40 g/m3 SDS#HTWP2 Hoover Treated Wood Products, Inc. PAGE IOOF 16 (800) 832-9663 www.frtw.com SAFETY DATA SHEET (SDS) for PYRO-GUARD® TREATED WOOD (k) Vapor pressure; N/A (1) Vapor density; N/A (m)Relative density; Variable-Dependent on wood species and moisture content (typically 22-37 lbs/ft3) (n) Solubility(ies); Chemical treatment might be leachable under extreme wetness which is not allowed ( o) Partition coefficient: n-octanollwater; N/ A (p) Auto-ignition temperature; Auto-ignition Temperature is 2: 572 F (q) Decomposition temperature; 2:572 F (r) Viscosity. N/A SECTION X -Stability and Reactivity (a) Reactivity; N/A (b) Chemical stability; Stable under normal conditions. Wood dust generated from sawing, grinding, drilling, sanding or machining the product is combustible. Keep in cool, dry place away from ignition sources. (c) Possibility of hazardous reactions; None Known (d) Conditions to avoid (e.g., static discharge, shock, or vibration); Large accumulations of air-borne wood dust. Product in direct ground contact. Product becoming wet. (e) Incompatible materials; Oxidizing agents, Drying Oils, Strong Bases, and Reducing Agents. (f) Hazardous decomposition products. Thermal-oxidative degradation, or burning, of wood can produce irritating and potentially toxic fumes and gases including carbon monoxide, aldehydes, oxides of sodium, oxides of phosphorus. Reaction with strong reducing agents, such as metal hydrides or alkali metals, will generate hydrogen gas, which could create an explosive hazard. SECTION XI -Toxicological Information Description of the various toxicological (health) effects and the available data used to identify those effects, including: (a) Information on the likely routes of exposure (inhalation, ingestion, skin and eye contact); (b) Symptoms related to the physical, chemical and toxicological characteristics; (c) Delayed and immediate effects and also chronic effects from short-and long-term exposure; (d) Numerical measures of toxicity (such as acute toxicity estimates). (e) Whether the hazardous chemical is listed in the National Toxicology Program (NTP) Report on Carcinogens (latest edition) or has been found to be a potential carcinogen in the International Agency for Research on Cancer (IARC) Monographs (latest edition), or by OSHA. SDS#HTWP2 Hoover Treated Wood Products, Inc. PAGE 11 OF 16 (800) 832-9663 www. fitw.com SAFETY DATA SHEET (SDS) for PYRO-GUARD® TREATED WOOD PRODUCT AS PRODUCED: Is an article and no toxicological information is available. OSHA: Wood products are not hazardous under the criteria of the Federal OSHA Hazard Communication Standard 29 CFR 1910.1200. However, wood dust generated by sawing, sanding or machining this product may be hazardous. COMPONENTS: Monosodium Phosphate (Acute Toxicity) - Eye Effects: Slightly irritating (Rabbit, 12.6/110.0, 1 hour exp) -150 mg (std. Draize ), Rabbit. Skin Effects: Practically Nonirritating (Rabbit, 0.0/0.8, Avg. Max) Ingestion Effects: Practically Nontoxic (Rat LD5o -8290 mg/kg) Sodium Tetraborate Decahydrate (Acute Toxicity) - Ingestion: Low acute oral toxicity; LD50 in rats is 4,500 to 5,000 mg/kg ofbody weight. Skin/dermal: Low acute dermal toxicity; LD50 in rabbits is greater than 10,000 mg/kg ofbody weight. Inhalation: Low acute inhalation toxicity; LC50 in rats is greater than 2.0 mg/L (or g/m3) Eye irritation: Draize tests in rabbits produced eye irritation effects. Years of occupational exposure to Sodium Tetraborate Decahydrate indicates no adverse effects on human eye. Boric Acid (Acute Toxicity)- Ingestion: Low acute oral toxicity; LD50 in rats is 3,500 to 4,100 mg/kg ofbody weight. Skin/dermal: Low acute dermal toxicity; LD50 in rabbits is greater than 2,000 mg/kg of body weight. Inhalation: Low acute inhalation toxicity; LC50 in rats is greater than 2.0 mg/L (or g/m3) Eye irritation: Draize tests in rabbits produced mild eye irritation effects. Years of occupational exposure to Boric Acid indicates no adverse effects on human eye. Diurea Phosphate (Acute Toxicity) - Ingestion Effects: Low acute oral toxicity; LD50 in rats is 5,840 mg/kg of body weight. SDS#HTWP2 Hoover Treated Wood Products, Inc. PAGE 12 OF 16 (800) 832-9663 www.frtw.com SAFETY DATA SHEET (SDS) for PYRO-GUARD® TREATED WOOD Chlorothalonil (Acute Toxicity) - Ingestion: Low acute oral toxicity; LD50 in rats is 4,200 mg/kg of body weight. Can cause gastrointestinal irritation, nausea, vomiting, and diarrhea. Can result in some corrosive action to the mouth, throat, esophagus, and stomach tissue. Studies on rats and mice have suggested that technical chlorothalonil (97% ), when fed at high levels in diet, may have oncogenic potential to these laboratory animals. However, neither chlorothalonil nor its metabolites interact with DNA and thus are not mutagenic. Metabolism studies have demonstrated that the rat metabolizes chlorothalonil to form metabolites that are toxic to kidney mitochondria. Much lower levels (150 to >2000 fold) of these metabolites are formed in dogs and monkeys, thus, effects seen in rats may not translate to man. Tumor formation has been related to a non-genotoxic mechanism of action for which threshold levels have been established on rats and mice. Comprehensive dietary and worker exposun~ studies have shown exposure levels for humans to be well below these threshold levels. In addition, surveillan<:e of chlorothalonil plant workers for over twenty years has not demonstrated any increase in oncogenic potential to humans. Skin/dermal: Low acute dermal toxicity; LD50 in rabbits is greater than 2,000 mg/kg and le:ss than 20,000 mg/kg of body weight. Repeated or excessive dermal exposure may cause marked skin irritation. On overexposed skin, may cause moderate irritation, redness, and a flaky rash may result. Skin rash is seldom observed if the following recommended safeguards are followed: Wear rubber gloves when handling, using, or applying this product. Special precautions should be taken to ensure that material cannot get inside gloves. Wear long-sleeved shirts, long pants, and rubber boots or disposable coveralls when handling this product. Inhalation: LC50 in rats is greater than 0.20 mg/L and less than 2.1 mg/L (or glm\ Eye irritation (Rabbit/Monkey): Reversible corneal, iridal and conjunctival effects. Maximum mean score (noted at 24 hours): Rabbit= 23.3/110 Monkey= 25.3/110. Human experience indicates that this product may cause mild to severe irritation, depending on the degree of exposure. The Following Are Taken As A Group: 5-Chloro-2-methly-4-Isothiazolin-3-one 2-Methyl-4-lsothiazolin-3-one Magnesium Nitrate (Acute Toxicity) - The below statements are with the above components at 10.6%, 3.5% and 15.0% respectively; numerous times the actual present in the product. ROUTES OF ENTRY: Inhalation, dermal absorption, skin contact and eye contact. SIGNS AND SYMPTOMS OF ACUTE OVEREXPOSURE: Eyes -Corrosive to eyes. Severely irritating to the eyes and may cause eye burns. May cause permanent eye InJury. Skin -Corrosive to the skin. Severely irritating to the skin and may cause chemical bums to the skin. May cause allergic skin sensitization of susceptible persons. May be fatal if absorbed through the skin. Ingestion -May be harmful or fatal if swallowed. Ingesting may produce chemical burns to the lips, oral cavity, upper airway, esophagus and possibly the digestive tract. SDS#HTWP2 Hoover Treated Wood Products, Inc. PAGE 13 OF 16 (800) 832-9663 www.frtw.com SAFETY DATA SHEET (SDS) for PYRO-GUARD® TREATED WOOD Inhalation -Harmful if inhaled. Inhalation of vapors, mists or sprays can cause irritation or bums of the nose, throat and lungs. CHRONIC OVEREXPOSURE: Allergic contact dermatitis observed. Collective data indicate non-mutagenic; not teratogenic. CHEMICAL LISTED AS A CARCINOGEN OR POTENTIAL CARCINOGEN?: • NATIONAL TOXICOLOGY PROGRAM (YIN): N • IARC MONOGRAPHS (YIN) N • OSHA (YIN) N: MEDICAL CONDITIONS GENERALLY AGGRAVATED BY EXPOSURE: N/A TOXICOLOGICAL DATA: Dermal LD50-rabbit:> 1,000 mg/kg Oral LD50-rat: 481 mg/Kg Eye Irritation -rabbit: corrosive Skin Irritation -rabbit: corrosive Inhalation LC50 (4hr)-1.23 mg/1 (aerosol) WOOD DUST (softwood or hardwood) - OSHA Hazard Rating= 3.3; moderately toxic with probable oral lethal dose to humans being 0.5-5 g/kg (about 1 pound for a 150 pound person) Source: OSHA Regulated Hazardous Substances, Government Institutes, Inc., February 1990. Wood dust generated from sawing, grinding, drilling, sanding or machining may cause nasal dryness, irritation, coughing and sinusitis. NTP and IARC classify wood dust as a human carcinogen (IARC Group 1 ). This classification is based primarily on increased risk in the occurrence of adenocarcinomas ofthe nasal cavities and paranasal sinuses associated with exposure to wood dust. The evaluation did not find suffi1dent evidence to associate cancers of the oropharynx, hypopharynx, lung, lymphatic and hematopoietic systems, stomach, colon or rectum with exposure to wood dust. SECTION XII -Ecological Information (a) Ecotoxicity (aquatic and terrestrial, where available); Not available (b) Persistence and degradability; (c) Bioaccumulative potential; Environmental fate of wood dust would be expected to be biodegradable. (d) Mobility in soil; N/ A (e) Other adverse effects (such as hazardous to the ozone layer). None Known SECTION XIII -Disposal Considerations SDS#HTWP2 Hoover Treated Wood Products, Inc. PAGE 14 OF 16 (800) 832-9663 www.frtw.com SAFETY DATA SHEET (SDS) for PYRO-GUARD® TREATED WOOD Description of waste residues and information on their safe handling and methods of disposal, including the disposal of any contaminated packaging. Under RCRA, it is the responsibility of the user of the product to determine, at the time of disposal, whether the product meets RCRA criteria for hazardous waste. Dispose of material according to Local, State, Federal, and Provincial Environmental Regulations. The producer has made a determination that this product is not considered hazardous waste under Federal hazardous waste regulations 40 CFR Part 261. Incinerate or landfill in accordance with Local, State, and Federal regulations. SECTION XIV Transport Information (a) UN number; (b) UN proper shipping name; (c) Transport hazard class(es); (d) Packing group, if applicable; (e) Environmental hazards (e.g., Marine pollutant (Yes/No)); (f) Transport in bulk (according to Annex II ofMARPOL 73/78 and the IBC Code); (g) Special precautions which a user needs to be aware of, or needs to comply with, in connection with transport or conveyance either within or outside their premises. This product is not regulated as a dangerous good or hazardous material by the U.S. Depmtment of Transportation (DOT). SECTION XV -Regulatory Information Safety, health and environmental regulations specific for the product in question. Toxic Substance Control Act (TSCA): N/A Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA): N/A Domestic Substance List (DSL): N/A OSHA: Wood products per se are not hazardous under the criteria of the federal OSHA Hazard Communication Standard 29CFR 1910.1200. However, wood dust generated by sawing, sanding or machining wood products may be hazardous and hence included under 1910.1200. STATE RIGHT-TO-KNOW: California Prop 65: Warning: Drilling, sawing, sanding or machining wood products generates wood dust, a substance known to the State of California to cause cancer. Pennsylvania-When cut or otherwise machined, wood products may emit wood dust. Wood dust appears on Pennsylvania's Appendix A, Hazardous Substance List. New Jersey-When cut or otherwise machined, wood products may emit wood dust. Wood dust appears on New Jersey's Environmental Hazardous Substance List. Section 302 extremely hazardous substance: No regulated ingredients. SDS#HTWP2 Hoover Treated Wood Products, Inc. PAGE IS OF 16 (800) 832-9663 www.frtw.com ' ' SAFETY DATA SHEET (SDS) for PYRO-GUARD® TREATED WOOD SARA 313 Information: This product contains one chemical ingredient with known CAS number that exceed the de minimis reporting levels established by SARA Title III, section 313 and 40 CFR section 372. This is Chlorothalonil. SARA 311/312 Hazard Category: This product has been reviewed according to the EPA "Hazard Categories" promulgated under SARA Title III Sections 311 and 312 and is considered, under applicable definitions, to meet the following categories: An immediate (acute) health hazard Yes A delayed (chronic) health hazard Yes A corrosive hazard No A fire hazard No A reactivity hazard No A sudden release hazard No FDA: Not intended for use as a food additive or indirect food contact item. SECTION XVI -Other Information The date of preparation of the SDS or the last change to it. Current Issue: 08/01/2014 Previous Issue: None User's Responsibility: The information contained in this Safety Data Sheet is based on the experience of health and safety professionals and comes from sources believed to be accurate or otherwise technically correct. It is the user's responsibility to determine if the product is suitable for its proposed application(s) and to follow necessary safety precautions. The user has the responsibility to make sure that this SDS is the most up-to-date issue. NOTICE: SDS#HTWP2 Although the information and recommendations set forth herein (hereinafter "Information") are presented in good faith and believed to be correct as of the date hereof, Hoover Treated Wood Products, Inc. makes no representations as to the completeness or accuracy thereof. Information is supplied upon the condition that the persons receiving same will make their own determination as to its suitability for the purposes prior to use. In no event will Hoover Treated Wood Products, Inc. be responsible for damages or any nature whatsoever resulting from the use of or reliance upon this information. NO REPRESENTATIONS OR WARRANTIES, EITHER EXPRESS OR IMPLIED, OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE OR OF ANY OTHER NATURE ARE MADE HEREUNDER WITH RESPECT TO INFORMATION OR THE PRODUCT TO WHICH INFORMATION REFERS. Hoover Treated Wood Products, Inc. PAGE 160F 16 (800) 832-9663 www.frtw.com USG™ Suspension System -Flat Ceilings High Recycled Content USG Drywall Suspension System/ SHEETROCK Gypsum Panels LEED Credits Recycled Content Up to 54% MR Waste Recycled Regional Reduction Content Materials Rapidly Renewable Materials EQ Low-Emitting Daylight Acoustical Materials and Views Performance Features and Benefits -Pre-engineered, G40 hot-dipped galvanized system eliminates labor-intensive superstructure and allows easy transitions -More than 60 UL fire-resistive designs. Assemblies available to meet STCand IIC requirements -Accepts Type F and Type G light fixtures -Assembly selector with downloadable revit files availablle at usgdesignstudio.com -Options available for severe environmental conditions. -ICC-ES evaluated approach to seismic design installations OCC-ESR-1222) -MeetsASTM C6456 -G90 available for severe environmental conditions Applications -Exterior soffits -Fire-rated, interior general use areas -All interior general use areas USG'M Drywall To order samples/literature: Web Sites: usg.com -Web: usg.com usgdesignstudio.com See usg.com for Suspension System -Flat Ceilings -E-mail: samplit@usg.com sustainableceilings.com -Fax: 888 874.2348 seismicceilings.com Technical Services: 800 USG.4YOU the most up-to-date product information. --············································•.o·-···-························································--·-·················-·-···-················--················--···-·-···············-···································· -··············································· ta ~ System , Components ff ' Accessories Straight Main Tees ASTM Class Length Height Heavy Duty 12' 1-1/2" Item No. Class 0 DGL26 0 Seismic zooes Rated Load'·' Recycled Content UBC IBC Hanger Spacing -lbsJLF 24" 36" 4811 usc me L/240' u360' u24o• U36o' L/24o' U360' up to 54% 0-4 A.-F 129 86 57 38 24 16 ................... ., ............................ ······························ .......... ., ......................................................................................................................... .. DIGW 1 Heavy Duty 12' 15/a" nom. J 1.617" DGLW26" DGLW26E(G90)6 0 up to 54% 0-4 A-F 129 86 57 38 24 16 Wall- to-Wall System straight Tee** Cross Tees L-1w'--l ~Ll nom. J L1W'_j DGW Cross Channel LLl l-j1j,.'--..l Moldings 1EL Heavy Duty 6' to 14' 2' 1.617" DGLW26S6 1-1/2" DGL224 Class A up to 54% 0-4 0 upto46% 0-4 M 131 86 62 41 30 Span U360 lbs./LF Span Value A-F 24" 81.3 .................................................................................................................................................................. 4' 1-1/2" DGL424 0 upto45% 0-4 A-F 48" 13 2' 1-1/2" DGLW2246 0 upto45% 0-4 li-F 24" 73.2 20 ........................................................................................................................................................................................... ................... . ~:· ....... ~~.1~~·: ........ ~~.l~~~~~· ........... Q .... ~~.~0 .. 4.5·~············ .~~~-·· .~~~··· ........... ~~:· .......... ········ .. ~~ ....... . 4' 1-1/2" DGLW4246 DGLW424E 0 upto45% 0-4 A-F 48" 12.1 ................................................ J~-~m.~ ............... ·············· ···························· ·--······ ········· .......................... ············ ··········· 50" 1·1/2" DGLW511" 0 up to 45% 0-4 A-F 50" 11 72" 1-1/2" DGW6246 Class A up to 45% 0-4 A-F 72" 4.45 4' 718" DGCL4" 0 0-4 A-F 48" 6.9 12' DGWM246 upto65% 0-4 A-F - .............. .J-:::1.:~ ....................................... . 12' DGSC180 Splice Clip* DGTC90 Transition Clip DGCM27" DGC4, DGC6, DGC8 COMPAssll"' Drywall Clip up to 65% 0-4 A-F - DGWC Wall Attachment Clip DGSP180 Splice Plate ·See AC3152 for alternative splice details ~ SeeAC3230 for expanded waiHo-wall data Physical Datal Footnotes Product literatUre & samples System Brochure: AC3152 Data Sheet: AG3117 Oeta Sheet Wall-to-Wall: AC3230 Samples: 257202 Finishes Hot dipped galvanized. Manufactured by USG lntenors, Inc. 550 West Adams Street Chicago, IL 60661 Material G4ll double-web tee, hot-dipped galvanized steel. Recyded content For details, see RC tables or the LEEOreport generator at usgdesignstudio.oom. Installation Must be installed in compliance with ASTM C636, ASTM E580, ESR-1222, CISCA and standard industry practices Footnotes 1. Products tested and in compliance with ASTM C635 U360 dclloction fimits 2. lnad data shown based on U240 deftoction limits per ASTM C645. 3. for detailing and module loall~g. reQUest AC3152 or viso USGOesignStuilio.com 4. OGLW26 main tees and DGI!/12624 and OGI..W50 cross tees featun' spoc~l punching and cross-tee lengttm to accommodate T)lle F fixtures. 5. G90 galVanization for severe environmental conditions. 6. OGW and OGI..W memb.-s conform to pertorrnance standard ASTM C645. 7.1nstallatioo per ASTM G636. S.ICC evaluatioo reportESR-1222. 9. CA Department of State Architecht- see ESR-1222 per IR-A5 and PA 11 a 10. Ocy of lA-RR 25764. The following are trademarks of USG Interiors, Inc. Safely Rrst! Follow good safely/industrial hygiene practices AC3117/rev. 4-1 0 or a related company: CoMPAsso, SHEEJRoCK, USG. durtng installation. Wear appropriate personal protective equipment. © 2010, USG Interiors, Inc. Read MSDS and literature before specification and installation. Pnnted in U.S.A. .A. Benjamin Moore® Features • When attacked by flame, (P59) expands and forms a thick cellular char blanket (intumescence) which, by reducing excessive heat penetration, retards flame spread and minimizes smoke development Recommended For • Dries to a decorative matte finish • LowOdor • LowVOC's • Washes without spotting or loss of intumescence • Applies like a conventional latex flat paint For interior use on primed or previously painted wood, drywall, cellulose tile, cured plaster, masonry, and metal. SUPER SPEC HP® 220 LATEX FLAT FIRE RETARDANT P59-01 General Description J A premium quality, decorative, intumescent, fire retardant paint for interior ceilings, walls, and trim. This product provides a high hiding matte finish that retards flame spread by reacting to heat and forming a thick cellular char blanket (intumescence). Suitable for primed or previously painted wood, drywall, cellulose tile, cured plaster, mas>onry and metal. Limitations I • Do not apply when air and surface temperatures are below 50° F (10° C) • Top coating will reduce intumescent properties of this coating Product Information Colors: -Standard: White (01) May be tinted with up to 2.0 fl. oz. of Benjamin Moore® Color Preview® colorants per gallon -Tints: May be tinted with up to 2.0 fl. oz. of Benjamin® Color Previev! colorants per gallon. -Special Colors: Contact your Benjamin Moore & Co representative. Certification: VOC compliant in all regulated areas. Master Painters Institute MPI #64, 67 Flame Spread Rating: Class "A" when tested in accordance with ASTM E-84 (NFPA 255) and S-102. ~ ~·. ~ """"""'~'i1 CHPS Certified Qualifies for l1 (Collaboration for 'f"'''n® 'I ~ '"" 1"'~ ll. ' ~ VL High Performance c·;;ctit 1 Schools) (INTERIOR FLAT) I! ·-~-::::'::::;"'~'-~"':::==~~.t Technical Assistance: Available through your local authorized independent Benjamin Moore® retailer. For the location of the retailer nearest you, call1-800-826-2623, see www.benjaminmoore.com, or consult your local Yellow Pages. Technical Datap White Vehicle Type Vinyl Acrylic Pigment Type Titanium Dioxide Volume Solids 48% Coverage per Gallon at 300Sq. Ft. Recommended Film Thickness Recommended Film -Wet 5.3mils Thickness -Dry 2.5mils Depending on surface texture andl porosity. Be sure to estimate the right amount of paint for the job. This will ensure color uniformity and minimize the disposal of excess paint A minimum of two coats (5.0 OFT ) is required for a Class "A" rating. Dry Time @ 77° F -To Touch 1 Hour (25° C) @ 50% RH -To Hecoat 4 Hours Painted surfaces can be washed after two weeks. High humidity and cool temperatures will result in longer dry, recoat and service times. Dries By Evaporation, Coalescence Dry Heat Resistance N/A Viscosity 75±5 KU Flash Point None Gloss I Sheen Matte (10% Max) Surface Temperature -Min. 50° F at Application -Max 95° F ThinWrth Clean Water Clean Up Thinner Clean Water Weight Per Gallon 10.81bs -Min. 40° F Storage Temperature -Max gooF Volatile Organic Compounds (VOC) 45 Grams/Uter .38 Lbs./Gallon ~ <>Reported values are for White. IJontact Benjamrn Moore & Co. for values of other bases or colors. Benjamin Moore & Co., 101 Paragon Drive, Montvale, NJ 07645 Tel: (201) 573-9600 Fax: (201) 573-9046 www.benjaminmoore.com M72 P59 US 041511 Super Spec Hp® 220 Latex Flat Fire Retardant P59-01 Surface Preparation Surfaces to be coated must be clean, dry, and free of oil, grease, dust, flaky rust, mill scale, loose paint, chalk, and other foreign matter than could interfere with adhesion. Glossy surfaces should be dulled by abrading the surface. Metal: Remove loose rust and scale with a scraper, wire brush, or sandpaper. Remove oils from bare metal with Benjamin Moore® Oil & Grease Emulsifier (P83). Wood: Spot-prime patched and spackled areas with the recommended Benjamin Moore & Co. primer before and after repairing. Mildew: If mildew is present, it must be removed by scrubbing with a commercial mildew wash, or it will continue to grow through the fresh coating. CAUTION: Use rubber gloves, work goggles, and protective clothing when applying mildew wash. Follow manufacturer's directions. WARNING! If you scrape, sand or remove old paint, you may release lead dust. LEAD IS TOXIC. EXPOSURE TO LEAD DUST CAN CAUSE SERIOUS ILLNESS, SUCH AS BRAIN DAMAGE, ESPECIALLY IN CHILDREN. PREGNANT WOMEN SHOULD ALSO AVOID EXPOSURE. Wear a NIOSH approved respirator to control lead exposure. Carefully clean up with a HEPA vacuum and a wet mop. Before you start, find out how to protect yourself and your family by contacting the National Lead Information Hotline at 1-800-424-LEAD or log on to www.epa.gov/lead. Primer/Finish Systems New surfaces should be fully primed, and previously painted surfaces may be primed or spot primed as necessary. For best hiding results, tint the primer to the approximate shade of the finish coat, especially when a significant color change is desired. Special Note: Certain custom colors require a Deep Color Base Primer tinted to a special prescription formula to achieve the desired color. Consult your retailer. Wood: Primer: Super Spec® Interior Alkyd Enamel Undercoater & Primer Sealer (C245) or Super Spec® Latex Enamel Undercoater & Primer Sealer (253) Finish: 2 coats Super Spec HP® 220 Latex Flat Fire Retardant (P59) Bleeding Type Woods, (Redwood and Cedar): Primer: Fresh Start® All Purpose Alkyd Primer (024); for light tannin bleed situations 1 or 2 coats of Fresh Start® All-Purpose 100% Acrylic Primer (N023) max be used. Finish: 2 coats Super Spec HP 220 Latex Flat Fire Retardant (P59) Ferrous Metal Surfaces: May be used on incidental metal surfaces but is not designed to protect structural steel from thermal structural failure. Primer: Super Spec HP® Alkyd Metal Primer (P06) or Super Spec HP® Acrylic Metal Primer (P04) Finish: 2 coats Super Spec HP® 220 Latex Flat Fire Retardant (P59) Galvanized & Aluminum Metal: May be used on incidental metal surfaces but is not designed to protect structural steel from thermal structural failure. All new galvanized metal surfaces must be thoroughly cleaned with Benjamin Moore® Oil & Grease Emulsifier (P83) to remove contaminants. Primer: Super Spec HP® Acrylic Metal Primer (P04) Finish: 1 or 2 coats Super Spec HP® 220 Latex Flat Fire Retardant (P59) Masonry, Smooth Poured or Precast Concrete: Primer: Super Spec® Masonry Interior I Exterior 1 00% Acrylic Masonry Sealer (N/066), Fresh Start® All-Purpose 1 00% Acrylic Primer (N023) or Fresh Start® 100% Acrylic Superior Primer (046) Finish: 2 coats Super Spec HP® 220 Latex Flat Fire Retardant (P59) Masonry, Rough or Pitted: Primer: Super Spec® Latex Block Filler (160) or Super Spec® Masonry Interior/Exterior Hi-Build Block Filler (206) Finish: 2 coats Super Spec HP® 220 Latex Flat Fire Retardant (P59) Plaster and Wallboard: All plaster surfaces must be thoroughly cured for at least 30 days. Drywall surfaces must be free of sanding dust. Primer: Fresh Start® All-Purpose 100% Acrylic Primer (N023) or Fresh Start® 100% Acrylic Superior Primer (046) Finish: 2 coats Super Spec HP® 220 Latex Flat Fire Retardant (P59) Repaint, All Substrates: Prime bare areas with the primer recommended for the substrate above. Application Mixing of Paint: Stir thoroughly before and occasionally during use. For best application results, apply generously going from unpainted into painted areas. Apply with an all-purpose synthetic brush, short nap roller, or spray. Spray, Airless: Fluid Pressure -1,500 to 2,500 PSI; Tip -.013-.017 Orifice Thinning/Cleanup Thinning: Thinning is unnecessary, but if re~quired to obtain desired application properties, a small amount o'f clean water may be added. Never add other paints or solvents. Cleanup: Clean all equipment immediately after using with soap and water. Spray equipment should be given a final rinse with mineral spirits to prevent corrosion. USE COMPLETELY OR DISPOSE OF PROPE:RL Y. Dry, empty containers may be recycled in a can recyclin!J program. Local disposal requirements vary; consult ~fOUr sanitation department or state-designated environme1ntal agency on disposal options. Environmental, Health & Safety Information Use only with adequate ventilation. Do not breathe spray mist or sanding dust. Ensure fresh air entry during application and drying. Avoid contact with eyes and prolonged or repeated contact with skin. Avoid exposure to dust a111d spray mist by wearing a NIOSH approved respirator during application, sanding and clean up. Follow respirator manufacturer's directions for respirator use. Close container after each use .. Wash thoroughly after handling. WARNING: This product contains a chemical lmown to the state of California to cause cancer and birth defects, or other reproductive harm. FIRST AID: In case of eye contact, flush with water for 15 minutes; for skin, wash with soap and water. If you experience difficulty breathing, leave the area to obtain fresh air. If continued difficulty is experienced, get medical attention immediately. IN CASE OF SPILL -Absorb with inert material and dispose of as specified under "Clean Up". KEEP OUT OF REACH OF CIHILDREN PROTECT FROM FREE~~ING Refer to Material Safety Data Sheet for additional health and safety information. Benjamin Moore & Co., 101 Paragon Drive, Montvale, NJ 07645 Tel: (201) 573-9600 Fax: (201) 573-9046 www.benjaminmoore.com M72 P59 US 041511 Benjamin Moore, Color Preview, Fresh Start, Super Spec, Super Spec HP and the triangle "M" symbol are registered trademarks of Benjamin Moore & Co., Limited. © 2008, 2011 Benjamin Moore & Co., Limited All rights reserved All other trademarks belong to their respective owners. MATERIAL SAFETY DATA SHEET PRODUCT CODE: 0030176 Page 1 of 3 PRODUCT NAME: CEILING WHITE 0030176 HMIS CODES: H C F R P PRODUCT CODE: 1 0 0 G SECTION I -MANUFACTURER IDENTIFICATION MANUFACTURER'S NAME: Frazee Industries ADDRESS 6625 Miramar Rd. San Diego, CA, 92121 INFORMATION PHONE 858-626-3600 DATE PRINTED : 5/3/2007 EMERGENCY PHONE: (619) 543-6000 (SAN DIEGO REGIONAL POISON CONTROL CENTER) ========== SECTION II HAZARDOUS INGREDIENTS/SARA III INFORMAT:rON ========= * Indicates toxic chemical (s) subject to the reporting requirements of section 313 of Title III and of 40 CFR 372. PROPOSITION 65: (+) See section VI =============== SECTION III PHYSICAL/CHEMICAL CHARACTERISTICS ============ BOILING POINT: VAPOR DENSITY: COATING VOC g/Lt #VOC/#SOLIDS 212 F.DEG. (WATER) HEAVIER THAN AIR 38.0 0.0203 SOLUBILITY IN WATER: DILUTABLE SPECIFIC GRAVITY (H20=1): 1.40 EVAPORATION RATE: SLOWER THAN ETHER MATERIAL VOC g/Lt 12. 1 APPEARANCE AND ODOR: VISCOUS LIQUID. MILD ODOR. ===~============= SECTION IV -FIRE AND EXPLOSION HAZARD DATA ============== FLASH POINT: N/A METHOD USED: N/A FLAMMABLE LIMITS IN AIR BY VOLUME-LOWER: N/A UPPER: N/A EXTINGUISHING MEDIA: FOAM, ALCOHOL FOAM, C02, DRY CHEMICAL, WATER FOG SPECIAL FIREFIGHTING PROCEDURES:WATER MAY BE USED TO COOL CLOSED CONTAINERS TO PREVENT PRESSURE BUILD UP WHEN EXPOSED TO EXTREME HEAT. WEAR ADEQUATE FIRE FIGHTING EQUIPMENT INCLUDING A SELF CONTAINED BREATHING APPARATUS UNUSUAL FIRE AND E XPLOSION HAZARDS: POLYMER FILM CAN BUR N. MATERIAL CAN SP LATTER ABOVE 212 F. DEG. ======================== SECTION V -REACTIVITY DATA ======================== STABILITY: STABLE CONDITIONS TO AVOID EXCESS HEAT MAY CAUSE CONTAINERS TO RUPTURE. AVOID TEMPERATURES BELOW 40 F. DEG. AVOID FREEZING CONDITIONS. INCOMPATIBILITY (MATERIALS TO AVOID) AVOID MATERIALS THAT ARE WATER REACTIVE. ALSO AVOID STRONG ALKALINE AND ACIDIC SUBSTANCES. HAZARDOUS DECOMPOSITION OR BYPRODUCTS CO, C02, VARIOUS HYDROCARBONS, ETC., BY COMBUSTION. HAZARDOUS POLYMERIZATION: WILL NOT OCCUR ==================== SECTION VI HEALTH HAZARD DATA ======================= INHALATION HEALTH RISKS AND SYMPTOMS OF EXPOSURE VAPOR OR MIST CAN CAUSE HEADACHE, NAUSEA AND IRRITATION OF THE NOSE, THROAT MATERIAL SAFETY DATA SHEET PRODUCT CODE: 0030176 Page 2 of 3 AND LUNGS. SKIN AND EYE CONTACT HEALTH RISKS AND SYMPTOMS OF EXPOSURE USE GOOD PERSONAL HYGIENE PRACTICES WHILE WORKING WITH THIS MATERIAL. DRY CONTAMINATED CLOTHING BEFORE REUSE. FOR EYE CONTACT, FLUSH WITH FRESH WATER FOR AT LEAST 15 MINUTES. IF IRRITATION PERSISTS, GET MEDICAL ATTENTION. SKIN ABSORPTION HEALTH RISKS AND SYMPTOMS OF EXPOSURE NONE EXPECTED. INGESTION HEALTH RISKS AND SYMPTOMS OF EXPOSURE MAY BE HARMFUL OR FATAL IF SWALLOWED. INGESTION MAY CAUSE NAUSEA, VOMITING,DIARRHEA AND GASTROINTESTINAL IRRITATION. CONSULT A PHYSICIAN. HEALTH HAZARDS (ACUTE AND CHRONIC) NONE EXPECTED. CARCINOGENICITY: NTP CARCINOGEN: NoiARC MONOGRAPHS: N/AOSHA REGULATED: No PROPOSITION 65:N/A MEDICAL CONDITIONS GENERALLY AGGRAVATED BY EXPOSURE OVEREXPOSURE TO VAPORS CAN CAUSE HEADACHES, DIZZINESS AND NAUSEA. EMERGENCY AND FIRST AID PROCEDURES DERMAL: CLEAN WITH SOAP AND WATER.- INGESTION. CONSULT A PHYSICIAN.- INHALATION: REMOVE TO FRESH AIR.- EYE CONTACT: FLUSH WITH WATER. CONSULT A PHYSICIAN. ~========== SECTION VII PRECAUTIONS FOR SAFE HANDLING AND USE ============ STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED WIPE UP IMMEDIATELY AND SAFELY DISCARD ABSORBANTS. IN THE EVENT OF LARGE SPILLS, DIKE THE AREA AND PUMP THE MATERIAL TO AN EPA PERMITTED WASTE TANK. WASTE DISPOSAL METHOD DISPOSE OF IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS CURRENTLY IN FORCE FOR THIS PRODUCT HAZARD CLASS. PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING USE WITH ADEQUATE VENTILATION. AVOID PPROLONGED BREATHING VAPOR. 1\VOID PROLONGED OR REPEATED SKIN CONTACT. KEEP AWAY FROM EXCESIVE HEAT. OTHER PRECAUTIONS AVOID ALL SOURCES OF HEAT, OPEN FLAMES, SPARKS AND STATIC ELECTRICITY. ===================== SECTION VIII CONTROL MEASURES ====================== RESPIRATORY PROTECTION:NONE REQUIRED IF AIRBORNE CONCENTRATIONS ARE MAINTAINED BELOW THE OCCUPATIONAL EXPOSURE LIMITS LISTED IN SECTION II. FOR AIRBORNE CONCENTRATIONS HIGHER THAN SUCH LIMITS WEAR A MSHA/NIOSH APPROVED MASK FOR ORGANIC VAPOR, DUST, MIST & FUMES. WHEN USING IN POORLY VENTILATED AND CONFINED SPACES USE A FRESH-AIR SUPPLYING OR SELF-CONTAINED BREATHING APPARATUS. VENTILATION:MAINTAIN GOOD VENTILATION TO KEEP PRODUCT VAPOR CONCENTRATIONS BELOW SPECIFIED THRESHOLD LIMIT VALUES. PROTECTIVE GLOVES:NEOPRENE GLOVES SHOULD BE WORN TO REDUCE THE EFFECTS OF SKIN OVER-EXPOSURE. EYE PROTECTION:GOGGLES OR FACE SHIELD ARE RECOMMENDED. OTHER PROTECTIVE CLOTHING OR EQUIP.MENT:TO PREVENT REPEATED OR PROLONGED SKIN CONTACT, WEAR PROTECTIVE CLOTHING AND BOOTS. WORK/HYGIENIC PRACTICES:EYE WASHES & SAFETY SHOWERS IN THE WORKPLACE ARE RECOMMENDED, AS WELL AS BARRIER CREAMS, DAILY SHOWERS & CHANGE OF CLOTHES. ========================= SECTION IX -DISCLAIMER ========================== MATERIAL SAFETY DATA SHEET PRODUCT CODE: 0030176 Page 3 of 3 NOTICE: TO THE BEST OF OUR KNOWLEDGE THIS INFORMATION IS ACCURATE. HOWEVER, WE DO NOT GUARANTEE ITS ACCURACY AND CANNOT BE LIABLE FOR ANY DAMAGES ACTUAL OR CONSEQUENTIAL WHICH MIGHT RESULT FROM RELIANCE THEREON. JOSEPH LIU Job 1itle Job Number Sheet of Constulting Engineering-Structural Luna Grill JL-034 By JL Date Chk. By Date Title: Luna Grill, 2525 El Camino Real# I 00, Carlsbad, CA 11/02114 Hood connection calculations Seismic Loading calculations: (per 20 13 CBC) Hood weight: Seismic coefficient: Numerical coefficient: Seismic response factor: Importance factor: Height of connection: Height of roof Seismic fuctor: wp := 779lbf s0 s :== o.s ap := 1.0 Rp:= 1.5 lp := 1.0 z :=7ft h := 15ft (USGS) (Table 13 .6-l) (Table 13.6-1) (Sec. 13 .1.3) 0.4ap·Sos·Ip ( z) f := . 1 + 2·-p R h p fpmax :== L6·Sos·1p fpmin := 03·5os·1p Reduce for ASD design: fp := fp + 1.4 Seismic component force: F p := fp-wp Use min of I angle clips with 4-# l 0 sms screws each clip Lateral capacity: Fcap := (4)-(1210lbf + 3) NOV 12 fp = 0.412 (Eqn. 13.3-1) fpmax = 1.28 tpmin = 0.24 jrp = o.295 1 IF p = 229.5tb1 fp = 0.412 11/212014 Design Maps Summary Report EUSGS Design Maps Summary Report User-Specified Input Building Code Reference Document ASCE 7-10 Standard Site Coordinates 33.17991 "N, 117 .32719°W Site Soil Classification Site Class D-"Stiff Soil'' Risk Category I/II/III USGS-Provided Output S5 = 1.104 g S 1 = 0.425 g SMS = 1.169 g S~11 = 0.670 g 505 = 0.779 g SOl= 0.447 g For information on how the SS and Sl values above have been calculated from probabilistic (risk-tar.geted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the ''2009 NEHRP" building code reference document. 0.2J -a 0.72 ~ O.!;O 0.-1-S 0.24 0.12 MCER Response Spectrum i). 00 +--~-+--+----1---<1---+--+---1---<1-----1 0.00 0.20 0.40 060 C•.SO l.OO 1.20 1.40 1.60 l.SO :2.0Q Period, T {sed ~ )1j Ill Design Response Spectrum o.s.; i).4r$ C•..$,0 0.32 Q_2.t O.lG O.C•S 0.00 -l---11---t---+--+---1---+---1--i----t--1 0.00 o.:W 0.40 O.GO O.Sl) 1.00 1.::!0 1.4-0 l.GO 1.90 :1.00 Period, T (sed For PGA.t, TL, CRs• and CR1 values, please view the detailed report. http://ehp2-earlhquake.wr.usgs.gov/designmaps/us/summary.php?lemplate:minimal&latitude=33.179914&1ongitude=-117.327192&siteclass=3&riskcategory'"O... 1/2 ,. I I I """-> 8j ROOF.• DECK DJREtTION ~lm ·, wmz ~P<e wd ~..., . ' I ~-ROOF DicK' I i. I DIRECTION ' ; ~~'·, I ~~~-~ If) I 'I i ' 1 : : . -(N) "" , 1 .r . $ -; (E~M v.t~7x<ill_sTEEL 'I I STEEL ~1~~%. ...,_ " <' .• I r-£~~GI-lESS 4x4xY.4 . / -·------· ·-. ,o OEMAIN ' _ . '•,..II i. TY~ ~ POST ,.-7==~·-·-···· '" I ~~ ,, Of • ' (i\. I '!I •' 11;-;;i I . -·o4, , : ~ 1 ] ~ :I .• , 1 · __ 1 w"_~·-1 ·._ .! I('' ''1 0~ ~~~60~~~ -~ --( 0 le. _____;,. ' N:::~~ .... ~ d' lot~ ;} ~~ ~t I II , 1 /'I ··,~ (N) F'S-STD _/ j SUPPORT 6M TI-IROUG!-1 SLATS, TYP, PER 4/15-5 .: I ... , l/J [1 ' lj . " ! \" \\ ... , l/8' i (N) l-lSSI2~2x~~ SLATS PER ARCI-I'L . 'T ~ l 1') i :r--r ~ I 8'-·tF · ' II· •n· ! ,.," , •• 1 ~....:::;:;. ----:--u : 1 trr.-·-i+_------!_!,' ' "' j} :i ..: L (N) ROOF SI-IT'G 5!-IALL 6E %" TI-IK "=- STR-1 f'LYv.IOOD v-II :lliO SMS @ 6", ·1211 ,. -~-- ' ~ 1 jl r 1.1 .--,--, ~\ \ .... ?/8' -~ ... ~ (N) PS-STD SUPPORT BM THROUGI-I SLATS, TYP. PER 4/S-S ' ' I 1 ·~ (N) 1-1J 12x2x~~ SLATS ER ARCI-I'L I I _1 _i· ANNING LEVEL FRAMING PLAN SCALE• 114"=1'-0" JY-1 2-" /-;. .z--6 / lP! ::: z{ tf/k <) d £~ f ·~ ... / c:__ol:l( .• /2 (j L I " 2---) r: ,/ '7 /~~t :',5L .. Job f\Jo ..•.• Sheet f\Jo. ___ _ ·---Of Calculated By ______ . _ ···----Date ..... . Checked By ---·Date ____ _ Scale /. !'<"1-p;_.., '"" tf I j.;. ;;.. ,2. "~1 i ~~ /'p ..,.A I I I . . ' \ --(Ot'"{:) j \/2 j - (--c>z'¥ : •(. / (;;' ) (f r) ~ /c:rs-3" rt-? ( cf') \ . / Description : SLAT CODE REFERENCES ~ -~----------~--------------.. -----~ ·-----·--------- Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties ············------····•->·······-····-.---------------------~-------------------- Analysis Method: Load Resistance Factor Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Load Combination ASCE 7-10 _ -~~l_i~~t~oads __ ~----~------_ _ _ Beam self wei!lhl calculated and added to loads Uniform Load: Lr = 0.010 ksf, Tributary Width= 0.60 ft, (mise) DESIGN SUMMARY --Maxim·um-s·endln9·-·stre-ss··-Rati0--=--------o.o42 : 1 Section used for this span HSS12x2x3/16 Project Title: Engineer: Project Oeser: HSS12x2x3/16 Fy : Steel Yield : E: Modulus: Project ID: 50.0 ksi 29,000.0 ksi Service loads entered. Load Factors will be applied for calculations. Mu: Applied 2.353 k-ft Maximum Shear Stress-Ratfo = Section used for this span Vu: Applied Mn *Phi :Allowable 56.554 k-ft load Combination +1.20D+1.60Lr+0.50L+1.60H Location of maximum on span 12.500ft Span #where maximum occurs Span # 1 Maximum Deflection Max Downward L +Lr+S Deflection Max Upward L +Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.027 in 0.000 in 0.105 in 0.000 in Maximum Forc.es & Stresses for Load Combinations Load comi:lirlaiion Max Stress Ratios·· Ratio= Ratio= Ratio= Ratio= Vn • Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs 11,031 0 <360 2B65 0 <180 summary of Momeiifvafi.i~----. +1.200+1.60Lr+0.50L +1.60H 25.000 ft Span# 1 ···----summary-ofSFtear\lalues Segment Length Span # M V max Mu + max Mu -Mu Max Mnx Phi"Mnx Cb Rm VuMax Vnx Phi*Vnx +1.400+1.60H Osgn. L = 25.00 ft + 1.20D+0.50Lr + 1.60L + 1.60H Dsgn. L = 25.00 It + 1.200+ 1.60L +0.50S+ 1.60H Dsgn. L = 25.00 It +1.200+1.60Lr+0.50L +1.60H Dsgn. L = 25.00 ft +1.200+1.60Lr+0.50W+1.60H Osgn. L = 25.00 It +1.20D+0.50L +1.60S+1.60H Dsgn. L = 25.00 ft + 1.200+ 1.60S+0.50W+ 1.60H Osgn. L" 25.00 ft 1 + 1.200+0.50Lr+0.50L +W+ 1.60H Dsgn. L : 25.00 ft + 1.200+0.50L +O.SOS+W+ 1.60H Dsgn. L = 25.00 ft + 1.20D+0.50L +0.20S+E+1.60H Dsgn. L = 25.00 ft +0.90D+W+0.90H Dsgn. L = 25.00 ft +0.90D+E+0.90H Dsgn_ L = 25.00 It 0.033 0.003 0.032 0.003 0.028 0.003 0.042 0.004 0.042 0.004 0.028 0.003 0.028 0.003 0.032 0.003 0.028 0.003 0.028 0.003 0.021 0.002 0.021 0.002 1.87 1.87 62.84 1.84 1.84 62.84 1.60 1.60 62.84 2.35 2.35 62.84 2.35 2.35 62.84 1.60 1.60 62.84 1.60 1.60 62.84 1.84 1.84 62.84 1.60 1.60 62.84 1.60 1.60 62.84 1.20 1.20 62.84 1.20 1.20 62.84 -----~~---- 56.55 1.14 1.00 0.30 107.61 96.85 56.55 1.14 1.00 0.29 107.61 96.85 56.55 1.14 1.00 0.26 107.61 96.85 56.55 1.14 1.00 0.38 107.61 96.85 56.55 1.14 1.00 0.38 107.61 96.85 56.55 1.14 1.00 0.26 107.61 96.85 56.55 1.14 1.00 0.26 107.61 96.85 56.55 1.14 1.00 0.29 107.61 96.85 56.55 1.14 1.00 0.26 107.61 96.85 56.55 1.14 1.0() 0.26 107.61 96.85 56.55 1.14 1.00 0.19 107.61 96.85 56.55 1.14 1.00 0.19 107.61 96.85 Steel Beam Description: SLAT Overall Maximum Deflections Load Combination +D+Lr<ti Vertical Reactions Load Combination Overall MAXimum Overall MINimum +D+H +D-tL<ti +D+Lr+H +D+S<ti +D+0.750Lr-+0.750L <ti +0+0.750L +0.7508-ltl +D+0.60W<ti +D+0.70E<ti +D..0.750L ..0.750Lr..0.450W+H +D+0.750L +0.750S+0.450W+H +D+0.750L +0.750S+0.525E+H +0.60D+0.60W..0.60H +0.60D+0.70E..0.60H DOnly LrOnly LOnly SOnly WOnly EOnly HOnly Span 1 Support 1 0.289 0.075 0.214 0.214 0.289 0.214 0.270 0.214 0.214 0.214 0.270 0.214 0.214 0.128 0.128 0.214 0.075 Project Title: Engineer: Project Oeser: Max. '-' Deft Location in Span Load Combination ····o.~---12:625 Support notation : Far left is #1 Support2 0.289 0.075 0.214 0.214 0.289 0.214 0.270 0.214 0.214 0.214 0.270 0.214 0.214 0.128 0.128 0.214 0.075 Project ID: Max.'+' Deft Location in Span 0.0000 .. . ·-0.000 -..... Values in KIPS Steel Beam Description : Awning support (!Y-11) CODE REF.ER;f.{q€$~-"-·· ---~-·---------···· Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set: ASCE 7-10 __ l'l1~!erial. ~-~~P~rties ---··----....... . ..... ·--······ Analysis Method: Load Resistance Factor Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Load Combination ASC E 7-1 0 0!0.234! Lr(0.11) T 0(0.368) Lr(0.123) TS7x5x318 Project Title: Engineer: Project Oeser: Fy : Steel Yield : E: Modulus: TS7x5x318 Project 10: 50.0 ksi 29,000.0 ksi Service loads entered. Load Factors will be applied for calculations. Beam self weiQht calculated and added to loads Load for Span Number 1 Uniform Load: 0"' 0.3680, Lr = 0.1230 klft Tributary Width= 1.0 ft, (Slats) Uniform Load: 0 = 0.2340, Lr = 0.110 klft, Tributary Width= 1.0 ft, (AwninQ) DESIGN SUMMARY Maxinium-Bendfng Stress Ratio ::: 0.344: 1 Section used for this span TS7x5x318 Mu :Applied 23.879 k-ft Maximum Shear Stress Ratio = Section used for this span Vu: Applied Mn • Phi : Allowable 69.375 k-ft Load Combination + 1.20D+1.60Lr-t0.50L + 1.60H Location of maximum on span 6.500ft Span # where maximum occurs Span # 1 Maximum Deflection Max Downward L +Lr+S Deflection Max Upward L +Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.127 in Ratio= -0.011 in Ratio= 0.468 in Ratio = -0.041 in Ratio= Vn * Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs 1,232 5,934 333 1615 +1.200+1.60Lr-t0.50L +1.60H 6.500 ft Span# 1 Maximum Forces & Stresses f9.I.k~a.~Sg_mb_in_at_ion_s_. -------··------- Load Combination-·--·--Max Stress Ratios __ ---~-.... Summ_~ry of MomeniVal~es----~----.-· ---··· Segment Length Span # M V max Mu + max Mu -Mu Max Mnx Phi*Mnx Cb Rm VuMax Vnx Phi*Vnx +1.40D+1.60H Dsgn. L = 6.50 ft 1 Dsgn. L = 5.50 ft 2 + 1.20D+0.50Lr+1.60L +1.60H Dsgn. L = 6.50 It 1 Dsgn. L = 5.50 It 2 +1.20D+1.60L+0.50S+1.60H Dsgn. L = 6.50 ft 1 Osgn. L = 5.50 It 2 + 1.200+ 1.60Lr+0.50L + 1.60H Osgn. L = 6.50 It 1 Dsgn. L = 5.50 ft 2 +1.200+1.60Lr+0.50W+1.60H Dsgn. L = 6.50 ft 1 Dsgn. L = 5.50 It 2 +1.200+0.50L +1.60S+1.60H Osgn. L = 6.50 ft 1 Osgn. L = 5.50 ft 2 + 1.200+ 1.60S+0.50W+ 1.60H Dsgn. L = 6.50 ft 1 Osgn. L = 5.50 It 2 + 1.200+0.50Lr+0.50L +W+ 1.60H 0.269 0.269 0.266 0.266 0.231 0.231 0.344 0.344 0.344 0.344 0.231 0.231 0.231 0.231 0.051 0.031 0.051 0.031 0.044 0.027 0.065 0.040 0.065 0.040 0.044 0.027 0.044 0.027 -18.67 -18.67 -18.46 -18.46 -16.00 -16.00 -23.88 -23.88 -23.88 -23.88 -16.00 -16.00 -16.00 -16.00 18.67 18.67 18.46 18.46 16.00 16.00 23.88 23.88 23.88 23.88 16.00 16.00 16.00 16.00 77.08 77.08 77.08 77.08 77.08 77.08 77.08 77.08 77.08 77.08 77.08 77.08 77.08 77.08 69.38 1.00 1.00 69.38 1.68 1.00 69.38 1.00 1.00 69.38 1.68 1.00 69.38 1.00 1.00 69.38 1.68 1.00 69.38 1.00 1.00 69.38 1.67 1.00 69.38 1.00 1.00 69.38 1.67 1.00 69.38 1.00 1.00 69.38 1.68 1.00 69.38 1.00 1.00 69.38 1.68 1.00 5.74 124.66 3.51 124.66 5.68 124.66 3.45 124.66 4.92 124.66 3.01 124.66 7.35 124.66 4.44 124.66 7.35 124.66 4.44 124.66 4.92 124.66 3.01 124.66 4.92 124.66 3.01 124.66 112.19 112.19 112.19 112.19 112.19 112.19 112.19 112.19 112.19 112.19 112.19 112.19 112.19 112.19 Description : load Combination Awning support (B11t) Max Stress Ratios Project Title: Engineer: Project Oeser: Segment Length Span# 1 M V maxMu+ max Mu -Mu Max Mnx Dsgn. L = 6.5611 Dsgn. l = 5.50 It +1.20D+0.50L +0.50S+W+1.60H Dsgn. L = 6.50 It Dsgn. L = 5.50 It +1.20D+0.50L +0.20S+E+ 1.60H Dsgn. L = 6.50 It Dsgn. L = 5.50 It +0.90D+W+0.90H Dsgn. L = 6.50 It Dsgn. L = 5.50 It +0.90D+E+0.90H Dsgn. L = 6.50 ft 2 1 2 1 2 1 2 Dsgn. L = 5.50 It 2 Overall Maximum Deflections 0.266 0.051 0.266 0.031 0.231 0.044 0.231 0.027 0.231 0.044 0.231 0.027 0.173 0.033 0.173 0.020 0.173 0.033 0.173 0.020 ----·----------------------·- Load Combinaiion +D+Lr+H Span 1 2 Max .• _. Dell 0.4681 0.0000 ~ -=18.46·-~ -18~46- -18.46 18.46 -16.00 -16.00 -16.00 -16.00 -12.00 -12.00 -12.00 -12.00 16.00 16.00 16.00 16.00 12.00 12.00 12.00 12.00 n:os 77.08 77.08 77.08 77.08 77.08 77.08 77.08 77.08 77.08 Location in Span 0.000 0.000 Load Combination +D+Lr+H Support notation : Far left is #1 Project 10: Summary of Shear Values ·-·---~~-~ Phi*Mnx Cb Rm VuMax Vnx Phi*Vnx 69.38 foo 1.oo·~--5.68 69.38 1.68 1.00 3.45 124.66--~~112.19 124.66 112.19 69.38 1.00 1.00 69.38 1.68 1.00 69.38 1.00 1.00 69.38 1.68 1.00 69.38 1.00 1.00 69.38 1.68 1.00 69.38 1.00 1.00 69.38 1.68 1.00 4.92 124.66 3.01 124.66 4.92 124.66 3.01 124.66 3.69 124.66 2.25 124.66 3.69 124.66 2.25 124.66 112.19 112.19 112.19 112.19 112.19 112.19 112.19 112.19 M~1x. "+" Defl 0.0000 -0.0409 Location in Span --·o.ooo 2.327 Values in KIPS Vertical Reactions Load Combination Overall MAXimum ------------~--. -----~-----~------·-.- Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +0+0.750Lr+O. 750L +H +0+0.750L +0.750S+H +D+0.60W+H +D+O.?OE+H +0+0.750L +0.750Lr+0.450W+H +0+0.750L +0.750S+0.450W+H +D+0.750L +0.750S+0.525E+H +0.60D+0.60W+0.60H +0.600+0.70E+0.60H DOnly LrOnly LOnly SOnly WOnly EOnly H Only Support 1 Support 2 Support 3 9.D18 -3.239 2.409 -0.895 6.609 -2.344 6.609 -2.344 9.018 -3.239 6.609 -2.344 8.416 -3.015 6.609 -2.344 6.609 -2.344 6.609 -2.344 8.416 -3.015 6.609 -2.344 6.609 -2.344 3.965 -1.407 3.965 -1.407 6.609 -2.344 2.409 -0.895 Description : Existing steel bm CODE REFERENCES Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set: ASCE 7-10 ~~!eri~P.r,~p~rties -""'" _, _______ , _______ , __ __ Analysis Method: Load Resistance Factor Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Load Combination ASCE 7-1 0 D(6.61) Lt2A1) D(6.8) Lt2.1) Project Title: Engineer: Project Oeser: F y : Steel Yield : E: Modulus: D(fflll5)8)r211!ll) Project ID: 50.0 ksi 29,000.0 ksi Span~26.0ft W27x94 Ap!)IL~cl_!::()~~~ --· _ Load(s) for Span Number 1 Point Load: 0 = 6.610, lr = 2.410 k@. 6.50 ft. (Existinq steel beam) Point Load: D = 6.610, Lr = 2.410 k @.17.0 It, (ExistinQ steel beam) Point Load: 0 = 6.80, Lr = 2.10 k@. 8.750 It, (ExistinQ roof) Point Load: D = 6.80, Lr = 2.10 k @.17.250 ft, (Existinq roof) Uniform Load: D = 1.458 k/ft, Tributary Width= 1.0 ft, (Facad & mise) DESIGN SUMMARY Service loads entered. load Factors wi.ll be applied for calculations. " Max"fmum Bending stressR.at\o = o.353: 1 · Section used for this span W27x94 Mu: Applied 345.127k-ft Maximum Shear Stress Ratio = Section used for this span Vu: Applied --0.153 :T W27x94 60.460 k 395.430 k +1.200+ 1.60Lr-+D.50L + 1.60H 0.000 ft Span# 1 Mn • Phi : Allowable 979.011 k-ft Load Combination +1.200+1.60Lr-+D.50L +1.60H Location of maximum on span O.OOOft Span # where maximum occurs Span # 1 Maximum Deflection Max Downward L +Lr+S Deflection Max Upward L +Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.021 in Ratio= 0.000 in Ratio= 0.148 in Ratio= 0.000 in Ratio= Maximum Forces & Stresses for.Load. Combinations · L.oad combin-ation· · ·---Max Stress Ratios ········· · Vn * Phi : Allowable Load Combination location of maximum on span Span # where maximum occurs 15,179 0 <360 2111 0 <180 Summary of Moment V!lltles Segment Length +f4ob..:tsoH Span # M V max Mu + max Mu • Mu Max Mnx Phi*Mnx Cb Rm Dsgn. L = 26.00 It +1.200..0.50Lr+1.60L +1.60H Dsgn. L = 26.00 It + 1.200+ 1.60l..O .50S+ 1.60H Dsgn. L = 26.00 It +1.20D+1.6Dlr..0.50L+1.60H Dsgn. L = 26.00 It +1.20D+1.60Lr..0.50W+1.60H Dsgn. l = 26.00 It +1.20D..0.50l + 1.60S+1.60H Dsgn. L = 26.00 ft +1.20D+1.60S..0.50W+1.60H Dsgn. L = 26.00 It +1.20D..0.50Lr..0.50L+W+1.60H Dsgn. L = 26.00 ft +1.20D..0.50L..O.SOS+W+1.60H Dsgn. l = 26.00 It +1.20D..0.50l..0.20S+E+1.60H Dsgn. l = 26.00 It 0.339 0.310 0.290 0.353 0.353 0.290 0.290 0.310 0.290 0.290 0.149 0.136 0.128 0.153 0.153 0.128 0.128 0.136 0.128 0.128 199.86 183.69 171.31 210.94 210.94 171.31 171.31 183.69 171.31 171.31 -331.51 -303.20 -284.15 -345.13 -345.13 ·284.15 -284.15 -303.20 -284.15 -284.15 331.51 1,087.79 303.20 1,087.79 284.15 1,087.79 345.13 1,087.79 345.13 1,087.79 284.15 1,087.79 284.15 1,087.79 303.20 1,087.79 284.15 1,087.79 284.15 1,087.79 979.01 2.08 1.00 979.01 2.08 1.00 g7g.o1 2.08 1.00 979.01 2.08 1.00 979.01 2.08 1.00 979.01 2.08 1.00 979.01 2.08 1.00 979.01 2.08 1.00 979.01 2.08 1.00 979.01 2.08 1.00 summary-of Shear Values- -~--, -----VuMax Vnx Phi'Vnx 58.95 395.43 395.43 53.63 395.43 395.43 50.53 395.43 395.43 60.46 395.43 395.43 60.46 395.43 395.43 50.53 395.43 395.43 50.53 395.43 395.43 53.63 395.43 395.43 50.53 395.43 395.43 50.53 395.43 395.43 load Combination Segment length ->0.90D+W->0.90H. - Osgn. l = 26.00 ft +0.90D-t£.;{).90H Span# Dsgn. L = 26.00 ft 1 Overall Maximum Deflections Load Combination +O+Lr+H Vertical Reactions Load Combination Overall MAXimum Overall MINimum +O+H +O+L+H +O+Lr+H +D+S+H +0..0.750Lr..0.750L41 +0..0.750L..0.750S+H +0->0.60W+H +0..0.70E+H +0..0.750L ..0.750Lr..0.450W-tl-i +D..0.750L +0.750S->0.450W+H +D+0.750L..0.750S+0.525E-tl-i ->0.600..0.60W..0.60H ..0.600.;{).70E..0.60H DOnly LrOnly LOnly SOnly WOnly EOnly HOnly Project Title: Engineer: Project 10: Project Oeser: Max Stress Ratios ··--~~--- Sum'!'ary of ~men! Values Summary of Shear Vatu~ M V maxMu+ maxMu-MuMax Mnx Phi*Mnx Cb Rm VuMax Vnx Phi*Vnx 0.218 0.096 128.48 -213.11 213.11 1,087.79 979.01 2.08 1.00 37.90 395.43 395.43 0.218 0.096 128.48 -213.11 213.11 1,087.79 979.01 2.08 1.00 37.90 395.43 395.43 ·---~--~---Span Max.·-· Dell Location in Span Load Combination Max.'+" Dell Location in Span 1 0.1478 15.080 0.0000 0.000 Support notation : Far left is #1 Values in KIPS Support 1 Support2 48.314 25.434 6.208 2.812 42.107 22.621 42.107 22.621 48.314 25.434 42.107 22.621 46.763 24.730 42.107 22.621 42.107 22.621 42.107 22.621 46.763 24.730 42.107 22.621 42.107 22.621 25.264 13.573 25.264 13.573 42.107 22.621 6.208 2.812 Submittal Sheet 09250 Description Advantages limitations SHEETROCI<® Gypsum Panels Exclusive tapered and rounded edge for smooth walls, stronger joints -Highest quality drywall. -Compensates for minor irregularities. -Reduces callbacks. -Fire-and sound-rated systems available. SHEETROCK® brand Gypsum Panels, SW Edge, have a special tapered and rounded eclge design to help minimize ridging or beading, but otherwise perform identically to SHEETROCK® brand Regular Gypsum Panels. This edge design helps to compensate for the effects of slight panel or stud misalignments, joint imperfections, and damaged board edges. Although panel application and joint taping are conventional, joint prefilling-with SHEETROCK® Setting-Type (DURABOND®) or Lightweight Setting-Type (EASY SAND'") Joint Compound-provides a superior result with the strongest, smoothest drywall joint ever developed. SHEETROCK Setting Type (DuRABOND) and Lightweight Setting-Type (EAsY SAND) Joint Compounds (both part of the wide range of joint treatment products available from U.S. Gypsum) harden chemically, producing exception- al bond and minimal shrinkage. With the SW edge contour, no more joint compound is required than with con- ventional edges. Introduced some years ago in order to overcome the major industry problem of "joint ridging" or "beading," SW edge panels have been in demand by a loyal following of contractors ever since. SHEETROCK brand Gypsum Panels, SW Edge, are available in 1 /2" and 5/8" thicknesses for single-and double-layer wal'l and ceiling applications. Smoother Walls. The SW edge design makes smooth walls possible every time, because it compensates for temperature/humidity conditions that cause "ridging" or "beading" and also for joint deformation resulting from framing imperfections. Ridges do not occur either during application or later. Stronger Joints. Joints stay smooth because they are pre filled with SHEETROCK Setting-Type (DuRABOND) or Lightweight Setting-Type (EASY SAND) Joint Compound, which hardens chemically into an exceptionally well bonded joint. Shrinkage is virtually eliminated. Fewer Callbacks. The real problem in "ridging" or "beading" is that it often occurs long after the job is finished, necessitating one or more callbacks. The SW edge minimizes ridging. The smooth joints made possible by SW edges make superior finishing easier to accomplish. 1. Not recommended for use where exposure to moisture is extreme and continuous. 2. In order to attain fire-resistance ratings, the construction of partition and/or floor-ceiling assemblies must conform to the designs shown in the test report. 3. To prevent objectionable sag in ceilings, weight of overlaid unsupported insulation should not exceed 1.31b./ft.' for 1/2-inch thick panels with frame spacing 24 in. o.c.; 2.21b./ft.' for 1/2-inch panels with frame spacing 16 in. o.c. or 5/8-inch panels with frame spacing 24 in. o.c. A vapor barrier should be installed in exterior ceilings, and plenum or attic space should be properly vented. 4. Maximum spacing for frame members for single-layer, new, wood-frame construction is shown in the following table. Thickness<') location Application Max. frame spa,cing, o.c. Method'') in. mm 1/2" ceilings parallel'3' 16 406 (12.7mm) perpen~icular ... 24''' 610 -·-······ walls parallel or perpendicular 24 610 5/8" ceilings parallel'31 16 406 (15.9mm) .... _p~rpe_n~i.c~l~r 24 610 ·········· ············ ... walls parallel or perpendicular 24 610 (1) Panel of 5/8" thickness is recommended for the finest single-layer construction, providing increased resistance to fire and transmission of sound; 1/2" for single- layer application in new residential construction and remodeling. (2) Long edge position relative to framing. (3) Not recommended if water-based texturing material is to be applied. (4) Max. spacing 16" if water-based texturing material is to be applied. Directions Environmental Conditions Panel Application Product Data Panel Availability Weights (approximate) Submittal Job Name Approvals: Contractor Trademarks The following trademarks used herein are owned by United States Gypsum Company: DURABOND, EASY SAND, FiRECODE, SHEETROCK. ·············· ·········· WARNING: Store all SHEETROCK brand Gypsum Panels flat. Panels are heavy and can fall over, causing serious injury or death. Do not move unless authorized. In cold weather and during gypsum panel application and joint finishing, temperatures within the building shall be maintained within the range of 55 to 70 OF. Adequate ventilation shall be provided to carry off excess moisture. Position all ends and edges of gypsum panels over framing members, except when joints are at right angles to framing members, as in perpendicular application. Apply SHEETROCK brand Gypsum Panels, SW Edge, first to the ceiling and then to the walls. Extend ceiling board into corners and rnake firm contact with top plate. To minimize end joints, use panels of rnaximurn practi- cal lengths. Fit ends and edges closely, but not forced together. Stagger end joints in successive courses with joints on opposite sides of partition placed on different studs. Attach panels to framing supports by standard single-or double-nailing rnethod, screws, or adhesive. Space fasteners not less than 3/8" from edges and ends of panels and drive as recommended for specified fastening method. Drive fasteners in field of panels first, working toward ends and edges. Hold panel in firm contact with framing while driving fasteners. Drive fastener heads slightly below surface of gypsum panels in a uniform dim- pie without breaking face paper. Install trim at all internal and external angles formed by the intersection of gypsum panel to other surfaces. Apply corner bead to all vertical or horizontal external corners in accordance with manufacturer's directions. Prefill with SHEETROCK Setting-Type (DuRABOND 45 or 90) or Lightweight Setting-Type (EAsv SAND 45 or 90) Joint Compound all grooves formed by rounded SW edge. After compound dries, treat joints with SHEETROCK Joint Tape and joint compound according to standard pro- cedures. Treat fasteners according to standard procedures as well. Thickness Core Type Foil Back Lengths 8' 9' 10' 12' 14' in. 1mm Reg."' I FC''' FCC''' (2.4m) (2.7m) (:Wm) (3.7m) (4.3m) 1/2 12.7 X ··· lx X X X X X X X x x ....... X 5/8 15.9 X X X X X (1) All panels 4 ft. wide. (2) Regular. (3) FIRECODE®. (4) FIRECODE C. Thickness Regular Core FtRECODE Core FtRECODE c Core in. mm lb./1000ft.' kg/100m' lb/1000 ft.' kg/100m' 1/2 12.7 1,760 860 1,990 970 ...... j ... 5/8 15.9 2,310 1,130 2,420 1,180 Compliance with Standards: ASTM C36 and C1396. Thermal Coefficient of Expansion (Unrestrained): 9.0 x 1 0..;; in. per in. per oF (40-1 00 oF); 16.2 mnn per oc (4.5-37.8 °C) Hygrometric Coefficient of Expansion (Unrestrained): 7.2 x 1 Q-ll in. per in. per% r.h. (5-90% r.h.); 5.4 mm per km (5-90% r.h.) Fire Hazard Classification: Flame spread 15, smoke developed 0. Packaging: 2 panels per bundle. Date Note Notice Our liability is expressly limited Products described here may We shall not be liable for to replacement of defective not be available in all incidental and consequential goods. Any claim shall be geographic markets. Consult damages, directly or indirectly deemed waived unless made in your U.S. Gypsum Company sustained, nor for any loss writing to us within thirty (30) sales office or representative caused by application of these days from date it was or for information. goods not in accordance with reasonably should have been current printed instructions or discovered. for other than the intended use. Manufactured by BOO USG.4YOU (87 4.4968) United States Gypsum Company www.usg.com 125 South Franklin Chicago, IL 60606 SAFETY FIRST! Follow good safety and industrial hygiene practices during handling and installation of all products and systems. Take necessary pre- cautions and wear the appropriate personal protective equipment as needed. Read material safety data sheets and related literature on products before specification and/or installation. WB1507 /rev. 9·05 © 2005 United Slates Gypsum Company Printed in U.S.A. Product description and specification 126 MIRRO GLIDE LOW SHEEN: INTERIOR I EXTERIOR ACRYLIC FINISH CHARACTERISTICS • Top of the line quality • Interior I exterior low sheen gloss enamel finish • 100% acrylic • Tough, flexible, fade resistant finish with superior adhesion PHYSICAL PROPERTIES SOLIDS: Solids by Weight... ..................... 50% Solids by Volume ....................... 36% FINISH: Sheen @ 60° ........................... 20-25 COLORS: White, medium, deep, accent, neutral bases and stock colors. VISCOSITY: Package Viscosity ............. 90-97 KU VOC: Coating VOC ..................... .47 gms/L Material VOC ...................... 18 gmsll Weights & Measurements ......... ±5% LEED: Complies with GS-11 I 4.1 and 4.2 PERFORMANCE PROPERTIES COVERAGE: Surface ............................ Sq. ft./Gal* Smooth Block ...................... 150-200 Rough Block .......................... 75-150 Smooth Concrete ................. 250-350 Rough Concrete .................. 150-250 DrywaH ................................ 300-350 Hard Board .......................... 300-400 Plaster ................................. 30D-350 Metal ................................... 350-400 Stucco ................................. 20D-350 Smooth Wood ...................... 200-350 *Approximate coverage for each coat. DRYING TIME: To Touch ........................... 2-4 hours To Recoat... .......................... 8 hours Cure ....................................... 7 days NOTE: Drying times increase with temperatures below 50°F or relative humidity above 80%, especially in darker colors. MIL THICKNESS: Wet.. ............................................ 5.0 Dry ............................................... 1.8 PREPARATION & PRIMING BLOCK: Allow new block to properly cure before application of primer and finish coats. Remove all loose mortar and patch all voids with the appropriate patching or caulking material. Clean the surface to remove any dirt, dust, efflorescence, grease, mildew, oil, wax, and other contaminants. Prime with 262 Acrylic Block Filler. CONCRETE: Allow new concrete to properly cure before application of primer and finish coats. Patch all voids with the appropriate patching or caulking material. Power wash all tilt-up and poured in place concrete to remove any bond-breakers or other construction residue. Clean the surface to remove any dirt, dust, efflorescence, grease, mildew, oil, wax, and other contaminants. Prime with 266 Epotilt (acrylic). DRYWALL I PLASTER: Allow new drywall I plaster finishes to properly cure before application of primer and finish coats. Patch all voids with the appropriate patching or caulking material. Clean the surface to remove any dirt, dust, grease, mildew, oil, wax, and other contaminants. Prime: For drywall prime with 061 Aqua Seal (water-based) or 168 Prime+Pius (acrylic). For plaster prime with 168 Prime+Pius (acrylic) or 172 Grip-N-Seal (acrylic). HARDBOARD: Patch all voids with the appropriate patching or caulking material. Clean the surface to remove any dirt, dust, grease, mildew, oil, wax, and other contaminants. Prime with 168 Prime Plus (acrylic} or 172 Grip-N-Seal (acrylic). METAL: Scrape, power tool clean and sand the surface to remove any dirt, dust, grease, loose shop prime, oil, rust, scale, and other contaminants. Prime with two coats of 561 Acrylic Metal Prime. Pretreat all galvanized or non-ferrous metal surfaces with a solvent meeting local VOC regulations. STUCCO: Allow new stucco to property cure before application of finish coats. Patch all voids with the appropriate patching or caulking material. Clean the surface to remove any dirt, dust, efflorescence, grease, mildew, oil, wax, and other contaminants. Prime with 266 EJPotilt (acrylic). WOOD: Patch all voids with the appropriate patching or caulki1ng material. Clean the surface to removE~ any dirt, dust, grease, mildew, oil, wax, and other contaminants. Prime with 168 Prime+Pius (acrylic). Use two coats IJf 168 Prime+Pius on lumber subject to tannin bleed, such as redwood and cedar. PREVIOUSLY PAIIIJTEDSURFACES: Patch all voids with the appropriate patching or caulking material. Power wash, wash, scrape, sand and clean the surface to remove any chalk, dirt, dust, grease, loose paint, oil, wax, mildew, and other contaminants. Prime where necessary with the appropriate primer for the substrate. Exterior masonry or stucco surfaces with excessive chalk must be primed with 266 Epotilt (acrylic). APPLICATION METHODS: This product may be applied by brush, roller, or airless sprayer. Apply coating evenly while maiintaining a "wet edge" to prevent lapping or side sheen discrepancies. THINNING: This product is. designed to be used at package consistency. However, if due to specific condiitions thinning is desired, thin with water not to exceed 112 pint per gallon of paint. CLEAN-UP: Clean tools, equipment, and work area with soap and warm water. (continued) 126 MIRRO GLIDE LOW SHEEN: INTERIOR./EXTERIOR ACRYLIIC FINISH 126 MIRRO GLIDE LOW SHEEN: INTERIOR I EXTERIOR ACRYLIC FINISH CAUTIONS APPLICATION: Do not apply this product when surface or air temperature is below 5o•F, or when temperatures are expected to fall below 50•F within 24 hours. Do not expose to rain, dew, other moisture or extreme temperature changes for a minimum of 48 hours. Good painting practices dictate that all paint products be tested for adhesion, appearance, color, and compatibility prior to application. Protect all adjacent surfaces from splash, spill and over- spray during application. PERSONAL: This product may be irritating to eyes and skin. Avoid contact with eyes and skin. In case of eye contact flush with clean, warm water for at least fifteen minutes and call a physician immediately. Avoid breathing vapor or mist. Wash skin thoroughly after contact. DO NOT TAKE INTERNALLY. Keep out of reach of children and unqualified personnel. Consult the Material Safety Data Sheet for complete product safety information. STORAGE: Protect during storage from freezing and temperatures above 95• F. Store protected, in unopened containers, for up to two years. REGIONAL OFFICES CORPORATE OFFICE I SAN DIEGO: 6625 Miramar Road San Diego, CA 92121 (858) 626-3600 (800) 477-9991 (858) 626-3651 FAX LOS ANGELES: (626) 396-1142 Architectural/ Sales Division (800) 826-9048 (626) 396-1827 FAX ORANGE COUNTY I INLAND EMPIRE: (714) 630-8040 Architectural/ Sales Division (714) 666-2342 FAX FRESNO I CENTRAL VALLEY: (559) 448-8088 (559) 448-8090 FAX NORTHERN CALIFORNIA: (916) 852-8082 (916) 852-8386 FAX ARIZONA: (602) 275-5444 (602) 244-2715 FAX NEVADA/ LAS VEGAS: (702) 895-9800 (702) 895-7798 FAX NEVADA I RENO: (916) 852-8082 (916) 852-8386 FAX WARRANTIES Frazee warrants that its products will conform and perform in accordance with the product specification sheets. Frazee also warrants its products to be free from defects in material and manufacturing. Frazee's liability to the buyer or any third party for any losses or damages, shall not exceed beyond replacement cost, excluding freight and handling of material, proven to be defective. Frazee agrees to respond to claims of defective material, upon receipt of written notification and verification of product defects. Any claim must be made within five days of the discovery of the defect. In no event shall the seller be liable for any consequential or incidental damages or loss of profits. Frazee is not liable for variation in environment, application, color, or changes in procedure, which may cause unsatisfactory re1sults. PHILOSOPHY Since 1896, integrity has been the cornerstone of our business philosophy. Integrity, together with service and quality, are essential ingredients in every product Frazee manufactures. 10108 126 MIRRO GLIDE LOW SHEEN: INTERIOR I EXTERIOR ACRYLIIC FINISH Submittal Sheet 09250 Sheetrocl{® Gypsum Panels ............................................................................................................................................................................................................................................................. Description Umitations Finishing and Decorating Regular core flnEcooE"" Core fiRECODE c Core Quality interior wall and ceiling panels at low cost -Fire-resistant dry construction -Quick installation and decoration -Score and snap easily -Resist cracking and warping -Specialized types for all systems SHEElROC~ brand gypsum panels are factory-fabricated, composed of a fire-resistant gypsum core encased in heavy natural-finish face paper and strong liner paper on the back side. The face paper is folded around the long edges to reinforce and protect the core, and the ends are square-cut and finished smooth. Long edges of panels are tapered, allowing joints to be reinforced and concealed with a USG joint treatment system. SHEETROCK gypsum panels are available with three core types for standard construction uses. With a regular core, available in three thicknesses for specific purposes. 1/Z' Panels Recommended for single-layer application in residential construction. 3/8" Panels Lightweight, applied principally in the double-wall system over wood framing!, and in repair and remodeling. 1/4" Panels Lightweight, low-cost, utility gypsum panels, used as base layer for improving sound control in double- layer steel and wood-stud partitions, and for use over old wall and ceiling surfaces. Also for forming curved surfaces with short radii. 5/8" Type x Gypsum Panels Provide additional fire resistance over regular panels. 1/2" and 5/8'' Type c Gypsum Panels Specially formulated mineral core provides fire resistance superior to that offered by FIRECODE Core gypsum panels. 1. Avoid exposure to sustained temperatures exceeding 125 "F (52 ·q. 2. Avoid exposure to excessive, repetitive or continuous moisture before, during and after installation. Eliminate sources of moisture immediately. 3. Non-loadbearing. 4. Fire-resistance ratings achieved when assembled in accordance with UL designs. For high-quality finishing results, USG recommends the following products: -SHEETROC~ ready-mixed joint compounds -SHEETROc~ setting-type joint compounds -SHEETROC~ joint tape -SHmRoc~ First Coat primer -SHEErROCK"' paper-faced metal bead and trim -SHEETRoc~ TuFF-HIDE"' primer-surfacer Painting products and systems should be used which comply with recommendations and requirements in Appendixes of ASTM C840. For priming and decorating with paint, texture or wall covering, follow manufacturer's directions for materials used. All surfaces, including applied joint compound, must be thoroughly dry, dust-free, and not glossy. Prime with SHEETROCK First Coat primer or with an undiluted, interior latex flat paint with high-solids content. Allow to dry before decorating. To improve fastener concealment, where gypsum panel walls and ceilings will be subjected to severe artificial or natural side lighting and be decorated with a gloss paint (egg shell, semi-gloss or gloss), the gypsum panel Product Data Test Data Maximum Frame Spacing Drywall Construction Compliance Submittal ~~-Approvals: Contractor Trademarks The following trademarks used herein are owned by United States Gypsum Company or a related company: 0URABOND, EAsY SAND, FIRECODE, SHEETROCK, TUFF HIDE. ................................................................................................................................................................................................... surface should be skim coated with joint compound. This equalizes suction and texture differences between the drywall face paper and the finished joint compound before painting. As an alternative to skim coating, or when a Level 5 finish is required, use SHEETROCK TuFF HIDE'" primer-surfacer. Size: 1/4", 3/8", 1/2" and 5/8" x 48" wide; 8'-14' long. 1/2" and 5/8" also available in 54" wide. Weight 1/4" -1.21bs/sf; 3/8" -1.41bs/sf; 1/2" -1.61bs/sf; 5/8"-2.21bs/sf. Thermal Resistance "R": For 1/2" thickness: 0.45 oF x ft.2 x h/Btu (0.08 K x m2JIN). Thermal Coefficient of Expansion: Unrestrained: 40-100 •f (4-38 •c): 9.0 x 1 Q-6 in./in./°F (16.2 x 1 Q-6 mm/mm/0 C) (16.2IJm/m/0C). Hygrometric Coefficient of Expansion: Unrestrained: 5-90% r.h. 7.2 x 1()-6 in./in./% r.h. (7.2 x 1Q-6 mrn/mm/% r.h.) (7.21Jrn/m/% r.h.). Packaging: 2 panels per bundle. Surface Burning Characteristics: Flame spread 15, smoke developed 0. Direct Application Panel thicknessm Location Application melhod~l Max. frame spacing o.c. in. mm in. mm Single-Layer 3/8 9.5 ceilingst3l . Pl:rP.e~di~~lar,:l ................ 16 406 .................... .................... parallel14l 16 406 1/2 12.7 ceilings .P.~~P.e~~i~_u!~~ .................... 2415)16) 610 .................... .................... parallel141 16 406 sidewalls .P.W:~.I!el. ?.r~IJ!~Il!!~~lar ..... 24 610 .................... .................... parallel14l 16 406 5/8 15.9 . _c~i_li~Q~_~~ __ .......... . _p~rp_~n.d~_ula: ................... 24 610 ..................... .................... sidewalls parallel or perpendicular 24 610 Double-Layer 3/8 9.5 . _c~i.I!~_Qs.m. ............ .P~rp_e~_d!?.u!a: .................... 16 406 .................... .................... sidewalls perpendicular or parallel 241m 610 1/2 and 5/8 12.7 and 15.9 .c~ilin_Qs ............... . P~~p_e~_d!?.u!ar_ O.~P.a.ra!ll~! ..... 24~1 610 ................... .................... sidewalls perpendicular 2418l 610 (1) 5/8" thickness is recommended lor the !in est single-layer construction, providing increased resistance to fire and trlnsmission o! sound; 1/2" lor single-layer application in new residential construction and remodeling; and 3/8" for repair and remodeling over existing surtaces. (2) Long edge pooition relative to framing. (3) Not recommended below unheated spaces. (4) Not recommended it water-based texturing material is to be applied. (5) Max. spacing 16" it water-based texturing material is to be applied. (6) ff 1/2" SHEETROCK" interior ceiling board is used In place of gypsum panels, max. !;pacing is 24" o.c. lor perpendicular application with weight o! unsupported insulation not exceeding 1.3 psi., 16" o.c. with weight of unsupported insulation not exceeding 2.2 psi. (7) Adhesive must be used to laminate 3/8" board lor double-layer ceilings. (8) Max spacing 16" o.c. it fire rating required. Meets ASTM C1396. I Date Note Notice Our liability is expressly limited Products described here We shall not be liable for to replacement of defective may not be available in all incidental and consequential goods. Any claim shall be geographic markets. Consult damages, directly or indirectly deemed waived unless made your U.S. Gypsum Company sustained, nor for any loss in writing to us within thirty sales office or representative caused by application of these (30) days from date it was or for information. goods not in accordance with reasonably should have been current prinled instructions or discovered. for other than the intended use. Manufactured by 800 USG.4YOU (874-4968) United States Gypsum Company usg.com 550 West Adams Street Chicago, IL 60661 Safety First! Follow good safety and industrial hygiene practices during handling and installation of all products and systems. Take necessary precautions and wear the appropriate personal protective equipment as needed. Read material safety data sheets and related literature on products before specification and/or installation. WB1473/rev. 1·07 © 2007. United States Gypsum Company Printed in U.S.A. Technical Document Suspended Drywall Ceiling Seismic Exemptions Seismic Technical Guide Suspended Drywall Ceiling Construction Flat ceilings constructed of gypsum board that are screw-attached to suspension members that support a ceiling on one level extending from wall to wall, are generally exempt from acoustical seismic construction requirements such as: perimeter end wall clearance, perimeter hanger wires, horizontal restraint and vertical splay bracing. This is due to the diaphragm strength achieved by screw-attached gypsum board. In addition, there are no lay-in ceiling panels that can become dislodged. For these suspended drywall ceiling applications in seismic design categories A-F, we offer the USG® drywall suspension system and the USG Wall-to-Wall drywall suspension system complete with galvanized steel Heavy- Duty main tees. Perimeter detail-angle moldin•g .................................................................................................................................................................................................................................................................................. Suspended Drywall Ceiling Drywall Seismic Requirements Control Joints Typical Control Joint 1 maintee II 2 IBC category 0, E, F IBC Category C Minimum intersection strength limits for MT I CT 180 lbs. 60 lbs. ·~:=~~~~=~~~;-==· ~~;;:,;;;············~~~··············· :0r.i:~:~n.~~ai!:C~~~ra.n.~e.::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :~~t:~~9U.i~~(::::::::::::::::::::::::: :~oji.6.9~if.e~:::::::::::::::::::::::::::. Perimeter closure (molding) width No min. requirement No min. requirement · fieriiiieier ·1;;·;; eiiiis !iiiii'!O"ge!iiiir.ai· Piiiimelers .............. · · .. · · · · · .. · ·Nai.riiiiliired ..... · ........ · · · ...... · · · .. · "Nii'reti.tiiriiii .... · .. · .. · · .. · · .......... · · · Hariiaritiii · resirairii isiiiay.wires ·or ·;iiiiii.iiraciri'fli. wiitiin. · .... · · ...... ·Nat· riiiiliireii · .. · · · .. · · .... · ........ · · · · .. Noireiiiiiriiii · .... · · · · · · .. · · .. · · .. · · .. ·· · 2 in. ofintersecnon and splayed 90" apartat45" angles . ·caiiiiiriis;iiaii.posis.isiruiSi.12·n:·a:c·:iii.tioiti.iiireCiiofis: ............ ·Nai.reiiliiiiiii ........................... '"Niii'riiti'tiireii ........................... . starting 6 ft. from walls :~~P.P.ie~~~~~~:ii~~i:ii~ti!.e:~~~~~~~:r1~:::::::::::::::::::::::::::::::::::: :~~i:~~9U.ii.iiei:::::::::::::::::::::::::::::~~~i.~~~!r.~~:::::::::::::::::::::::: ... . . ?~~s!lli~ .s~r1!ra.!iO.~. j~~n.t ........................................................... -~~~-r~~u_i_re.~ .............................. ~O.t!.e9~ir~d. .......................... . Drywall control joint Required when applicable Required when applicable Note: the USG drywall suspension system and the USG Wall-to-Wall drywall suspension systems satisfy these requirements. Control joint is a general term for methods used to minimize (not eliminate the potential for) cracking in ceilings. Specifically, a control joint minimizes cracking in the face of a ceiling. At the perimeter ceiling it is called a perimeter relief joint or slip joint. A control joint is effective in minimizing cracking caused by tensile or compressive movement in a membrane resulting from thermal, hygrometric and structural effects. Construction & location Max. single dimension Max. single area ft. m ft2 IJI2 Ceiling interior .. vv.ith._ P.~~i~~~e!. !.e.l!~f ................. _5.0 ............. 1.5. .......................... ~5.~~ ....... ~~~-...................... . without perimeter relief 30 9 900 85 Ceiling-exterior gypsum 30 9 900 85 At control joint locations: -Leave a 1/2-in. continuous opening between gypsum boards for insertion of surface-mounted joint. -Interrupt ceiling framing with a 1/2-in. gap, wherever there is a control joint in the structure. -Separate supports for each control joint flange. -Provide an adequate seal or sating insulation behind control joint where sound and/or fire ratings are prime considerations. The locating of control joints is the responsibility of the design professional. These sugtgestions should be integrated with project conditions when determining specific locations for control join1s. II Typical Control Joint Fire-Rated System hanger wire- ,-back block for fire-rated syslem ======";'cl! IF.l9L_I r.13f4'' L~lw117;======= ~~ I~-~~ ~~) USG drywall suspension syslem -control joint tSHE~lOCK gypsum panel ··························································································································································································································································--······················ Code Compliance -Meets ASTM C635 -Meets ASTM C645 -Installation per ASTM C636 -Installation per ASTM C754 -Installation per ASTM C840 -ICC-ESR-1222 -City of Los Angeles Research Report: RR25764 -CA Division of the State Architect (DSA) IR-A5 Interpretation of Regulations Manual through reference to ICC-ESR-1222 or CA Division of the State Architect (DSA) IR-A6 Change Order and Field Change Approval Processes. -CA Office of Statewide Health Planning and Development (OSHPD) please refer to Code Application Notice 2-1708A.5, pre-approval through ICC-ESR-1222 is recommended. -City of New York MEA 312-99-M and MEA 123-00-M Product Information Purpose L.A. Research Report than the intended use. Our See usg.com for the most This seismic technical guide Compliance liability is expressly limited to up-to-date product information. (STG) is intended as a resource DONN brand suspension systems replacement of defective goods. Installation for design professionals, to manufactured by USG Interiors, Any claim shall be deemed promote more uniform criteria Inc., have been reviewed and waived unless made in writing Must be installed in compliance for plan review and jobsite are approved by listing in the to us within thirty (30) days from with ASTM C636, ASTM C754, inspection of projects. This following L.A. Research Reporl date it was or reasonably should ASTM C840, ASTM E580, STG indicates an accept-number: 25764. have been discovered. CISCA, and standard industry able method for achieving Notice Safety First! practices. compliance with applicable We shall not be liable for inci-Follow good safety/industrial Code Compliance codes and regulations, although dental and consequential dam-hygiene practices during The information presented is other methods proposed by ages, directly or indirectly sus· installation. Wear appropriate correct to the best of our knowl-design professionals may be tained, nor for any loss causedl personal protective equipment. edge at the date of issuance. considered and adopted. by application of these goods Read MSDS and literature Because codes continue to ICC Evaluation Service, Inc., not in accordance with current before specification and evolve, check with a local official Report Compliance printed instructions or for other installation. prior to designing and installing Suspension systems manu-a ceiling system. Other restric-factured by USG Interiors, Inc., tions and exemptions may apply. have been reviewed and are This is only intended as a quick approved by listing in ICC-ES reference. Evaluation Report ESR-1222. Evaluation Reports are subject to reexamination, revision and possible cancellation. Please refer to usgdesignstudio.com or usg.com for current reports. Manufactured by usg.com The following are tredemarl<s of USG SC2495/rev2-10 USG Interiors, Inc. seismicceilings.com Interiors, Inc. or a related company: © 2010, USG Interiors, Inc. 550 West Adams Street sustainableceilings.com DoNN, OX, DXL, SHEETROc~ USG, USG Printed in U.S.A. Chicago, IL 60661 usgdesignstudio.com in stylized letters. Q Johnsonite® A Tarkett tompany THE ULTIMATE FLOORING EXPERIENCE Product Specification 096519 RESILIENT TILE FLOORING THE T ARKETT COLLECTION 1.0. PREMIER 1. PROPRIETARY PRODUCT/MANUFACTURER 1.1. Proprietary Product: Luxury vinyl floor covering with PUR- reinforced surface in tile and plank form. Suitable for commercial working environments and offices: • Education -Classrooms, corridors, multipurpose rooms, laboratories, cafeterias, lavatories • Offices -Break rooms, offices, corridors, cafeterias, lavatories • Retail-Sales areas, offices • Healthcare -Exam rooms, lobbies, corridors • Hospitality -Corridors, vending areas, lobbies 1.2. Manufacturer: Johnsonite, Inc., Phone: 16910 Munn Road Chagrin Falls, Ohio 44023 Tech: Web: www.johnsonite.com Samples: E-mail: info@johnsonite.com Fax: 1.3. Proprietary Product Description (800) 899-8916 (440) 543-8916 Ext 9297 Ext9299 (440) 632-8920 1.3.1. Construction: Johnsonite's I. D. Premier is constructed on a unique composite structure built with solid homogeneous calendared layers reinforced with non woven glass fiber combined with a polymeric base and PVC wearlayer. 1.3.2. Styles: I. D. Premier is available in 54 colors. Wearlayer Thickness: .028" (.07 mm) Overall thickness .098"(2.50 mm) • Tile Size: 18.5" x 18.5" (47.1 em x 47.1 em), available in 23 colors, 18 tiles per carton • Planks Size: 37" x 6.16" (94.2 x 15.7 em), available in 28 colors, 27 planks per carton • Planks Size: 37" x 3.08" (94.2 x 7.85 em), available in 3 colors, 54 planks per carton 2. PRODUCT PERFORMANCE AND TECHNICAL DATA • Tile material meets ASTM F 1700 -Class Ill -Type B performance standards for solid vinyl floor tile • Static coefficient of friction: ASTM D 2047 >0.6 • Static load Limit: ASTM F 970 -250 psi • Fire Performance: Flooring Radiant Panel: ASTM E 648 - Class 1 • Impact Sound Reduction: 5dB • Chemical Resistance: ASTM F 925 -Passes No Change 3. INSTALLATION • The installation of Johnsonite Homogenous flooring should not begin until the work of all other trades has been Released June 2010 Page 1 of2 completed, especially overhead trades. Areas to receive flooring shall be clean, fully enclosed, weathertight, and maintained at a temperature betwe!en 700F to 850F (180C to 290C) for 72 hours before, during, and after the installation is completed. The flooring material and adhesives shall be conditioned in the same manner. A minimum temperature of 55°F (13°C) must be maintained atter installation. • In areas that are exposed to intense or direct sunlight, the product must be protected during the conditioning, installation, and adhesive curing pE~riods, by covering the light source. • Wood floors should be double construction with a minimum thickness of 1 inch. Material selection shall be made utilizing ASTM F 1482, Standard Guide to wood Underlayments or Use under Resilient Floors. "Particle or chipboard" type underlayments are not acceptablE~. The floor must be rigid, free of movement and have at least 18" of well ventilated air space below. • Concrete shall be prepared utilizing ASTM F 710, Practice for Preparing Concrete Floors and Other Monolithic Floors to Receive Resilient Flooring. • Floors shall be smooth, flat, permanently dry, clean and free of all foreign material such as dust, paint, grease, oils, solvents, curing and hardening compounds, sealers, asphalt, and old adhesive residue. • Floor covering shall not be installed over expansion joints. • It is essential that moisture tests be taken on all concrete floors regardless of age and grade level. One test should be conducted for every 1,000 sq. ft. of flooring and the results not exceed 5 lbs. per 1,000 sq. ft .. in 24 hours when tested in accordance with ASTM F 1869 Standard Test method for Measuring Vapor Emission Rate of Concrete Subfloor using Anhydrous Calcium Chloride. Or 80% when tested accordance with ASTM F 2170 Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs using in situ Probes. Surface pH of the concrete should range between 7 and 9. If the tests results exceed the limitations, the installation must not proceed until the problem has been corrected. • Use the same batch number for each continuous surface. Ensure that cut tiles closest to walls are at least 6 inches. At doorways and comers, the tiles are at least equal to half the tile original size. • Material installed under heavy dynamic or static loads will require the use of a specialized firm setting adhesive, -Johnsonite 975 Two-Part Polyurethane is recommended for these areas. ID Premier PS 061810 Q Johnsonite® A Tarkett Company 3.1. Adhesives: • For standard application- THE ULTIMATE FLOORING EXPERIENCE Johnsonite #925 Adhesive for Resilient Flooring: Approximate Coverage: Porous Substrate: 150-175 sq. ft. Non-porous Substrate: 250-300 sq. ft. Allow adhesive to become tacky before installation. Roll the floor covering with a 100 lb. three-section roller to break down adhesive ridges and expel any entrapped air while adhesive is still wet. Avoid working on newly installed flooring whenever possible. • For special application- Johnsonite #975 Two-Part Polyurethane Adhesive: Approximate Coverage: Porous Substrate: 225-250 sq. ft. Non-porous Substrate: 225-250 sq. ft. Flooring must be installed while adhesive is wet. Roll the floor covering with a 100 lb. three-section roller to break down adhesive ridges and expel any entrapped air while adhesive is still wet. Avoid working on newly installed flooring whenever possible. 3.2. Installation Manual: Refer to Johnsonite's Installation Instruction for complete installation details. 4. AVAILABILITY AND COST Available through authorized Johnsonite distributors nationwide. 5. WARRANTY Limited 5 year warranty. For complete details, contact Johnsonite or an authorized Johnsonite distributor. 6. MAINTENANCE • Light foot traffic may be allowed 24 hours after installation. • No heavy traffic, rolling loads, or furniture placement for 72 hours after installation. • Allow at least 72 hours for adhesive to achieve bond before commencing recommended maintenance routine. • Do not use acetone or similar materials to clean floors. Furniture rests, cart wheels and tires should be made of soft, non-staining rubber and should be large enough to fully dissipate the load. Chair pads are recommended for desk areas. Special hard set adhesive is required in areas where heavy static or dynamic loads will occur 6.1. Refer to Johnsonite's I.D. Premier Maintenance Instructions for complete maintenance details. 1. TECHNICAl SERVICES Samples: Submittal samples for verification and approval available upon request from Johnsonite. Samples shall be Product Specification 096519 RESILIENT TILE FLOORING submitted in compliance with the requirements of the Contract Documents. Accepted and approved samples shall constitute the standard materials which represent materials installed on the project. For current Installation and Maintenance Instructions, Product Specifications, and other technical data, visit us on the web at www.johnsonite.com or contact Johnsonite at (800) 899-8916. Released June 2010 Page2of2 ID Premier PS 061810 MATERIAL SAFETY DATA S H E E T PRODUCT CODE: 1260001 Page 1 of 3 PRODUCT NAME: MIRRO GLIDE LS WHITE 1260001 HMIS CODES: H C F R P PRODUCT CODE: 1 0 0 G =============--==== SECTION I -MANUFACTURER IDENTIFICATION ================= MANUFACTURER'S NAME: Frazee Industries ADDRESS 6625 Miramar Rd. San Diego, CA, 92121 INFORMATION PHONE 858-626-3600 DATE PRINTED : 4/19/2010 EMERGENCY PHONE: (619) 543-6000 (SAN DIEGO REGIONAL POISON CONTROL CENTER) ========== SECTION II HAZARDOUS INGREDIENTS/SARA III INFORMATION ========= REPORTABLE COMPONENTS PROPYLENE GLYCOL OSHA: N/E, ACGIH TLV: N/E, OTHER: N/E VAPOR @ CAS NUMBER PRESSURE TJE:MP 57-55-6 mm Hg 0.08 68 F WEIGHT PERCENT 1 * Indicates toxic chemical (s) subject to the reporting requirements of section 313 of Title III and of 40 CFR 372. PROPOSITION 65: (+) See section VI =============== SECTION III PHYSICAL/CHEMICAL CHARACTERISTICS ============ BOILING POINT: 212 F.DEG. (WATER) SPECIFIC GRAVITY (H20=1): 1.27 VAPOR DENSITY: HEAVIER THAN AIR EVAPORATION RATE: SLOWER THAN ETHER COATING VOC g/Lt 47.1 MATERIAL VOC g /Lt 18 . 2 #VOC/#SOLIDS 0.0289 SOLUBILITY IN WATER: DILUTABLE APPEARANCE AND ODOR: VISCOUS LIQUID. MILD ODOR. ================= SECTION IV -FIRE AND EXPLOSION HAZARD DATA ============== FLASH POINT: N/A METHOD USED: N/A FLAMMABLE LIMITS IN AIR BY VOLUME-LOWER: N/A UPPER: N/A EXTINGUISHING MEDIA: FOAM, ALCOHOL FOAM, C02, DRY CHEMICAL, WATER FOG SPECIAL FIREFIGHTING PROCEDURES:WATER MAY BE USED TO COOL CLOSED CONTAINERS TO PREVENT PRESSURE BUILD UP WHEN EXPOSED TO EXTREME HEAT. WEAR ADEQUATE FIRE FIGHTING EQUIPMENT INCLUDING A SELF CONTAINED BREATHING APPARATUS UNUSUAL FIRE AND EXPLOSION HAZARDS: POLYMER FILM CAN BURN. MATERIAL CAN SPLATTER ABOVE 212 F. DEG. ======================== SECTION V STABILITY: STABLE CONDITIONS TO AVOID REACTIVITY DATA ======================== EXCESS HEAT MAY CAUSE CONTAINERS TO RUPTURE. AVOID TEMPERATURES BELOW 40 F. DEG. AVOID FREEZING CONDITIONS. INCOMPATIBILITY (MATERIALS TO AVOID) AVOID MATERIALS THAT ARE WATER REACTIVE. ALSO AVOID STRONG ALKALINE AND ACIDIC SUBSTANCES. HAZARDOUS DECOMPOSITION OR BYPRODUCTS CO, C02, VARIOUS HYDROCARBONS, ETC., BY COMBUSTION. MATERIAL SAFETY DATA S H E E T PRODUCT CODE: 1260001 Page 2 of 3 HAZARDOUS POLYMERIZATION: WILL NOT OCCUR ==================== SECTION VI HEALTH HAZARD DATA ======================= INHALATION HEALTH RISKS AND SYMPTOMS OF EXPOSURE VAPOR OR MIST CAN CAUSE HEADACHE, NAUSEA AND IRRITATION OF THE NOSE, THROAT AND LUNGS. SKIN AND EYE CONTACT HEALTH RISKS AND SYMPTOMS OF EXPOSURE USE GOOD PERSONAL HYGIENE PRACTICES WHILE WORKING WITH THIS MATERIAL. DRY CONTAMINATED CLOTHING BEFORE REUSE. FOR EYE CONTACT, FLUSH WITH FRESH WATER FOR AT LEAST 15 MINUTES. IF IRRITATION PERSISTS, GET MEDICAL ATTENTION. SKIN ABSORPTION HEALTH RISKS AND SYMPTOMS OF EXPOSURE NONE EXPECTED. INGESTION HEALTH RISKS AND SYMPTOMS OF EXPOSURE MAY BE HARMFUL OR FATAL IF SWALLOWED. INGESTION MAY CAUSE NAUSEA, VOMITING,DIARRHEA AND GASTROINTESTINAL IRRITATION. CONSULT A PHYSICIAN. HEALTH HAZARDS (ACUTE AND CHRONIC) NONE EXPECTED. CARCINOGENICITY: NTP CARCINOGEN: NoiARC MONOGRAPHS: N/AOSHA REGULATED: No PROPOSITION 65:N/A MEDICAL CONDITIONS GENERALLY AGGRAVATED BY EXPOSURE OVEREXPOSURE TO VAPORS CAN CAUSE HEADACHES, DIZZINESS AND NAUSEA. EMERGENCY AND FIRST AID PROCEDURES DERMAL: CLEAN WITH SOAP AND WATER.C INGESTION. CONSULT A PHYSICIAN.C INHALATION: REMOVE TO FRESH AIR.C EYE CONTACT: FLUSH WITH WATER. CONSULT A PHYSICIAN. =========== SECTION VII PRECAUTIONS FOR SAFE HANDLING AND USE ============ STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED WIPE UP IMMEDIATELY AND SAFELY DISCARD ABSORBANTS. IN THE EVENT OF LARGE SPILLS, DIKE THE AREA AND PUMP THE MATERIAL TO AN EPA PERMITTED WASTE TANK. WASTE DISPOSAL METHOD DISPOSE OF IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS CURRENTLY IN FORCE FOR THIS PRODUCT HAZARD CLASS. PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING USE WITH ADEQUATE VENTILATION. AVOID PPROLONGED BREATHING VAPOR. l1VOID PROLONGED OR REPEATED SKIN CONTACT. KEEP AWAY FROM EXCESIVE HEAT. OTHER PRECAUTIONS AVOID ALL SOURCES OF HEAT, OPEN FLAMES, SPARKS AND STATIC ELECTRICITY. ===================== SECTION VIII CONTROL MEASURES ======================= RESPIRATORY PROTECTION:NONE REQUIRED IF AIRBORNE CONCENTRATIONS ARE MAINTAINED BELOW THE OCCUPATIONAL EXPOSURE LIMITS LISTED IN SECTION II. FOR 1\IRBORNE CONCENTRATIONS HIGHER THAN SUCH LIMITS WEAR A MSHA/NIOSH APPROVED MASK FOR ORGANIC VAPOR, DUST, MIST & FUMES. WHEN USING IN POORLY VENTILATED AND CONFINED SPACES USE A FRESH-AIR SUPPLYING OR SELF-CONTAINED BREATHING APPARATUS. VENTILATION:MAINTAIN GOOD VENTILATION TO KEEP PRODUCT VAPOR CONCENTRATIONS BELOW SPECIFIED THRESHOLD LIMIT VALUES. PROTECTIVE GLOVES:NEOPRENE GLOVES SHOULD BE WORN TO REDUCE THE EFFECTS OF SKIN OVER-EXPOSURE. EYE PROTECTION:GOGGLES OR FACE SHIELD ARE RECOMMENDED. OTHER PROTECTIVE CLOTHING OR EQUIPMENT: TO PREVENT REPEATED OR PROI .. ONGED SKIN CONTACT, WEAR PROTECTIVE CLOTHING AND BOOTS. MATERIAL SAFETY DATA S H E E T PRODUCT CODE: 1260001 Page 3 of 3 WORK/HYGIENIC PRACTICES:EYE WASHES & SAFETY SHOWERS IN THE WORKPLACE ARE RECOMMENDED, AS WELL AS BARRIER CREAMS, DAILY SHOWERS & CHANGE OF CLOTHES. ========================= SECTION IX DISCLAIMER ========================== NOTICE: TO THE BEST OF OUR KNOWLEDGE THIS INFORMATION IS ACCURATE. HOWEVER, WE DO NOT GUARANTEE ITS ACCURACY AND CANNOT BE LIABLE FOR ANY DAMAGES ACTUAL OR CONSEQUENTIAL WHICH MIGHT RESULT FROM RELIANCE THEREON. ''?~%' (_ Cicyof Carlsbad PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Building@carlsbadca.gov B-18 ;;:2 5 0 \ E \ (O,.fi/V\1 t\0 ~Jil.l . £~~\0 . ProJect Address: C:2\ ... A.J . .,b \j D--L Permit No.: (~I L1 '3ol '-P Information provided below refers to wor~ being done on the above mentioned permit onl~'· This form must be completed and returned to the Building Division before the permit can be issued. B-18 Building Dept. Fax: (760) 602-8558 r Number of new or relocated fixtures, traps, or floor drains ........................................................ ~.,0 New building sewer line? ......................................................................................... Yes __ No __2(_ Number of new roof drains? ................................................................................................................ _Q_ Install/alter water line? .......................................................................................................................... _1::f_Q_ Number of new water heaters? .......................................................................................................... __I__ Number of new, relocated or replaced gas outlets? ..................................................................... r Number of new hose bibs? ................................................................................................................... _Q_ Residential Permits: New/expanded service: Number of new amps: -------- Minor Remodel only: Yes__ No Commercial/Industrial: Tenant Improvement: Number of existing amps involved in this project: Number of new amps involved in this project: New Construction: Amps per Panel: Single Phase ............................................................... Number of new amperes ___ . ____ _ Three Phase ................................................................. Number of new amperes ___ , ____ _ Three Phase 480 ........................................................ Number of new amperes _______ _ 7. Number of new furnaces, A/C, or heat pumps? ............................................................................ ....2._ New or relocated dud wor~? .......................................................................... Yes K No __ _ Number of new fireplaces? ................................................................................................................. ..Q._ Number of new exhaust fans? ............................................................................................................ _1__ \ Relocate/install vent?............................................................................................................................ Y'c:) Number of new exhaust hoods?........................................................................................................ ' ·:3 Number of new boilers or compressors? ........................................................... Number o,f HP Page 1 of 1 Rev. 03/09 Elizabeth A. Pozzebon Director DBA: Luna Grill <!Countp of ~an 1!\tego DEPARTMENT OF ENVIRONMENTAL HEALTH FOOD AND HOUSING DIVISION P.O. BOX 129261, SAN DIEGO, CA 92112-9261 Phone: (858)505-6660 FAX: (858)505-6824 1 (800) 253-9933 www.sdcdeh.org PLAN APPROVAL SHEET SITE: 2525 El Camino Real #298, Carlsbad, CA 92008 BUSSINESS OWNER: Premier Food Concepts PLANS are approved contingent upon the following: 1) Department of Environmental Health (DEH) stamped plans shall be maintained at the jobsite available for review at the time of the inspection. 2) Changes to equipment layout, menu, or application must be submitted for approval. Changes without approval will make the plan approval null and void. 3) Obtain local Building Department and all applicable agencies permits and approvals. !:'RIOR TO ·· FINAL INSPECTION AND APPROVAL OF PROJECT BY THIS DEPARTMENT. 4) All food and utensil-related equipment shall be certified to applicable sanitation standards by an accredited testing agency. 5) Upon completion of 60%-80% of construction, call (858) 505-6660 to schedule a mid inspection. lieu of a plumbing inspection by DEH: a. Floor sinks shall be installed 'Y2 exposed and equipped with an appropriate grill cover if no access is provided for cleaning. b. Drain lines shall slope Y.t per foot to gravity, shall not exceed 15' in length and shall terminate minimum of 1" above the floor sink with a legal air gap. Drain lines shall not intercept wa.IKVIIav:s.: or door ways. No condensate drainage of any kind, including HVAC can drain to the mop sink. The entire floor surface must be sloped to the floor drains approximately 1/8 inch per foot or a four feet diameter depression that slopes 1 :50 (approximately % inch per foot). Conduits of all types shall be installed within walls as practicable. When otherwise installed, they shall be mounted or enclosed in a chase so as to facilitate cleaning. Backflow devices shall be provided and initially tested upon installation by a certified tester. air balance test shall be furnished at the time of the final inspection for all hoods. Health Permit may be applied for after the preliminary inspection. New business &re encouraged to be present at the time of the final inspection. operators must pass an approved and accredited Food Safety Certification course. 51,1c:cessful completion of this course is to be furnished at the final inspection .. the final inspection is requested, the facility shall have all utilities operational and all have an ambient air temperature of 38"F or below and shall be equipped with a to +I-2"F in the warmest section of the unit. All equipment is to be in place and health through leadership, partnership and science" lllnlf,.ln \AlAI U •• , ...... !' ~ ·I· (26' t lf 307;; "'L""l.: lfiTI ...,~ .llcl\. Jl,_. 11 I DEPARTMENT OF ENVIRONMENTAL HEALTH PLAN CHECK T NOTICE: CALL 858-505-66€0 TO SCHEDULE PRELIMINARY, MID NJD FlNAL ~;\iSF·'ECTK)N. IF THERE ARE NO INSPECTIO'~S C·:'·:"" ''T:C!~' -~FTf:P._O~ii"' (1) YEAR FROM THE DATE THE' r·l !'.'!r: '.\:·;:-.: ·; :; :.:~; :He.~ THE APPRO If EO PI NlS •Ni\..L 1:.\. :l; '. ,, r-,;;·.~ f·,c.>"' PLAJ~;:, MUST BE RESUSMITTl:U FOF; N-'FRC'.AL ~W:O'F'S;i.~~ (\ ~EPAATMEJ'>I!f:QF ow~~ ~~ PlANS Ji\'CCEPTEDl=O~~drtltf'Ni:: REQUIREMENTS OF lHE $lATE ~'N0100~URE'$tiJt:..@';"~. TtUS STAMP IS NOASSU~l*A.f'UE~~~._ ftCAnONS ARE CORRECT IN 'EVBR'! 'RESPECT.~ DESIGN~ COOSilll'''"""~~ ev-~~ \::::: · 'DA \ ~ l ___ · ~~SBl.f;Of.1.f'.d.AiliS~-~~.Oiii ~-UGB.sa.E ~ •. '---- ROOM FINISH SCHEDULE ROOM/AREA NAME FLOOR BASE WALLS CEILING MATERIAL MATERIAL MATERIAL FINISH WAINSCOT MATERIAL FINISH FRONT OF STORE LVP CTB SGB PT CT SGB PT COOK LINE EP EPC CT WCT RESTROOM CT CTB SGB PT CT SGB PT STORAGE/PREP. AREA EP EPC FRP !NCT JANiTuRiAL EP EPC FRP WCT WAREWASHIPOT SINK EP EPC FRP WCT TRASH AREA CON CON CON PT N/A PT WALK-IN COOLER EP MTL MTL N/A ~ QT QUARRY TILE QTB QUARRY TILE COVED UP MIN. 4", MIN. 3/8" COVE CT CERAMIC TILE CTB CERAMIC TILE COVED UP MIN. 4", MIN. 3/8" COVE SGB SMOOTH FINISH GYP BOARD PT WASHABLF FNAUI=I PAIMT (Y) REVISIONS DATE 6. 6_ 6 ~~~~~gif~~ ~ ~Qr ~g li!~~~ ~~;~ 5!0~~~~ -~!iiz~ ;;! ! .., u"'~ ~~ i~~~g~~ ~a;~-~ -~~~i in ~~~ ~~ ::aii!U> ~ ~ ~""u ~~ Iii ~~~~;~~~~~ ~ ~.,.~;~alii ~ z ::1 ~-~~a;g ~~; ~ l§l'"'i~i~~~ II. 1!: ~:;;~gli!a~ 0 ;~o_wl5 ~e iii! ~ illhh~~~ ~ !r 1!1 --~~~-~~~~ ~ 0 u ulf!.,.~~~~ ~ IIJ ~g~i ~~~~ ... j!: I li ... ~~~~e~i a:: IIJ i Q ~~~~~~~~~ ~ Q ~ I· -~~~~ ~ ig il!a;;i~'-~-~~u~~~~f L >: j :I !zt;~lill85 ~ ~ I I ~~~~-~-~~= ~ ~ ~Ui!§l1l~l! ~5~~ il!ll ~ .... l3 ""~~~l!iolii~~8 f !II <n Zl!j ~ 2~~~~~~~ I ~~!ih:i~ !la~C1a:: tio 1.11-~(\I ....