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Home My WebLink About2540 ORION WAY; ; CBC2018-0118; Permit(htyof H Carlsbad 'T Corrimercual Print Date: 08/01/2019 Permit No: CBC2018-0118 Job Address: 2540 Orion Way Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed - Finaled Parcel No: 2090502600 Lot U: Applied: 02/28/2018 Valuation: $36,277.80 - Reference U: DEV00035 Issued: 02/26/2019 Occupancy Group: Construction Type: Permit Finaled: U Dwelling Units: Bathrooms: Inspector: AlCrog Bedrooms: Orig. Plan Check U: Final Plan Check U: Inspection: 8/1/2019 11:57:53AM Project Title: FIRE STATIONS STORAGE FAC Description: FIRE STATION #5: ADD ROOF TO 780 SF STORAGE ROOM AND INTERIOR IMPROVEMENTS Applicant: Owner: Contractor: LUKE ENGLISH CITY OF CARLSBAD GEM INDUSTRIAL ELECTRIC INC 16902 Rio Maria Rd - Lakeside, CA 92040-1178 760-720-4378 858-486-1758 Total Fees: Total Payments To Date: Balance Due: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must foIIw the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required informatior 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. I You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov ITE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: [--]PLANNING DENGINEERING DBUILDING DFIRE DHEALTH DHAZMATIAPCD Building Permit Application Plan Check No. Est. Value 3 2_J7 i'O , Cy of 1635 Faraday Ave., Carlsbad, CA 92008 Cdisbad Ph: 760-602-2719 Fax: 760-602-8558 Plan Ck. Deposit email: building@carlsbadca.gov Date Tt/2.2/ 1 IswpppBaBa I www.carlsbadca.gov JOB ADDRESS 2540 ORION WAY, CARLSBAD, CA 92010 SuITE#/SPACE#/uNST# I I 209 - 050 - 26 00 CT/PROJECT # LOT # PHASE C C OF UNITS C BEDROOMS I C BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE 0CC. GROUP 4736 I NA 0 0 I 0 CITY OF CARLSBAD I V-B S & U DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) REMODEL OF EXISTING OPEN STORAGE ROOM TO PROVIDE ROOF, OVERHEAD DOOR, INTERIOR DOOR, CMU WALL INFILL, SKYLIGHTS, PASSIVE ROOF VENTS, STRUCTURAL FRAMING, AND ELECTRICAL WORK. 780 SQUARE FEET. EXISTING USE I PROPOSED USE I GARAGE (SF) PATIOS (SF) DECKS (59 FIREPLACE lAIR CONDITIONING STORAGE STORAGE I I I YEsD# NO[R]1 YES NO IFIRESPRINKLERS YESENO APPLICANT NAME Primary Contact LUKE ENGLISH PROPERTY OWNER NAME CITY OF CARLSBAD ADDRESS 4034 30TH STREET ADDRESS 1635 FARADAY CITY STATE ZIP CITY STATE ZIP SAN DIEGO CA 92104 CARLSBAD CA 92008 PHONE FAX PHONE FAX 619-546-4326 I 619-546-4350 760-602-7543 I EMAIL EMAIL LENGLISH@PLATTWHITELAW.COM steven.stewartcarlsbadca.gov DESIGN PROFESSIONAL SANDRA GRAMLEY CONTRACTOR BUS NAME Ct?t'1 7idtiinttt ADDRESS 4034 30TH STREET ADDRESS /(ogo?- g Zd CITY STATE ZIP SAN DIEGO CA 92104 CITY STATE ZIP £ttkesIde PHONE 619-546-4326 FAX I 619-546-4350 PHONE 5'- -(7 FAX I - & -OO EMAIL SGRAMELY@PLATTWHITELAW.COM EMA il) c -,a a cc, rr STATE LIC. C STATE LIC.# CRY BUS. LIC.# C-21073 3 PCL4S / ) (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law {Chapter 9, commending with Section 7000 of Division 3 of tjre 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 perju,y one of the following declarations: 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. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Codeor th rforrnance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. _-d-C-43 (1r1i â2JTn)/°S £L5ftO g(06O2 Expiration Date_____________ This section need not be completed if the permit is for one hundred dollars ($100) or isis. [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 fines up to one hundred thousand dollars (&100,000), In addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, Interest and attorney's fees. CONTRACTOR SIGNATURE DAGENT DATE / g ®00JDQ(D ®?U®() I hereby affirm that lam exempt from Contractor's License Law for the following reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). [] I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). [J 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. I:jYes I:INo 2.1(have I have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address! phone! contractors' license number): 4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name! address! phone! contractors' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name! address! phone! type of work): .'PROPERTY OWNER SIGNATURE []AGENT DATE VwHi 1Dr!)Ot.®Ol)(b )093 ®ti)? Is the applicant or futu.re building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous SubstanceAccount Act? Yes I No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Yes 1 No Is the facility lobe constructed Within 1,000 feet of the outer boundary of a school site? I Yes I No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. ()®Ol)® I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address fP1POtJ17 O0170®f IcedifythatI have read the application and state thatthe above Information Is conactand thatthe Inform then on the plans Is aeaiiatei agreeto complywith all Cityordinanoes and State laws ,elatingtobuildingconstnictlon. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for Inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5V deep and demolition or construction of structures over 3stories in height EXPIRATION: Every permit issued by the Building 011icial under the p ionsofthisCodesllexpirebyllmitationandbecomenullandvoid if the building ork authorized by such permit is not commenced within days or of l8o days (Section 1064.4 Uniform Building Code). APPUCANT'S SIGNATURE 'i.. (_ DATE 2/22/2018 (—' STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CERTIFICATE OF OCCUPANCY lCommercial Projects Only) Fax (760) 602.8560, Email buiIdinacarIsbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Ca4ad, California 92008. CO#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANT'S BUS. LIC. No. DEUVERY OPI1ONS PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) ASSOCIATED CB# MAIL TO: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) NO CHANGE IN USE/ NO CONSTRUCTION MAIL! FAX TO OTHER: CHANGE OF USE / NO CONSTRUCTION APPLICANT'S SIGNATURE DATE =R, M1jU1,NSRE I1ISTOR-Y REPORT (ç2 8) Permit Type: BLDG-Commercial Application Date: 02/28/2018 Owner: CITY OF CARLSBAD Work Class: Tenant Improvement Issue Date: 02/26/2019 Subdivision: RANCHO AGUA HEDIONDA POR OF Status: Closed - Finaled Expiration Date:' 01/28/2020 Address: 2540 Orion Way Carlsbad, CA 92010-7240 IVR Number: 9803 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes August 01, 2019 Page 2 of 2 Permit Type: BLDG-Commercial Application Date: 02/28/2018 Owner: CITY OF CARLSBAD Work Class: Tenant Improvement Issue Date: 02/26/2019 Subdivision: RANCHO AGUA HEDIONDA POR OF Status: Closed - Finaled Expiration Date: 01/28/2020 Address: 2540 Orion Way Carlsbad, CA 92010-7240 IVR Number: 9803 Scheduled Date Actual Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 0312812019 0312812019 BLDG-IS 087231-2019 Passed Andy Krogh Complete RooflReRoof (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency RFI required for double 2x10 condition/ side Yes transfer nailing or screw detail 07/3012019 0713012019 BLDG-34 Rough 099066.2019 Failed Chris Renfro Reinspection Complete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready. No plans on site. Call for No reinspection BLDG-Final 099066.2019 Failed Chris Renfro Reinspection Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready. No plans on site. Call for No reinspection BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 0713112019 07/31/2019 BLDG-34 Rough 099176.2019 Failed Chris Renfro Reinspection Complete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Need to install GFCI on ceilings where . No extension cord pull boxes are installed BLDG-Final 099177-2019 Failed Chris Renfro Reinspection Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final Need to install GFCI on ceiling where No extension cord pull boxes are installed 08/01/2019 0810112019 BLDG-34 Rough 099406-2019 Passed Chris Renfro Complete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Final 099406-2019 Passed Chris Renfro Complete Inspection August 01, 2019 Page lof2 EsGil A SAFEbullf Company DATE: 4/20/2018 U APPLICANT XJURIS. JURISDICTION: cCityof Carlsbad PLAN CHECK #.: CBC2018-0118 SET: II PROJECT ADDRESS: 2540 Orion Way PROJECT NAME: Carlsbad Fire Station #5 Storage Building Roof The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. Lii EsGil staff did advise th, applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: '' (byle) Email: I) Mail Telephone Fax In Person REMARKS: All the accessibility requirements will be addressed by the $(y. (Mr. Peterson) By: David Yao Enclosures: EsGil 4/13/18 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 a EsGil A SAFEbuittCornpany DATE: 3/12/2018 0 APPLICANT JURISDICTION: City of Carlsbad le JURIS. PLAN CHECK#.: CBC2018-0118 SET:I PROJECT ADDRESS: 2540 Orion Way PROJECT NAME: Carlsbad Fire Station #5 Storage Building Roof fl The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Luke English IIi EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Luke English Telephone #: 619-546-4326 Date contacted: 311211? (by--R Email: lenglishplattwhiteIaw.com Mail Fax In Person LI REMARKS: By: David Yao Enclosures: EsGil 3/1/18 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad CBC2018-01 18 3/12/2018 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK#.: CBC2018-0118 OCCUPANCY: S-i? TYPE OF CONSTRUCTION: VB JURISDICTION: City of Carlsbad USE: storage ACTUAL AREA: 3639 sf ALLOWABLE FLOOR AREA: 9000 sf? STORIES: 2 HEIGHT: SPRINKLERS?: N REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 3/12/2018 FOREWORD (PLEASE READ): OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 3/1/18 PLAN REVIEWER: David Yao 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 2016 CBC, which adopts the 2015 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 2015 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, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. City of Carlsbad CBC2018-0118 3/12/2018 (DO NOT PAY - THIS IS NOT AN INVOICE) VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2018-0118 PREPARED BY: David Yao DATE: 3/12/2018 BUILDING ADDRESS: 2540 Orion Way BUILDING OCCUPANCY: S-i BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) storage per city 36,278 Air Conditioning ___ Fire Sprinklers ___ TOTAL VALUE 36,278 Jurisdiction Code Icb IBY Ordinance I Bldg. Permit Fee by Ordinance Jr 1 Plan Check Fee by Ordinance v Type of Review: EI Complete Review EJ Structural Only Repetitive Fee E] Other 0 i' Repeats Hourly __IHr. @ * EsGil Fee I I $323.291 I $210.141 I $184.281 Comments: Sheet of City of Carlsbad C8C2018-01 18 3/12/2018 Please make all corrections, as requested in the correction list. Submit FOUR new complete.sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 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 and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 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 only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: Occupancy Classification(s) Title sheet of the plan shows S-2/U. Please clarify. S-2 is for non-combustible storage. What kind of the storage for this facility? U-accessory, private garage. It appears to classify as S-I will be more apocopate. Description of Use What kind of storage? 2. Provide a fully dimensioned site plan drawn to scale. Sec. 107.2. Include the following: a) Clearly dimension building setbacks from property lines, street centerlines, and from all adiacent buildings and structures on the site plan. 3. Provide a statement on the site plan stating: "All property lines, easements and buildings, existing and proposed, are shown on this site plan." 4. A Class A roof covering is required. (City policy) 5. Specify on the plans the following information for the roof materials, per Section 1506.3: Manufacturer's name and product name/number. ICC approval number, or equal. 6. Specify minimum 1/4 inch per foot roof/deck slope for drainage. Section 1507.10.1. 7. Provide skylight details to show compliance with Sections 2606.5 and 2404, or specify on the plans the following information for the skylight(s): Manufacturer's name and Model name/number. ICC approval number, or equal. City of Carlsbad CBC2018-01 18 3/12/2018 8. Per California law, additions or alternations of Commercial projects or Multifamily Residential projects (condos, apartments and hotels with kitchens) available for use before January 1, 1994 may require replacement of noncompliant plumbing fixtures *** by water conserving fixtures All plumbing fixtures in the building where an addition will increase the floor area of the building by 10%. (Or) Plumbing fixtures that serve the alternations or improvement in which the building permit valuation exceeds $150,000.00. (Or) An alternation or improvement to a room containing noncompliant fixtures (regardless of valuation). Please note on the plans the specific plumbing fixtures requiring replacement. "Noncompliant plumbing fixtures" are any of the following: Any water closet exceeding 1.6 gallons/flush. Any urinal manufactured to use more than 1.0 gallon/flush. Any showerhead exceeding 2.5 gallon/minute. Any interior faucet that emits more than a 2.2 gallons/minute. ACCESSIBILITY Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. The structural calculation shows END GLB is 3.5x14. Sheet S102 shows 51/8x15 GLB. Please be consistent. Please refer to the following corrections for plumbing, mechanical, electrical and energy items. To speed up the review process, please 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: U Yes U No The jurisdiction has contracted with EsGil, 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 David Yao at Esgil. Thank you. City of Carlsbad CBC2018-01 18 3/12/2018 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 The following disabled access items are taken from the 2016 edition of California Building Code, Title 24. Per Section 1.9.1, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. REMODELS, ADDITIONS AND REPAIRS When alterations, structural repairs or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the following requirements, per Section 11 B-202.4: The area of specific alteration, repair or addition must comply as "new' construction. A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. The path of travel shall include the existing parking. Existing toilet and bathing facilities that serve the remodeled area must be shown to comply with all accessibility features. END STRUCTURAL CALCULATIONS SUPPLEMENTAL March 20, 2018 AARK Project No. PWA.020.00 Project City of Carlsbad. Fire Station #5 Storage Building Roof Carlsbad, California Registration . Mark Van Bibber, SE 5314 1870 Cordell Court Suite 202 El Cajon, CA 92020 tel 619 312 6336 fax 619 383 6560 aarkengineering.com AARK Project No. PWA.020.00 Structural Calculations - Supplemental March 20, 2018 Table of Contents SupplementalCalculations ......................................................................................................................... 1 -2 Project Data Client: PlattlWhitelaw Architects, Inc. Design Code: 2016 California Building Code Materials of Construction: Concrete masonry....................................................................................ASTM C90, f'm = 1,500 psi Grout............................................................................................................................. ft = 2,000 psi Mortar .................................................................... . .................... ASTM C270, Type S; f'c = 1,800 psi Reinforcing steel ............................................................................................. ASTM A615, Grade 60 Epoxy adhesive for concrete..........................................................Hilti HIT-HY 200 ([CC ESR-3187) Epoxy adhesive for concrete masonry.............................................Hilty HIT-HY 70 ([CC ESR-2682) Masonry Screw Anchor..............................................................................Titen HD (ICC ESR-1 056) Wood framing ...................................................................................................... per Structural Plans Elements Designed by Others: Existing building. Geotechnical Report: None. a 1870 Cordell Court Suite 202 El Cajon, CA 92020 tel 619 312 6336 fax 619 383 6560 aarkengineering.com = O.34a I 5.125x15 = 839.68 psi = 2,450.73 psi +D+Lr+H .10.250ft = Span #1 Maximum Shear Stress Ratio Section used for this span fv Actual Fv: Allowable Load Combination Location of maximum on span Span # where maximum occurs = 0.137:1 5.125x15 45.22 psi = 331.25 psi +D+Lr+H = 0.000 It = Span #1 0.296 in Ratio = 831 >=360 0.000 in Ratio = 0<360 0.473 in Ratio= 519>=180 0.000 in Ratio = 0<180 - I 1870 Cordell Ct, Suite 202 aark Engineering, Inc. El Cajon, CA 92020 619-312-6336 liu@aarkengineering.com Project Title: City of Carlsbad Fire Station #5 Storage Roof Engineer D. Grant Project ID: PWA.020 Project Descr: [Wood Beam -. I 91e = P:tPWAPlaU Whitetaw ArcliitectstPWA.020-City of Carlsbad FS 5 lmprovementstCalculationslframing.ecfi N ENERCALC. INC. 1983-2018. Build:10.18.1.31. Ver.10.18.1.31 Description: End GLB CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: IBC 2015 Material Properties Analysis Method: Allowable Stress Design Fb + 2,000.0 psi E: Modulus of Elasticity Load Combination IBC 2015 Fb- 1,400.0 psi Ebend-xx 1,500.0ksi Fc - PrIl 1,500.0 psi Eminbend - xx 790.0 ksi Wood Species : AC/AC Fc - Perp 560.0 psi Ebend- yy 1,400.0 ksi Wood Grade :20F - V12 Fv 265.0 psi Eminbend - yy 740.0 ksi Ft 925.0 psi Density 28.70pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling 'S . D(0.096) Lr(0.16) 9 9 9 9 5.125x15 Span = 20.50 ft Applied Service loads entered. Load Factors will be applied for calculations. Uniform Load: D = 0.0 120, Lr = 0.020 ksf, Tributary Width = 8.0 ft Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Overall Maximum Deflectións Load Combination Span Max. -" Defi Location in Span Load Combination Max. + Defi Location in Span +D+Lr+H 1 0.4732 10.325 0.0000 0.000 Vertical Reactions Support notation: Far left is #1 Values in KIPS Load Combination Support 1 Support 2 V Overall MAXimum 2.624 2.624 V V V V Overall MiNimum 1.640 1.640 +D+H V 0.984 0.984 V +D+L+H 0.984 0.984 +D+Lr+H 2.624 2.624 +D+S+H 0.984 0.984 +D+0.750Lr+0.750L+H 2.214 2.214 V Iaark Engineering, Inc. 1870 Cordell Ct, Suite 202 El Cajon, CA 92020 619-312-6336 liu@aarkengineering.com Project TiUe: City of Carlsbad Fire Station #5 Storage Roof 102 Engineer D. Grant Project ID: PWA.020 ' Project Descr: Wood B - qie P:PWA. Platt WhitelawArchitectstpWA.020 - City of Carlsbad FS 5 lmprovementsCaIculatianslframing.ec6 00 earn . V - - ENERCALC, INC. 1983-2018, Build:10.18.1.31, Ver:10.18.1.31 Lic. Licensee CIdEengineering Description: End GLB Verticil Reactions - Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 +D+0.750L+0.750S+H .1 0.984 0.984 +D+0.60W+H 0.984 0.984 +D+0.70E+H 0.984 0.984 +D+0.750Lr+0.750L+O.450W+H 2.214 2.214 V +1)+0.750L+0.750S+0.450W+H 0.984 0.984 +D+0.750L40.7505+0.5250E+H 0.984 0.984 +0.60D+0.60W+0.60H V 0.590 0.590 +0.60D+0.70E+0.60H 0.590 0.590 D Only 0.984 0.984 V LrOnly - 1.640 1.640 V LOnly SOnly WOnly EOnIy - HOnly . USE MBHU5.50/I4KY HANGER EACH END, CAPACITY - 3,260 LBS > 2,624 LBS. f V V V V I STRUCTURAL CALCULATION S 1 ST SUBMITTAL February 23, 2018 AARK Project No. PWA.020.00 RECEIVED FEB 28 2018 CITY OF CARLSBAD Project BUILDING DIVISION City of Carlsbad Fire Station #5 Storage Building Roof Carlsbad, California Registration No. 5314 Exp 9130118 p .S Mark Van Bibber, SE 5314 1870 Cordell Court Suite 202 El Cajon, CA 92020 tel 619 312 6336 fax 619 383 6560 aarkengineering.com 0'ec 2.401 8'- 0 11 8' AARK Project No. PWA.020.00 Structural Calculations - 1st Submittal February 23, 2018 Table of Contents DesignLoads ............................................................................................................................................. 1-6 Framing...................................................................................................................................................... 7-12 Lateral.....................................................................................................................................................13-18 Project Data ;ii Client: PlattlWhitelaw Architects, Inc. Design Code: 2016California Building Code Materials of Construction:ç Concrete masonry....................................................................................ASTM C90, I'm = 1,500 psi Grout............................................................................................................................. f'c = 2,000 psi Mortar ......................................................................................... ASTM C270, Type S; ft = 1,800 psi Reinforcing steel .................................................. ........................................... ASTM A615, Grade 60 Epoxy adhesive for concrete .......................................................... Hilti HIT-HY 200 (ICC ESR-3187) Epoxy adhesive for concrete masonry.............................................Hilty HIT-HY 70 (ICC ESR-2682) Masonry Screw Anchor..............................................................................Titen HD (ICC ESR-1 056) Woodframing .............................................................................. . ........................ per Structural Plans Elements Designed by Others: Existing building. Geotechnical Report: None. 1870 Cordell Court Suite 202 El Cajon, CA 92020 tel 619 312 6336 fax 619 383 6560 aarkengineering.com \S nao > : - .,. ..'... I Project City of Carlsbad Fire Station #5 Storage Building Roof I I Page 1 Date Feb 2018 Project No. PWA.020 By D. Grant Description Design Loads Checked f -H-ft-F (JSGS Design Maps Summary Report User—Specified Input Report Title Carlsbad FS #5 Mon December 4, 2017 13:53:18 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available In 2008) Site Coordinates 33.13670N, 117.26665°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category IV (e.g. essential facilities) TMOTZW? P 0 . 'cealeidekium ,j ?4e\\ .v,. 1 I Oceansic Centi ie\ — - ista. F Output Ss = 1.0529 SMS = 1.135 g Sos = 0.757g S = 0.408 g SMS = 0.649 g S01 = 0.433 g information on how the SS and Si values above have been calculated from probabilistic (risk-targeted) and rminlstic ground motions in the direction of maximum horizontal response, please return to the application and ct the "2009 NEHRP" building code reference document. MCEi Response Spectrum 0Csgri Response Spectrum am as' ass ala ala a3 024 Qua ass ass IS P€r,od. 1 (sac) Priad. 1 (see) For PGA,,, T, C, and CRS values, please view the detailed report. this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or Implied, as to the of the data contained therein. This tool Is not a substitute for technical subject-matter knowledge. t-t t t .. 1Project City of Carlsbad Fire Station #5 Storage Building Roof I 1Page 2 Date Feb 2018 Project No. PWA.020 f By D. Grant Descripon Design Loads Checked t-ffsftelclilisbtt 4ardidciH 1 1. .+AL II III Rotcg •41 :1:1 1 1 1: .-4B1 i i:: i-soiii.1 I ITh So ft clay..so,l -tI -.% Soulsjequug..sneJspeclTl&anaiysIs .-L - --1.. -4--- L I F Project Building Site Class - 0 11111 •r11HH ill iii 1111111 I 111111111 Table I.5.1 Risk Category of Buildings and Other Structures for Flood, Wind, Snow, Earthquake, and Ice Loads - . Use or Occupancy of Buildings and Structures . Risk CLilegoiy Building.,; and Iher sirucliircs.ihat represent a low risk to human life in the event- of failure I All buildings and other structures except those listed in Risk Categories I, III, and IV I Buildings mcI oihei siructuics the failure or which could pose at substantial risk to hum in life. Ill Buildings and other siruclures. not included in Risk Category IV. with potential to cause a substantial . econO mic impact thtd/or mash disruption of day-to-day civilia,i life in the event of failure. - •. BuiIdin0. s and other structures not included in Risk Category IV (including but not limited to facilities that in mul Ictum process handle. store use or dispose at such substances is Ii mi.iidoLis fuels hii iidous . chéiiticals. hazardous waste: or explosives) containing toxic oir explosive substances where the quantity of the in den ii exceeds a threshold qu mnilty est iblished by the authority hav ing jurisdiction and is sufficient to pose a threat to the public if released.' . . • Buildings and other iiructurcs designated as essential facilities. - - . •• IV - Buildings and other structures, the failure,. of which could pose a substantial hazard to the community. . 5 . Buildings and other structures (including, but not limited to. facilities that manufacture. process, handle, store. - use, or dispose of such substances as -hazardous fuels. hazardouschemicals. or- hazardous vastc) containing sufficient quantities or highly toxic substances where the quantity of the material exceeds a threshold quantity established by the authority having jurisdiction and is sufliciáni Itt 1xsc a threat to the public if released." Buildings and other stiucluics icquiicd to maintain the Iuction mlii) at other Risk C itcgoi) IV sInIciuis 'Buildings and other structures containing tOxic, highly toxic, or explosive substances shall be eligible for classification to a lower Risk Category if it can be demonstrated to the satisfaction of lime authority having jurisdiction by a hazard assessment as described in Section 1.5.3 that a release of the substances is commensurate with the risk asociated with that Risk Category. - • I A,I I I I I I I 1 11 1 1 1 1 'I 1 1 -1- I I I A I I I I -I- I 11.1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.1 1 1 I I I I I I I I I I I I I II I I I I I I I Project City of Carlsbad Fire Station #5 Storage Building Roof I I Page 3 I Date Feb 2018 Project No. PWA.020 By D. Grant Descnpon Design Loads Checked : ''' ! :J 1 ifflt4I I I hunt! J4:1:Lt:i:Wt 111)le 1.5-2 Importance Factors by Risk Category of Buildings and Other Structures for Earthquake Loads" Snow, Ice, and Risk Category Snow Impoilance Ice Importance Ice In)l)ollance from Factor. Factor-Thickness. Fuetor-Wind. Table 1.5-1 I I Seismic Importance Factor, I, - - 1 0.80 0.80 1.00 II 1.00 1.00 1.00 III 1.10 1.25 1.00 IV 1.20 1.25 1.00 1.00 1.00 1.25 1.50 "The component importance factor. I,, applicable to earthquake loads, is not included in this table because it is dependent the individual component rather than that of the building as a whole, or its occupancy. Refer to Sectioii 13.1.3. on the importance of : = = :: ::' :: :I :::: :•:: = j S0 trat Site latitude No. 160237.2 H itt Re5 roll cceIeratic and longitude and spectral response dated May 4, 2016. I I tL. Iti.tlft•ttjtttl t _t accelerations provided by Twining, Inc. Project f USGS U:S- ! Se'. f.4 jil DesIgn Maps fool.lnt 11 141 -1 +41 atitUde: ---f } 33.1367 N • 44 i: = - I onglue.1 -Short I I.' I . • ir.rrr1: period- 4 response ttnrJ 1.052 - I acceleration S- = ____1 -sec period response acceleration 'S 0.408 ; I i ] , Table.11.4 '.L.'J_. Slte1Copff1l€r:,J 1. . - - . . !_ I..t. . I .. . . - . j. idl .......... [05 14óh sri I iti I I IiIi if!!ii III 1111111 I1Q Q Er. -Qf'II.H IiciI 'I AcT UIBU NiiON I 41:2.11I 0J Il.L.Il Adjust ,ioiiFuiu I ji_l•ui ,C. rc tIi I I i I_ItI•'t Il1.2I { ii.i i'•'•t,ti_l itt 1i I. I 111.0 ,I_ip, II RJL.pJ..L,e,1S1,.- III i i. 7 7I fi iflU tiiLui TfTnLTTi iiTTt .i_tlul.Ill__il. Hill tltiiiIl IlItitt JfI w}iti1 t 1W I -I I- IF1 I+ I+ .+ ÔA IE i iionili~?4i'7+++++I 1 1J Design Short Period Response,SDS: "DS - " - "MS - 1 . I I f 1 1TiflTrHi:iiiiiiT1fliTiTTFiT H ii I 11 11 1 Tblt lit Ii I I F I I I I I .4-57 2 0. I I 'I Ii 0 U! H +144444+H44- 111: IUim1nnt U ft. Site Clabs .S 0 i & 2 5, & S, & 5, C (knearlj terpolated) - I 59 : it TH 1HB.Lt ii1 LLp:1Ui Lii ii I. Hi TTori tflri tJQt ItO8L I Adjdste esp me PndUt II I HH H1 .......... fl16J 11151-111-14 - trT1 TTiTVflTd1 T1flril F.5j I'E4•L 445I P 143.2 -H..ä - IP 1-..4 l--lT.4I-l-- - Design Response, SD,: rF T r11 .t -L .1. reei i:i .4.7TL 11L fl -itI ttrfl IUi r ti 4 4flfl H MtTttUt aark Engineering, Inc. Project hUe: City of Carlsbad Fire Station #5 Storage Roof 1870 Cordell Ct, Suite 202 Engineer: D. Grant Project ID: PWA.020 El Cajon, CA 92020 Project Descr: 7 619-312-6336 liu@aarkengineering.com Wood Beam - le P:tPWA- Platt WhltelawA,thitectstPWA.020 - City of Carlsbad FS 5 ImprovementsCalculalionstframing.ec6 N ENERCALC, INC. 1983-2018, Build:10.18.1.31, Ver.10.18.1.31 Description: Roof Joist CODE REFERENCES - - Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: IBC 2015 Material Properties Analysis Method: Allowable Stress Design Fb + 1,150.0 psi E: Modulus of Elasticity Load Combination IBC 2015 Fb - 1,150.0 psi Ebend- xx 1,800.0 ksi Fc - PrIl 1,800.0 psi Eminbend - xx 660.0 ksi Wood Species : Douglas Fir - Larch (North) Fc -. Perp 625.0 psi Wood Grade :No. I & Btr Fv 180.0 psi Ft 750.0 psi Density 30.580pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase 0(0.016) Lr(0.04) 9 2x10 Span = 16.0 ft Applied Loads. - Service loads entered. Load Factors will be applied for calculations. Uniform Load: D = 0.0080, Lr 0.020 ksf, Tributary Width = 2.0 ft Maximum Bending Stress Ratio = 0.552 1 'Maximum Shear Stress Ratio = 0.195 :1 Section used for this span 2x10 ' Section used for this span 2x10 th :'Actual 1,005.30 psi fv : Actual = 43.84 psi FB : Allowable = . 1,818.44psi Fv: Allowable 225.00 psi Load Combination +D+Lr+H Load Combination. +D+Lr+H Location of maximum on span = 8.000ft Location of maximum on span = 15.241 ft Span # where maximum occurs Span #1 Span # where maximum occurs = Span #1 Maximum Deflection -. Max Downward Transient Deflection 0.333 in. Ratio = 576 >=360 Max Upward Transient Deflection 0.000 in Ratio = 0<360 Max Downward Total Deflection 0.466 in Ratio = 411 >=240. Max Upward Total Deflection 0.000 in Ratio = 0<240.0 I Overall Maximum Deflections Load Combination Span Max. - Dell Location in Span Load Combination Max. +° Defi Location in Span +D+Lr+H ' 1 0.4664 8.058 0.0000 0.000 Vertical Reactions •- - . - Support notation: Far left is #1 Values in KIPS Load Combination Support 1 Support 2 . r Overall MAXimum 0.448 0.448 Overall MINimUm 0.320 ' 0.320 +D+H 0.128 0.128 +D+L+H - 0.128 0.128 +D+Lr+H 0.448 0.448 +D+S+H 0.128 0.128 +D+0.750Lr+0.750L+H " 0.368 0.368 aailc Engineering, Inc. 1870 Cordell Ct, Suite 202 El Cajon, CA 92020 619-312-6336 livaarkengineering.com Project Title: City of Carlsbad Fire Station #5 Storage Roof - Engineer D. Grant Project ID: PWA.020 Project Descr: 8 I Wood Beam le = P:PWA- Platt WhitelawArchitectslPWA.020 - City of Carlsbad FS 5 ImprovementsCaIcuIatlonsframing.ec6 I ENERCALC. INC. 1983-2018. Build:10.18.1.31. Ver.10.18.1.31 Description: Roof Joist Vertical Reactions Support notation: Far left is #1 Values in KIPS Load Combination Support 1 Support 2 +D+0.750Li0.750S+H 0.128 0.128 - +D+0.60W+H 0.128 0.128 +D+0.70E+H 0.128 0.128 +D+0.75OLr+0.750L+O.450W+H 0.368 0.368 +D+0.750L+0.750S+0.450W+H 0.128 0.128 +D+0.750L+0.750S+0.5250E+H 0.128 0.128 +0.60D+0.60W+0.60H 0.077 0.077 +0.60D+0.70E+0.60H 0.077 0.077 D Only 0.128 0.128 Li Only 0.320 0.320 LOnly S Only WOnly EOnly H Only USE LSSU2I0 HANGER EACH END, CAPACITY = 1,390 LBS >448 LBS. aark Engineering, Inc. 1870 Cordell Ct, Suite 202 El Cajon, CA 92020 619-312-6336 liu@aarkengineering.com Wood Beam Project Title: City of Carlsbad Fire Station #5 Storage Roof Engineer: D. Grant Project ID: PWA.020 Project Descr: 9 INC. 1983-2018. Build:10.18.1.31. Ver.10.18.1.31 Description: Center GLB Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: IBC 2015 Material Properties Analysis Method: Allowable Stress Design Fb + 2,000.0 psi E: Modulus of Elasticity Load Combination IBC 2015 Fb- 1,400.0 psi Ebend-xx 1,500.0ksi Fc - Prll 1,500.0 psi Eminbend - xx 790.0 ksi Wood Species : AC/AC Fc - Perp 560.0 psi Ebend- yy 1,400.0 ksi Wood Grade :20F - V12 Fv 265.0 psi Eminbend -yy 740.0ksi Ft 925.0 psi Density 28.70 pd Beam Bracing : Beam is Fully Braced against lateral-torsional buckling 9 9 9 D(O.196) Lr(0.28) 5.125x15 Span = 21.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D = 0.0140, Lr = 0.020 ksf, Tributary Width = 14.0 ft = 0.260:1 5.125x15 = 86.13 psi = 331.25 psi +D+Lr+H 0.000 ft = Span #1 Maximum Bending Stress Ratio Section used for this span lb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection = 0.67Q I Maximum Shear Stress Ratio 5.125x15 Section used for this span 1,638.37 psi fv : Actual 2,444.83 psi Fv : Allowable +D+Lr+H Load Combination = 10.500ft Location of maximum on span = Span #1 Span # where maximum occurs 0.570 in Ratio = 442 >360 0.000 in Ratio= 0<360 0.969 in Ratio = 260 >=240. 0.000 in Ratio = 0<240.0 Overall Maximum Deflections Load Combination Span Max." Dell Location in Span Load Combination Max. "+ Dell Location in Span +D+Lr+H 1 0.9690 10.577 . 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 4.998 4.998 Overall MiNimum 2.940 2.940 +D+H 2.058 2.058 +D+L+H 2.058 2.058 +D+Lr+H 4.998 4.998 +D+S+H 2.058 2.058 +D+0.75OLr+0.750L+H 4.263 4.263 aark Engineering, Inc. Project Title: City of Carlsbad Fire Station #5 Storage Roof - 1870 Cordell Ct, Suite 202 Engineer: D. Grant Project ID: PWA.020 El Cajon, CA 92020 Project Descr: 10 619-312-6336 liu@aarkengineering.com Wood Beam Is = P:PWA- Platt WhlteIawArchItects.PWA.020 -City of Carlsbad FS 5 ImprovementstCaIcuIatIonstframing.ec6 I ENERCALC, INC. 1983-2018, Build:10.18.1.31, Ver.10.18.1.31 I IUTitTaTEII.1IMIWp Licensee : aark engineering inc. Description: Center GLB Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 +D+0.750L+0.750S+H 2.058 2.058 +D+0.60W+H 2.058 2.058 +D+0.70E+ H 2.058 2.058 +D+0.750Lr+0.750L+O.450W+H 4.263 4.263 +D+0.750L0.7505+O.450W+H 2.058 2.058 +D+0.750L+0.750S+0.5250E+H 2.058 2.058 +0.60D+0.60W+0.60H 1.235 1.235 +0.60D+0.70E+0.60H 1.235 1.235 D Only 2.058 2.058 It Only 2.940 2.940 L Only S Only WOnly E Only H Only USE MBHU5.50/14KT HANGER EACH END, CAPACITY = 6,065 LBS > 4,998 LBS. aark Engineering, Inc. Project Title: City of Carlsbad Fire Station #5 Storage Roof 1870 Cordell Ct, Suite 202 Engineer: D. Grant Project ID: PWA.020 El Cajon, CA 92020 Project Descr: I I 619-312-6336 liu@aarkengineering.com Wood Beam le = P:PWA- Platt WhltelawAithtectstPWA.020 - City of Carlsbad FS 5 ImprovementstCatcuIationslframing.ec6 6 ENERCALC, INC. 1983-2018, Build:10.18.1.31, Ver.10.18.1.31 I IUt'A'&Ir1IHI)i* Licensee l.ii1EEl engineering inc. Description: End GLB CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: IBC 2015 Material Properties Analysis Method: Allowable Stress Design Fb + 2000 psi E: Modulus of Elasticity Load Combination IBC 2015 Fb - 1400 psi Ebend- xx 1500 ksi Fc - Prll 1500 psi Eminbend - xx 790 ksi Wood Species : AC/AC Fc - Perp 560 psi Ebend- yy 1400 ksi Wood Grade :20F - V12 Fv 265 psi Eminbend - yy 740 ksi Ft 925 psi Density 28.7pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling D(0.096) Lr(0.16) Q 11 9 9 9 3.5x14 Span = 20.50 It Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D=0.0120, Lr = 0.020 ksf, Tributary Width = 8.0 ft ximum Bending Stress Ratio = 0.565 I Maximum Shear Stress Ratio = 0.216 :1 Section used for this span 3.5x14 Section used for this span 3.5x14 fb : Actual = 1,411 .45 psi fv : Actual = 71.53 psi FB : Allowable = 2,500.00 psi Fv : Allowable = 331.25 psi Load Combination +D+Lr+H Load Combination +D+Lr+H Location of maximum on span = 10.250ft Location of maximum on span = 0.000 ft Span # where maximum occurs Span #1 Span # where maximum occurs = Span #1 Maximum Deflection Max Downward Transient Deflection 0.533 in Ratio = 461 >360 Max Upward Transient Deflection 0.000 in Ratio = 0<360 Max Downward Total Deflection 0.852 in Ratio = 288 >=180 Max Upward Total Deflection 0.000 in Ratio = 0<180 Overall Maximum Deflections Load Combination Span Max. "-" Defi Location in Span Load Combination Max. +" Defi Location in Span +D+Lr+H 1 0.8523 10.325 0.0000 0.000 Vertical Reactions Support notation Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.624 2.624 Overall MiNimum 1.640 1.640 +D+H 0.984 0.984 +D+L+H 0.984 0.984 +D+Lr+H 2.624 2.624 +D+S+H 0.984 0.984 +D+0.750Lr+0.750L+h 2.214 2.214 aark Engineering, Inc. 1870 Cordell Ct, Suite 202 El Cajon, CA 92020 819-312-6336 Iiu@aarkengineering.com Project Title: City of Carlsbad Fire Station #5 Storage Roof Engineer: D. Grant Project ID: PWA.020 Project Descr: 12 Vood Beam le = P:IPWA - Plait Whitetaw ArchitectslPWA.020 - City of Carlsbad FS 5 ImprovementsCaIcuIationsframing.ec6 ENERCALC, INC. 1983-2018, Build:10.18.1.31, Ver.10.18.1.31 '—ic. Licensee : aark engineering inc Description: End GLB Vertical Reactions Support notation: Far left is #1 Values in KIPS Load Combination Support 1 Support 2 +D+0.750L'0.750S+H 0.984 0.984 +D+0.60W+H 0.984 0.984 +D+0.70E+ H 0.984 0.984 +D+0.750Lr+0.750L+0.450W+H 2.214 2.214 +DI0.750Li0.750$+0.450W+H 0.984 0.984 +D+0.750L+0.750S+0.5250E+H 0.984 0.984 +0.60D+0.60W+0.60H 0.590 0.590 +0.60D+0.70E+0.60H 0.590 0.590 D Only 0.984 0.984 Lr Only 1.640 1.640 I Only S Only WOnly E Only H Only USE MBHU5.50/I4KT HANGER EACH END, CAPACITY = 3,260 LBS > 2,624 LBS. 11 IProject Crc'/ of- p 'rc'r êi i.-oo I 1age 17 Date FOM 7.01% Project No. ?W A a ze By D. frMr Descriplion LpçE4Z r4_ Checked aur ot PLNE.. WlI4. J cfefb D.S i41 Ire 7— vi /474 7-9 ,MA t4Et(,T . 3 1_IzIt 1+'1 10 FT 04 ff: m4e.vwx 4pp.1 J "4 z)oi U.E JM4 T586,10rA TI ac w/ /'t'IATh-OIOt-T5 Pci -ry 'c& / , V5a CO %OU CI 6TF-P CcPciT'/ :2 o U r& Ito IP m] ect C(T'/ gE ROOF I Page T Date Project No. P v A. a 7,0 By t. Descdption --r - Checked - St. ,X'iuJt, -?MtC. ~'I.TM CN5II I C'ti ITIQJPL -- LN1Ir((AL. çO4E. Til-& /L.1L4 Vl'jf,r(. frt) ijp51,1 w-iciiT ('14 c L -1 \isJ5 L-I. %r3 11 •10 ..j E W r ç Ctiv t2,t. r.r \tJrt4 /I.(zr z,7cz t1 Z ". i'Z mL —* XI67TpbJb CML) fr4•7_ inntuow, 144 RECEIVED FEB 282018 CITY OF CARLSBAD BUILDING DIVISION STORAGE BUILDING ROOF CARLSBAD FIRE STATION #5 2540 ORION WAY, CARLSBAD, CA 92010 TECHNICAL SPECIFICATIONS PLATT!WHITELAW ARCHITECTS, INC. 4034 301H STREET, SAN DIEGO, CALIFORNIA 92104 619 546-4326 cOD CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF TABLE OF CONTENTS Division Section Title I DIVISION 01— GENERAL REQUIREMENTS 011000 SIJIvIIvIARY 017300 EXECUTION DIVISION 02- EXISTING CONDITIONS 024119 SELECTIVE DEMOLITION DIVISION 04- MASONRY 042200 CONCRETE UNIT MASONRY DIVISION 06- WOOD, PLASTICS, AND COMPOSITES 061000 ROUGH CARPENTRY 06 16 00 SHEATHING DIVISION 07- THERMAL AND MOISTURE PROTECTION 072100 THERMAL INSULATION 075216 STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS MEMBRANE ROOFING 076200 SHEET METAL FLASHING AND TRIM 079200 JOINT SEALANTS DIVISION 08-OPENINGS 081113 HOLLOW METAL DOORS AND FRAMES 083600 SECTIONAL OVERHEAD DOORS 086200 UNIT SKYLIGHTS 087100 DOOR HARDWARE DIVISION 09- FINISHES 099123 INTERIOR PAINTING DIVISION 23- HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) 233723 GRAVITY VENTILATOR DIVISION 26- ELECTRICAL 260500 COMMON WORK RESULTS FOR ELECTRICAL 260519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 260533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 260548 VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS 260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS 262726 WIRING DEVICES 265119 LED INTERIOR LIGHTING 265619 LED EXTERIOR LIGHTING CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 011000 - SUMMARY PART 1- GENERAL 1.1 SUMMARY A. Section Includes: Project information. Work covered by Contract Documents. Access to site. Coordination with occupants. Work restrictions. Specification and Drawing conventions. 1.2 PROJECT INFORMATION Project Identification: Carlsbad Fire Station #5 Storage Building Roof. Project #4736. 1. Project Location: 2540 Orion Way, Carlsbad, CA 92010. Owner: City of Carlsbad. 1. Owner's Representative: Steven Stewart, Public: Works Department, City of Carlsbad, 1635 Faraday Road, Carlsbad, CA 92008. C. Architect: Platt/Whitelaw Architects, 4034 301h Street, San Diego CA 92104 (619-546-4326). 1.3 WORK COVERED BY CONTRACT DOCUMENTS The Work of Project is defined by the Contract Documents and consists of the following: 1. Remodel of existing open storage room to provide roof, overhead door, interior door, cmu wall infill, skylights, passive roof vents, structural framing, electrical work, and other Work indicated in the Contract Documents. 780 square feet. Construction Type V- B. U Occupancy. Type of Contract: 1. Project will be constructed under a single prime contract. 1.4 ACCESS TO SITE A. General: Contractor shall have limited use of Project site for construction operations within the area of work during construction period. SUMMARY 011000-1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF B. Use of Site: Limit use of Project site to areas within the Contract limits. Do not disturb portions of Project site beyond areas in which the Work is indicated. 1. Driveways, Walkways and Entrances: Keep driveways and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or for storage of materials. Schedule deliveries to minimize use of driveways and entrances by construction operations. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site. C. Condition of Existing Building: Maintain portions of - existing building in a weathertight condition throughout construction period. Repair damage caused by construction operations. D. Condition of Existing Grounds: Maintain portions of existing grounds, landscaping, and hardscaping affected by construction operations throughout construction period. Repair damage caused by construction operations. 1.5 COORDINATION WITH OCCUPANTS A. Partial Owner Occupancy: Owner will occupy the adjacent premises during entire construction period and not the areas under construction. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's operations. Maintain existing exits unless otherwise indicated. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and authorities having jurisdiction. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's operations. 1.6 WORK RESTRICTIONS A. Work Restrictions, General: Comply with restrictions on construction operations. 1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction. B. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated: Notify Owner not less than two days in advance of proposed utility interruptions. Obtain Owner's written permission before proceeding with utility interruptions. C. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner. 1. Notify Owner not less than two days in advance of proposed disruptive operations. SUMMARY 011000-2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 2. Obtain Owner's written permission before proceeding with disruptive operations. D. Restricted Substances: Use of tobacco products and other controlled substances on Project site is not permitted. 1.7 SPECIFICATION AND DRAWING CONVENTIONS A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows: Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase. Specification requirements are to be performed by Contractor unless specifically stated otherwise. B. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products: Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections. Abbreviations: Materials and products are identified by abbreviations published as part of the U.S. National CAD Standard and scheduled on Drawings. PART 2- PRODUCTS (Not Used) PART 3- EXECUTION (Not Used) END OF SECTION 011000 SUIVilvIARY 011000-3 CARLSAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 0173 00 - EXECUTION PART 1- GENERAL 1.1 SUMMARY A. Section includes general administrative and procedural requirements governing execution of the Work including, but not limited to, the following: Installation of the Work. Cutting and patching. Progress cleaning. Starting and adjusting. Protection of installed construction. Correction of the Work. B. Related Requirements: Section 0110 00 "Summary of Work" Section 02 4119 "Selective Demolition" for demolition and removal of selected portions of the building. 1.2 DEFINITIONS Cutting: Removal of in-place construction necessary to permit installation or performance of other work. Patching: Fitting and repair work required to restore construction to original conditions after installation of other work. 1.3 INFORMATIONAL SUBMITTALS A. Cutting and Patching Notification: Submit plan describing procedures at least 10 days prior to the time cutting and patching will be performed. Include the following information: Extent: Describe reason for and extent of each occurrence of cutting and patching. Changes to In-Place Construction: Describe anticipated results. Include changes to structural elements and operating components as well as changes in building appearance and other significant visual elements. Products: List products to be used for patching and firms or entities that will perform patching work. Dates: Indicate when cutting and patching will be performed. Utilities and Mechanical and Electrical Systems: List services and systems that cutting and patching procedures will disturb or affect. Listservices and systems that will be relocated and those that will be temporarily out of service. Indicate length of time permanent services and systems will be disrupted. EXECUTION 017300 -1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF a. Include description of provisions for temporary services and systems during interruption of permanent services and systems. B. Landfill Receipts: Submit copies of waste hauler slips indicating the amount of waste hauled in tons and the amount of waste in tons diverted from landfill and recycled, composted or salvaged. 1.4 QUALITY ASSURANCE A. Cutting and Patching: Comply with requirements for and limitations on cutting and patching of construction elements. Structural Elements: When cutting and patching structural elements, notify the Construction Manager of locations and details of cutting and await directions from the Construction Manager before proceeding. Shore, brace, and support structural elements during cutting and patching. Do not cut and patch structural elements in a manner that could change their load-carrying capacity or increase deflection. 2. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety. Operational elements include but are not limited to the following: Primary operational systems and equipment. Fire separation assemblies. C. Air or smoke barriers. Fire-suppression systems. Meöhanical systems piping and ducts. Control systems. Communication systems. Fire-detection and -alarm systems. Conveying systems. Electrical wiring systems. Operating systems of special construction. Other Construction Elements: Do not cut and patch other construction elements or components in a manner that could change their load-carrying capacity, that results in reducing their capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety. Other construction elements include but are not limited to the following: Water, moisture, or vapor barriers. Membranes and flashings. C. Exterior curtain-wall construction. Sprayed fire-resistive material. Equipment supports. Piping, ductwork, vessels, and equipment. Noise- and vibration-control elements and systems. 4. Visual Elements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch exposed construction in a manner EXECUTION 017300-2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF that would, in the Construction Manager's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner. B. Manufacturer's Installation Instructions: Obtain and maintain on-site manufacturer's written recommendations and instructions for installation of products and equipment. PART 2- PRODUCTS 2.1 MATERIALS General: Comply with requirements specified in other Sections. In-Place Materials: Use materials for patching identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible. 1. If identical materials are unavailable or cannot be used, use materials that, when installed, will provide a match acceptable to Architect for the visual and functional performance of in-place materials. PART 3- EXECUTION 3.1 EXAMINATION A. Existing Conditions: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities, mechanical and electrical systems, and other construction affecting the Work. Before construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, and water-service piping; underground electrical services, and other utilities. Furnish location data for work related to Project that must be performed by public utilities serving Project site to Construction Manager 10 days prior to start of work. B. Examination and Acceptance of Conditions: Before proceeding with each component of the Work, examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. Examine roughing-in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation. Examine walls, floors, and roofs for suitable conditions where products and systems are to be installed. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers.. EXECUTION 017300-3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF C. Written Report: Where a written report listing conditions detrimental to performance of the Work is required by other Sections, include the following: Description of the Work. List of detrimental conditions, including substrates. List of unacceptable installation tolerances. Recommended corrections. D. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions. 3.2 PREPARATION Existing Utility Information: Furnish information to Owner that is necessary to adjust, move, or relocate existing utility structures, utility poles, lines, services, or other utility appurtenances located in or affected by construction. Coordinate with authorities having jurisdiction. Field Measurements: Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents caused by differing field conditions outside the control of Contractor, submit a request for information to Architect. 3.3 INSTALLATION A. General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated. Make vertical work plumb and make horizontal work level. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated. B. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated. C. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion. D. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. EXECUTION 017300-4 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF E. Sequence the Work and allow adequate clearances to accommodate movement of construction items on site and placement in permanent locations. F. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels. G. Templates: Obtain and distribute to the parties involved templates for work specified to be factory prepared and field installed. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing products to comply with indicated requirements. H. Attachment: Provide blocking and attachment plates and anchors and fasteners of adequate size and number to securely anchor each component in place, accurately located and aligned with other portions of the Work. Where size and type of attachments are not indicated, verify size and type required for load conditions. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by the Construction Manager. Allow for building movement, including thermal expansion and contraction. Coordinate installation of anchorages. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. I. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints. J. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous. 3.4 CUTTING AND PATCHING Cutting and Patching, General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay. 1. Cut in-place construction to provide for installation Of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during installation or cutting and patching operations, by methods and with materials so as not to void existing warranties. Temporary Support: Provide temporary support of work to be cut. Protection: Protect in-place construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations. EXECUTION 017300-5 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF E. Adjacent Occupied Areas: Where interference with use of adjoining areas or interruption of free passage to adjoining areas is unavoidable, coordinate cutting and patching according to requirements in Section 0110 00 "Summary." F. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to minimize interruption to occupied areas. G. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots neatly to minimum size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. Concrete and Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond-core drill. Excavating and Backfilling: Comply with requirements in applicable Sections where required by cutting and patching operations. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting. Proceed with patching after construction operations requiring cutting are complete. H. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other work. Patch with durable seams that are as invisible as practicable. Provide materials and comply with installation requirements specified in other Sections, where applicable. 1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate physical integrity of installation. 2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will minimize evidence of patching and refinishing. Clean piping, conduit, and similar features before applying paint or other finishing materials. Restore damaged pipe covering to its original condition. 3. Floors and Walls: Where walls or partitions that are removed extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish, color, texture, and appearance. Remove in-place floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance. a. Where patching occurs in a painted surface, prepare substrate and apply primer and intermediate paint coats appropriate for substrate over the patch, and apply final paint coat over entire unbroken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces. EXECUTION 017300-6 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Ceilings: Patch, repair, or rehang in-place ceilings as necessary to provide an even-plane surface of uniform appearance. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weathertight condition and ensures thermal and moisture integrity of building enclosure. I. Cleaning: Clean areas and spaces where cutting and patching are performed. Remove paint, mortar, oils, putty, and similar materials from adjacent finished surfaces. 3.5 PROGRESS CLEANING A. General: Clean Project site and work areas daily, including common areas. Enforce requirements strictly. Dispose of materials lawfully. Comply with requirements in NFPA 241 forremoval of combustible waste materials and debris. Do not hold waste materials more than seven days during normal weather or three days if the temperature is expected to rise above 80 deg F. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations. a. Use containers intended for holding waste materials of type to be stored. B. Site: Maintain Project site free of waste materials and debris. C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work. Remove liquid spills promptly. Where dust would impair proper execution of the Work, broom-clean or vacuum the entire work area, as appropriate. D. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces. E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space. F. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion. G. Waste Disposal: Do not bury or bum waste materials on-site. Do not wash waste materials down sewers or into waterways. Comply with waste disposal requirements. H. During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion. EXECUTION 017300-7 CARLSBAD FIRE STATION45 STORAGE BUILDING ROOF I. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. 3.6 STARTING AND ADJUSTING Start equipment and operating components to confirm proper operation. Remove malfunctioning units, replace with new units, and retest. Adjust equipment for proper operation. Adjust operating components for proper operation without binding. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. 3.7 PROTECTION OF INSTALLED CONSTRUCTION Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion. Comply with manufacturer's written instructions for temperature and relative humidity. 3.8 CORRECTION OF THE WORK Repair or remove and replace defective construction. Restore damaged substrates and finishes. 1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. Restore permanent facilities used during construction to their specified condition. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without visible evidence of repair. Repair components that do not operate properly. Remove and replace operating components that cannot be repaired. Remove and replace chipped, scratched, and broken glass or reflective surfaces. END OF SECTION 017300 EXECUTION 017300-8 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 024119- SELECTIVE DEMOLITION PART 1- GENERAL 1.1 SUMMARY A. Section Includes: Demolition and removal of selected portions of building or structure. Demolition and removal of selected site elements. Salvage of existing items to be reused or recycled. B. Related Requirements: Section 011000 "Summary" for restrictions on use of the premises, Owner-occupancy requirements, and phasing requirements. Section 017300 "Execution" for cutting and patching procedures. 1.2 DEFINITIONS Remove: Detach items from existing construction and dispose of them off-site unless indicated to be salvaged or reinstalled. Remove and Salvage: Detach items from existing construction, in a manner to prevent damage, and deliver to Owner ready for reuse. Remove and Reinstall: Detach items from existing construction, in a manner to prevent damage, prepare for reuse, and reinstall where indicated. Existing to Remain: Leave existing items that are not to be removed and that are not otherwise indicated to be salvaged or reinstalled. Dismantle: To remove by disassembling or detaching an item from a surface, using gentle methods and equipment to prevent damage to the item and surfaces; disposing of items unless indicated to be salvaged or reinstalled. 1.3 MATERIALS OWNERSHIP A. Unless otherwise indicated, demolition waste becomes property of Contractor. 1.4 PREINSTALLATION MEETINGS A. Predemolition Conference: Conduct conference at Project site. Inspect and discuss condition of construction to be selectively demolished. Review structural load limitations of existing structure. SELECTIVE DEMOLITION 024119-1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Review and finalize selective demolition schedule and verify availability of materials, demolition personnel, equipment, and facilities needed to make progress and avoid delays. Review requirements of work performed by other trades that rely on substrates exposed by selective demolition operations. Review areas where existing construction is to remain and requires protection. 1.5 INFORMATIONAL SUBMITTALS A. Proposed Protection Measures: Submit report, including Drawings, that indicates the measures proposed for protecting individuals and property, for environmental protection, for dust control and, for noise control. Indicate proposed locations and construction of barriers. B. Schedule of Selective Demolition Activities: Indicate the following: Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure Owner's building manager's and other tenants' on-site operations are uninterrupted. Interruption of utility services. Indicate how long utility services will be interrupted. Coordination for shutoff, capping, and continuation of utility services. Use of elevator and stairs. Coordination of Owner's continuing occupancy of portions of existing building and of Owner's partial occupancy of completed Work. C. Predemolition Photographs or Video: Show existing conditions of adjoining construction, including finish surfaces, that might be misconstrued as damage caused by demolition operations. Comply with Section 013233 "Photographic Documentation." Submit before Work begins. D. Warranties: Documentation indicating that existing warranties are still in effect after completion of selective demolition. 1.6 CLOSEOUT SUBMITTALS A. Inventory: Submit a list of items that have been removed and salvaged. 1.7 FIELD CONDITIONS Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work. SELECTIVE DEMOLITION 024119-2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF If suspected hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract. Do not disturb hazardous materials or items suspected of containing hazardous materials except under procedures specified elsewhere in the Contract Documents. Storage or sale of removed items or materials on-site is not permitted. Utility Service: Maintain existing utilities indicated to remain in service and protect them against dathage during selective demolition operations. 1. Maintain fire-protection facilities in service during selective demolition operations. 1.8 WARRANTY Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials and using approved contractors so as not to void existing warranties. Notify warrantor before proceeding. Notify warrantor on completion of selective demolition, and obtain documentation verifying that existing system has been inspected and warranty remains in effect. Submit documentation at Project, closeout. 1.9 COORDINATION A. Arrange selective demolition schedule so as not to interfere with Owner's operations. PART 2- PRODUCTS 2.1 PERFORMANCE REQUIREMENTS Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. Standards: Comply with ASSE A 10.6 and NFPA 241.' PART 3- EXECUTION 3.1 EXAMINATION A. Verify that utilities have been disconnected and capped before starting selective demolition operations. SELECTIVE DEMOLITION 024119-3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF• Review Project Record Documents of existing construction or other existing condition and hazardous material information provided by Owner. Owner does not guarantee that existing conditions are same as those indicated in Project Record Documents. Perform an engineering survey of condition of building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during selective building demolition operations. 1. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities. Verify that hazardous materials have been remediated before proceeding with building demolition operations. Survey of Existing Conditions: Record existing conditions by use of preconstruction photographs or video. Comply with requirements specified in Section 013233 "Photographic Documentation." Inventory and record the condition of items to be removed and salvaged. Provide photographs or video of conditions that might be misconstrued as damage caused by salvage operations. 3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage. B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off utility services and mechanical/electrical systems serving areas to be selectively demolished. Owner will arrange to shut off indicated services/systems when requested by Contractor. Arrange to shut off utilities with utility companies. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building. Disconnect, demolish, and remove fire-suppression systems, plumbing, and HVAC systems, equipment, and,components indicated on Drawings to be removed. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or compatible piping material and leave in place. C. Equipment to Be Removed: Disconnect and cap services and remove equipment. Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove, clean, and store equipment; when appropriate, reinstall, reconnect, and make equipment operational. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and deliver to Owner. SELECTIVE DEMOLITION 024119-4 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 3.3 PROTECTION A. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage to structure and interior areas. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are exposed during selective demolition operations. Cover and protect furniture, furnishings, and equipment that have not been removed. Comply with requirements for temporary enclosures, dust control, heating, and cooling specified in Section 015000 "Temporary Facilities and Controls." B. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished. Strengthen or add new supports when required during progress of selective demolition. C. Remove temporary barricades and protections where hazards no longer exist. 3.4 SELECTIVE DEMOLITION, GENERAL A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows: Proceed with selective demolition systematically, from higher to lower level. Complete selective demolition operations above each floor or tier before disturbing supporting members on the next lower level. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping. Temporarily cover openings to remain. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain portable fire-suppression devices during flame-cutting operations. Maintain fire watch during and for at least 2 hours after flame-cutting operations. Maintain adequate ventilation when using cutting torches. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation. SELECTIVE DEMOLITION 024119-5 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. Dispose of demolished items and materials promptly. B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. C. Removed and Salvaged Items: Clean salvaged items. Pack or crate items after cleaning. Identify contents of containers. Store items in a secure area until delivery to Owner. Transport items to Owner's storage area on-site. Protect items from damage during transport and storage. D. Removed and Reinstalled Items: Clean and repair items to functional condition adequate for intended reuse. Pack or crate items after cleaning and repairing. Identify contents of containers. Protect items from damage during transport and storage. Reinstall, items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item fuiictional for use indicated. E. Exiting Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Architect, items may be removed to a suitable, protected storage location during selective demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete. 3.5 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS Concrete: Demolish in sections. Cut concrete full depth at junctures with construction to remain and at regular intervals using power-driven saw, and then remove concrete between saw cuts. Masonry: Demolish in small sections. Cut masonry at junctures with construction to remain, using power-driven saw, and then remove masonry between saw cuts. Concrete Slabs-on-Grade: Saw-cut perimeter of area to be demolished, and then break up and remove. 3.6 DISPOSAL OF DEMOLISHED MATERIALS A. Except for items or materials indicated to be recycled, reused, salvaged, reinstalled, or otherwise indicated to remain Owner's property; Remove demolition waste materials from Project site and dispose of them in an EPA-approved construction and demolition waste landfill acceptable to authorities having jurisdiction. 1. Do not allow demolished materials to accumulate on-site. SELECTIVE DEMOLITION 024119-6 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent. Comply with requirements specified in Section 017419 "Construction Waste Management and Disposal." B. Burning: Do not burn demolished materials. 3.7 CLEANING A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began: END OF SECTION 024119 I, SELECTIVE DEMOLITION 024119-7 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 042200 - CONCRETE UNIT MASONRY PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: Concrete masonry units. Mortar and grout. Steel reinforcing bars. Miscellaneous masonry accessories. 1.3 DEFINITIONS CMU(s): Concrete masonry unit(s). Reinforced Masonry: Masonry containing reinforcing steel in grouted cells. 1.4 ACTION SUBMITTALS Product Data: For each type of product. Shop Drawings: For the following: Masonry Units: Show sizes, profiles, coursing, and locations of special shapes. Reinforcing Steel: Detail bending, lap lengths, and placement of unit masonry reinforcing bars. Comply with ACI 315. 1.5 INFORMATIONAL SUBMITTALS Qualification Data: For testing agency. Material Certificates: For each type and size of the following: Masonry units. a. • Include data on material properties. Integral water repellant used in CMUs. CONCRETE UNIT MASONRY 042200-1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Cementitious materials. Include name of manufacturer, brand name, and type. Mortar admixtures. Preblended, dry mortar mixes. Include description of type and proportions of ingredients. Grout mixes. Include description of type and proportions of ingredients. Reinforcing bars. Joint reinforcement. Anchors, ties, and metal accessories. C. Mix Designs: For each type of mortar and grout. Include description of type and proportions of ingredients. Include test reports for mortar mixes required to comply with property specification. .Test according to ASTM C 109/C 109M for compressive strength, ASTM C 1506 for water retention, and ASTM C 91/C 91M for air content. Include test reports, according to ASTM C 1019, for grout mixes required to comply with compressive strength requirement. D. Statement of Compressive Strength of Masonry: For each combination of masonry unit type and mortar type, provide statement of average net-area compressive strength of masonry units, mortar type, and resulting net-area compressive strength of masonry determined according to TMS 602/ACI 530. 1/ASCE 6. E. Cold-Weather and Hot-Weather Procedures: Detailed description of methods, materials, and equipment to be used to comply with requirements. 1.6 QUALITY ASSURANCE A. Testing Agency Qualifications: Qualified according to ASTM C 1093 for testing indicated. 1.7 DELIVERY, STORAGE, AND HANDLING Store masonry units on elevated platforms in a dry location. If units are not stored in an enclosed location, cover tops and sides of stacks with waterproof sheeting, securely tied. If units become wet, do not install until they are dry. Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not use cementitious materials that have become damp. Store aggregates where grading and other required characteristics can be maintained and contamination avoided. Deliver preblended, dry mortar mix in moisture-resistant containers. Store preblended, dry mortar mix in delivery containers on elevated platforms in a dry location or in covered weatherproof dispensing silos. Store masonry accessories, including metal items, to prevent corrosion and accumulation of dirt and oil. CONCRETE UNIT MASONRY 042200-2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1.8 FIELD CONDITIONS A. Protection of Masonry: During construction, cover tops of walls, projections, and sills with waterproof sheeting at end of each day's work. Cover partially completed masonry when construction is not in progress. 1. Extend cover a minimum of 24 inches (600 mm) down both sides of walls, and hold cover securely in place. B. Stain Prevention: Prevent grout, mortar, and soil from staining the face of masonry to be left exposed or painted. Immediately remove grout, mortar, and soil that come in contact with such masonry. Protect base of walls from rain-splashed mud and from mortar splatter by spreading coverings on ground and over wall surface. Protect sills, ledges, and projections from mortar droppings. Turn scaffold boards near the wall on edge at the end of each day to prevent rain from splashing mortar and dirt onto completed masonry. C. Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen substrates. Remove and replace unit masonry damaged by frost or by freezing conditions. Comply with cold-weather construction requirements contained in TMS 602/ACI 530.1/ASCE 6. Cold-Weather Cleaning: Use liquid cleaning methods only when air temperature is 40 deg F (4 deg C) and higher and will remain so until masonry has dried, but not less than seven days after completing cleaning. D. Hot-Weather Requirements: Comply with hot-weather construction requirements contained in TMS 602/ACI 530. 1/ASCE 6. PART 2- PRODUCTS 2.1 MANUFACTURERS Source Limitations for Masonry Units: Obtain exposed masonry units of a uniform texture and color, or a uniform blend within the ranges accepted for these characteristics, from single source from single manufacturer for each product required. Source Limitations for Mortar Materials: Obtain mortar ingredients of a uniform quality, including color for exposed masonry, from single manufacturer for each cementitious component and from single source or producer for each aggregate. 2.2 PERFORMANCE REQUIREMENTS A. Provide unit masonry that develops indicated net-area compressive strengths at 28 days. CONCRETE UNIT MASONRY 042200-3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Determine net-area compressive strength of masonry from average net-area compressive strengths of masonry units and mortar types (unit-strength method) according to TMS 602/ACI 530. 1/ASCE 6. Determine net-area compressive strength of masonry by testing masonry prisms according to ASTM C 1314. 2.3 UNIT MASONRY, GENERAL Masonry Standard: Comply with TMS 602/ACI 530. 1/ASCE 6 except as modified by requirements in the Contract Documents. Defective Units: Referenced masonry unit standards may allow a certain percentage of units to contain chips, cracks, or other defects exceeding limits stated. Do not use units where such defects are exposed in the completed Work. 2.4 CONCRETE MASONRY UNITS A. Shapes: Provide shapes indicated and as follows, with exposedsurfaces matching exposed faces of adjacent units unless otherwise indicated. Provide special shapes for lintels, corners, jambs, sashes, movement joints, headers, bonding, and other special conditions.. Provide square-edged units for outside corners unless otherwise indicated. B. CMUs: ASTM C 90. Unit Compressive Strength: Provide units with minimum average net-area compressive strength of 2150 psi (14.8 MPa). Density Classification: Medium weight. Size (Width): Manufactured to dimensions 3/8 inch (10 mm) less-than-nominal dimensions. Exposed Faces: Provide color and texture matching the range represented by Architect's sample. Faces to Receive Plaster or Stone Veneer: Where units are indicated to receive a direct application of plaster or stone veneer, provide textured-face units made with gap-graded aggregates. 2.5 MORTAR AND GROUT MATERIALS Portland Cement: ASTM C 150/C 150M, Type I or II, except Type ifi may be used for cold- weather construction. Provide natural color or white cement as required to produce mortar color indicated. 1. Alkali content shall not be more than 0.1 percent when tested according to ASTM C 114. Hydrated Lime: ASTM C 207, Type S. CONCRETE UNIT MASONRY 042200-4 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF C. Portland Cement-Lime Mix: Packaged blend of portland cement and hydrated lime containing no other ingredients. D. Masonry Cement: ASTM C 91/C 91M. E. Mortar Cement: ASTM C 1329/C 1329M. F. Mortar Pigments: Natural and synthetic iron oxides and chromium oxides, compounded for use in mortar mixes and complying with ASTM C 979/C 979M. Use only pigments with a record of satisfactory performance in masonry mortar. G. Aggregate for Mortar: ASTM C 144. For mortar that is exposed to view, use washed aggregate consisting of natural sand or crushed stone. For joints less than 1/4 inch (6 mm) thick, use aggregate graded with 100 percent passing the No. 16 (1.18-mm) sieve. White-Mortar Aggregates: Natural white sand or crushed white stone. Colored-Mortar Aggregates: Natural sand or crushed stone of color necessary to produce required mortar color. H. Aggregate for Grout: ASTM C 404. I. Cold-Weather Admixture: Nonchioride, noncorrosive, accelerating admixture complying with ASTM C 494/C 494M, Type C, and recommended by manufacturer for use in masonry mortar of composition indicated. J. Water-Repellent Admixture: Liquid water-repellent mortar admixture intended for use with CMUs containing integral water repellent from. same manufacturer. K. Water: Potable. 2.6 REINFORCEMENT Uncoated Steel Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 420). Reinforcing Bar Positioners: Wire units designed to fit into mortar bed joints spanning masonry unit cells and to hold reinforcing bars in center of cells. Units are formed from 0.148-inch (3.77- mm) steel wire, hot-dip galvanized after fabrication. Provide units designed for number of bars indicated. 2.7 MISCELLANEOUS MASONRY ACCESSORIES Compressible Filler: Premolded filler strips complying with ASTM D 1056, Grade 2A1; compressible up to 35 percent; of width and thickness indicated; formulated from neoprene or PVC. Preformed Control-Joint Gaskets: Made from styrene-butadiene-rubber compound, complying with ASTM D 2000, Designation M2AA-805 or PVC, complying with CONCRETE UNIT MASONRY 042200-5 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF ASTM D 2287, Type PVC-65406 and designed to fit standard sash block and to maintain lateral stability in masonry wall; size and configuration as indicated. C. Bond-Breaker Strips: Asphalt-saturated felt complying with ASTM D 2261D 226M, Type I (No. 15 asphalt felt). 2.8 MORTAR AND GROUT MIXES A. General: Do not use admixtures, including pigments, air-entraining agents, accelerators, retarders, water-repellent agents, antifreeze compounds, or other admixtures unless otherwise indicated. Do not use calcium chloride in mortar or grout. Use portland cement-lime mortar unless otherwise indicated. Add cold-weather admixture (if used) at same rate for all mortar that will be exposed to view, regardless of weather conditions, to ensure that mortar color is consistent. B. Preblended, Dry Mortar Mix: Furnish dry mortar ingredients in form of a preblended mix. Measure quantities by weight to ensure accurate proportions, and thoroughly blend ingredients before delivering to Project site. C. Mortar for Unit Masonry: Comply with ASTM C 270, Proportion Specification. Provide the following types of mortar for applications stated unless another type is indicated. For masonry below grade or in contact with earth, use Type S. For reinforced masonry, use Type S. - D.- Grout for Unit Masonry: Comply with ASTM C 476. Use grout of type indicated or, if not otherwise indicated, of type (fine or coarse) that will comply with TMS 602/ACI 530. 1/ASCE 6 for dimensions of grout spaces and pour height. Proportion grout in accordance with ASTM C 476, paragraph 4.2.2 for specified 28- day compressive strength indicated, but not less than 2000 psi (14 MPa). Provide grout with a slump of 8 to 11 inches (200 to 280 mm) as measured according to ASTM C 143/C 143M. PART 3-. EXECUTION 3.1 EXAMINATION A. Examine conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. For the record, prepare written report, endorsed by Installer, listing conditions detrimental to performance of the Work. Verify that foundations are within tolerances specified. Verify that reinforcing dowels are properly placed. CONCRETE UNIT MASONRY 042200-6 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 4. Verify that substrates are free of substances that would impair mortar bond. Before installation, examine rough-in and built-in construction for piping systems to verify actual locations of piping. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION, GENERAL Build chases and recesses to accommodate items specified in this and other Sections. Leave openings for equipment to be installed before completing masonry. After installing equipment, complete masonry to match construction immediately adjacent to opening. Use full-size units without cutting if possible. If cutting is required to provide a continuous pattern or to fit adjoining construction, cut units with motor-driven saws; provide clean, sharp, unchipped edges. Allow units to dry before laying unless wetting of units is specified. Install cut units with cut surfaces and, where possible, cut edges concealed. 3.3 TOLERANCES A. Dimensions and Locations of Elements: For dimensions in cross section or elevation, do not vary by more than plus 1/2 inch (12 mm) or minus 1/4 inch (6 mm). For location of elements in plan, do not vary from that indicated by more than plus or minus 1/2 inch (12 mm). For location of elements in elevation, do not vary from that indicated by more than plus or minus 1/4 inch (6 mm) in a story height or 1/2 inch (12 mm) total. B. Lines and Levels: For bed joints and top surfaces of bearing walls, do, not vary from level by more than 1/4 inch in 10 feet (6 mm in 3 m), or 1/2-inch (12-mm) maximum. For conspicuous horizontal lines, such as lintels, sills, parapets, and reveals, do not vary from level by more than 1/8 inch in 10 feet (3 mm in 3 m), 1/4 inch in 20 feet (6 mm in 6 m), or 1/2-inch (12-mm) maximum. For vertical lines and surfaces do not vary from plumb by more than 1/4 inch in 10 feet (6 mm in 3 m), 3/8 inch in 20 feet (9 mm in 6 m), or 1/2-inch (12-mm) maximum. For conspicuous vertical lines, such as external corners, door jambs, reveals, and expansion and control joints, do not vary from plumb by more than 1/8 inch in 10 feet (3 mm in 3 m), 1/4 inch in 20 feet (6 mm in 6 m), or 1/2-inch (12-mm) maximum. For lines and surfaces, do not vary from straight by more than 1/4 inch in 10 feet (6 mm in 3 m), 3/8 inch in 20 feet (9 mm in 6 m), or 1/2-inch (12-mm) maximum. For vertical alignment of exposed head joints, do not vary from plumb by more than 1/4 inch in 10 feet (6 mm in 3 m), or 1/2-inch (12-mm) maximum. For faces of adjacent exposed masonry units, do not vary from flush alignment by more than 1/16 inch (1.5 mm). CONCRETE UNIT MASONRY 042200-7 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF C. Joints: For bed joints, do not vary from thickness indicated by more than plus or minus 1/8 inch (3 mm), with a maximum thickness limited to 1/2 inch (12 mm). For exposed bed joints, do not vary from bed-joint thickness of adjacent courses by more than 1/8 inch (3 mm). For head and collar joints, do not vary from thickness indicated by more than plus 3/8 inch (9 mm) or minus 1/4 inch (6 mm). For exposed head joints, do not vary from thickness indicated by more than plus or minus 1/8 inch (3 mm). 3.4 LAYING MASONRY WALLS Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint thicknesses and for accurate location of openings, movement-type joints, returns, and offsets. Avoid using less-than-half-size units, particularly at corners, jambs, and, where possible, at other locations. Bond Pattern for Exposed Masonry: Unless otherwise indicated, lay exposed masonry in running bond; do not use units with less-than-nominal 4-inch (100-mm) horizontal face dimensions at corners or jambs. Lay concealed masonry with all units in a wythe in running bond or bonded by lapping not less than 4 inches (100 mm). Bond and interlock each course of each wythe at corners. Do not use units with less-than-nominal 4-inch (100-mm) horizontal face dimensions at corners or jambs. Stopping and Resuming Work: Stop work by stepping back units in each course from those in course below; do not tooth. When resuming work, clean masonry surfaces that are to receive mortar, remove loose masonry units and mortar, and wet brick if required before laying fresh masonry. Built-in Work: As construction progresses, build in items specified in this and other Sections. Fill in solidly with masonry around built-in items. Fill space between steel frames and masonry solidly with mortar unless otherwise indicated. Where built-in items are to be embedded in cores of hollow masonry units, place a layer of metal lath, wire mesh, or plastic mesh in the joint below, and rod mortar or grout into core. 3.5 MORTAR BEDDING AND JOINTING A. Lay hollow CMUs as follows: Bed face shells in mortar and make head joints of depth equal to bed joints. Bed webs in mortar in all courses of piers, columns, and pilasters. 1 Bed webs in mortar in grouted masonry, including starting course on footings. B. Lay solid CMUs with completely filled bed and head joints; butter ends with sufficient mortar to fill head joints and shove into place. Do not deeply furrow bed joints or slush head joints. CONCRETE UNIT MASONRY 042200-8 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF C. Set cast-stone trim units in full bed of mortar with full vertical joints. Fill dowel, anchor, and similar holes. Clean soiled surfaces with fiber brush and soap powder and rinse thoroughly with clear water. Wet joint surfaces thoroughly before applying mortar. Rake out mortar joints for pointing with sealant. D. Rake out mortar joints at pre-faced CMUs to a uniform depth of 1/4 inch (6 mm) and point with epoxy mortar to comply with epoxy-mortar manufacturer's written instructions. E. Tool exposed joints slightly concave when thumbprint hard, using a jointer larger than joint thickness unless otherwise indicated. F. Cut joints flush for masonry walls to receive plaster or other direct-applied finishes (other than paint) unless otherwise indicated. G. Cut joints flush where indicated to receive waterproofing unless otherwise indicated. 3.6 REINFORCED UNIT MASONRY INSTALLATION A. Temporary Formwork and Shores: Construct formwork and shores as needed to support reinforced masonry elements during construction. Construct formwork to provide shape, line, and dimensions of completed masonry as indicated. Make forms sufficiently tight to prevent leakage of mortar and grout. Brace, tie, and support forms to maintain position and shape during construction and curing of reinforced masonry. Do not remove forms and shores until reinforced masonry members have hardened sufficiently to carry their own weight and other loads that may be placed on them during construction. B. Placing Reinforcement: Comply with requirements in TMS 602/ACI 530. 1/ASCE 6. C. Grouting: Do not place grout until entire height of masonry to be grouted has attained enough strength to resist grout pressure. Comply with requirements in TMS 602/ACI 530.1/ASCE 6 for cleanouts and for grout placement, including minimum grout space and maximum pour height. Limit height of vertical grout pours to not more than 60 inches (1520 mm). 3.7 FIELD QUALITY CONTROL Testing and Inspecting: Owner will engage special inspectors to perform tests and inspections and prepare reports. Allow inspectors access to scaffolding and work areas as needed to perform tests and inspections. Retesting of materials that fail to comply with specified requirements shall be done at Contractor's expense. Inspections: Special inspections according to Level C in TMS 402/ACI 530/ASCE 5. CONCRETE UNIT MASONRY 042200-9 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Begin masonry construction only after inspectors have verified proportions of site- prepared mortar. Place grout only after inspectors have verified compliance of grout spaces and of grades, sizes, and locations of reinforcement. Place grout only after inspectors have verified proportions of site-prepared grout. Testing Prior to Construction: One set of tests. Testing Frequency: One set of tests for each 5000 sq. ft. (464 sq. m) of wall area or portion thereof. Concrete Masonry Unit Test: For each type of unit provided, according to ASTM C 140 for compressive strength. Mortar Aggregate Ratio Test (Proportion Specification): For each mix provided, according to ASTM C 780. Grout Test (Compressive Strength): For each mix provided, according to ASTM C 1019. 3.8 REPAIRING, POINTING, AND CLEANING Remove and replace masonry units that are loose, chipped, broken, stained, or otherwise damaged or that do not match adjoining units. Install new units to match adjoining units; install in fresh mortar, pointed to eliminate evidence of replacement. Pointing: During the tooling of joints, enlarge voids and holes, except weep holes, and completely fill with mortar. Point up joints, including corners, openings, and adjacent construction, to provide a neat, uniform appearance. Prepare joints for sealant application, where indicated. In-Progress Cleaning: Clean unit masonry as work progresses by dry brushing to remove mortar fins and smears before tooling joints. Final Cleaning: After mortar is thoroughly set and cured, clean exposed masonry as follows: Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chisels. Protect adjacent stone and nonmasonry surfaces from contact with cleaner by covering them with liquid strippable masking agent or polyethylene film and waterproof masking tape. Wet wall surfaces with water before applying cleaners; remove cleaners promptly by rinsing surfaces thoroughly with clear water. Clean concrete masonry by applicable cleaning methods indicated in NCMA TEK 84A. 3.9 MASONRY WASTE DISPOSAL A. Salvageable Materials: Unless otherwise indicated, excess masonry materials are Contractor's property. At completion of unit masonry work, remove from Project site. CONCRETE UNIT MASONRY 042200-10 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Masonry Waste Recycling: Return broken CMUs not used as fill to manufacturer for recycling. Excess Masonry Waste: Remove excess clean masonry waste, as described above or recycled, and other masonry waste, and legally dispose of off Owner's property. END OF SECTION 042200 CONCRETE UNIT MASONRY 042200-11 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 061000 - ROUGH CARPENTRY PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: Framing with dimension lumber. Framing with engineered wood products. Rooftop equipment bases and support curbs. Wood blocking, cants, and nailers. B. Related Requirements: 1. Section 061600 "Sheathing" for sheathing, subflooring, and underlayment. - 1.3 DEFINITIONS Boards or Strips: Lumber of less than 2 inches nominal (38 mm actual) size in least dimension. Dimension Lumber: Lumber of 2 inches nominal (38 mm actual) size or greater but less than 5 inches nominal (114 mm actual) size in least dimension. 1.4 ACTION SUBMITTALS A. Product Data: For each type of process and factory-fabricated product. Indicate component materials and dimensions and include construction and application details. Include data for wood-preservative treatment from chemical treatment manufacturer and certification by treating plant that treated materials comply with requirements. Indicate type of preservative used and net amount of preservative retained. For products' receiving a waterborne treatment, include statement that moisture content of treated materials was reduced to levels specified before shipment to Project site. 1.5 INFORMATIONAL SUBMITTALS A. Material Certificates: For dimension lumber specified to comply with minimum allowable unit stresses. Indicate species and grade selected for each use and design values approved by the ALSC Board of Review. ROUGH CARPENTRY 061000-1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF B. Evaluation Reports: For the following, from ICC-ES: Wood-preservative-treated wood. Engineered wood products. Power-driven fasteners. Post-installed anchors. Metal framing anchors. 1.6 QUALITY ASSURANCE A. Testing Agency Qualifications: For testing agency providing classification marking for fire- retardant treated material, an inspection agency acceptable to authorities having jurisdiction that periodically performs inspections to verify that the material bearing the classification marking is representative of the material tested. 1.7 DELIVERY, STORAGE, AND HANDLING A. Stack wood products flat with spacers beneath and between each bundle to provide air circulation. Protect wood products from weather by covering with waterproof sheeting, securely anchored. Provide for air circulation around stacks and under coverings. PART 2- PRODUCTS 2.1 WOOD PRODUCTS, GENERAL A. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is indicated, comply with the applicable rules of any rules-writing agency certified by the ALSC Board of Review. Grade lumber by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated. Factory mark each piece of lumber with grade stamp of grading agency. For exposed lumber indicated to receive a stained or natural finish, mark grade stamp on end or back of each piece. Dress lumber, S4S, unless otherwise indicated. B. Maximum Moisture Content of Lumber: 19 percent unless otherwise indicated. C. Engineered Wood Products: Acceptable to authorities having jurisdiction and for which current model code research or evaluation reports exist that show compliance with building code in effect for Project. - Allowable design stresses, as published by manufacturer, shall meet or exceed those indicated. Manufacturer's published values shall be determined from empirical data or by rational engineering analysis and demonstrated by comprehensive testing performed by a qualified independent testing agency. ROUGH CARPENTRY 061000-2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 2.2 WOOD-PRESERVATIVE-TREATED LUMBER Preservative Treatment by Pressure Process: AWPA Ui; Use Category UC2 for interior construction not in contact with ground. 1. Preservative Chemicals: Acceptable to authorities having jurisdiction and containing no arsenic or chromium. Do not use inorganic boron (SBX) for sill plates. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent. Do not use material that is warped or that does not comply with requirements for untreated material. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review. Application: Treat items indicated on Drawings, and the following: Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing. Wood sills, sleepers, blocking, and similar concealed members in contact with masonry or concrete. Wood floor plates that are installed over concrete slabs-on-grade. 2.3 DIMENSION LUMBER FRAMING A; Joists and Rafters: No. 1 grade. 1. Species: a. Douglas fir-larch; WCLIB or WWPA. 2.4 MISCELLANEOUS LUMBER A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including the following: Blocking. Nailers. Rooftop equipment bases and support curbs. Cants. B. Dimension Lumber Items: Construction or No. 2 grade lumber of any of the following species: Hem-fir (north); NLGA. Mixed southern pine or southern pine; SPifi. Spruce-pine-fir; NLGA. Hem-fir; WCLIB or WWPA. Spruce-pine-fir (south); NeLMA, WCLIB, or WWPA. Western woods; WCLIB or WWPA. ROUGH CARPENTRY 061000-3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Northern species; NLGA. Eastern softwoods; NeLMA. Concealed Boards: 19 percent maximum moisture content and the following species and grades: 1. Western woods; Construction or No.2 Common grade; WCLIB or WWPA. For blocking not used for attachment of other construction, Utility, Stud, or No. 3 grade lumber of any species may be used provided that it is cut and selected to eliminate defects that will interfere with its attachment and purpose. For blocking and nailers used for attachment of other construction, select and cut lumber to eliminate knots and other defects that will interfere with attachment of other work. For furring strips for installing plywood or hardboard paneling, select boards with no knots capable of producing bent-over nails and damage to paneling. 2.5 FASTENERS General: Fasteners shall be of size and type indicated and shall comply with requirements specified in this article for material and manufacture. 1. Where rough carpentry is exposed to weather, in ground contact, pressure-preservative treated, or in area of high relative humidity, provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M or of Type 304 stainless steel. Nails, Brads, and Staples: ASTM F 1667. Post-Installed Anchors: As indicated on the construction drawings. 2.6 METAL FRAMING ANCHORS Manufacturers: Simpson Strong-Tie Allowable design loads, as published by manufacturer, shall meet or exceed those of products of manufacturers listed. Manufacturer's published values shall be determined from empirical data or by rational engineering analysis and demonstrated by comprehensive testing performed by a qualified independent testing agency. Framing anchors shall be punched for fasteners adequate to withstand same loads as framing anchors. Galvanized-Steel Sheet: Hot-dip, zinc-coated steel sheet complying with ASTM A 653/A 653M, G60 (Z180) coating designation. 1. Use for interior locations unless otherwise indicated. Hot-Dip, Heavy-Galvanized Steel Sheet: ASTM A 653/A 653M; structural steel (SS), high- strength low-alloy steel Type A (HSLAS Type A), or high-strength low-alloy steel Type B (HSLAS Type B); G185 (Z550) coating designation; and not less than 0.036 inch (0.9 mm) thick. ROUGH CARPENTRY 061000-4 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1. Use for wood-preservative-treated lumber and where indicated. Stainless-Steel Sheet: ASTM A 666, Type 304. Use for exterior locations and where indicated. Joist Hangers: As indicated on the construction drawings. Bridging: As indicated on the construction drawings. Joist Ties: As indicated on the construction drawings. 2.7 MISCELLANEOUS MATERIALS Flexible Flashing: Composite, self-adhesive, flashing product consisting of a pliable, butyl rubber or rubberized-asphalt compound, bonded to a high-density polyethylene film, aluminum foil, or spunbonded polyolefin to produce an overall thickness of not less than 0.025 inch (0.6 mm). Water-Repellent Preservative: NWWDA-tested and -accepted formulation containing 3-iodo-2- propynyl butyl carbamate, combined with an insecticide containing chioropyrifos as its active ingredient. PART 3- EXECUTION 3.1 INSTALLATION, GENERAL Framing Standard: Comply with AF&PA's WCD 1, "Details for Conventional Wood Frame Construction," unless otherwise indicated. Framing with Engineered Wood Products: Install engineered wood products to comply with manufacturer's written instructions. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit rough carpentry accurately to other construction. Locate furring, nailers, blocking, and similar supports to comply with requirements for attaching other construction. Install metal framing anchors to comply with manufacturer's written instructions. Install fasteners through each fastener hole. Do not splice structural members between supports unless otherwise indicated. Provide blocking and framing as indicated and as required to support facing materials, fixtures, specialty items, and trim. 1. Provide metal clips for fastening gypsum board or lath at corners and intersections where framing or blocking does not provide a surface for fastening edges of panels. Space clips not more than 16 inches (406 mm) o.c. ROUGH CARPENTRY 061000-5 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF G. Provide fire blocking in furred spaces, stud spaces, and other concealed cavities as indicated and as follows: Fire block concealed spaces between floor sleepers with same material as sleepers to limit concealed spaces to not more than 100 sq. ft. (9.3 sq. m) and to solidly fill space below partitions. Fire block concealed spaces behind combustible cornices and exterior trim at not more than 20 feet (6 m) o.c. H. Sort and select lumber so that natural characteristics do not interfere with installation or with fastening other materials to lumber. Do not use materials with defects that interfere with function of member or pieces that are too small to use with minimum number of joints or optimum joint arrangement. I. Comply with AWPA M4 for applying field treatment to cut surfaces of preservative-treated lumber. Use inorganic boron for items that are continuously protected from liquid water. Use copper naphthenate for items not continuously protected from liquid water. J. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following: Table 2304.9.1, "Fastening Schedule," in the 2016 California Building Code (CBC). ICC-ES evaluation report for fastener. K. Use steel common wire nails unless otherwise indicated. Select fasteners of size that will not fully penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting wood. Drive nails snug but do not countersink nail heads unless otherwise indicated. L. For exposed work, arrange fasteners in straight rows parallel with edges of members, with fasteners evenly spaced, and with adjacent rows staggered. Comply with indicated fastener patterns where applicable. Use finishing nails unless otherwise indicated. Countersink nail heads and fill holes with wood filler. Use common wire nails unless otherwise indicated. Drive nails snug but do not countersink nail heads. 3.2 WOOD BLOCKING, AND NAILER INSTALLATION Install where indicated and where required for attaching other work. Form to shapes indicated and cut as required for true line and level of attached work. Coordinate locations with other work involved. Attach items to substrates to support applied loading. Recess bolts and nuts flush with surfaces unless otherwise indicated. ROUGH CARPENTRY 061000-6 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 3.3 WOOD FURRING INSTALLATION Install level and plumb with closure strips at edges and openings. Shim with wood as required for tolerance of finish work. Furring to Receive Plywood or Hardboard Paneling: Install 1-by-3-inch nominal- (19-by-63- mm actual-) size furring vertically at 24 inches (610 mm) o.c. Furring to Receive Gypsum Board: Install 1-by-2-inch nominal- (19-by-38-mm actual-) size furring vertically at 16 inches (406 mm) o.c. 3.4 CEILING JOIST AND RAFTER FRAMING INSTALLATION Ceiling Joists: Install with crown edge up and complying with requirements specified above for floor joists. Face nail to ends of parallel rafters. 1. Where ceiling joists are at right angles to rafters, provide additional short joists parallel to rafters from wall plate to first joist; nail to ends of rafters and to top plate, and nail to first joist or anchor with framing anchors or metal straps. Provide 1-by-8-inch nominal- (19- by-184-mm actual-) size or 2-by-4-inch nominal- (38-by-89-mm actual-) size stringers spaced 48 inches (1200 mm) o.c. crosswise over main ceiling joists. Rafters: Notch to fit exterior wall plates and toe nail and use.metal framing anchors as indicated. Double rafters to form headers and trimmers at openings in roof framing, if any, and support with metal hangers. Where rafters abut at ridge, place directly opposite each other and nail to ridge member or use metal ridge hangers. 3.5 PROTECTION Protect wood that has been treated with inorganic boron (SBX) from weather. If, despite protection, inorganic boron-treated wood becomes wet, apply EPA-registered borate treatment. Apply borate solution by spraying to comply with EPA-registered label. Protect rough carpentry from weather. If, despite protection, rough carpentry becomes wet, apply EPA-registered borate treatment. Apply borate solution by spraying to comply with EPA- registered label. END OF SECTION 061000 ROUGH CARPENTRY 061000-7 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 061600 - SHEATHING PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings 'and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY Section Includes: 1. Roof sheathing. Related Requirements: 1. Section 061000 "Rough Carpentry" for plywood backing panels. 1.3 DELIVERY, STORAGE, AND HANDLING A. Stack panels flat with spacers beneath and between each bundle to provide air circulation. Protect sheathing from weather by covering with waterproof sheeting, securely anchored. Provide for air circulation around stacks and under coverings. PART 2- PRODUCTS 2.1 WOOD PANEL PRODUCTS Emissions: Products shall meet the testing and product requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." Thickness: As needed to comply with requirements specified, but not less than thickness indicated. C. Factory mark panels to indicate compliance with applicable standard. 2.2 ROOF SHEATHING A. Plywood Sheathing: Either DOC PS 1 or DOC PS 2, Exposure 1, Structural I sheathing. Span Rating: Not less than 24/16. . Nominal Thickness: Not less than 1/2 inch (13 mm). SHEATHING 061600 -1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 2.3 FASTENERS General: Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture. 1. For roof sheathing, provide fasteners with hot-dip zinc coating complying with AS1MA 153/A 153M or of Type 304 stainless steel. Nails, Brads, and Staples: ASTM F 1667. Power-Driven Fasteners: Fastener systems with an evaluation report acceptable to authorities having jurisdiction, based on ICC-ES AC70. Screws for Fastening Sheathing to Wood Framing: ASTM C 1002. PART 3- EXECUTION 3.1 INSTALLATION, GENERAL A. Do not use materials with defects that impair quality of sheathing or pieces that are too small to use with minimum number ofjoints or optimum joint arrangement. Arrange joints so that pieces do not span between fewer than three support members. B. Cut panels at penetrations, edges, and other obstructions of work; fit tightly against abutting construction unless otherwise indicated. C. Securely attach to substrate by fastening as indicated, complying with the following: Table 2304.9.1, "Fastening Schedule," in the 2016 California Building Code. ICC-ES evaluation report for fastener. D. Use common wire nails unless otherwise indicated. Select fasteners of size that will not fully penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections. Install fasteners without splitting wood. E. Coordinate roof sheathing installation with flashing and joint-sealant installation so these materials are installed in sequence and manner, that prevent exterior moisture from passing through completed assembly. F. Do not bridge building expansion joints; cut and space edges of panels to match spacing of. structural support elements. G. Coordinate sheathing installation with installation of materials installed over sheathing so sheathing is not exposed to precipitation or left exposed at end of the workday when rain is forecast. SHEATHING 061600-2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 3.2 WOOD STRUCTURAL PANEL INSTALLATION General: Comply with applicable recommendations in APA Form No. E30, "Engineered Wood Construction Guide," for types of structural-use panels and applications indicated. Fastening Methods: Fasten panels as indicated below: 1. Wall and Roof Sheathing: Nail to wood framing. Space panels 1/8 inch (3 mm) apart at edges and ends. END. OF SECTION 061600 SHEATHING 061600 -3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 072100 - THERMAL INSULATION PART 1- GENERAL 1.1 SUMMARY Section Includes: 1. Mineral-wool blanket. Related Requirements:. Section 061600 "Sheathing" for foam-plastic board sheathing installed directly over wood or steel framing. Section 075216 "SBS Modified Bituminous Membrane Roofing". 1.2 ACTION SUBMITTALS A. Product Data: For each type of product. 1.3 INFORMATIONAL SUBMITTALS - A. Product Test Reports: For each product, for tests performed by a qualified testing agency. 1.4 DELIVERY, STORAGE, AND HANDLING Protect insulation materials from physical damage and from deterioration due to moisture, soiling, and other sources. Store inside and in a dry location. Comply with manufacturer's written instructions for handling, storing, and protecting during installation. Protect insulation as follows: Do not expose to sunlight except to necessary extent for period of installation and concealment. . . . Protect against ignition at all times. Do not deliver materials to Project site until just before installation time. Quickly complete installation and concealment of insulation in each area of construction. THERMAL INSULATION 072100-1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF PART 2- PRODUCTS 2.1 MiNERAL-WOOL BLANKETS Insulation shall comply with the requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." Recycled Content: Postconsumer recycled content- plus one-half of preconsumer recycled content not less than 30 percent. Mineral-Wool Blanket, Reinforced-Foil Faced: ASTM C 665, Type Ill (reflective faced), Class A (faced surface with a flame-spread index of 25 or less per ASTM E 84); Category 1 (membrane is a vapor barrier), faced with fOil-scrim kraft. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following: Industrial Insulation Group. LLC MG-LLC. Roxul Inc. C. Thermafiber. Inc. an Owens Corning company. d. Or equal. 2.2 INSULATION FASTENERS A. Adhesively Attached, Spindle-Type Anchors: Plate welded to projecting spindle; capable of holding insulation of specified thickness securely in position with self-locking washer in place. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering- products that may be incorporated into the Work include, but are not limited to the following: AGM Industries. Inc. Gemco. C. Or equal. B. Insulation-Retaining Washers: Self-locking washers formed from 0.016-inch-thick galvanized- steel sheet, with beveled edge for increased stiffness, sized as required to hold insulation securely in place, but not less than 1-1/2 inches square or in diameter. C. Anchor Adhesive: Product with demonstrated capability to bond insulation anchors securely to substrates without damaging insulation, fasteners, or substrates. 2.3 ACCESSORIES A. - Insulation for Miscellaneous Voids: THERMAL INSULATION 072100-2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Glass-Fiber Insulation: ASTM C 764, Type II, loose fill; with maximum flame-spread and smoke-developed indexes of 5, per ASTM E 84. Spray Polyurethane Foam Insulation: ASTM C 1029, Type II, closed cell, with maximum flame-spread and smoke-developed indexes of 75 and 450, respectively, per ASTM E 84. Adhesives shall have a VOC content of 70 g/L or less. Adhesive shall comply with the testing and product requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." B. Wire: Straight, rigid wire galvanized fasteners for joist spacings of 24 inches. Spacing of fasteners as required to prevent sagging of the insulation, minimum of 12 inches apart and not more than 6 inches from ends of the insulation. PART 3- EXECUTION 3.1 PREPARATION A. Clean substrates of substances that are harmful to insulation, including removing projections capable of puncturing insulation or vapor retarders, or that interfere with insulation attachment. 3.2 INSTALLATION, GENERAL Comply with insulation manufacturer's written instructions applicable to products and applications. Install insulation that is undamaged, dry, and unsoiled and that has not been left exposed to ice, rain, or snow at any time. Extend insulation to envelop entire area to be insulated. Fit tightly around obstructions and fill voids with insulation. Remove projections that interfere with placement. Provide sizes to fit applications and selected from manufacturer's standard thicknesses, widths, and lengths. Apply single layer of insulation units unless multiple layers are otherwise shown or required to make up total thickness or to achieve R-value. 3.3 INSTALLATION OF INSULATION IN FRAMED CONSTRUCTION A. Blanket Insulation: Install in cavities formed by framing members according to the following requirements: Use insulation widths and lengths that fill the cavities formed by framing members. If more than one length is required to fill the cavities, provide lengths that will produce a snug fit between ends. Place insulation in cavities formed by framing members to produce a friction fit between edges of insulation and adjoining framing members. THERMAL INSULATION 072100-3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 3. Maintain 3-inch clearance of insulation around recessed lighting fixtures not rated for or protected from contact with insulation. 4. For wood-framed construction, install blankets according to ASTM C 1320 and as follows: With faced blankets having stapling flanges, lap blanket flange over flange of adjacent blanket to maintain continuity of vapor retarder once finish material is installed over it. Hold insulation in place by securing metal wire straps to adjacent wood framing. 5. Vapor-Retarder-Faced Blankets: Tape joints and ruptures in vapor-retarder facings, and seal each continuous area of insulation to ensure. airtight installation. Set units with facing placed toward interior of Storage New 107 Set units with facing placed toward areas of high humidity. B. Miscellaneous Voids: Install insulation in miscellaneous voids and cavity spaces where required to prevent gaps in insulation using the following materials: Glass-Fiber. Insulation: Compact to approximately 40 percent of normal maximum volume equaling a density of approximately 2.5 lb/cu. ft. (40 kg/cu. rn). Spray Polyurethane Insulation: Apply according to manufacturer's written instructions. C. Protect installed insulation from damage due to harmful weather exposures, physical abuse, and other causes. Provide temporary coverings or enclosures where insulation is subject to abuse and cannot be concealed and protected by permanent construction immediately after installation. END OF SECTION 072100 THERMAL INSULATION . 072100-4 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 075216 - STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS MEMBRANE ROOFING PART 1- GENERAL 1.1 SUMMARY A. Section Includes: Styrene-butadiene-styrene (SBS)-modified bituminous membrane roofing. New Roof Drain. B. Related Requirements: Section 072100 "Thermal Insulation" for mineral-wool batt insulation at underside of roof sheathing. Section 076200 "Sheet Metal Flashing and Trim" for metal roof flashings and counterfiashings. Section 079200 "Joint Sealants" for joint sealants, joint fillers, and joint preparation. 1.2 DEFINITIONS A. Roofing Terminology: Definitions in ASTM D 1079 and glossary of NRCA's "The NRCA Roofing and Waterproofing Manual" apply to work of this Section. 1.3 PREINSTALLATION MEETINGS A. Preinstallation Roofing Conference: Conduct conference at Project site. Meet with Owner, Architect, Owner's insurer if applicable, testing and inspecting agency representative, roofing Installer, roofing system manufacturer's representative, deck Installer, and installers whose work interfaces with or affects roofing, including installers of roof accessories and roof-mounted equipment. Review methods and procedures related to roofing installation, including manufacturer's written instructions. Review and finalize construction schedule, and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. Examine deck substrate conditions and finishes for compliance with requirements, including flatness and fastening. Review structural loading limitations of roof deck during and after roofing. Review base flashings, special roofing; details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that affects roofing system. Review governing regulations and requirements for insurance and certificates if applicable. Review temporary protection requirements for roofing system during and after installation. Review roof observation and repair procedures after roofing installation. STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS 075216-1 MEMBRANE ROOFING CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1.4 ACTION SUBMITTALS A. Product Data: For each type of product. B. Shop Drawings: For roofing system. Include plans, elevations, sections, details, and attachments to other work, including: Base flashings and membrane terminations. Crickets, saddles, and tapered edge strips, including slopes. C. Samples for Verification: For the following products: Cap sheet, of color required. Flashing sheet, of color required. Walkway pads or rolls, of color required. 1.5 INFORMATIONAL SUBMITTALS Qualification Data: For Installer and manufacturer. Manufacturer Certificates: Signed by roofing manufacturer certifying that roofing system complies with requirements specified in "Performance Requirements" Article. 1. Submit evidence of complying with performance requirements. Product Test Reports: For components of membrane roofing system, for tests performed by manufacturer and witnessed by a qualified testing agency. Research/Evaluation Reports: For components of membrane roofing system, from ICC-ES or UL. Sample Warranties: For 'City Warranty Form'. 1.6 CLOSEOUT SUBMITTALS A. Maintenance Data: For roofing system to include in maintenance manuals. 1.7 QUALITY ASSURANCE Manufacturer Qualifications: A qualified manufacturer that is UL listed for membrane roofing system identical to that used for this Project. Installer Qualifications: A qualified firm that is approved, authorized, or licensed by roofing system manufacturer to install manufacturer's product and that is eligible to receive manufacturer's special warranty. STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS 075216-2 MEMBRANE ROOFING CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver roofing materials to Project site in original containers with seals unbroken and labeled with manufacturer's name, product brand name and type, date of manufacture, approval or listing agency markings, and directions for storing and mixing with other components. B. Store liquid materials in their original undamaged containers in a clean, dry, protected location and within the temperature range required by roofing system manufacturer. Protect stored liquid material from direct sunlight. 1. Discard and legally dispose of liquid material that cannot be applied within its stated shelf life. C. Protect roof insulation materials from physical damage and from deterioration by sunlight, moisture, soiling, and other sources. Store in a dry location. Comply with insulation manufacturer's written instructions for handling, storing, and protecting during installation. D. Handle and store roofing materials, and place equipment in a manner to avoid permanent deflection of deck. 1.9 FIELD CONDITIONS A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit roofing system to be installed according to manufacturer's written instructions and warranty requirements. 1.10 WARRANTY A. Special Warranty: Refer to attached 'City Warranty Form'. PART 2- PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: -.GA~L -''" qa 5.5 Johns Manville: a Berkshire Hathaway company. ofin€eman Tremco Inc. Or equal. B. Source Limitations: Obtain components including roof insulation, fasteners, cover board, accessories for roofing system from same manufacturer as membrane roofing or manufacturer approved by membrane roofing manufacturer. STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS 075216-3 MEMBRANE ROOFING CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 2.2 PERFORMANCE REQUIREMENTS A. General Performance: Installed roofing and base fiashings shall withstand specified uplift pressures, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Roofing and base flashings shall remain watertight. B. Material Compatibility: Roofing materials shall be compatible with one another and adjacent materials under conditions of service and application required, as demonstrated by roofing manufacturer based on testing and field experience. C. Roofing System Design: Tested by a qualified testing agency to resist the following uplift pressures: Corner Uplift Pressure: -80 lbflsq. ft.. Perimeter Uplift Pressure: -53 lbf/sq. ft.. Field-of-Roof Uplift Pressure: -32 lbflsq. ft.. D. Solar Reflectance Index (SRfl: Three-year-aged SRI not less than 64 or initial SRI not less than 82 when calculated according to ASTM E 1980, based on testing identical products by a qualified testing agency. E. Energy Performance: Roofing system shall meet California Title 24 requirements as tested according to CRRC- 1. F. Exterior Fire-Test Exposure: ASTM E 108 or UL 790, Class A; for application and roof slopes indicated; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. 2.3 ROOFING SHEET MATERIALS Sheathing Paper: Red-rosin type, minimum 3 lb/100 sq. ft.. Base Sheet: ASTM D 4601, Type II, SBS-modified asphalt-impregnated and -coated sheet, with glass-fiber-reinforcing mat, dusted with fine mineral surfacing on both sides. 1. Weight: 25 lb/100 sq. ft., minimum. Roofing Membrane Sheet: ASTM D 6163, Grade 5, Type I or II, SBS-modified asphalt sheet (reinforced with glass fibers); smooth surfaced; suitable for application method specified. Granule-Surfaced Roofing Cap Sheet: ASTM D 6163, Grade G, Type I or II, SBS-modified asphalt sheet (reinforced with glass fibers); granule surfaced; suitable for application method specified, and as follows: 1. Granule Color: Bright White. STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS 075216-4 MEMBRANE ROOFING CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 2.4 BASE FLASHING SHEET MATERIALS Backer Sheet: ASTM D 4601, Type II, SBS-modified asphalt-impregnated and -coated, glass- fiber sheet, dusted with fine mineral surfacing on both sides. Granule-Surfaced Flashing Sheet: ASTM D 6164, Grade G, Type I or II, SBS-modified asphalt sheet (reinforced with polyester fabric); granule surfaced to match field membrane; suitable for application method specified, and as follows: 1. Granule Color: Bright White. Glass-Fiber Fabric: Woven glass-fiber cloth, treated with asphalt, complying with ASTM D 1668, Type I. 2.5 AUXILIARY ROOFING MATERIALS A. General: Auxiliary materials recommended by roofing system manufacturer for intended use and compatible with roofing. 1. Liquid-type auxiliary materials shall comply with VOC limits of authorities having jurisdiction. 2. Adhesives and sealànts shall comply with the following limits for VOC content: Plastic Foam Adhesives: 50 g/L. Gypsum Board and Panel Adhesives: 50 g/L. C. Multipurpose Construction Adhesives: 70 g/L. Fiberglass Adhesives: 80 g/L. Contact Adhesives: 80 g/L. PVC Welding Compounds: 510 g/L. Other Adhesives: 250 g/L. Single-Ply Roof Membrane Sealants: 450 g/L. Nonmémbrane Roof Sealants: 300 g/L. Sealant Primers for Nonporous Substrates: 250 g/L. Sealant Primers for Porous Substrates: 775 g/L. 3. Adhesives and sealants shall comply with the testing and product requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." B. Cold-Applied Adhesive: Roofing system manufacturer's standard asphalt-based, one- or two- part, asbestos-free, cold-applied adhesive specially formulated for compatibility and use with SBS Modified membranes. C. Modified Asphalt Roofing Cement: ASTM D 4586, asbestos free, of consistency required by roofing system manufacturer for application. D. Mastic Sealant: Polyisobutylene, plain or modified bitumen; nonhardening, nonmigrating, non- skinning, and nondrying. STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS 075216-5 MEMBRANE ROOFING CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Fasteners: Factory-coated steel fasteners and metal or plastic plates complying with corrosion- resistance provisions in FM Global 4470, designed for fastening roofing components to substrate; tested by manufacturer for required pullout strength, and acceptable to roofing system manufacturer. Roofing Granules: provided by Roofing System Manufacturer to match field membrane, color to match roofing. Miscellaneous Accessories: Provide those recommended by roofing system manufacturer. 2.6 ROOF SPECIALTIES A. Roof Drain: 1. Basis-of-Design: J.R. Smith Manufacturing Co. Model: No. 1800 Roof and Overflow Drain Assembly Description: Galvanized cast iron body with flashing clamp, sump receiver, and polyethylene dome. PART 3- EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements and other conditions affecting performance of the Work: Verify that roof openings and penetrations are in place, curbs are set and braced, and roof- drain bodies are securely clamped in place. Verify that wood cants, blocking, curbs, and nailers are securely anchored to roof deck at penetrations and terminations and that nailers match thicknesses of insulation. Verify that deck is securely fastened with no projecting fasteners and with no adjacent units in excess of 1/16 inch out of plane relative to adjoining deck. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION Clean substrate of dust, debris, moisture, and other substances detrimental to roofing installation according to roofing system manufacturer's written instructions. Remove sharp projections. Prevent materials from entering and clogging roof drains and conductors and from spilling or migrating onto surfaces of other construction. Remove roof-drain plugs when no work is taking place or when rain is forecast. 3.3 INSTALLATION, GENERAL A. Comply with roofing system manufacturer's written instructions. STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS 075216-6 MEMBRANE ROOFING CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF B. Substrate-Joint Penetrations: Prevent roofing asphalt and adhesives from penetrating substrate joints, entering building, or damaging roofing system components or adjacent building construction. 3.4 ROOFING INSTALLATION, GENERAL A. Install roofing system according to roofing system manufacturer's written instructions and applicable recommendations in ARMA/NRCA's "Quality Control Guidelines for the Application of Polymer Modified Bitumen Roofing" and as follows: Deck Type: N (nailable). Adhering Method: CA (cold-applied adhesive). Number of Glass-Fiber Base Sheets: One. Number of SBS-Modified Asphalt Sheets: Two. Surfacing Type: M (mineral-granule-surfaced cap sheet). B. Coordinate installation of roofing system so insulation and other components of the roofing system not permanently exposed are not subjected to precipitation or left uncovered at the end of the workday or when rain is forecast. Provide tie-offs at end .of each day's work to cover exposed roofing sheçts and insulation with a course of coated felt set in roofing cement, with joints and edges sealed. Complete terminations and base flashings, and provide temporary seals to prevent water from entering completed sections of roofing system. Remove and discard temporary seals before beginning work on adjoining roofing. 3.5 BASE-PLY SHEET INSTALLATION A. Fasten all glass-fiber base sheets according to roofing system manufacturer's written instructions starting at low point of roofing system. Align glass-fiber base-ply sheets without stretching. Extend sheets over and terminate beyond cants. 3.6 SB S-MODIFIED BITUMINOUS MEMBRANE INSTALLATION A. Install modified bituminous roofing sheet and cap sheet with cold adhesive according to roofing manufacturer's written instructions, starting at low point of roofing system. Extend roofing membrane sheets over and terminate beyond cants, installing as follows: 1. Unroll roofing sheets and allow them to relax for minimum time period required by manufacturer. B. Laps: Accurately align roofing sheets, without stretching, and maintain uniform side and end laps. Stagger end laps. Completely bond and seal laps, leaving no voids. Repair tears and voids in laps and lapped seams not completely sealed. Apply roofing granules to cover exuded bead at laps. C. Install roofing sheets so side and end laps shed water. STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS 075216-7 MEMBRANE ROOFING CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 3.7 FLASHING AND STRIPPING INSTALLATION A. Install base flashing over cant strips and other sloped and vertical surfaces, at roof edges, and at penetrations through roof, and secure to substrates according to roofing system manufacturer's written instructions and as follows: Prime substrates with asphalt primer if required by roofing system manufacturer. Backer-Sheet Application: Mechanically fasten backer sheet to walls or parapets. Adhere backer sheet over roofing membrane at cants in cold-applied adhesive. Flashing-Sheet Application: Adhere flashing sheet to substrate in cold-applied adhesive at rate required by roofing system manufacturer. B. Extend base flashing up walls or parapets a minimum of 8 inches above roofing membrane aid 6 inches onto field of roofing membrane. C. Mechanically fasten top of base flashing securely at terminations and perimeter of roofing. 1. Seal top termination of base flashing with a strip of glass-fiber fabric set in asphalt roofing cement. D. Install roofing cap-sheet stripping where metal flanges and edgings are set on roofing according to roofing system manufacturer's written instructions. 3.8 FIELD QUALITY CONTROL Testing Agency: Owner may engage a qualified testing agency to inspect substrate conditions, stirface preparation, membrane application, flashings, protection, and drainage components, and to furnish reports to Architect Final Roof Inspection: Arrange for roofing system manufacturer's technical personnel to inspect roofing installation on completion. Roofing system will be considered defective if it does not pass tests and inspections. 1. Additional testing and inspecting, at Contractor's expense, will be performed to determine if replaced or additional work complies with specified requirements. 3.9 PROTECTING AND CLEANING Protect roofing system from damage and wear during remainder of construction period. When remaining construction does not affect or endanger roofing, inspect roofing for deterioration and damage, describing its nature and extent in a written report, with copies to Architect and Owner. Correct deficiencies in or remove roofing system that does not comply with requirements, repair substrates, and repair or reinstall roofing system to a condition free of damage and deterioration at time of Substantial Completion and according to warranty requirements. Clean overspray and spillage from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction. STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS 075216-8 MEMBRANE ROOFING CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 3.10 ROOFING WARRANTY A. Refer to attached 'City Warranty Form'. END OF SECTION 075216 STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS 075216-9 MEMBRANE ROOFING CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF CITY WARRANTY FORM FOR EXECUTION BY MANUFACTURER AND CONTRACTOR FIRE STATION 5 STORAGE BUILDING ROOF CONTRACT NO. 4736 Separate from the Contractor's Guarantee Form, the City has developed a Warranty Form for execution and submission by the Roofing Materials Manufacturer and the Contractor. This document is to be signed, notarized and returned to the City upon completion of the contract work. The contract work will not be determined "Complete" until this form has been executed and accepted by the City. An alternate version of this form may be submitted providing that the language on this City Form is replicated in its entirety and not contradicted on such alternate form. Warranty No: Building Owner: The City of Carlsbad. California Building Name: CARLSBAD FIRE STATION 5 Address: 2540 Orion Way, Carlsbad, CA 92010 Contractor: Date of Project Substantial Completion Roof Area Warranted square feet This Warranty is effective for ten (10) years; from Manufacturer and Type of Roofing System Installed: Date of Final Roof Inspection: through (NSC Date) ,("Manufacturer") warrants to the owner of the building described above ("City"), that subject to the terms, conditions, and limitations stated herein, Manufacturer will cause to be repaired leaks originating in the roof system (the "System") indicated above as applied to the building which are caused by defects in the materials supplied by Manufacturer or defects in workmanship by a Manufacturer's Authorized Applicator for a period of ten (10) years commencing with the date of Substantial Completion provided by the city for the installation of the System with no monetary limit with respect to System repair costs. TERMS, CONDITIONS, LIMITATIONS 1. City is required to notify Manufacturer on the first business day immediately following the discovery of each leak in the System and confirm in wilting within one (1) week. STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS 075216 -)Irj MEMBRANE ROOFING CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 2. If on Manufacturer's inspection, Manufacturer determines that the leak is caused by a defect in the Manufacturer's material supplied by Manufacturer to the Manufacturer's Authorized Applicator for this building or the workmanship of the Manufacturer's Authorized Applicator, except as provided in the following paragraph four (4) below, Manufacturer's liability shall be limited to Manufacturer's repair of the System, including membrane, insulation and cover board, and the replacement of materials in the System or the substrate under the system, which are determined by Manufacturer and City to be damaged by the leak. 3. Manufacturer shall not be responsible for the removal or cost of removal and/or reinstallation of any components/ materials installed over the Manufacturer's System, including but not limited to, insulation, drainage mat, filter fabric, growing medium, plant life, payers, gravel, concrete or walkways. 4. This warranty does not apply and may be null and void if any of the following occur: The System is damaged by a natural disaster, including without limitation, earthquake, lightning, hail, windstorm, hurricane, tornado, winds in excess of 60 mph or flood; or The System is damaged by any act of negligence, accident, or misuse including but not limited to, vandalism, falling objects, civil disobedience, or act of war; or The System is damaged by the use of materials not supplied by or approved of in writing by Manufacturer; or A deficient pre-existing condition or equipment is causing water entry; or There are any alterations or repairs made on or through the completed System, or objects such as but not limited to fixtures, equipment or structures are placed on or attached to the completed System without first obtaining written authorization from Manufacturer; or Failure by City to use reasonable care in maintaining the System; or Loss of integrity of the building envelope and/or structure including, but not limited to, partial or complete loss of decking, wall siding, windows, doors or other envelope components, or from damage by windblown objects; or The System is damaged by structural failures, including without limitation, settling or shifting of the building or movement or cracking or deflection of the roof deck and/or roof structure; or The System is damaged by chemical conditions, animals, insects, or.other conditions not disclosed in writing to Manufacturer prior to the date of this Warranty; or Deficient design applied to the System such as contact with incompatible materials and/or substrates. 5. During the period of the Warranty, Manufacturer, its agents and employees, agree to request and coordinate escorted building access through the City Facilities Maintenance Department during regular business hours. Inspections and maintenance (including removal of debris from roof membranes and cleaning of drains and scuppers) will be performed at years 2 and 5 of the ten (10) year warranty period. STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS -'11 075216 MEMBRANE ROOFING CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Should the System be concealed, the cost of exposure of the System for purposes of Manufacturer's investigation and/or repair, shall be City's responsibility. Cost of removal and replacement of gravel surface shall be the Manufacturer's responsibility. City's failure at any time to enforce any of the terms or conditions stated herein shall not be construed to be a waiver of such provision. City is responsible to Manufacturer for all costs attributed to work performed as the result of service calls for items not covered under this Warranty. - This Warranty may only be transferred to a subsequent owner of the building within the applicable original warranty period. Under no circumstances, including but not limited to a warranty. transfer, shall the original warranty period be deemed extended for any reason. This Warranty shall not become effective unless and until signed by (Manufacturer's Authorized Applicator) and Manufacturer Manufacturer shall not be responsible or liable for any consequential or incidental damages caused as a result an any leaks to areas below the roof substrate and its support framing, including other elements of the building structure or contents, loss of use of the structure or any component thereof, or damage to any personal property or persons. This Warranty shall be governed by the laws of the State of California. Manufacturer: (Company name) Authorized Representative of Manufacturer Contact Phone Number Contractor: (Company name) Manufacturer's Authorized Applicator Contact Phone Number STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS MEMBRANE ROOFING 075216 -)3' ('1- CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 076200 - SHEET METAL FLASHING AND TRIM PART 1- GENERAL 1.1 SUMMARY A. Section Includes: Formed low-slope roof sheet metal fabrications. Formed wall sheet metal fabrications. Formed equipment support flashing. Coping Reglets and Counterfiashing. B. Related Requirements: Section 061000 "Rough Carpentry" for wood nailers, curbs, and blocking. Section 075216 SBS Modified Bituminous Membrane Roofing" for materials and installation of sheet metal flashing and trim integral with roofing. 1.2 COORDINATION Coordinate sheet metal flashing and trim layout and seams with sizes and locations of penetrations to be flashed, and joints and seams in adjacent materials. Coordinate sheet metal flashing and trim installation with adjoining roofing and wall materials, joints, and seams to provide leakproof, secure, and noncorrosive installation. 1.3 ACTION SUBMITTALS Product Data: For each type of product. 1. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each manufactured product and accessory. Shop Drawings: For sheet metal flashing and trim. Include plans, elevations, sections, and attachment details. Detail fabrication and installation layouts, expansion-joint locations, and keyed details. Distinguish between shop- and field-assembled work. Include identification of material, thickness, weight, and finish for each item and location in Project. Include details for forming, including profiles, shapes, seams, and dimensions. Include details for joining, supporting, and securing, including layout and spacing of fasteners, cleats, clips, and other attachments. Include pattern of seams. Include details of termination points and assemblies. SHEET METAL FLASHING AND TRIM . 076200-1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Include details of special conditions. Include details of connections to adjoining work. Detail formed flashing and trim at scale of not less than 3 inches per 12 inches. Samples for Initial Selection: For each type of sheet metal and accessory indicated with factory- applied finishes. Samples for Verification: For each type of exposed finish. Sheet Metal Flashing: 12 inches long by actual width of unit, including finished seam and in required profile. Include fasteners, cleats, clips, closures, and other attachments. 1.4 INFORMATIONAL SUBMITTALS Qualification Data: For fabricator. Sample Warranty: For special warranty. 1.5 CLOSEOUT SUBMITTALS A. Maintenance Data: For sheet metal flashing and trim, and its accessories, to include in maintenance manuals. 1.6 QUALITY ASSURANCE Fabricator Qualifications: Employs skilled workers who custom fabricate sheet metal flashing and trim similar to that required for this Project and whose products have a record of successful in-service performance. Mockups: Build mockups to verify selections made under Sample submittals, to demonstrate aesthetic effects, and to set quality standards for fabrication and installation. Build mockup of typical wall horizontal siding, approximately 4 feet x 4 feet long,' including supporting construction cleats, seams, attachments, underlayment, and accessories. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in writing. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. 1.7 DELIVERY, STORAGE, AND HANDLING A. Do not store sheet metal flashing and trim materials in contact with other materials that might cause staining, denting, or other surface damage. Store sheet metal flashing and trim materials away from uncured concrete and masonry. SHEET METAL FLASHING AND TRIM 076200-2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF B. Protect strippable protective covering on sheet metal flashing and trim from exposure to sunlight and high humidity, except to extent necessary for period of sheet metal flashing and trim installation. 1.8 WARRANTY A. Special Warranty on Finishes: Manufacturer agrees to repair finish or replace sheet metal flashing and trim that shows evidence of deterioration of factory-applied finishes within specified warranty period. Exposed Panel Finish: Deterioration includes, but is not limited to, the following: Color fading more than 5 Hunter units when tested according to ASTM D 2244. Chalking in excess of a No. 8 rating when tested according to ASTM D 4214. Cracking, checking, peeling, or failure of paint to adhere to bare metal. 2. Finish Warranty Period: 20 years from date of Substantial Completion. PART 2- PRODUCTS 2.1 PERFORMANCE REQUIREMENTS General: Sheet metal flashing and trim assemblies shall withstand wind loads, structural movement, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Completed sheet metal flashing and trim shall not rattle, leak, or loosen, and shall remain watertight. Sheet Metal Standard for Flashing and Trim: Comply with NRCA's "The NRCA Roofing Manual" and SMACNA's "Architectural Sheet Metal Manual" requirements for dimensions and profiles shown unless more stringent requirements are indicated. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes to prevent buckling, opening of joints, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Base calculations on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss. 1. Temperature Change: 120 deg F, ambient; 180 deg F, material surfaces. 2.2 SHEET METALS General: Protect mechanical and other finishes on exposed surfaces from damage by applying strippable, temporary protective film before shipping. Aluminum Sheet: ASTM B 209, alloy as standard with manufacturer for finish required, with temper as required to suit forming operations and performance required; with smooth, flat surface. 1. Exposed Coil-Coated Finish: SHEET METAL FLASHING AND TRIM 076200-3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF a. Two--Coat Fluoropolymer: AAMA 2605. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in both color coat and clear topcoat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. Color: Match Architect's sample. From manufacturer's full range of colors. Concealed Finish: Pretreat with manufacturer's standard white or light-colored acrylic or polyester backer finish, consisting of prime coat and wash coat with minimum total dry film thickness of 0.5 mu. C. Metallic-Coated Steel Sheet: Provide, zinc-coated (galvanized) steel sheet according to ASTM A 653/A 653M, G90 coating designation; prepainted by coil-coating process to comply with ASTM A 755/A 755M. 1. Surface: Smooth, flat. 2.3 COPINGS A. Metal Copings: Manufactured coping system consisting of metal coping cap in section lengths not exceeding 12 feet, concealed anchorage; with corner units, end cap units, and concealed splice plates with finish matching coping caps. Snap on system. Manufacturers: Subject to compliance with requirements, provide products by one of the following: Johns Manville; a Berkshire Hathaway company (Presto Lock is Basis of Design). Sika Samafil. C. GAF Materials Corporation. 2. Formed Aluminum Sheet Coping Caps: Aluminum sheet, 0.050 inch thick. Surface: Smooth, flat finish. Finish: Two-coat fluoropolymer. C. Color: As selected by Architect from manufacturer's full range (to include Johns Manville Express and Standard colors, or equal range by others). 3. Corners: Factory mitered and continuously welded. 4. Coping-Cap Attachment Method: Snap-on or face leg hooked to continuous cleat with back leg fastener exposed, fabricated from coping-cap material. Snap-on Coping Anchor Plates: Concealed, galvanized-steel sheet, 12 inches wide, with integral cleats. Face-Leg Cleats: Concealed, continuous galvanized-steel sheet. 2.4 UNDERLAYMENT MATERIALS A. Felt: ASTM D 2261D 226M, Type II (No. 30), asphalt-saturated organic felt; nonperforated. SHEET METAL FLASHING AND TRIM 076200-4 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF B. Self-Adhering, High-Temperature Sheet: Minimum 30 mils thick, consisting of a slip-resistant polyethylene- or polypropylene-film top surface laminated to a layer of butyl-rubber compound adhesive, with release-paper backing; specifically designed to withstand high metal temperatures beneath metal roofing. Provide primer according to written recommendations of underlayment manufacturer. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following: Carlisle Coatings & Waterproofing Inc. GCP Applied Technologies Inc. (formerly Grace Construction Products). C. Henry Company. Owens Corning. Protecto Wrap Company. Thermal Stability: ASTM D 1970; stable after testing at 240 deg F or higher. Low-Temperature Flexibility: ASTM D 1970; passes after testing at minus 20 deg F or lower. C. Slip Sheet: Smoöth building paper such as rosin-sized or unsaturated building paper. 2.5 MISCELLANEOUS MATERIALS A. General: Provide materials and types of fasteners, protective coatings, sealants, and other miscellaneous items as required for complete sheet metal flashing and trim installation and as recommended by manufacturer of primary sheet metal unless otherwise indicated. B. Fasteners: Wood screws, annular threaded nails, self-tapping screws, self-locking rivets and bolts, and other suitable fasteners designed to withstand design loads and recommended by manufacturer of primary sheet metal. 1. General: Blind fasteners or self-drilling screws, gasketed, with hex-washer head. Exposed Fasteners: Heads matching color of sheet metal using plastic caps or factory-applied coating. Provide metal-backed EPDM or PVC sealing washers under heads of exposed fasteners bearing on weather side of metal. Blind Fasteners: High-strength aluminum or stainless-steel rivets suitable for metal being fastened. 2. Fasteners for Aluminum Sheet: Aluminum or Series 300 stainless steel. 3. Fasteners for Zinc-Coated (Galvanized) Steel Sheet: Series 300 stainless steel or hot-dip galvanized steel according to ASTM A 153/A 153M or ASTM F 2329. C. Sealant Tape: Pressure-sensitive, 100 percent solids, polyisobutylene compound sealant tape with release-paper backing. Provide permanently elastic, nonsag, nontoxic, nonstaining tape 1/2 inch wide and 1/8 inch thick. D. Elastomeric Sealant: ASTM C 920, elastomeric silicone polymer sealant; of type, grade, class, and use classifications required to seal joints in sheet metal flashing and trim and remain watertight. SHEET METAL FLASHING AND TRIM 076200-5 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 2.6 FABRICATION, GENERAL A. General: Custom fabricate sheet metal flashing and trim to comply with details shown and recommendations in cited sheet metal standard that apply to design, dimensions, geometry, metal thickness, and other characteristics of item required. Fabricate sheet metal flashing and trim in shop to greatest extent possible. Fabricate sheet metal flashing and trim in thickness or weight needed to comply with performance requirements, but not less than that specified for each application and metal. Obtain field measurements for accurate fit before shop fabrication. Form sheet metal flashing and trim to fit substrates without excessive oil canning, buckling, and tool marks; true to line, levels, and slopes; and with exposed edges folded back to form hems. 4. Conceal fasteners and expansion provisions where possible. Do not use exposed fasteners on faces exposed to view. B. Fabrication Tolerances: Fabricate sheet metal flashing and trim that is capable of installation to a tolerance of 1/4 inch in 20 feet on slope and location lines indicated on Drawings and within 1/8-inch offset of adjoining faces and of alignment of matching profiles. C. Sealant Joints: Where movable, nonexpansion-type joints are required, form metal to provide for proper installation of elastomeric sealant according to cited sheet metal standard. D. Fabricate cleats and attachment devices from same material as accessory being anchored or from compatible, noncorrosive metal. E. Seams: Fabricate nonmoving seams with flat-lock seams. Form seams and seal with elastomeric sealant unless otherwise recommended by sealant manufacturer for intended use. F. Do not use graphite pencils to mark metal surfaces. 2.7 LOW-SLOPE ROOF SHEET METAL FABRICATIONS A. Base Flashing: Fabricate from the following materials: 1. Aluminum: 0.032 inch thick. B. Roof-Penetration Flashing: Fabricate from the following materials: 1. Aluminum: 0.032 inch thick. C. Reglets: Manufactured units formed to provide secure interlocking of separate reglet and counterflashing pieces, from the following exposed metal: Formed Aluminum: 0.040 inch thick. Corners: Factory mitered and mechanically clinched and sealed watertight. Stucco Type, with 3" minimum upturned vertical leg. D. Counterfiashings: Manufactured units of heights to overlap top edges of base flashings by 4 inches and in lengths.not exceeding 12 feet designed to snap into reglets and compress against base flashings with joints lapped, from the following exposed metal: 1. Formed Aluminum: 0.032 inch thick. SHEET METAL FLASHING AND TRIM 076200-6 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF E. Accessories: 1. Counterfiashing Wind-Restraint Clips: Provide clips to be installed before counterfiashing to prevent wind uplift of counterfiashing lower edge. 2.8 WALL SHEET METAL FABRICATIONS A. Wall Horizontal Siding Bands: Fabricate horizontal bands by brake forming into horizontal bands. Fasten with concealed cleats. Fabricate from the following materials: Aluminum: 0.040 inch thick. 2.9 MISCELLANEOUS SHEET METAL FABRICATIONS A. Equipment Support Flashing: Fabricate from the following materials: 1. Aluminum: 0.032 inch thick. 2.10 FINISHES A. Comply with NAAIVIIvFs "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Protect mechanical and painted finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. C. Appearance of Finished Work: Noticeable variations in same piece are unacceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. D. Coil-Coated Galvanized-Steel Sheet Finishes: 1. High-Performance Organic Finish: Prepare, pretreat, and apply coating to exposed metal surfaces to comply with ASTM A 755/A 755M and coating and resin manufacturers' written instructions. Two-Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. Concealed Surface Finish: Apply pretreatment and manufacturer's standard acrylic or polyester backer finish consisting of prime coat and wash coat with a minimum total dry film thickness of 0.5 mil. E. Coil-Coated Aluminum Sheet Finishes: High-Performance Organic Finish: Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. SHEET METAL FLASHING AND TRIM 076200-7 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Two-Coat Fluoropolymer: AAMA 2605. Fluóropolymer finish containing not less than 70 percent PVDF resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. Concealed Surface Finish: Apply pretreatment and manufacturer's standard acrylic or polyester backer finish consisting of prime coat and wash coat with a minimum total dry film thickness of 0.5 mu. 2. Clear Anodic Finish: AAMA 611, AA-M12C22A31, Class II, 0.010 mm or thicker. Where indicated. F. Aluminum Extrusion Finishes: 1. High-Performance Organic Finish: Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. Two-Coat Fluoropolymer: AAMA 2605. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. Concealed Surface Finish: Apply pretreatment and manufacturer's standard acrylic or polyester backer finish consisting of prime coat and wash coat with a minimum total dry film thickness of 0.5 mil. PART 3 . EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances, substrate, and other conditions affecting performance of the Work. Verify compliance with requirements for installation tolerances of substrates. Verify that substrate is sound, dry, smooth, clean, sloped for drainage, and securely anchored. Verify that air- or water-resistant barriers have been installed over sheathing or backing substrate to prevent air infiltration or water. penetration. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 UNDERLAYMENT INSTALLATION Felt Underlayment: Install felt underlayment, wrinkle free, using adhesive to minimize use of mechanical fasteners under sheet metal flashing and trim. Apply in shingle fashion to shed water, with lapped joints of not less than 2 inches. Self-Adhering Sheet Underlayment: Install self-adhering sheet underlayment, wrinkle free. Prime substrate if recommended by underlayment manufacturer. Comply with temperature SHEET METAL FLASHING AND TRIM 076200-8 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF restrictions of underlayment manufacturer for installation; use primer for installing underlayment at low temperatures. Apply in shingle fashion to shed water, with end laps of not less than 6 inches staggered 24 inches between courses. Overlap side edges not less than 3-1/2 inches. Roll laps and edges with roller. Cover underlayment within 14 days. 3.3 INSTALLATION, GENERAL A. General: Anchor sheet metal flashing and trim and other components of the Work securely in place, with provisions for thermal and structural movement. Use fasteners, protective coatings, separators, sealants, and other miscellaneous items as required to complete sheet metal flashing and trim system. Install sheet metal flashing and trim true to line, levels, and slopes. Provide uniform, neat seams with minimum exposure of solder, welds, and sealant. Install sheet metal flashing and trim to fit substrates and to result in watertight performance. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal. Space cleats not more than 12 inches apart. Attach each cleat with at least two fasteners. Bend tabs over fasteners. Install exposed sheet metal flashing and trim with limited oil canning, and free of buckling and tool marks. Torch cutting of sheet metal flashing and trim is not permitted. Do not use graphite pencils to mark metal surfaces. B. Metal Protection: Where dissimilar metals contact each other, or where metal contacts pressure- treated wood or other corrosive substrates, protect against galvanic action or corrosion by painting contact surfaces with bituminous coating or by other permanent separation as recommended by sheet metal manufacturer or cited sheet metal standard. 1. Underlayment: Where installing sheet metal flashing and trim directly on cementitious or wood substrates, install underlayment and cover with slip sheet. C. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space movement joints at maximum of 10 feet with no joints within 24 inches of corner or intersection. D. Fasteners: Use fastener sizes that penetrate wood blocking or sheathing not less than 1-1/4 inches for nails and not less than 3/4 inch for wood screws. E. Conceal fasteners and expansion provisions where possible in exposed work and locate to minimize possibility of leakage. Cover and seal fasteners and anchors as required for a tight installation. F. Seal joints as required for watertight construction. 1. Use sealant-filled joints unless otherwise indicated. Embed hooked flanges of joint members not less than 1 inch into sealant. Form joints to completely conceal sealant. When ambient temperature at time of installation is between 40 and 70 deg F, set joint members for 50 percent movement each way. Adjust setting proportionately for installation at higher ambient temperatures. Do not install sealant-type joints at temperatures below 40 deg F. SHEET METAL FLASHING AND TRIM 076200-9 CARLSBAD FIRE STATION #5. STORAGE BUILDING ROOF 2. Prepare joints and apply sealants to comply with requirements in Section 079200 "Joint Sealants." 3.4 ROOF FLASHING INSTALLATION General: Install sheet metal flashing and trim to comply with performance requirements and cited sheet metal standard. Provide concealed fasteners where possible, and set units true to line, levels, and slopes. Install work with laps, joints, and seams that are permanently watertight and weather resistant. Pipe or Post Counterfiashing: Install counterfiashing umbrella with close-fitting collar with top edge flared for elastomeric sealant, extending minimum of 4 inches over base flashing. Install stainless-steel draw band and tighten. Counterfiashing: Coordinate installation of counterfiashing with installation of base flashing. Insert counterfiashing in reglets or receivers and fit tightly to base flashing. Extend counterfiashing 4 inches over base flashing. Lap counterfiashing joints minimum of 4 inches. Secure in waterproof manner by means of interlocking folded seam or blind rivets and sealant unless otherwise indicated. Roof-Penetration Flashing: Coordinate installation of roof-penetration flashing with installation of roofing and other Items penetrating roof. Seal with elastomeric.sealant and clamp flashing to pipes that penetrate roof. 3.5 COPING INSTALLATION Install cleats, anchor plates, and other anchoring and attachment accessories and devices with concealed fasteners. Anchor copings with manufacturer's required devices, fasteners, and fastener. spacing to meet performance requirements. Interlock face and back leg drip edges of snap-on coping cap into cleated anchoi plates anchored to substrate at manufacturer's required spacing that meets performance requirements. Interlock face-leg drip edge into continuous cleat anchored to substrate at manufacturer's required spacing that meets performance requirements. Anchor back leg of coping with screw fasteners and elastomeric washers at manufacturer's required .spacing that meets performance requirements. 3.6 REGLET AND COUNTERFLAS}IING INSTALLATION General: Coordinate installation of reglets and counterfiashings with installation of base flashings. Surface-Mounted Reglets: Install reglets to receive flashings where flashing without embedded reglets is indicated on Drawings. Install at height so that inserted counterfiashings overlap 4 inches over top edge of base flashings. SHEET METAL FLASHING AND TRIM 076200 -10 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF C. Counterfiashings: Insert counterfiashings into reglets or other indicated receivers; ensure that counterfiashings overlap 4 inches over top edge of base flashings. Lap càunterflashing joints a minimum of 4 inches and bed with butyl sealant. Fit counterfiashings tightly to base flashings. 3.7 MISCELLANEOUS FLASHING INSTALLATION A. Equipment Support Flashing: Coordinate installation of equipment support flashing with. installation of roofing and equipment. Weld or seal flashing with elastomeric sealant to equipment support member. 3.8 ERECTION TOLERANCES A. Installation Tolerances: Shim and align sheet metal flashing and trim within installed tolerance of 1/4 inch in 20 feet on slope and location lines indicated on Drawings and within 1/8-inch offset of adjoining faces and of alignment of matching profiles. 3.9 CLEANING AND PROTECTION Clean exposed metal surfaces of substances that interfere with uniform oxidation and weathering. Clean and neutralize flux materials. Clean off excess solder. Clean off excess sealants. Remove temporary protective coverings and strippable films as sheet metal flashing and trim are installed unless otherwise indicated in manufacturer's written installation instructions. On completion of sheet metal flashing and trim installation, remove unused materials and clean finished surfaces as recommended by sheet metal flashing and trim manufacturer. Maintain sheet metal flashing and trim in clean condition during construction. Replace sheet metal flashing and trim that have been damaged or that have deteriorated beyond successful repair by finish touchup or similar minor repair procedures. END OF SECTION 076200 SHEET METAL FLASHING AND TRIM 076200 -11 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 079200 - JOINT SEALANTS PART 1- GENERAL 1.1 SUMMARY A. Section Includes: Nonstaining silicone joint sealants. Urethane joint sealants. Mildew-resistant joint sealants. 1.2 ACTION SUBMITTALS Product Data: For each joint-sealant product. Samples for Initial Selection: Manufactdrer's color charts consisting of strips of cured sealants showing the full range of colors available for each product exposed to view. Joint-Sealant Schedule: Include the following information: Joint-sealant application, joint location, and designation. Joint-sealant manufacturer and product name. Joint-sealant formulation. Joint-sealant color. 1.3 INFORMATIONAL SUBMITTALS Qualification Data: For qualified testing agency. Product Test Reports: For each kind of joint sealant, .for tests performed by a qualified testing agency. Sample Warranties: For special warranties. 1.4 QUALITY ASSURANCE A. Installer Qualifications: An authorized representative who is trained and approved by manufacturer. 1.5 PRECONSTRUCTION TESTING 1. Testing will not be required if joint-sealant manufacturers submit data that are based on previous testing, not older than 24 months, of sealant products for adhesion to, staining of, and compatibility with joint substrates and other materials matching those submitted. JOINT SEALANTS 079200 -1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1.6 FIELD CONDITIONS A. Do not proceed with installation of joint sealants under the following conditions: When ambient and substrate temperature conditions are outside limits permitted by joint- sealant manufacturer or are below 40 deg F. When joint substrates are wet. Where joint widths are less than those allowed by joint-sealant manufacturer for applications indicated. Where contaminants capable of interfering with adhesion have not yet been removed from joint substrates. 1.7 WARRANTY Special Installer's Warranty: Installer agrees to repair or replace joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty Period: Two years from date of Substantial Completion. Special Manufacturer's Warranty: Manufacturer agrees to furnish joint sealants to repair or replace those joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty Period: Five years from date of Substantial Completion. Special warranties specified in this article exclude deterioration or failure of joint sealants from the following: Movement of the structure caused by stresses on the sealant exceeding sealant manufacturer's written specifications for sealant elongation and compression. Disintegration of joint substrates from causes exceeding design specifications. Mechanical damage caused by individuals, tools, or other outside agents. Changes in sealant appearance caused by accumulation of dirt or other atmospheric contaminants. PART 2- PRODUCTS 2.1 JOINT SEALANTS, GENERAL Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by joint-sealant manufacturer, based on testing and field experience. VOC Content: Sealants and sealant primers shall comply with the following: Architectural sealants shall have a VOC content of 250 g/L or less. Sealants and sealant primers for nonporous substrates shall have a VOC content of 250 gIL or less. JOINT SEALANTS 079200-2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Sealants and sealant primers for porous substrates shall have a VOC content of 775 gIL or less. Sealant shall comply with the testing and product requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range. 2.2 NONSTAINING SILICONE JOINT SEALANTS A. Nonstaining Joint Sealants: No staining ofsubstrates when tested according to ASTM C 1248. B. Silicone, Nonstaining, 5, NS, 50, NT: Nonstaining, single-component, nonsag, plus 50 percent and minus 50 percent movement capability, nontraffic-use, neutral-curing silicone joint sealant; ASTM C 920, Type 5, Grade NS, Class 50, Use NT. Manufacturers: Subject to compliance with requirements, provide products by one of the following: Dow Corning Corporation. Pecora Corporation. C. Tremco Incorporated. d. Or equal. 2.3 URETHANE JOINT SEALANTS A. Urethane, 5, NS, 25, T, NT: Single-component, nonsag, plus 25 percent and minus 25 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C 920, Type 5, Grade NS, Class 25, Uses T and NT. Manufacturers: Subject to compliance withrequirements, provide products by one of the following: BASF Corporation; Construction Systems. LymTal International Inc. C. Or equal. 2.4 MILDEW-RESISTANT JOINT SEALANTS Mildew-Resistant Joint Sealants: Formulated for prolonged exposure to humidity with fungicide to prevent mold and mildew growth. Silicone, Mildew Resistant, Acid Curing, 5, NS, 25, NT: Mildew-resistant, single-component, nonsag, plus 25 percent and minus 25 percent movement capability, nontraffic-use, acid-curing silicone joint sealant; ASTM C 920, Type 5, Grade NS, Class 25, Use NT. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: JOINT SEALANTS 079200 -3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Dow Corning Corporation. Pecora Corporation. Tremco Incorporated. d. Or equal. 2.5 BUTYL JOINT SEALANTS A. Butyl-Rubber-Based Joint Sealants: ASTM C 1311. Manufacturers: Subject to compliance with requirements, provide products by one of the following: Bostik. Inc. Pecora Corporation. C. Or equal. 2.6 JOINT-SEALANT BACKING A. Sealant Backing Material, General: Nonstaining; compatible with joint substrates, sealants, primers, and other joint fillers; and approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. Manufacturers: Subject to compliance with requirements, provide products by one of the following: Alcot Plastics Ltd. BASF Corporation: Construction Systems. C. Construction Foam Products: a division of Nomaco, Inc. d. Or equal. B. Cylindrical Sealant Backings: ASTM C 1330, Type C (closed-cell material with a surface skin), and of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance. C. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or joint surfaces at back of joint. Provide self-adhesive tape where applicable. 2.7 MISCELLANEOUS MATERIALS Primer: Material recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials, free of oily residues or other substances capable of staining or harming joint, substrates and adjacent nonporous surfaces in any way, and formulated to promote optimum adhesion of sealants to joint substrates. JOINT SEALANTS 019200-4 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints. PART 3- EXECUTION 3.1 EXAMINATION A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint-sealant manufacturer's written instructions and the following requirements: Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant, including dust, paints (except for permanent, protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer), old joint sealants, oil, grease, waterproofing, water repellents, water, surface dirt, and frost. 2. Clean porous joint substrate surfaces by brushing, grinding, mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants. Remove loose particles remaining after cleaning operations above by vacuuming or blowing out joints with oil-free compressed air. Porous joint substrates include the following: Concrete. Unglazed surfaces of ceramic tile. C. Exterior insulation and finish systems. 3. Remove laitance and form-release agents from concrete. 4. Clean nonporous joint substrate surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave residues capable of interfering with adhesion of joint sealants. Nonporous joint substrates include the following: Metal. Glass. C. Glazed surfaces of ceramic tile. B. Joint Priming: Prime joint substrates where recommended by joint-sealant manufacturer or as indicated by preconstruction joint-sealant-substrate tests or prior experience. Apply primer to comply with joint-sealant manufacturer's written instructions. Confine primers to areas of joint- sealant bond; do not allow spillage or migration onto adjoining surfaces. C. Masking Tape: Use masking tape where required to prevent contact of sealant or primer with adjoining surfaces that otherwise would be permanently stained or damaged by such contact or JOINT SEALANTS 079200-5 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF by cleaning methods required to remove sealant smears. Remove tape immediately after tooling without disturbing joint seal. 3.3 INSTALLATION OF JOINT SEALANTS A. General: Comply with joint-sealant manufacturer's written installation instructions for products and applications indicated, unless more stringent requirements apply. B. Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated. C. Install sealant backings of kind indicated to support sealants during application and at position required to produce cross-sectional shapes and depths of installed -sealants relative to joint widths that allow optimum sealant movement capability. Do not leave gaps between ends of sealant backings. Do not stretch, twist, puncture, or tear sealant backings. Remove absorbent sealant backings that have become wet before sealant application, and replace them with dry materials. D. Install bond-breaker tape behind sealants where sealant backings are not used between sealants and backs ofjoints. E. Install sealants using proven techniques that comply with the following and at the same time backings are installed: Place sealants so they directly contact and fully wet joint substrates. Completely fill recesses in each joint configuration. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. F. Tooling of Nonsag Sealants: immediately after sealant application and before skinnirg or curing begins, tool sealants according to requirements specified in subparagraphs below to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint. Remove excess sealant from surfaces adjacent to joints. Use tooling agents that are approved in writing by sealant manufacturer and that do not discolor sealants or adjacent surfaces. Provide concave joint profile per Figure 8A in ASTM C 1193 unless otherwise indicated. 3.4 CLEANING A. Clean off excess sealant or sealant smears adjacent to joints as the Work progresses by methods and with cleaning materials approved in writing by manufacturers of joint sealants and of products in which joints occur. JOINT SEALANTS 079200-6 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 3.5 PROTECTION A. Protect joint sealants during and after curing period from contact with contaminating substances and from damage resulting from construction operations or other causes so sealants are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out, remove, and repair damaged or deteriorated joint sealants immediately so installations with repaired areas are indistinguishable from original work. 3.6 JOINT-SEALANT SCHEDULE A. Joint-Sealant Application: Exterior joints in horizontal traffic surfaces. Joint Locations: Isolation and contraction joints in cast-in-place concrete slabs. Tile control and expansion joints. C. Joints between different materials listed above. d. Other joints as indicated on Drawings. Joint Sealant: 5, NS, 25, T, NT. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. B. Joint-Sealant Application: Exterior joints in vertical surfaces and horizontal nontraffic surfaces. 1. Joint Locations: Construction joints in cast-in-place concrete. Joints in exterior insulation and finish systems. C. Joints between metal panels. Joints between different materials listed above. Perimeter joints between materials listed above and frames of doors windows and louvers. Control and expansion joints in overhead surfaces. Other joints as indicated on Drawings. 2. Joint Sealant: Silicone, nonstaining, S, NS, 50, NT. 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. C. Joint-Sealant Application: Interior joints in horizontal traffic surfaces. Joint Locations: Isolation joints in cast-in-place concrete slabs. Control and expansion joints in tile flooring. C. Other joints as indicated on Drawings. Joint Sealant: S, NS, 25, T, NT. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. D. Joint-Sealant Application: Interior joints in vertical surfaces and horizontal nontraffic surfaces. JOINT SEALANTS 079200 -7 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1. Joint Locations: Control and expansion joints on exposed interior surfaces of exterior walls. Tile control and expansion joints. C. Vertical joints on exposed surfaces of walls and partitions. d. Other joints as indicated on Drawings. 2. Joint Sealant: Silicone, nonstaining, 5, NS, 50, NT. 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. E. Joint-Sealant Application: Mildew-resistant interior joints in vertical surfaces and horizontal nontraffic surfaces. 1. Joint Locations: Joints between plumbing fixtures and adjoining walls, floors, and counters. Tile control and expansion joints where indicated. Other joints as indicated on Drawings. 2. Joint Sealant: Silicone, mildew resistant, acid curing, 5, NS, 25, NT. 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. F. Joint-Sealant Application: Concealed mastics. 1. Joint Locations: . a. Aluminum thresholds. b. Sill plates. - C. Other joints as indicated on Drawings. Joint Sealant: Butyl-rubber based. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. END OF SECTION 079200 JOINT SEALANTS 079200-8 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 081113- HOLLOW METAL DOORS AND FRAMES PART 1- GENERAL 1.1 9UM1v1ARY Section includes: 1. Interior hollow-metal doors and frames. Related Requirements: Section 087100 "Door Hardware" for door hardware for hollow-metal doors. Section 09 9123 "Interior Painting" for field painting of interior doors and frames. 1.2 DEFINITIONS A. Minimum Thickness: Minimum thickness of base metal without coatings according to NAAMM-HIvllvIA 803 or SDI A250.8. 1.3 COORDINATION Coordinate anchorage installation for hollow-metal frames. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors. Deliver such items to Project site in time for installation. Coordinate requirements for installation of door hardware, electrified door hardware, and access control and security systems. 1.4 ACTION SUBMITTALS Product Data: For each type of product. 1. Include construction details, material descriptions, core descriptions, fire-resistance ratings, and finishes. Shop Drawings: Include the following: Elevations of each door type. Details of doors, including vertical- and horizontal-edge details and metal thicknesses. 3 Frame details for each frame type, including dimensioned profiles and metal thicknesses. Locations of reinforcement and preparations for hardware. Details of each different wall opening condition. Details of electrical raceway and preparation for electrified hardware, access control systems, and security systems. Details of anchorages, joints, field splices, and connections. HOLLOW METAL DOORS AND FRAMES 081113-1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Details of accessories. Details of moldings, removable stops, and glazing. Samples for Verification: 1. Finishes: For each type of exposed finish required, prepared on Samples of not less than 3 by 5 inches. Product Schedule: For hollow-metal doors and frames, prepared by or under the supervision of supplier, using same reference numbers for details and openings as those on Drawings. Coordinate with final door hardware schedule. 1.5 INFORMATIONAL SUBMITTALS A. Product Test Reports: For each type of hollow-metal door and frame assembly, for tests performed by a qualified testing agency. 1.6 DELIVERY, STORAGE, AND HANDLING Deliver hollow-metal doors and frames palletized, packaged, or crated to provide protection during transit and Project-site storage. Do not use nonvented plastic. 1. Provide additional protection to prevent damage to factory-finished units. Deliver welded frames with two removable spreader bars across bottom of frames, tack welded to jambs and mullions. Store hollow-metal doors and frames vertically under cover at Project site with head up. Place on minimum 4-inch-high wood blocking. Provide minimum 1/4-inch space between each stacked door to permit air circulation. PART 2- PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: Ceco Door: ASSA ABLOY. Curries Company: ASSA ABLOY. Steelcraft: an Allegion brand. Or equal. HOLLOW METAL DOORS AND FRAMES 081113-2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 2.2 PERFORMANCE REQUIREMENTS Fire-Rated Assemblies: Complying with NFPA 80 and listed and labeled by a qualified testing agency acceptable to authorities having jurisdiction for fire-protection ratings indicated, based on testing at positive pressure according to NFPA 252 or UL 1OC. 1. Smoke- and Draft-Control Assemblies: Provide assemblies with gaskets listed and labeled for smoke and draft control by a qualified testing agency acceptable to authorities having jurisdiction, based on testing according to UL 1784 and installed in compliance with NFPA 105. Fire-Rated, Borrowed-Lite Assemblies: Complying with NFPA 80 and listed and labeled by a qualified testing agency acceptable to authorities having jurisdiction, for fire-protection ratings indicated, based on testing according to NFPA 257 or UL 9. 2.3 INTERIOR HOLLOW METAL DOORS AND FRAMES A. Construct hollow-metal doors and frames to comply with standards indicated for materials, fabrication, hardware locations, hardware reinforcement, tolerances, and clearances, and as specified. B. Heavy-Duty Doors and Frames: SDI A250.8, Level 2; SDI A250.4, Level B. At locations indicated in the Door and Frame Schedule. 1. Doors: Type: As indicated in the Door and Frame Schedule. Thickness: 1-3/4 inches. C. Edge Construction: Model 2, Seamless. Edge Bevel: Provide manufacturer's standard beveled or square edges. Core: Honeycomb. Fire-Rated Core: Manufacturer's standard vertical steel stiffener core for fire-rated doors. 2. Frames: Materials: Uncoated steel sheet, minimum thickness of 0.053 inch. Construction: Full profile welded. 3. Exposed Finish: Prime. 2.4 HOLLOW-METAL PANELS A. Provide hollow-metal panels of same materials, construction, and finish as adjacent door assemblies. 2.5 FRAME ANCHORS A. Jamb Anchors: HOLLOW METAL DOORS AND FRAMES 081113-3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Type: Anchors of minimum size and type required by applicable door and frame standard, and suitable for performance level indicated. Quantity: Minimum of three anchors per jamb, with one additional anchor for frames with no floor anchor. Provide one additional anchor for each 24 inches of frame height above 7 feet. Postinstalled Expansion Anchor: Minimum 3/8-inch-diameter bolts with expansion shields or inserts, with manufacturer's standard pipe spacer. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor. Floor Anchors for Concrete Slabs with Underlayment: Adjustable-type anchors with extension clips, allowing not less than 2-inch height adjustment. Terminate bottom of frames at top of underlayment. Material: ASTM A 879/A 879M, Commercial Steel (CS), 04Z coating designation; mill phosphatized. 1. For anchors built into exterior walls, steel sheet complying with ASTM A 1008/A 1008M or ASTM A 101 1/A 101 IM; hot-dip galvanized according to ASTM A 153/A 153M, Class B. 2.6 MATERIALS Recycled Content of Steel Products: Postconsumer recycled content plus one-half of preconsurner recycled content not less than 25 percent. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B; suitable for exposed applications. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, Commercial Steel (CS), Type B. Inserts, Bolts, and Fasteners: Hot-dip galvanized according to ASTM A 153/A 153M. Power-Actuated Fasteners in Concrete: Fastener system of type suitable for application indicated, fabricated from corrosion-resistant materials, with clips or other accessory devices for attaching hollow-metal frames of type indicated. Mineral-Fiber Insulation: ASTM C 665, Type I (blankets without membrane facing); consisting of fibers manufactured from slag or rock wool; with maximum flame-spread and smoke- developed indexes of 25 and 50, respectively; passing ASTM E 136 for combustion characteristics. Glazing: Comply with requirements in Section 088000 "Glazing." 2.7 FABRICATION A. Hollow-Metal Frames: Fabricate in one piece except where handling and shipping limitations require multiple sections. Where frames are fabricated in sections, provide alignment plates or angles at each joint, fabricated of metal of same or greater thickness as frames. HOLLOW METAL DOORS AND FRAMES 081113-4 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Sidelite and Transom Bar Frames: Provide closed tubular members with no visible face seams or joints, fabricated from same material as door frame. Fasten members at crossings and to jambs by welding. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners unless otherwise indicated. Door Silencers: Except on weather-stripped frames, drill stops to receive door silencers as follows. Keep holes clear during construction. Single-Door Frames: Drill stop in strike jamb to receive three door silencers. Double-Door Frames: Drill stop in head jamb to receive two door silencers. B. Hardware Preparation: Factory prepare hollow-metal doors and frames to receive templated mortised hardware, and electrical wiring; include cutouts, reinforcement, mortising, drilling, and tapping according to SDI A250.6, the Door Hardware Schedule, and templates. Reinforce doors and frames to receive nontemplated, mortised, and surface-mounted door hardware. Comply with BHMA A156.115 for preparing hollow-metal doors and frames for hardware. 2.8 STEEL FINISHES - A. Prime Finish: Clean, pretreat, and apply manufacturer's standard primer. 1. Shop Primer: Manufacturer's standard, fast-curing, lead- and chromate-free primer complying with SDI A250.10; recommended by primer manufacturer for substrate; compatible with substrate and field-applied coatings despite prolonged exposure. 2.9 LOUVERS Provide louvers for interior doors, where indicated, which comply with SDI 111, with blades or baffles formed of 0.020-inch-thick, cold-rolled steel sheet set into 0.032-inch-thick steel frame. 1. Sightproof Louver: Stationary louvers constructed with inverted-V or inverted-Y blades. Form corners of moldings with hairline joints. Provide fixed frame moldings on outside of exterior and on secure side of interior doors and frames. PART 3- EXECUTION 3.1 PREPARATION Remove welded-in shipping spreaders installed at factory. Restore exposed finish by grinding, filling, and dressing, as required to make repaired area smooth, flush, and invisible on exposed faces. Touch up factory-applied finishes where spreaders are removed. Drill and tap doors and frames to receive nontemplated, mortised, and surface-mounted door hardware. HOLLOW METAL DOORS AND FRAMES 081113-5 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 3.2 INSTALLATION A. General: Install hollow-metal doors and frames plumb, rigid, properly aligned, and securely fastened in place. Comply with approved Shop Drawings and with manufacturer's written instructions. B. Hollow-Metal Frames: Comply with SDI A250.1 1. 1. Set frames accurately in position; plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces without damage to completed Work. Where frames are fabricated'in sections, field splice at approved locations by welding face joint continuously; grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces. Touch-up finishes. Install frames with removable stops located on secure side of opening. 2. Fire-Rated Openings: Install frames according to NFPA 80. 3. Floor Anchors: Secure with postinstalled expansion anchors. 4. Solidly pack mineral-fiber insulation inside frames. 5. Masonry Walls: Coordinate installation of frames to allow for solidly filling space between frames and masonry with grout or mortar. 6. In-Place Concrete or Masonry Construction: Secure frames in place with postinstalled expansion anchors. 7. Installation Tolerances: Adjust hollow-metal frames to the following tolerances: Squareness: Plus or minus 1/16 inch, measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head. Alignment: Plus or minus 1/16 inch, measured at jambs on a horizontal line parallel to plane of wall. C. Twist: Plus or minus 1/16 inch, measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall. d. Plumbness: Plus or minus 1/16 inch, measured at jambs at floor. C. Hollow-Metal Doors: Fit and adjust hollow-metal doors accurately in frames, within clearances specified below. Non-Fire-Rated Steel Doors: Comply with SDI A250.8. Fire-Rated Doors: Install doors with clearances according to NFPA 80. 3., Smoke-Control Doors: Install doors according to NFPA 105. D. Glazing: Comply with installation requirements in Section 088000 "Glazing" and with hollow- metal manufacturer's written instructions. 3.3 CLEANING AND TOUCHUP A. Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of prime coat and apply touchup of compatible air-drying, rust-inhibitive primer. HOLLOW METAL DOORS AND FRAMES 081113-6 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Metallic-Coated Surface Touchup: Clean abraded areas and repair with galvanizing repair paint according to manufacturer's written instructions. Touchup Painting: Cleaning and touchup painting of abraded areas of paint are specified in painting Sections. END OF SECTION 081113 HOLLOW METAL DOORS AND FRAMES 081113-7 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 083600 SECTIONAL OVERHEAD DOORS PART 1 GENERAL 1.1 SUMMARY A. SECTION INCLUDES Steel Sectional Overhead Doors. Electric Operators and Controls. Operating Hardware, tracks, and support. 1.2 RELATED SECTIONS Section 042200 - "Concrete Unit Masonry": Prepared opening in masonry. Execution requirements for placement of anchors in masonry wall construction. Section 079200 - "Joint Sealants": Perimeter sealant and backup materials. Section 087100 — "Door Hardware": Cylinder locks. Section 260533 - "Raceway and Boxes for Electrical Systems": Conduit from control station to door operator. 1.3 REFERENCES A. ANSI/DASMA 102 - American National Standard Specifications for Sectional Overhead Type Doors. 1.4 DESIGN / PERFORMANCE REQUIREMENTS Wind Loads: Design and size components to withstand loads caused by pressure and suction of wind acting normal to plane of wall as calculated in accordance with applicable code. Wiring Connections: Requirements for electrical characteristics. 1. 115 volts, single phase, 60 Hz. Single-Source Responsibility: Provide doors, tracks, motors, and accessories from one manufacturer-for each type of door. Provide secondary components from source acceptable to manufacturer of primary components. 1.5 SUBMITTALS A. Product Data: Manufacturer's data sheets on each product to be used, including: Preparation instructions and recommendations. Storage and handling requirements and recommendations. Installation methods. SECTIONAL OVERHEAD DOORS 083600-1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Shop Drawings: Indicate plans and elevations including opening dimensions and required tolerances, connection details, anchorage spacing, hardware locations, and installation details. Manufacturer's Certificates: Certify products meet or exceed specified requirements. Operation and Maintenance Data. 1.6 QUALITY ASSURANCE Manufacturer Qualifications: Company specializing in manufacturing products specified in this section with minimum five years documented experience. Installer Qualifications: Authorized representative of the manufacturer with minimum five• years documented experience. Products Requiring Electrical Connection: Listed and classified by Underwriters Laboratories, Inc. acceptable to authority having jurisdiction as suitable for purpose specified. 1.7 DELIVERY, STORAGE, AND HANDLING Store products in manufacturer's unopened labeled packaging until ready for installation. Protect materials from exposure to moisture until ready for installation. Store materials in a dry, ventilated weathertight location. 1.8 PROJECT CONDITIONS A. Pre-Installation Conference: Convene a pre-installation conference just prior to commencement of field operations, to establish procedures to maintain optimum working conditions and to coordinate this work with related and adjacent work. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturer: Overhead Door Corp., 2501 S. State Hwy. 121, Suite 200, Lewisville, TX 75067. ASD. Tel. Toll Free: (800) 275-3290. Phone: (469) 549-7100. Fax: (972) 906- 1499. Web Site: www.overheaddoor.com. E-mail: sales@overheaddoor.com. Or Equal 2.2 SECTIONAL STEEL OVERHEAD DOORS A. Sectional Overhead Steel Doors: 420 Series Steel Doors by Overhead Door Corporation. Units shall have the following characteristics: SECTIONAL OVERHEAD DOORS 083600-2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Door Assembly: Steel door assembly with rabbeted meeting rails to form weathertight joints and provide full-width interlocking structural rigidity. Panel Thickness: 2 inches (51 mm). Exterior Surface: Ribbed. C. Section Material: 20 gauge, galvanized steel. Center and End Stiles: 16 gauge steel. Springs: Above Head 1) 50,000 cycles. 2. Finish and Color: Two coat baked-on polyester, white color. 3. Windload Design: Provide to meet the Design/Performance requirements specified. 4. Hardware: Galvanized steel hinges and fixtures. Ball bearing rollers with hardened steel races. 5. Lock: a. Interior mounted slide lock with interlock switch for automatic operator. 6. Weatherstripping: Flexible bulb-type strip at bottom section. Flexible Jamb seals. C. Flexible Header seal. 7. Track: Provide track as recommended by manufacturer to suit loading required and clearances available. 8. Manual Operation: Chain hoist. 9. Electric Motor Operation: Provide UL listed electric operator, size and type as recommended by manufacturer to move door in either direction at not less than 2/3 foot nor more than 1 foot per second. Operator shall meet UL325/2010 requirements for continuous monitoring of safety devices. a. Entrapment Protection: Required for momentary contact, includes radio control operation. Pneumatic sensing edge up to 18 feet (5.5 m) wide. Constant contact only complying with UL 325/2010. Electric sensing edge monitored to meet UL 325/2010. Photoelectric sensors monitored to meet UL 325/2010. b. Operator Controls: Push-button operated control stations with open, close, and stop buttons. Key operated control stations with open, close, and stop buttons. Push-button and key operated control stations with open, close, and stop buttons. Surface mounting. Interior location. Exterior location. Both interior and exterior location. C. Special Operation: Door timer operation. Commercial light package. PART 3 EXECUTION SECTIONAL OVERHEAD DOORS 083600-3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 3.1 EXAMINATION Do not begin installation until openings have been properly prepared. Verify wall openings are ready to receive work and opening dimensions and tolerances are within specified limits. Verify electric power is available and of correct characteristics. If preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. 3.2 PREPARATION Clean surfaces thoroughly prior to installation. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. 3.3 INSTALLATION Install overhead doors and track in accordance with approved shop drawings and the manufacturer's printed instructions. Coordinate installation with adjacent work to ensure proper clearances and allow for maintenance. Anchor assembly to wall construction and building framing without distortion or stress. Securely brace door tracks suspended from structure. Secure tracks to structural members only. Fit and align door assembly including hardware. Coordinate installation of electrical service. Complete power and control wiring from disconnect to unit components. 3.4 CLEANING AND ADJUSTING Adjust door assembly to smooth operation and in full contact with weatherstripping. Clean doors, frames and glass. Remove temporary labels and visible markings. 3.5 PROTECTION A. Do not permit construction traffic through overhead door openings after adjustment and cleaning. SECTIONAL OVERHEAD DOORS 083600-4 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Protect installed products until completion of project. Touch-up, damaged coatings and finishes and repair minor damage before Substantial Completion. END OF SECTION SECTIONAL OVERHEAD DOORS 083600-5 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 086200 - UNIT SKYLIGHTS PART 1- GENERAL 1.1 SUMMARY Section Includes: 1. Unit skylights mounted on site-erected curbs. Related Requirements: Section 061000— Rough Carpentry Section 075216 - SBS Modified Bituminous Membrane Roofing Section 079200 - Joint Sealants 1.2 PRE1NSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site. 1.3 ACTION SUBMITTALS. Product Data: For each type of unit skylight. 1. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for unit skylights. Shop Drawings: For unit skylight work. 1. Include plans, elevations, sections, details, and connections to supporting structure and other adjoining work. Aluminum Finish Samples: For each type of exposed finish required, in a representative section of each unit skylight in manufacturer's standard size. Glazing Samples: For each color and finish of glazing indicated, 12 inches square and of same thickness indicated for the final Work. E. Product Schedule: For unit skylights. Use same designations indicated on Drawings. 1.4 INFORMATIONAL SUBMITTALS Qualification Data: For qualified Installer and manufacturer. Product Test Reports: For each type and size of unit skylight, for tests performed within the last four years by a qualified testing agency. Test results based on testing of smaller unit skylights than specified will not be accepted. UNIT SKYLIGHTS 086200 -1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF C. Sample Warranty: For special warranty. 1.5 CLOSEOUT SUBMITTALS A. Maintenance Data: For unit skylights to include in maintenance manuals. 1.6 QUALITY ASSURANCE A. Manufacturer Qualifications: A manufacturer capable of fabricating unit skylights that meet or exceed performance requirements indicated and of documenting this performance by inclusion in lists and by labels, test reports, and calculations. B. Installer Qualifications: An installer acceptable to unit skylight manufacturer for installation of units required for this Project. 1.7 WARRANTY A. Special Warranty: Manufacturer agrees to repair or replace components of unit skylights that fail in materials or workmanship within specified warranty period. 1. Failures include, but are not limited to, the following: Uncontrolled water leakage. Deterioration of metals, metal finishes, and, other materials beyond normal weathering. Yellowing of acrylic glazing. Breakage of polycarbonate glazing. Deterioration of insulating-glass hermetic seal. 2. Warranty Period: Five years from date of Substantial Completion. PART 2- PRODUCTS 2.1 MANUFACTURERS A. Basis-of-Design Product: Subject to compliance with requirements, provide Bristolite Daylighting Systems, ALT-CM-2 Unit Skylight or comparable product by one of the following: Velux America LLC. Wasco Skylights. 2.2 PERFORMANCE REQUIREMENTS A. Unit Skylight Standard: Comply with AAMAIWDMA/CSA 101/I.S.2/A440 for definitions and minimum standards of performance, materials, components, accessories, and fabrication unless more stringent requirements are indicated. 1. Performance Class and Grade: Class CW-PG 40. UNIT SKYLIGHTS 086200-2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 2. Certification: AAMA, WDMA-, or CSA-certified unit skylights with label attached to each. Thermal Transmittance: NFRC 100 maximum U-factor of 0.70 Btu/sq. ft. x h x deg F. Solar Heat-Gain Coefficient (SHGC): NFRC 200 maximum SHGC of 0.31. Outside-Inside Transmission Class (OITC): Rated for not less than 30 OITC when tested for laboratory sound transmission loss according to ASTM E 90 and determined by ASTM E 1332. Windborne-Debris-Impact Resistance: Provide unit skylights that pass basic-protection testing requirements in ASTM E 1996 for Wind Zone 1 when tested according to ASTM E 1886. Test specimens shall be no smaller in width and length than unit skylights indicated for use on Project and shall be installed in same manner as unit skylights indicated for use on Project. Large-Missile Test: For unit skylights located within 30 feet of grade. Small-Missile Test: For unit skylights located more than 30 feet above grade. 2.3 UNIT SKYLIGHTS A. General: Provide factory-assembled unit skylights that include glazing, extruded-aluminum glazing retainers, gaskets, and inner frames and that are capable of withstanding performance requirements indicated. B. Unit Shape and Size: As indicated. C. Acrylic Glazing: ASTM D 4802, thermoformable, monolithic sheet, category as standard with manufacturer, Finish 1 (smooth or polished), Type UVF (formulated with UV absorber). 1. Double-Glazing Profile: Dome Bubble, 25 percent rise. Thicknesses: Not less than thicknesses required to exceed performance requirements. Outer Glazing Color: Colorless, transparent. C. Inner Glazing Color: White, translucent. 2. Self-Ignition Temperature: 650 deg F or more for plastic sheets in thickness indicated when tested according to ASTM D 1929. 3. Smoke-Production Characteristics: Smoke-developed index of 450 or less when tested according to ASTM E 84, and smoke density of 75 or less when tested according to ASTM D 2843 4. Burning Characteristics: Tested according to ASTM D 635. Class CC2, burning rate of 2- 1/2 inches per minute or less for nominal thickness of 0.060 inch or thickness indicated for use. D. Glazing Gaskets: Manufacturer's standard thermoplastic. E. Condensation Control: Fabricate unit skylights with integral internal gutters and nonclogging weeps to collect and drain condensation to the exterior. UNIT SKYLIGHTS 086200-3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Thermal Break: Fabricate unit skylights with thermal barrier separating exterior and interior metal framing. Operable Systems: Equip operable unit skylights with manufacturer's standard hinges, chain- driven operating hardware, and weather-sealing gaskets. 2.4 ACCESSORY MATERIALS Fasteners: Same metal as metal being fastened, nonmagnetic stainless steel, or other noncorrosive metal as recommended by manufacturer. Finish exposed fasteners to match material being fastened. 1. Where removal of exterior exposed fasteners might allow access to building, provide nonremovable fastener heads. Bituminous Coating: Cold-applied asphalt fnastic, compounded for 15-mil dry film thickness per coat. 2.5 ALUMINUM FINISHES A. High-Performance Organic Finish: Two-coat fluoropolymer finish complying with AAMA 2605 and containing not less than 70 percent PVDF resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers' written instructions. 1. Color and Gloss: As selected by Architect from manufacturer's full range. PART 3- EXECUTION 3.1 EXAMINATION Examine openings, substrates, structural support, anchorage, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION Coordinate installation of unit skylight with installation of substrates, vapor retarders, roof insulation, roofing membrane, and flashing as required to ensure that each element of the Work performs properly and that combined elements are waterproof and weathertight. Comply with recommendations in AAMA 1607 and with manufacturer's written instructions for installing unit skylights. Install unit skylights level, plumb, and true to line, without distortion. UNIT SKYLIGHTS 086200-4 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Anchor unit skylights securely to supporting substrates. Where aluminum surfaces of unit skylights will contact another metal or corrosive substrates, such as preservative-treated wood, apply bituminous coating on concealed metal surfaces or provide other approved permanent separation recommended in writing by unit skylight manufacturer. 3.3 FIELD QUALITY CONTROL Testing Agency: Owner may engage a qualified testing agency to perform tests and inspections. After completion of installation and nominal curing of sealant and glazing compounds but before installation of interior finishes, test for water leaks according to AAMA 501.2. Perform test for total area of each unit skylight. Work will be considered defective if it does not pass tests and inspections. Additional testing and inspections, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements. Prepare test and inspection reports. 3.4 CLEANING Clean exposed unit skylight surfaces according to manufacturer's written instructions. Touch up damaged metal coatings and finishes. Remove excess sealants, glazing materials, dirt, and other substances. Remove and replace glazing that has been broken, chipped, cracked, abraded, or damaged during construction period. Protect unit skylight surfaces from contact with contaminating substances resulting from construction operations. Unit Skylight Operating System: Clean and lubricate joints and hardware. Adjust for proper operation. END OF SECTION 086200 UNIT SKYLIGHTS 086200-5 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 087100 DOOR HARDWARE PART 1- GENERAL 1.1 SUMMARY: A. Section Includes: Finish Hardware for door openings, except as otherwise specified herein. Door hardware for steel (hollow metal) doors. Keyed cylinders as indicated. B. Related Sections: Division 8: Hollow Metal Doors and Frames. Division 26 Electrical C. References: Comply with applicable requirements of the following standards. Where these standards conflict with other specific requirements, the most restrictive shall govern. Buildçrs Hardware Manufacturing Association (BHIVIA) NFPA 101 Life Safety Code NFPA 80 -Fire Doors and Windows ANSI-A 1 56.xx- Various Performance Standards for Finish Hardware UL1OC - Positive Pressure Fire Test of Door Assemblies ANSI-Al 17.1 - Accessible and Usable Buildings and Facilities Dlii /ANSI Al 15.IG - Installation Guide for Doors and Hardware ICC - International Building Code D. Intent of Hardware Groups Should items of hardware not definitely specified be required for completion of the Work, furnish such items of type and quality comparable to adjacent hardware and appropriate for service required. Where items of hardware aren't definitely or correctly specified, are required for completion of the Work, a written statement of such omission, error, or other discrepancy to be submitted to Architect, prior to date specified for receipt of bids for clarification by addendum; or, furnish such items in the type and quality established by this specification, and appropriate to the service intended. 1.2 SUBSTITUTIONS: A. Comply with General Provisions. 1.3 SUBMITTALS: A. Comply with General Provisions. DOOR HARDWARE . 087100-1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF B. Special Submittal Requirements: Combine submittals of this Section with Sections listed below to ensure the "design intent" of the system/assembly is understood and can be reviewed together. C. Product Data: Manufacturer's specifications and technical data including the following: Detailed specification of construction and fabrication. Manufacturer's installation instructions. Wiring diagrams for each electric product specified. Coordinate voltage with electrical before submitting. Submit 6 copies of catalog cuts with hardware schedule. Provide 9001-Quality Management and 14001-Environmental Management for products listed in Materials Section 2.2 D. Shop Drawings - Hardware. Schedule: Submit 2 complete reproducible copy of detailed hardware schedule in a vertical format. Completely describe door and list architectural door number. Manufacturer, product name, and catalog number. Function, type, and style. Size and finish of each item. Mounting heights. Explanation of abbreviations and symbols used within schedule. Detailed wiring diagrams, specially developed for each opening, indicating all electric hardware, security equipment and access control equipment, and door and frame rough- ins required for specific opening. E. Templates: Submit templates and "reviewed Hardware Schedule" to door and frame supplier and others as applicable to enable proper and accurate sizing and locations of cutouts and reinforcing. Templates, wiring diagrams and "reviewed Hardware Schedule" of electrical terms to electrical for coordination and verification of voltages and locations. F. Samples: (If requested by the Architect) 1 sample of Lever and Rose/Escutcheon design, (pair). 3 samples of metal finishes G. Contract Closeout Submittals: Comply with Division 1 including specific requirements indicated. Operating and maintenance manuals: Submit 3 sets containing the following. Complete information in care, maintenance, and adjustment, and data on repair and replacement parts, and information on preservation of finishes. Catalog pages for each product. C. Name, address, and phone number of local representative for each manufacturer. d. Parts list for each product. 2. Copy of final hardware schedule, edited to reflect, "As installed". 3. Copy of final keying schedule DOOR HARDWARE 087100-2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF As installed "Wiring Diagrams" for each piece of hardware connected to power, both low voltage and 110 volts. One set of special tools required for maintenance and adjustment of hardware, including changing of cylinders. 1.4 QUALITY ASSURANCE A. Comply with Division 1. 1. Statement of qualification for distributor and installers. 2. Statement of compliance with regulatory requirements and single source responsibility. 3. Distributor's Qualifications: Firm with 3 years experience in the distribution of commercial hardware. Distributor to employ full time Architectural Hardware Consultants (AHC) for the purpose of scheduling and coordinating hardware and establishing keying schedule. Hardware Schedule shall be prepared and signed by an AHC. 4. Installer's Qualifications: Firm with 3 years experienced in installation of similar hardware to that required for this Project, including specific requirements indicated. 5. Regulatory Label Requirements: Provide testing agency label or stamp on hardware for labeled openings. Provide UL listed hardware for labeled and 20 minute openings in conformance with requirements for class of opening scheduled. Underwriters Laboratories requirements have precedence over this specification where conflict exists. 6. Single Source Responsibility: Except where specified in hardware schedule, furnish products of only one manufacturer for each type of hardware. B. Review Project for extent of finish hardware required to complete the Work. Where there is a conflict between these Specifications and the existing hardware, notify the Architect in writing and furnish hardware in compliance with the Specification unless otherwise directed in writing by the Architect. 1.5 DELIVERY, STORAGE, AND HANDLING A. Packing and Shipping: Comply with Division 1. Deliver products in original unopened packaging with legible manufacturer's identification. Package hardware to prevent damage during transit and storage. Mark hardware to correspond with "reviewed hardware schedule". Deliver hardware to door and frame manufacturer upon request. B. Storage and Protection: Comply with manufacturer's recommendations. DOOR HARDWARE 087100-3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1.6 PROJECT CONDITIONS: Coordinate hardware with other work. Furnish hardware items of proper design for use on doors and frames of the thickness, profile, swing, security and similar requirements indicated, as necessary for the proper installation and function, regardless of omissions or conflicts in the information on the Contract Documents. Review Shop Drawings for doors and entrances to confirm that adequate provisions will be made for the proper installation of hardware. 1.7 WARRANTY: Refer to Conditions of the Contract Manufacturer's Warranty: Closers: Ten years Exit Devices: Five Years Mortise Locks: Lifetime Locksets & Cylinders: Ten years All other Hardware: Two years. 1.8. OWNER'S INSTRUCTION: A. Instruct Owner's personnel in operation and maintenance of hardware units. 1.9 MAINTENANCE: A. Extra Service Materials: Deliver to Owner extra materials from same production run as products installed. Package products with protective covering and identify with descriptive labels. Comply with Division 1 Closeout Submittals Section. Special Tools: Provide special wrenches and tools applicable to each different or special hardware component. Maintenance Tools: Provide maintenance tools and accessories supplied by hardware component manufacturer. Delivery, Storage and Protection: Comply with Owner's requirements . for delivery, storage and protection of extra service materials. B. Maintenance Service: Submit for Owner's consideration maintenance service agreement for electronic products installed. PART 2- PRODUCTS 2.1 MANUFACTURERS: A. The following manufacturers are approved subject to compliance with requirements of the Contract Documents. Approval of manufacturers other than those listed shall be in accordance with Division 1. 1. See Door Hardware Schedule DOOR HARDWARE 087100-4 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF FAJ Hinges: Shall be Five Knuckle Ball bearing hinges 1. Template screw hole locations 2. Bearings are to be fully hardened. 3. Bearing shell is to be consistent shape with barrel. 4. Minimum of 2 permanently lubricated non-detachable bearings on standard weight hinge and 4 permanently lubricated bearing on heavy weight hinges. 5. . Equip with easily seated, non-rising pins. 6. Non Removable Pin screws shall be slotted stainless steel screws. 7. Hinges shall be full polished, front, back and barrel. 8. Hinge pin is to be fully plated. 9. Bearing assembly is to be installed after plating. 10. Sufficient size to allow 180-degree swing of door 11. Furnish five knuckles with flush ball bearings 12. Provide hinge type as listed in schedule. 13. Furnish 3 hinges per leaf to 7 foot 6 inch height. Add one for each additional 30 inches in height or fraction thereof. 14. Tested and approved by BHMA for all applicable ANSI Standards for type, size, function and finish 15. UL1OC listed for Fire rated doors. 10 Cylindrical Type Locks and Latchsets: Tested and approved by BHMA for ANSI A156.2, Series 4000, Operational Grade 1, Extra-Heavy Duty, and be UL1OC listed. Provide 9001-Quality Management and 1400 1-Environmental Management. Fit modified ANSI Al 15.2 door preparation. Locksets and cores to be of the same manufacturer to maintain complete lockset warranty Locksets to have anti-rotational studs that are thru-bolted Keyed lever shall not have exposed "keeper" hole Each lever to have independent spring mechanism controlling it 2-3/4 inch (70 mm) backset 9/16 inch (14 mm) throw latchbolt Provide sufficient curved strike lip to protect door trim Outside lever sleeve to be seamless, of one-piece construction made of a hardened steel alloy Keyed lever to be removable only after core is removed, by authorized control key Provide locksets with 7-pin removable and interchangeable core cylinders 14.. Hub, side plate, shrouded rose, locking pin to be a one-piece casting with a shrouded locking lug. 15. Locksets outside locked lever must withstand minimum 1400 inch pounds of torque. In excess of that, a replaceable part will shear. Key from outside and inside lever will still operate lockset. 16. Core face must. be the same finish as the lockset. 17. Functions and design as indicated in the hardware groups. C. Cylindrical Deadbolt: DOOR HARDWARE 087100-5 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Tested and approved by ANSI A156.36, Operational Grade 1, Fit modified ANSI Al 15.3 door preparation Provide 9001-Quality Management and 14001-Environmental Management. Locksets and cores to be of the same manufacturer to maintain complete lockset warranty 2-3/4 inch (70mm) backset, or 2 3/8 inch backset as needed 1 inch throw deadbolt Provide locksets with 7-pin core. D. Cylinders: 1. Provide the necessary cylinder housings, collars, rings & springs as recommended by the manufacturer for proper installation. 2.. Provide the proper cylinder cams or tail piece as required to operate all locksets and other keyed hardware items listed in the hardware sets. 3. Coordinate and provide as required for related sections. E. Door Closers shall: Tested and approved by BHIvIA for ANSI 156.4, Grade 1 UL1OC certified Provide 9001-Quality Management and 14001-Environmental Management. Closer shall have extra-duty arms and knuckles Conform to ANSI 117.1 Maximum 2 7/16 inch case projection with non-ferrous cover Separate adjusting valves for closing and latching speed, and backcheck Provide adapter plates, shim spacers and blade stop spacers as required by frame and door conditions 9; Full rack and pinion type closer with 11/2 ' minimum bore Mount closers on non-public side of door, unless otherwise noted in specification Closers shall be non-handed, non-sized and multi-sized. F. Door Stops: Provide a dome floor or wall stop for every opening as listed in the hardware sets. Wall stop and floor stop shall be wrought bronze, brass or stainless steel. Provide fastener suitable for wall construction. Coordinate reinforcement of walls where wall stop is specified. Provide dome stops where wall stops are not practical. Provide spacers or carpet riser for floor conditions encountered G. Over Head Stops: Provide a Surface mounted or concealed overhead when a floor or wall stop cannot be used or when listed in the hardware set. Concealed overhead stops shall be heavy duty bronze or stainless steel. Surface overhead stops shall be heavy duty bronze or stainless steel. H. Kickplates: Provide with four beveled edges ANSI J102, 10 inches high by width less 2 inches on single doors and 1 inch on pairs of doors. Furnish oval-head countersunk screws to match finish. DOOR HARDWARE 087100-6 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF I. Seals: All seals shall be finished to match adjacent frame color. Seals shall be furnished as listed in schedule. Material shall be UL listed for labeled openings. Weatherstripping: Provide at head and jambs only those units where resilient or flexible seal strip is easily replaceable. Where bar-type weatherstrip is used with parallel arm mounted closers install weatherstrip first. Weatherstrip shall be resilient seal Of (Neoprene, Polyurethane, Vinyl, Pile, Nylon Brush, Silicone) UL10C Positive Pressure rated seal set when required. Door Bottoms/Sweeps: Surface mounted or concealed door bottom where listed in the hardware sets. 1 . Door seal shall be resilient seal of (Neoprene, Polyurethane, Nylon Brush, Silicone) 2. UL1OC Positive Pressure rated seal set when required. Thresholds: Thresholds shall be aluminum beveled type with maximum height of 'A" for conformance with ADA requirements. Furnish as specified and per details. Provide fasteners and screws suitable for floor conditions. 2.3 FINISH: Designations used in Schedule of Finish Hardware - Section 3.5, and elsewhere to indicate hardware finishes are those listed in ANSI/BHIvIA A156.18 including coordination with traditional U.S. finishes shown by certain manufacturers for their products Powder coat door closers to match other hardware, unless otherwise noted. Aluminum items shall be finished to match predominant adjacent material. Seals to coordinate with frame color. 2.4 KEYS AND KEYING: A. Key System: Schiage keyway, interchangeable core (Verify). For estimate use factory GMK charge. Initiate and conduct meeting(s) with Owner and Supplier representatives to determine system requirements and keybow styles. Furnish Owner's written approval of the system; do not order keys or cylinders without written confirmation of actual requirements from the Owner. Owner will receive permanent cores. Owner/Contractor will install permanent cores. B. Keys 1. New factory registered master key system. Construction keying: furnish temporary keyed-alike cores. Remove at substantial completion and install permanent cores in Owner's presence. Demonstrate that construction key no longer operates. Furnish 10 construction keys. Furnish 2 construction control keys. C. Key Cylinders: furnish 6-pin solid brass construction. DOOR HARDWARE 087100-7 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF D. Cylinder cores: furnish keyed at factory of lock manufacturer where permanent records are maintained. Locks and cylinders same manufacturer. E. Permanent keys: use secured shipment direct from point of origination to Owner. For estimate: 3 keys per change combination, 5 master keys per group, 5 grand- master keys, 3 control keys. For estimate: VKC stamping plus "DO NOT DUPLICATE". F. Bitting List: use secured shipment direct from point of origination to Owner upon completion. 1 each Grand Masterkeys 4 each Masterkeys 2 each Change keys each keyed core 2 each Construction masterkeys 1 each Control keys PART 3- EXECUTION 3.1 EXAMINATION A. Verification of conditions: Examine doors, frames, related items and conditions under which Work is to be performed and identify conditions detrimental to proper and or timely completion. Do not proceed until unsatisfactory conditions have been corrected. 3.2 HARDWARE LOCATIONS: A. Mount hardware units at heights indicated in the following publications except as specifically indicated or required to comply with the governing regulations. Recommended Locations for Builder's Hardware for Standard Steel Doors and Frames, by .the Door and Hardware Institute (DIII). 2. Recommended locations for Architectural Hardware for flush wood doors (DHI). 3. WDMA Industry Standard I.S.-IA-04, Industry Standard for Architectural wood flush doors. 3.3 INSTALLATION: Install each hardware item per manufacturer's instructions and recommendations. Do not install surface mounted items until finishes have been completed on the substrate. Set units level, plumb and true to line and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation. Conform to local governing agency security ordinance. Install Conforming to ICC/ANSI Al 17.1 Accessible and Usable Building and Facilities. DOORHARDWARE 087100-8 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1. Adjust door closer sweep periods so that from the open position of 70 degrees, the door will take at least 3 seconds to move to a point 3 inches from the latch, measured to the landing side of the door. D. Installed hardware using the manufacturers fasteners provided. Drill and tap all screw holes located in metallic materials. Do not use "Riv-Nuts" or similar products. 3.4 FIELD QUALITY CONTROL AND FINAL ADJUSTMENT A. Contractor/Installers, Field Services: After installation is complete, contractor shall inspect the completed door openings on site to verify installation of hardware is complete and properly. adjusted, in accordance with both the Contract Documents and final shop, drawings. 1. Check and adjust closers to ensure proper operation. 2. Check latchset, lockset, and exit devices are properly installed and adjusted to ensure proper operation. Verify levers are free from binding. Ensure latchbolts and dead bolts are engaged into strike and hardware is functioning. 3. Report findings, in writing, to architect indicating that all hardware is installed and functioning properly. Include recommendations outlining corrective actions for improperly functioning hardware if required. 3.5 SCHEDULE OF FINISH HARDWARE: Manufacturer List Code Name BY By Others NA National Guard TR Trimco SC Schlage Finish List Code Description AL Aluminum 600 . Primed for Painting 626 Satin Chromium Plated 628 Satin Aluminum, Clear Anodized 630 , Satin Stainless Steel 689 Aluminum Painted US28 Aluminum - Clear Anodized 626AM Satin Chrome - Antimicrobial Coating 630AM Satin Stainless - Antimicrobial Coating DOOR HARDWARE . 087100-9 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF BLACK Black US26D Chromium Plated, Dull US32D Stainless Steel, Dull Option List Code Description C Quick Connect Wiring Option CD Cylinder Dogging DE Delayed Egress TS Touchbar Monitoring Switch ALK Alarm B4E Beveled 4 Edges CSK Countersunk Screw Holes ELR Electric Latch Retraction MCS Mullion Cap Spacer SCH School Option Hardware Sets SET #1 HM Door: 3 Hinges Schlage Hinges US32D SC 1 Door Closer DC90-AL 689 SC 1 Kick Plate K005010" x 2" LDW B4E CSK 630 TR 1 Wall Bumper 1270CVSV 626 TR 1 Gasketing 5050B Head & Jambs NA 1 Storeroom Lockset ND80PD RHO w/C Keyway 626AM SC 1 Door Louver BY END OF SECTION 087100 DOOR HARDWARE 087100-10 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 099123 - INTERIOR PAINTING PART 1- GENERAL 1.1 SUMMARY A. Section includes surface preparation and the application of paint systems on the following interior substrates: Concrete. Concrete masonry units (CMUs). Steel and iron. Galvanized metal. Gypsum board. Plaster. Acoustic panels and tiles. B. Related Requirements: Section 055000 "Metal Fabrications" for shop priming metal fabrications. Section 099300 "Staining and Transparent Finishing" for surface preparation and the application of wood stains and transparent finishes on interior wood substrates. 1.2 DEFINITIONS MPI Gloss Level 1: Not more than five units at 60 degrees and 10 units at 85 degrees, according to ASTM D 523, a matte flat finish. MPI Gloss Level 3: 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees, according to ASTM D 523, an eggshell finish. MPI Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees, according to ASTM D 523, a satin-like finish. MPI Gloss Level 5: 35 to 70 unitsat 60 degrees, according to ASTM D 523, a semi-gloss finish. MPI Gloss Level 6: 70 to 85 units at 60 degrees, according to ASTM D 523, a gloss finish. 1.3 ACTION SUBMITTALS Product Data: For each type of product. Include preparation requirements and application instructions. 1. Indicate VOC content. Sustainable Design Submittals: INTERIOR PAINTING 099123-1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Product Data: For paints and coatings, indicating VOC content. Laboratory Test Reports: For paints and coatings, indicating compliance with requirements for low-emitting materials. C. Samples for Verification: For each type of paint system and in each color and gloss of topcoat. Submit Samples on rigid backing, 8 inches square. Apply coats on Samples in steps to show each coat required for system. Label each coat of each Sample. Label each Sample for location and application area. D. Product List: Cross-reference to paint system and locations of application areas. Use same designations indicated on Drawings and in schedules. Include color designations. 1.4 MAINTENANCE MATERIAL SUBMITTALS A. Furnish extra materials, from the same product run, that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Paint: 5 percent, but not less than 1 gal. of each material and color applied. 1.5 QUALITY ASSURANCE A. Paint Contractor shall have a minimum of five years documented experience in application of paints and coatings specified. Contractor shall maintain qualified painting crews during entire painting process. 1.6 DELIVERY, STORAGE, AND HANDLING A. Store materials not in use in tightly covered containers in well-ventilated areas, with ambient temperatures continuously maintained at not less than 45 deg F. Maintain containers in clean condition, free of foreign materials and residue. Remove rags and waste from storage areas daily. 1.7 FIELD CONDITIONS Apply paints only when temperature of surfaces to be painted and ambient air temperatures are between 50 and 95 deg F. Do not apply paints when relative humidity exceeds 85 percent; at temperatures less than 5 deg F above the dew point; or to damp or wet surfaces. INTERIOR PAINTING 099123-2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF PART 2- PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: Dunn-Edwards Corporation. Sherwin-Williams Company (The). Vista Paint Corporation. Or equal. B. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to products listed in the Interior Painting Schedule for the paint category indicated. 2.2 PAINT, GENERAL A. MN Standards: Products shall comply with MPI standards indicatedand shall be listed in its "IVIPI Approved Products Lists." B. Material Compatibility: Materials for use within each paint system shall be compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience. For each coat in a paint system, products shall be recommended in writing by topcoat manufacturers for use in paint system and on substrate indicated. C. VOC Content: For field applications that are inside the .weatherproofing system, paints and coatings shall comply with VOC content limits of authorities having jurisdiction and the following VOC content limits: Flat Paints and Coatings: 50 g/L. Nonflat Paints and Coatings: 50 g/L. Dry-Fog Coatings: 150 g/L. Primers, Sealers, and Undercoaters: 100 g/L. Rust-Preventive Coatings: 100 g/L. Zinc-Rich Industrial Maintenance Primers: 100 g/L. Pretreatment-Wash Primers: 420 g/L. Shellacs, Clear: 730 g/L. Shellacs, Pigmented: 550 g/L. D. Low-Emitting Materials: For field applications that are inside the weatherproofing system, 90 percent of paints and coatings shall comply with the requirements of the California Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." INTERIOR PAINTING 099123-3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF E. Colors: As selected by Architect from manufacturer's full range and as indicated in a color schedule. PART 3- EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work. B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows: Concrete: 12 percent. Fiber-Cement Board: 12 percent. Masonry (Clay and CMUs): 12 percent. Wood: 15 percent. Gypsum Board: 12 percent. Plaster: 12 percent. C. Gypsum Board Substrates: Verify that finishing compound is sanded smooth. D. Plaster Substrates: Verify that plaster is fully cured. E. Verify suitability of substrates, including surface conditions and compatibility, with existing finishes and primers. F. Proceed with coating application only after unsatisfactory conditions have been corrected. 1. Application of coating indicates acceptance of surfaces and conditions. 3.2 PREPARATION Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual" applicable to substrates and paint systems indicated. Remove hardware, covers, plates, and similar items already in place that are removable and are not to be painted. If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and painting. 1. After completing painting operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface-applied protection if any. Clean substrates of substances that could impair bond of paints, including dust, dirt, oil, grease, and incompatible paints and encapsulants. 1. Remove incompatible primers and reprime substrate with compatible primers or apply tie coat as required to produce paint systems indicated. INTERIOR PAINTING 099123-4 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Concrete Substrates: Remove release agents, curing compounds, efflorescence, and chalk. Do not paint surfaces if moisture content or alkalinity of surfaces to be painted exceeds that permitted in manufacturer's written instructions. Masonry Substrates: Remove efflorescence and chalk. Do not paint surfaces if moisture content or alkalinity of surfaces or mortar joints exceeds that permitted in manufacturer's written instructions. Steel Substrates: Remove rust, loose mill scale, and shop primer, if any. Clean using methods recommended in writing by paint manufacturer. 3.3 APPLICATION A. Apply paints according to manufacturer's written instructions and to recommendations in "MPI Manual." Use applicators and techniques suited for paint and substrate indicated. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces. Before final installation, paint surfaces behind permanently fixed equipment or furniture with prime coat only. Paint front and backsides of access panels, removable or hinged covers, and similar hinged items to match exposed surfaces. Do not paint over labels of independent testing agencies or equipment name, identification, performance rating, or nomenclature plates. Primers specified in painting schedules may be omitted on items that are factory primed or factory finished if acceptable to topcoat manufacturers. B. Tint each undercoat a lighter shade to facilitate identification of each coat if multiple coats of same material are to be applied. Tint undercoats to match color of topcoat, but provide sufficient difference in shade of undercoats to distinguish each separate coat. C. If undercoats or other conditions show through topcoat, apply additional coats until cured film has a uniform paint finish, color, and appearance. D. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks. E. Painting Fire Suppression, Plumbing, HVAC, Electrical, Communication, and Electronic Safety and Security Work: Paint the following work where exposed in occupied spaces: Equipment, including panelboards. Uninsulated metal piping. C. Uninsulated plastic piping. Pipe hangers and supports. Metal conduit. Plastic conduit. INTERIOR PAINTING 099123-5 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Duct, equipment, and pipe insulation having cotton or canvas insulation covering or other paintable jacket material. Other items as directed by Architect. 3.4 FIELD QUALITY CONTROL A. Dry Film Thickness Testing: Owner may engage the services of a qualified testing and inspecting agency to inspect and test paint for dry film thickness. Contractor shall touch up and restore painted surfaces damaged by testing. If test results show that dry film thickness of applied paint does not comply with paint manufacturer's written recommendations, Contractor shall pay for testing and apply additional .coats as needed to provide dry film thickness that complies with paint manufacturer's written recommendations. 3.5 CLEANING AND PROTECTION At end of each workday, remove rubbish, empty cans, rags, and other discarded materials from Project site. After completing paint application, clean spattered surfaces. Remove spattered paints by washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces. Protect work of other trades against damage from paint application. Correct damage to work' of other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave in an undamaged condition. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. 3.6 INTERIOR PAINTING SCHEDULE A. Concrete Substrates, Nontraffic Surfaces, 1. Latex System: Prime Coat: Primer sealer, latex, interior: S-W Loxon Concrete & Masonry Primer Sealer, A24W8300, at 8.0 mils wet, 3.2 mils dry. Intermediate Coat: Latex, interior, matching topcoat. C. Topcoat: Latex, interior, eg-shel: S-W ProMar 200 Zero VOC Latex Low Gloss Eg-shel, B41-2600 Series, at 4.0 mils wet, 1.6 mils dry, per coat. B. CMU Substrates: 1. Latex System:. a. Block Filler: Block filler, latex, interior/exterior: S-W PrepRite Block Filler, B25W25, at 100 to 200 sq. ft. per gal. INTERIOR PAINTING 099123-6 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF b. Intermediate Coat: Latex, interior, matching topcoat. C. Topcoat: Latex, interior, eg-shel: S-W ProMar 200 Zero VOC Latex Low Gloss Eg-shel, B41-2600 Series, at 4.0 mils wet, 1.6 mils dry, per coat. C. Metal Substrates (Aluminum, Steel, Galvanized Steel): Latex Light Industrial Coating System: Prime Coat: Primer, rust-inhibitive, water based: S-W Pro Industrial Pro-Cryl Universal Primer, B66-310 Series, at 5.0 to 10 mils wet, 2.0 to 4.0 mils dry. Intermediate Coat: Water-based acrylic, interiàr, matching topcoat. C. Topcoat: Water-based acrylic, semi-gloss: S-W Pro Industrial Acrylic Semi-Gloss Coating, B66-650 Series, at 2.5 to 4.0 mils dry, per coat.. D. Gypsum Board, Plaster, and Wood Substrates: Latex System: Prime Coat: Primer, latex, interior: S-W ProMar 200 Zero VOC Latex Primer, B28W2600, at 4.0 mils wet, 1.5 mils dry. Intermediate Coat: Latex, interior, matching topcoat. C. Topcoat: Latex, interior, eg-shel: S-W ProMar 200 Zero VOC Latex Low Gloss Eg-shel, B41-2600 Series, at 4.0 mils wet, 1.6 mils dry, per coat. END OF SECTION 099123 INTERIOR PAINTING 099123-7 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 233723 GRAVITY VENTILATOR 1. GENERAL 1.1 SUMMARY Section Includes: HVAC Gravity Ventilators Related Sections: 1. 07 62 00 Sheet Metal Flashing and Trim 1.2 SUBMITTALS Provide dimensional drawings and product data on each ventilator Provide manufacturer's certification that exhaust ventilators are licensed to bear Air Movement and Control Association (AMCA), Certified Rating Seal for sound and air performance Installation, Operation, and Maintenance Manual (IOM): Provide manufacturer's installation, operations, and maintenance manual, including instructions on installation, operations, maintenance, pulley adjustment, receiving, handling, storage, safety information and cleaning. A troubleshooting guide, parts list, warranty and electrical wiring diagrams 1.3 DELIVERY, STORAGE, AND HANDLING Delivery: Deliver materials to site in manufacturer's original, unopened containers and packaging, with labels clearly indicating manufacturer, material, products included, and location of installation Storage: Store materials in a dry area indoor, protected from damage, and in accordance with manufacturer's instructions. For long term storage follow manufacturer's Installation,. Operations, and Maintenance Manual Handling: Handle and lift ventilators in accordance with the manufacturer's instructions. Protect materials and finishes during handling and installation to prevent damage. Follow all safety warnings posted by the manufacturer 1.4 WARRANTY A. Manufacturer's Warranty: Submit, for Owner's acceptance, manufacturer's standard warranty document executed by authorized company official. Manufacturer's warranty is in addition to, and not a limitation of, other rights Owner may have under Contract Documents 1. The warranty of this equipment is to be free from defects in material and workmanship for a period of one year from the purchase date. Any units or parts which prove defective during the warranty period will be replaced at the Manufacturers option when returned to Manufacturer, transportation prepaid 1.5 MAINTENANCE A. Refer to Manufacturer's Installation, Operation and Maintenance Manual (IOM), to find maintenance procedures 2. PRODUCTS 2.1 MANUFACTURER A. Manufacturer: Greenheck or Equal 2.2 HOOD RELIEF GRAVITY VENTILATOR - A. Basis-of-Design: Greenheck Model FGR GRAVITY VENTILATOR 233723-1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF B. General Description: Ventilator is low silhouette for relief applications with natural gravity or negative pressure system Selection based on non-ducted applications Relief units with throat widths through 48 inches are ship assembled when throat lengths do not exceed 96 inches Each ventilator shall bear a permanently affixed manufacture's nameplate containing the model number and individual serial number C. Hood and Base: Material Type: Galvanized Hood Constructed of precision formed, arched panels with interlocking seams Vertical end panels are fully locked into hood end panels Base height is standard of 5 inches Curb cap is six inches larger then throat size Curb cap has pre-punched mounting holes for installation D. Birdscreen: Constructed of /2 inch Galvanized mesh Mounted horizontally across the intake area of the hood E. Hood Support: 1. Constructed of galvanized steel and fastened so the hood can either be removed completely from the base or hinged open F. Options/Accessories: 1. Roof Curbs: Type: GPI GPIP Mounted onto roof with ventilator Material: Aluminum Coating Type: Two-Coat Fluoropolymer, 2. Extended Base: Seven inch extension to base height making overall base twelve inches tall. Raises the hood further above the roof deck to prevent snow or moisture intake 3. Curb Seal: a. Rubber seal between ventilator and the roof curb 4. Dampers: Type: Gravity Balanced for minimal resistance to flow Galvanized frames with prepunched mounting holes 5. Finishes: a. Type: Baked Enamel 6. Insect Screen: Constructed of fine mesh aluminum Fitted to the top of the throat and prevents entry of insects 7. Tie-Down Points: a. Four. aluminum brackets located on hood supports, secures ventilator in heavy wind applications 3. EXECUTION 3.1 MANUFACTURER'S INSTRUCTIONS A. Compliance: Comply with manufacturer's product data, including technical bulletins, product catalog installation instructions 3.2 EXAMINATION GRAVITY VENTILATOR 233723-2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF A. Examine areas to receive ventilators. Notify the Engineer of conditions that would adversely affect installation or subsequent utilization and maintenance of ventilators. Do not proceed with installation until unsatisfactory conditions are corrected 3.3 PREPARATION Ensure roof openings are square, accurately aligned, correctly located, and in tolerance Ensure duct is plumb, sized correctly, and to proper elevation above roof deck. 3.4 INSTALLATION Install ventilator system as indicated on the Installation, Operation and Maintenance Manual (IOM) and contract drawings Install ventilators in accordance with manufacturer's instructions 3.5 ADJUSTING A. Adjust ventilator to function properly 3.6 CLEANING A. Clean as recommended by manufacturer. Do not use material or methods which may damage finish surface or surrounding construction 3.7 PROTECTION Protect installed product and finished surfaces from damage during construction Protect installed ventilator to ensure that, except for normal weathering, ventilators will be without damage or deterioration at time of substantial completion END OF SECTION 23 37 23 GRAVITY VENTILATOR 233723-3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 260500 - COMMON WORK RESULTS FOR ELECTRICAL PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Divisions 1 Specification Sections, apply to this Section. A. Section Includes: ( Electrical equipment coordination and installation. Common electrical installation requirements. 1.3 CODES, STANDARDS AND REFERENCES American Society for Testing and Materials (ASTM) - ASTM C1107: Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Non-shrink). American Society for Testing and Materials (ASTM) - ASTM A53/A53M: Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless. ANSI/NFPA 70—National Electrical Code (NEC), with California amendments (CEC). 1.4 DEFINITIONS EPDM: Ethylene-propylene-diene terpolymer rubber. NBR: Acrylonitrile-butadiene rubber. 1.5 COORDINATION A. Coordinate arrangement, mounting, and support of electrical equipment: To allow maximum possible headroom unless specific mounting heights that reduce headroom are indicated. To provide for ease of disconnecting the equipment with minimum interference to other installations. To allow right of way for piping and conduit installed at required slope. B. Coordinate installation of required supporting devices and set sleeves in cast-in-place concrete, masonry walls, and other structural components as they are constructed. COMMON WORK RESULTS FOR ELECTRICAL 260500-1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF PART 2- EXECUTION 2.1 COMMON REQUIREMENTS FOR ELECTRICAL INSTALLATION Comply with NECA 1. Measure indicated mounting heights to bottom of unit for suspended items and to center of unit for wall-mounting items. Headroom Maintenance: If mounting heights or other location criteiia are not indicated, arrange and install components and equipment to provide maximum possible headroom consistent with these requirements. Equipment: Install to facilitate service, maintenance, and repair or replacement of components of both electrical equipment and other nearby installations. Connect in such a way as to facilitate future disconnecting with minimum interference with other items in the vicinity. Right of Way: Give to piping systems installed at a required slope. END OF SECTION 260500 COMMON WORK RESULTS FOR ELECTRICAL 260500-2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 2605 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1, 3, 7, Specification Sections, apply to this Section. B. Related Sections include the following: Section 260500, "Common Work Results for Electrical". Section 260553, "Identification for Electrical Systems". Section 262726, "Wiring Devices". 1.2 SUMMARY A. This Section includes the following: Building wires and cables rated 600 V and less. Connectors, splices, and terminations rated 600 V and less. 1.3 CODES, STANDARDS, AND REFERENCES A. ANSI/NFPA 70: National Electrical Code, with California Amendments (CEC). " B. Underwriters Laboratories - UL 83 - Thermoplastic Insulated Wires. C. Underwriters Laboratories - UL 467 - Grounding and Bonding Equipment. 1.4 SUBMITTALS A. Product Data: Provide data for building wire and each cable assembly type. Select each length to complete set of manufacturer's markings. Attach tag indicating cable size and application information. Provide record documents showing actual locations of components and circuits. 1.5 QUALITY ASSURANCE A. Testing Agency Qualifications: An independent agency, with the experience and capability to conduct the testing indicated, that is a member company of the International Electrical Testing Association or is a nationally recognized testing laboratory (NRTL) as defined by OSHA in 29 CFR 1910.7, and that is acceptable to authorities having jurisdiction. 1. Testing Agency's Field Supervisor: Person currently certified by the International Electrical Testing Association or the National Institute for LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 260519-1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Certification in Engineering Technologies to supervise on-site testing specified in Part 3. Electrical Components, Devices, and Accessories: Listed and labeled as defined in CEC, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. Manufacturers: Shall be specialized in manufacturing products specified in this section with minimum ten years (documented) experience. Comply with CEC. Comply with CCR Title 24, Part 6, California Energy Code. 1.6 DELIVERY, STORAGE, AND HANDLING Product Requirements: Products storage and handling requirements. Deliver wires and cables according to NEMA WC 26. 1.7 COORDINATION Division 1, Section 013100, "Project Management and Coordination": As required for coordination. Where wire and cable destination is indicated and routing is not shown, determine routing and lengths required. Coordinate layout and installation of wiring and cables with other installations. PART 2- PRODUCTS 2.1 CONDUCTORS AND CABLES A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work, include, but are not limited to, the following: Alcan Products Corporation; Alcan Cable Division. American Insulated Wire Corp.; a Leviton Company. General Cable Corporation. Senator Wire & Cable Company. Southwire Company. B. Conductors: Copper. Comply with NEMA WC 70. LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 260519-2 - CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF C. Conductor Insulation: Types THHN-THWN, XHHW2. Comply with NEMA WC 70. 2.2 CONNECTORS AND SPLICES A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: AFC Cable Systems, Inc. Hubbell Power Systems, Inc. O-Z/Gedney; EGS Electrical Group LLC. 3M; Electrical Products Division. Tyco Electronics Corp. B. Description: Factory-fabricated connectors and splices of size, ampacity rating, material, type, and class for application and service indicated. PART 3- EXECUTION 3.1 CONDUCTOR MATERIAL APPLICATIONS A. Copper: solid for No. 10 AWG and smaller, stranded for No. 8 AWG and larger. 3.2 CONDUCTOR INSULATION AND MULTICONDUCTOR CABLE APPLICATIONS AND WIRING METHODS A. Exposed Feeders: Type THHN-THWN single conductors in raceway. B. Feeders Concealed in Ceilings, Walls, Partitions, and Crawlspaces: Type THHN-THWN, single conductors in raceway. 3.3 INSTALLATION OF CONDUCTORS AND CABLE Conceal raceways in finished walls, ceilings, and floors, unless otherwise indicated. Use manufacturer-approved puffing compound or lubricant where necessary. Compound used must not deteriorate conductor insulation. Do not exceed manufacturer's recommended maximum pulling tensions and sidewall pressure values. Use pulling means; including fish tape, cable, rope, and basket-weave wire/cable grips that will not damage cables or raceway. Install exposed cables parallel and perpendicular to surfaces of exposed structural members, and follow surface contours where possible. LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND' CABLES 260519-3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Support raceways according to Section 260529, "Hangers and Supports for Electrical Systems". Identify and color-code conductors and cables according to Section 260553, "Identification for Electrical Systems". 3.4 CONNECTIONS . Tighten electrical connectors and terminals according to manufacturer's published torque- tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A. Make splices and taps that are compatible with conductor material and that possess equivalent or better mechanical strength and insulation ratings than un-spliced conductors. Wiring at Outlets: Install conductor at each outlet, with at least 12 inches of slack. 3.5 FIRESTOPP1NG A. Apply fire-stopping to electrical penetrations of fire-rated floor and wall assemblies to restore original fire-resistance rating of assembly according to Division 07, Section 078413, "Penetration Fire-stopping". 3.6 . FIELD QUALITY CONTROLI Testing Agency: Engage a qualified testing agency to perform tests and inspections and prepare test reports. Perform tests and inspections and prepare test reports. Tests and Inspections: After installing conductors and cables and before electrical circuitry has been energized, test service entrance and feeder conductors, and conductors feeding critical equipment and services, as indicated on drawings, for compliance with requirements. Perform each visual and mechanical inspection and electrical test stated in NETA Acceptance Testing Specification. Certify compliance with test parameters. Infrared Scanning: After Substantial Completion, but not more than 60 days after Final Acceptance, perform an infrared scan of each splice in cables and conductors No. 3 AWG and larger. Remove box and equipment covers so splices are accessible to portable scanner. Instrument: Use an infrared scanning device designed to measure temperature or to detect significant deviations from normal values. Provide calibration record for device. Record of Infrared Scanning: Prepare a certified report that identifies splices checked and that describes scanning results. Include notation of LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 260519-4. CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF deficiencies detected, remedial action taken and observations after remedial action. Furnish original and four copies of the complete report to the Architect in accordance with requirements of Contract Documents D. Test Reports: Prepare a written report to record the following: Test procedures used. Test results that comply with requirements. Test results that do not comply with requirements and corrective action taken to achieve compliance with requirements. Furnish original and four copies of the complete report to the Architect in accordance with requirements of Contract Documents E. Remove and replace malfunctioning cables and retest as specified above. END OF SECTION 260519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 260519-5. CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS PART 1- GENERAL 1.1 RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. Related Sections include the following: 1. Section 260553, "Identification for Electrical Systems". 1.2 SUMMARY A. This Section includes methods and materials for grounding systems and equipment. 1.3 CODES, STANDARDS'AND REFERENCES ANSI/NFPA 70: National Electrical Code, with California Amendments (CEC). Underwriters Laboratories - UL 83 - Thermoplastic Insulated Wires. Underwriters Laboratories - UL 467 - Grounding and Bonding Equipment. 1.4 REGULATORY REQUIREMENTS A. The Contractor shall conform to requirements of the California Electrical Code. 1.5 WARRANTY A. Warranty shall comply with the provisions of Divisions 1 of these specifications. 1.6 QUALITY ASSURANCE Electrical Components, Devices, and Accessories: Listed and labeled as defined in CEC, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. Comply with UL 467 for grounding and bonding materials and equipment. PART 2- PRODUCTS 2.1 CONDUCTORS A. Insulated Conductors: Copper or tinned-copper wire or cable insulated for 600 V, unless otherwise required by applicable Code or authorities having jurisdiction. GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 260526-1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 2.2 CONNECTORS A. Listed and labeled by a nationally recognized testing laboratory acceptable to authorities having jurisdiction for applications in which used, and for specific types, sizes, and combinations of conductois and other items connected. PART 3- EXECUTION 11 APPLICATIONS A. Conductors: Install green insulated, solid conductors for No. 8 AWG and smaller and stranded conductors for No. 6 AWG and larger, unless otherwise indicated. B; Conductor Terminations and Connections: Pipe and Equipment Grounding Conductor Terminations: Bolted connectors. Connections to Structural Steel: Welded connectors. 3.2 EQUIPMENT GROUNDING A. Install insulated equipment grounding conductors with all feeders and branch circuits. 3.3 INSTALLATION A. Make mechanical and electrical contact at-all panelboards, outlet boxes, junction boxes, and wherever the conduit run is connected. Permanently and effectively ground all conduits and other equipment as required by all applicable codes, regulations, and standards. END OF SECTION 260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 260526-2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS PART 1- GENERAL 1.1 RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. Related Sections include the following: Section 260533, "Raceway and Boxes for Electrical Systems". Section 260548, "Vibration and Seismic Controls for Electrical Systems". Section 265100, "Interior Lighting". 1.2 SUMMARY A. This Section includes the following: 1. Hangers and supports for electrical equipment and systems. 1.3 CODES, REFERENCES, AND STANDARDS ANSIINFPA 70: National Electrical Code, with California Amendments (CEC). Metal Framing Manufacturers Association: Standard MFMA-4: Metal Framing Standards Publication. National Electrical Contractors Association (NECA) - NECA 1: Good Workmanship in Electrical Construction. National Electrical Contractors Association (NECA) - NECA 101: Standard for Installing Steel Conduits (Rigid, IMC, EMT). 1.4 DEFiNITIONS EMT: Electrical metallic tubing. RMC: Rigid metal conduit. 1.5 PERFORMANCE REQUIREMENTS A. Delegated Design: Design supports for multiple raceways, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated. HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 260529-1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Design supports for multiple racewa'y's capable of supporting combined weight of supported systems and its contents. Design equipment supports capable of supporting combined operating weight of supported equipment and connected systems and components. Rated Strength: Adequate in tension, shear, and pullout force to resist maximum loads calculated or imposed for this Project, with a minimum structural safety factor of five times the applied force. PART 1- PRODUCTS 1.1 SUPPORT, ANCHORAGE, AND ATTACHMENT COMPONENTS A. Steel Slotted Support Systems: Comply with MFMA-4, factory-fabricated components for field assembly. 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: Allied Tube & Conduit. Cooper B-Line, Inc.; a division of Cooper Industries. C. ERICO International Corporation. GS Metals Corp. Thomas & Betts Corporation. Unistrut; Tyco International, Ltd. 2. Metallic Coatings: Hot-dip galvanized after fabrication and applied according to MFMA-4. 3. Painted Coatings: Manufacturer's standard painted coating applied according to MFMA-4. 4. Channel Dimensions: Selected for applicable load criteria. B. Raceway and Cable Supports: As described in NECA 1 and NECA 101. C. Conduit and Cable Support Devices: Steel hangers, clamps, and associated fittings, designed for types and sizes of raceway or cable to be supported. D. Mounting, Anchoring, and Attachment Components: Items for fastening electrical items or their supports to building surfaces include the following: Powder-Actuated Fasteners: Threaded-steel stud, for use in hardened, Portland cement concrete, steel, or wood, with tension, shear, and pullout capacities appropriate for supported loads and building materials where used. a. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 260529-2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Hilti Inc. ITW Ramset/Red Head; a division of Illinois Tool Works, Inc. MKT Fastening, LLC. Simpson Strong-Tie Co., Inc.; Masterset Fastening Systems Unit. Clamps for Attachment to Steel Structural Elements: MSS SP-58, type suitable for attached structural element. Through Bolts: Structural type, hex head, and high strength. Comply with ASTM A 325. Toggle Bolts: All-steel springhead type. Hanger Rods: Threaded steel. 1.2 FABRICATED METAL EQUIPMENT SUPPORT ASSEMBLIES Description: Welded or bolted, structural steel shapes, shop or field fabricated to fit dimensions of supported equipment. Materials: Comply with requirements in Division 05, Section 055000, "Metal Fabrications" for steel shapes and plates. PART 2- EXECUTION 2.1 APPLICATION Comply with NECA 1 and NECA 101 for application of hangers and supports for electrical equipment and systems except if requirements in this Section are stricter. Maximum Support Spacing and Minimum Hanger Rod Size for Raceway: Space supports for EMT, IMC, and RMC as required by CEC. Minimum rod size shall be 1/4 inch in diameter. Multiple Raceways or Cables: Install trapeze-type supports fabricated with steel slotted support system, sized so capacity can be increased by at least 25 percent in future without exceeding specified design load limits. 1. Secure raceways and cables to these supports with two-bolt conduit clamps. 2.2 SUPPORT INSTALLATION Comply with NECA 1 and NECA 101 for installation requirements except as specified in this Article. Raceway Support Methods: In addition to methods described, in NECA 1, EMT, IMC, and RMC may be supported by openings through structure members, as permitted in CEC. HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 260529-3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF C. Strength of Support Assemblies: Where not indicated, select sizes of components so strength will be adequate to carry present and future static loads within specified- loading limits. Minimum static design load used for strength determination shall be weight of supported components plus 200 lb. D. Mounting and Anchorage of Surface-Mounted Equipment and Components: Anchor and fasten electrical items and their supports to building structural elements by the following methods unless otherwise indicated by code: To Masonry: Approved toggle-type bolts on hollow masonry units and expansion anchor fasteners on solid masonry units. To Existing Concrete: Expansion anchor fasteners. Instead of expansion anchors, powder-actuated driven threaded studs provided with lock washers and nuts may be used in existing standard-weight concrete 4 inches thick or greater. Do not use for anchorage to lightweight-aggregate concrete or for slabs less than 4 inches thick. E. Drill holes for expansion anchors in concrete at locations and to depths that avoid reinforcing bars. 2.3 INSTALLATION OF FABRICATED METAL SUPPORTS A. Cut, fit, and place miscellaneous metal supports accurately in location, alignment, and elevation to support and anchor electrical materials and equipment. 2.4 PAINTING A. Touchup: Clean field welds and abraded areas of shop paint. Paint exposed areas immediately after erecting hangers and supports. Use same materials as used for shop painting. Comply with SSPC-PA 1 requirements for touching up field-painted surfaces. 1. Apply paint by brush or spray to provide minimumdry film thickness of 2.0 mils. END OF SECTION 260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 260529-4 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 260533 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS PART 1- GENERAL 1.1 RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. Related Sections include the following: Section 260519, "Low Voltage Electrical Power Conductors and Cables". Section 260526, "Grounding and Bonding for Electrical Systems". Section 260529, "Hangers and Supports for Electrical Systems". Section 260553, "Identification for Electrical Systems". 1.2 SUMMARY A. This Section includes raceways, fittings, boxes, enclosures, and cabinets for electrical wiring. 1.3 CODES, REFERENCES AND STANDARDS American National Standards Institute (ANSI) - ANSI C80.1: Electrical Conduit (ERSC). American National Standards Institute (ANSI) - C80.3: Specification for Electrical Metallic Tubing, Zinc Coated (EMT). American National Standards Institute (ANSI) - OS1: Sheet-Steel Outlet Boxes, Device Boxes, Covers, and Box Supports. ANSIINFPA 70: National Electrical Code, with California Amendments (CEC). 1.4 DEFINITIONS EMT: Electrical metallic tubing. FMC: Flexible metal conduit. RMC: Rigid metallic conduit. 1.5 SUBMITTALS Product Data: For raceways and boxes Shop Drawings: For the following raceway components. Include plans, elevations, sections, details, and attachments to other work. RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 260533-1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF C. Coordination Drawings: Conduit routing plans, drawn to scale, on which the following items are shown and coordinated with each other, based on input from installers of the items involved: Structural members in the paths of conduit groups with common supports. HVAC and plumbing items and architectural features in the paths of conduit groups with common supports. 1.6 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in CEC, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. Comply with CEC. PART 2- PRODUCTS 2.1 METAL CONDUIT AND TUBING A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: AFC Cable Systems, Inc. Alfiex Inc. Allied Tube & Conduit; a Tyco International Ltd. Co. Anamet Electrical, Inc.; Anaconda Metal Hose. Manhattan/CDT/Cole-Flex. O-Z Gedney; a unit of General Signal. B. Rigid Steel Conduit: ANSI C80.1. 1. Standard weight rigid galvanized steel (RGS) conduit shall be hot dipped galvanized or sheradized. All fittings shall be of the screw thread type. Couplings, locknuts, bushings, etc., shall be hot dipped galvanized or sheradized. C. EMT: ANSI C80.3. Electric Metallic Tubing (EMT) shall be galvanized or sheradized. Couplings and connectors shall be galvanized or sheradized. D. LFMC: Flexible steel conduit with PVC jacket. E. Fittings for Conduit (Including all Types and Flexible and Liquid-tight), EMT, and Cable: NEMA FB 1; listed for type and size raceway with which used, and for application and environment in which installed. Indent or drive-on fittings shall not be permitted. 1. Fittings for EMT: Steel, compression type. RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 260533-2 CARLSBADFIRE STATION #5 STORAGE BUILDING ROOF 2.2 CONDUIT SIZES A. The minimum conduit size shall be 3/4 inch for lighting and power branch circuit wiring. The minimum "Homerun" conduit size to any panelboard, load center, switchboard, or motor control center shall be 3h inch. 2.3 BOXES, ENCLOSURES, AND CABINETS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: Cooper Crouse-Hinds; Div. of Cooper Industries, Inc. EGS/Appleton Electric. Erickson Electrical Equipment Company. Hoffman. Hubbell Incorporated; Killark Electric Manufacturing Co. Division. O-Z/Gedney; a unit of General Signal. RACO; a Hubbell Company. Robroy Industries, Inc.; Enclosure Division. Scott Fetzer Co.; Adalet Division. Spring City Electrical Manufacturing Company. Thomas & Betts Corporation. Walker Systems, Inc.; Wiremold Company (The). Woodhead, Daniel Company; Woodhead Industries, Inc. Subsidiary. B. Sheet Metal Outlet and Device Boxes: NEMA OS 1. C. Cast-Metal Outlet and Device Boxes: NEMA FB 1, ferrous alloy Type FD, with gasketed cover. D. Cast-Metal Access, Pull, and Junction Boxes: NEMA FB 1, galvanized, cast iron with gasketed cover. E. Hinged-Cover Enclosures: NEMA 250, Type 1, with continuous-hinge cover with flush latch, unless otherwise indicated. 1. Metal Enclosures: Steel, finished inside and out with manufacturer's standard enamel. PART 3- EXECUTION 3.1 RACEWAY APPLICATION A. Outdoors: Apply raceway products as specified below, unless otherwise indicated: Exposed Conduit: Rigid steel conduit. Concealed Conduit, Aboveground: EMT. Connection to Vibrating Equipment LFMC. Boxes and Enclosures, Aboveground: NEMA 250, Type 3R. RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 260533-3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF B Comply with the following indoor applications, unless otherwise indicated: 1. Exposed, above 8 feet, not subject to Severe Physical Damage: EMT. 2. Exposed below 8 ft or above 8 feet and subject to Severe Physical Damage: Rigid steel conduit. Includes raceways in the following locations: Loading docks. Corridors used for traffic of mechanized carts, forklifts, and pallet- handling units. C. Parking Garage. 3. Concealed in Ceilings and Interior Walls and Partitions: EMT. 4. Connection to Vibrating Equipment :FMC, except. use LFMC in damp or wet locations. 5. Damp or Wet Locations: Rigid steel conduit. 6. Boxes and Enclosures: NEMA 250, Type 1, except use NEMA 250, Type 3R in damp or wet locations. Minimum Raceway Size: 3/4-inch trade size. Raceway Fittings: Compatible with raceways and suitable for use and location. EMT Raceway. fittings shall be steel, compression type. EMT: Set Screw Fittings Type. Rigid and Intermediate Steel Conduit: Use threaded rigid steel conduit fittings, unless otherwise indicated. 3.2 INSTALLATION* Comply with NECA 1 for installation requirements applicable to products specified in Part 2 except where requirements on Drawings or in this Article are stricter. Complete raceway installation before starting conductor installation. Support raceways as specified in Division 26, Section 260529, "Hangers and Supports for Electrical Systems." Install no more than the equivalent of three 90-degree bends in any conduit run except for communications conduits, for which fewer bends are allowed. Threaded Conduit Joints, Exposed to Wet, Damp, Corrosive, or Out Conditions: Apply listed compound to threads of raceway and fittings before making up joints. Follow compound manufacturer's written instructions. Raceway Terminations at Locations Subject to Moisture or Vibration: Use insulating bushings to protect conductors, including conductors smaller than No.4 AWG. Install pull wires in empty raceways. Use polypropylene or monofilament plastic line with not less than 200-lb tensile strength. Leave at least 12 inches of slack at each end of pull wire. Label each end indicating destination. END OF SECTION 260533 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 260533-4 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 260533-5 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 26 05 48 VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS PART 1- GENERAL 1.1 RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1, 27, 28 Specification Sections, apply to this Section. Related Sections include the following: Section 260529, "Hangers and Supports for Electrical Systems". Section 260533, "Raceway and Boxes for Electrical Systems". Section 265100, "Interior Lighting". 1.2 SUMMARY A. This Section includes the following: Spring isolators. Channel support systems. Hanger rod stiffeners. 1.3 CODES, STANDARDS, AND REFERENCES American National Standards Institute (ANSI) - ANSI AWS D1.1ID1.1M: Structural Welding Code - Steel. ANSI/NFPA 70: National Electrical Code, with California Amendments (CEC). American Society for Testing and Materials (ASTM) - ASTM A603: Standard Specification for Zinc-Coated Steel Structural Wire.Rope. American Society for Testing and Materials (ASTM) -. ASTM E488: Standard Test Methods for Strength of Anchors in Concrete and Masonry Elements. California Code of Regulations (CCR) Title 24, Part 2: California Building Code (CBC). International Code Council - International Building Code (ifiC). Metal Framing Manufacturers Association Standard IV1FMA-3: Metal Framing. Occupational Safety and Health Administration (OSHA) - 29 CFR 1910.7: OSHA Occupational Safety and Health Standards. 1.4 DEFINITIONS A. IBC: International Building Code. VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS 260548-1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF B. ICC-ES: ICC-Evaluation Service, Inc. 1.5 PERFORMANCE REQUIREMENTS A. Seismic-Restraint Loading: 1. Site Class: As Defined in the IBC and California Building Code, Ch. 1629A.3.1. 2. Assigned Seismic Use Group or Building Category: As Defined in the IBC and Title 24: Component Importance Factor: 1.5. Component Response Modification Factor: 3.5. C. Component Amplification Factor: 1.0. Design Spectral Response Acceleration at Short Periods (0.2 Second): Per design calculations of a registered professional design engineer. Design Spectral Response Acceleration at 1.0-Second Period: Per design calculations of a registered professional design engineer. 1.6 SUBMITTALS A. Product Data: For the following: Include rated load, rated deflection, and overload capacity for each vibration isolation device. 2. Illustrate and indicate style, material, strength, fastening provision, and finish for each type and size of seismic-restraint component used: Tabulate types and sizes of seismic restraints, complete with report numbers and rated strength in tension and shear as evaluated by an agency acceptable to authorities having jurisdiction. Annotate to indicate application of each product submitted and compliance with requirements. 3. Restrained-Isolation Devices: Include ratings for horizontal, vertical, and combined loads. B. Delegated-Design Submittal: For vibration isolation and seismic-restraint details indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation: Design Calculations: Calculate static and dynamic loading due to equipment weight and operation, seismic forces required to select vibration isolators and seismic restraints: a. Coordinate design calculations with wind-load calculations required for equipment mounted outdoors. Comply with requirements in other Division 26 Sections for equipment mounted outdoors. Indicate materials and dimensions and identify hardware, including attachment and anchorage devices. Field-fabricated supports (To comply with design drawings). Seismic-Restraint Details: VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS 260548-2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Design Analysis: To support selection and arrangement of seismic restraints. Include calculations of combined tensile and shear loads. Details: Indicate fabrication and arrangement. Detail attachments of restraints to the restrained items and to the structure. Show attachment locations, methods, and spacing's. Identify components, list their strengths, and indicate directions and values of forces transmitted to the structure during seismic events. Indicate association with vibration isolation devices. C. Pre-approval and Evaluation Documentation: By an agency acceptable to authorities having jurisdiction, showing maximum ratings of restraint items and the basis for approval (tests or calculations). Coordination Drawings: Show coordination of seismic bracing for electrical components with other systems and equipment in the vicinity; including other supports and seismic restraints. Welding certificates. Qualification Data: For professional engineer and testing agency. Field quality-control test reports. 1.7 QUALITY ASSURANCE Comply with seismic-restraint requirements in the IBC unless requirements in this Section are more stringent. Seismic-restraint devices shall have horizontal and vertical load testing and analysis and shall bear anchorage pre-approval OPA number from OSHPD, pre-approval by ICC-ES, or pre-approval by another agency acceptable to authorities having jurisdiction, showing maximum seismic-restraint ratings. Ratings based on testing are preferred to ratings based on calculations. If pre-approved ratings are not available, submittals based on testing are preferred. Calculations (including combining shear and tensile loads) to support seismic-restraint designs must be signed and sealed by a qualified professional engineer. Comply with CEC. PART 2- PRODUCTS 2.1 SEISMIC-RESTRAINT DEVICES A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: Amber/Booth Company, Inc. Mason Industries. Kinetics Noise Control. VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS 260548-3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Vibration Eliminator Co., Inc. Vibration Mounting & Controls, Inc. General Requirements for Restraint Components: Rated strengths, features, and application requirements shall be as defined in reports by OSHPD, or an agency acceptable to authorities having jurisdiction: 1. Structural Safety Factor: Allowable strength in tension, shear, and pullout force of components shall be at least two times the maximum seismic forces to which they will be subjected. Channel Support System: MFMA-3, shop- or field-fabricated support assembly made of slotted steel channels with accessories for attachment to braced component at one end and to building structure at the other end and other matching components and with corrosion-resistant coating; and rated in tension, compression, and torsion forces. Hanger Rod Stiffener: Reinforcing steel angle clamped to hanger rod. Do not weld stiffeners to rods. Bushing Assemblies for Wall-Mounted Equipment Anchorage: Assemblies of neoprene elements and steel sleeves designed for rigid equipment mountings, and matched to type and size of attachment devices. Resilient Isolation Washers and Bushings: One-piece, molded, oil- and water-resistant neoprene, with a flat washer face. Mechanical Anchor: Drilled-in and stud-wedge or female-wedge type in zinc-coated steel for interior applications and stainless steel for exterior applications. Select anchors with strength required for anchor and as tested according to ASTM E 488. Minimum length of eight times diameter. Adhesive Anchor: Drilled-in and capsule anchor system containing polyvinyl or urethane methacrylate-based resin and accelerator, or injected polymer or hybrid mortar adhesive. Provide anchor bolts and hardware with zinc-coated steel for. interior applications and stainless steel for exterior applications. Select anchor bolts with strength required for anchor and as tested according to ASTM E 488. 2.2 FACTORY FiNISHES Finish: Manufacturers standard prime-coat finish ready for field painting. Finish: Manufacturer's standard paint applied to factory-assembled and -tested equipment before shipping: Powder coating on springs and housings. All hardware shall be galvanized. Hot-dip galvanize metal components for exterior use. Baked enamel or powder coat for metal components on isolators for interior use. Color-code or otherwise mark vibration isolation and seismic-control devices to indicate capacity range. VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS 260548-4 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF PART 3- EXECUTION 3.1 EXAMINATION Examine areas and equipment to receive vibration isolation and seismic-control devices for compliance with requirements for installation tolerances and other conditions affecting performance. Examine roughing-in of reinforcement and cast-in-place anchors to verify actual locations before installation. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 APPLICATIONS Multiple Raceways or Cables: Secure raceways and cables to trapeze member with clamps approved for application by OSHPD, or an agency acceptable to authorities having jurisdiction. Hanger Rod Stiffeners: Install hanger rod stiffeners where indicated or scheduled on Drawings to receive them and where required to prevent buckling of hanger rods due to seismic forces. Strength of Support and Seismic-Restraint Assemblies: Where not indicated, select sizes of components so strength will be adequate to carry present and future static and seismic loads within specified loading limits. 3.3 SEISMIC-RESTRAINT DEVICE INSTALLATION- A. Equipment and Hanger Restraints: Install restrained isolators on electrical equipment. Install resilient, bolt-isolation washers on equipment anchor bolts where clearance between anchor and adjacent surface exceeds 0.125 inch. Install seismic-restraint devices using methods approved by OSHPD, or an agency acceptable to authorities having jurisdiction providing required submittals for component. B. Install bushing assemblies for mounting bolts for wall-mounted equipment, arranged to provide resilient media where equipment or equipment-mounting channels are attached to wall. C. Attachment to Structure: If specific attachment is not indicated, anchor bracing to structure at flanges of beams, at upper truss chords of bar joists, or at concrete members, pending acceptance by the project structural engineer. D. Drilled-in Anchors: 1. Identify position of reinforcing steel and other embedded items prior to drilling holes for anchors. Do not damage existing reinforcing or embedded items during VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS 260548-5 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF coring or drilling. Notify the structural engineer if reinforcing steel or other embedded items are encountered during drilling. Locate and avoid pre-stressed tendons, electrical and telecommunications conduit, and gas lines. Do not drill holes in concrete or masonry until concrete, mortar, or grout has achieved full design strength. Wedge Anchors: Protect threads from damage during anchor installation. Heavy- duty sleeve anchors shall be installed with sleeve fully engaged in the structural element to which anchor is to be fastened. Adhesive Anchors: Clean holes to remove loose material and drilling dust prior to installation of adhesive. Place adhesive in holes proceeding from the bottom of the hole and progressing toward the surface in such a manner as to avoid introduction of air pockets in the adhesive. Set anchors to manufacturer's recommended torque, using a torque wrench. Install zinc-coated steel anchors for interior and stainless steel anchors for exterior applications. 3.4 ACCOMMODATION OF DIFFERENTIAL SEISMIC MOTION A. Install flexible connections in runs of raceways, cables, wire ways, cable trays, and busways where they cross seismic joints, where adjacent sections or branches are supported by different structural elements, and where they terminate with connection to equipment that is anchored to a different structural element.from the one supporting them as they approach equipment. 3.5 FIELD QUALITY CONTROL A. Testing Agency: Engage a qualified testing agency to perform tests and inspections and prepare test reports. B. Perform tests and inspections. C. Tests and Inspections: Provide evidence of recent calibration of test equipment by a testing agency acceptable to authorities having jurisdiction. Schedule test with Construction Manager, through Architect, before connecting anchorage device to restrained component (unless post-connection testing has been approved), and with at least seven days' advance notice. Obtain Architect's approval before transmitting test loads to structure. Provide temporary load-spreading members. Test at least four of each type and size of installed anchors and fasteners selected by Architect. Test to 90 percent of rated proof load of device. Measure isolator restraint clearance. Measure isolator deflection. Verify snubber minimum clearances. If a device fails test, modify all installations of same type and retest until satisfactory results are achieved. D. Remove and replace malfunctioning units and retest as specified above. VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS 260548-6 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF E. Prepare test and inspection reports. Furnish original and four copies of the complete report to the Architect in accordance with requirements of Contract Documents. 3.6 ADJUSTING Adjust isolators after isolated equipment is at operating weight. Adjust limit stops on restrained spring isolators to mount equipment at normal operating height. After equipment installation is complete, adjust limit stops so they are out of contact during normal operation. Adjust restraints to permit free movement of equipment within normal mode of operation. END OF SECTION 260548 VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS. 260548-7 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS PART 1- GENERAL 1.1 RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. Related Sections include the following: Section 260526, "Grounding and Bonding for Electrical Systems". Section 260533, "Raceway and Boxes for Electrical Systems". 1.2 SUMMARY A. This Section includes the following: Identification for raceway Identification for power conductors and communication and control cable. Warning labels and signs. .4. Instruction signs. Equipment identification labels. Conduit Markers. Miscellaneous identification products. 1.3 CODES, STANDARDS, AND REFERENCES American National Standards Institute (ANSI) - ANSI Z35. 1: Accident Prevention Signs. ANSIJASME A 13.1: Scheme for the Identification of Piping Systems. ANSI/IEEE C2: National Electrical Safety Code (NESC). ANSIJNFPA 70: National Electrical Code, with California Amendments (CEC). California Code of Regulations (CCR) Title 8. California Code of Regulations (CCR) Title 24: California Building Standards Code. Code of Federal Regulations (CFR) - 29 CFR 1910.145: Accident Prevention Tags. Occupational Safety and Health Administration (OSHA) - 29 CFR 1910.7: OSHA Occupational Safety and Health Standards. 1.4 SUBMITTALS A. Product Data: For each electrical identification product indicated. IDENTIFICATION FOR ELECTRICAL SYSTEMS 260553-1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Identification Schedule: An index of nomenclature of electrical equipment and system components used in identification signs and labels. Samples: For each type of label and sign to illustrate size, colors, lettering style, mounting provisions, and graphic features of identification products. 1.5 QUALITY ASSURANCE Comply with ANSI A13.1 and ANSI C2. Comply with CEC. Comply with 29 CFR 1910.145. Comply with ANSI A13.1 and CEC for color-coding. Comply with ANSI Z35. Comply with California Code of Regulations (CCR) Title 8 and Title 24. 1.6 REGULATORY REQUIREMENTS A. This Section includes electrical identification materials and devices required to comply with ANSI C2, CEC, OSHA standards, and SDUSD standards. 1.7 COORDINATION Coordinate 1dentification names, abbreviations, colors, and other features with requirements in the Contract Documents, Shop Drawings, manufacturer's wiring diagrams, and the Operation and Maintenance Manual, and with those required by codes, standards, and 29 CFR 1910.145. Use consistent designations throughout Project. Coordinate installation of identifying devices with completion of covering and painting of surfaces where devices are to be applied. Coordinate installation of identijring devices with location of access panels and doors. Install identifying 'devices before installing acoustical ceilings and similar concealment. PART 2- PRODUCTS 2.1 RACEWAY IDENTIFICATION MATERIALS Comply with ANSI A13.1 for minimum size of letters for legend and for minimum length of color field for each raceway and cable size. Color for Printed Legend: IDENTIFICATION FOR ELECTRICAL SYSTEMS 260553-2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Power and Lighting Circuits: Branch circuit or feeder number indicated on drawings. Color: Black letters on orange field. Color tracer on neutral conductors for identification. Legend: Indicate system or service and voltage, if applicable. Control Circuits: Control wire numbers indicated on schematic or interconnection diagrams on shop drawings. Self-Adhesive Vinyl Labels: Pre-printed, flexible label laminated with a clear, weather- and chemical-resistant coating and matching wraparound adhesive tape for securing ends of legend label. Self-Adhesive Vinyl Tape: Colored, heavy duty, waterproof, 2 inches wide, fade resistant, compounded for outdoor use. Raceways/Conduits Identification Labels: All signal systems and lighting systems shall be identified with weather-resistant, fade-resistant labels identifying the system. Each system shall be color-coded as described below. Labels shall be placed by Electrical and/or Low Voltage Contractor on every conduit run, within 2 feet of every junction box or connector, and each 10 feet thereafter (1 label per every 10 feet of conduit). Labels shall wrap around conduit and placed for maximum visibility. All junction boxes, not otherwise identified, shall have a system identification label on the cover. A laminated schedule shall be posted in each electrical, mechanical, and signal room, showing each label and the system it identifies.. Label Colors: System Type Identification Background Lettering Lighting and Power Standard Orange White Voltage Telecommunications TELECOM Blue White Label Sizes: System Type Size Background Lettering Lighting and Power 2" (w) x3" (h) Orange 3/8" White Telecommunication 2" (w) x3" (h) Blue 3/8" White System 2.2 POWER, COMMUNICATION, AND CONTROL CABLE IDENTIFICATION MATERIALS A. Color-Coding Conductor Tape: Colored, self-adhesive vinyl tape not less than 3 mils thick by 1 to 2 inches wide. IDENTIFICATION FOR ELECTRICAL SYSTEMS 260553-3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF B. Marker Tapes: Vinyl or vinyl-cloth, self-adhesive wraparound type, with circuit identification legend machine printed by thermal transfer or equivalent process. 2.3 WARNING LABELS AND SIGNS Comply with CEC and 29 CFR 1910.145. Self-Adhesive Warning Labels: Factory printed, multicolor, pressure-sensitive adhesive labels, configured for display on front cover, door, or other access to equipment, unless otherwise indicated. Baked-Enamel Warning Signs: Preprinted aluminum signs, punched or drilled for fasteners, with colors, legend, and size required for application. 1/4-inch grommets in corners for mounting. Nominal size, 7 inches by 10 inches. Metal-Backed, Butyrate Warning Signs: Weather-resistant, non-fading, preprinted, cellulose-acetate butyrate signs with 0.0396-inch galvanized-steel backing; and with colors, legend, and size required for application. 1/4-inch grommets in corners for mounting. Nominal size, 10 by 14 inches. Warning, label and sign shall include, but are not limited to, the following legends: Multiple Power' Source Warning: "DANGER - ELECTRICAL SHOCK HAZARD - EQUIPMENT HAS MULTIPLE POWER SOURCES." Workspace Clearance Warning: "WARNING - OSHA REGULATION - AREA IN FRONT OF ELECTRICAL EQUIPMENT MUST HAVE 36 INCHES CLEARANCE", or greater as required by Code. 2.4 INSTRUCTION SIGNS A. Engraved, laminated acrylic or melamine plastic, minimum 1/16 inch thick for signs up to 20 sq. in. and 1/8 inch thick for larger sizes: 1,. Engraved legend with black letters on white face. 2; Punched or drilled for mechanical fasteners. 3. Framed with mitered acrylic molding and arranged for attachment at applicable equipment. 2.5 MISCELLANEOUS IDENTIFICATION PRODUCTS A. Cable Ties: Fungus-inert, self-extinguishing, 1-piece, self-locking, Type 6/6 nylon cable ties: Minimum Width: 3/16 inch. Tensile Strength: 50 lb, minimum. Temperature Range: Minus 40 to plus 185 deg F. Color: Black, except where used for color-coding. PART 3- EXECUTION IDENTIFICATION FOR ELECTRICAL SYSTEMS 260553-4 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 3.1 APPLICATION A. Accessible Raceways, 600 V or Less, for Service, Feeder, and Branch Circuits More Than 30 A: Identify with orange self-adhesive vinyl label. B. Power-Circuit Conductor Identification: For primary and secondary conductors No. 1/0 AWG and larger in vaults, pull and junction boxes, manholes, and handholes use color- coding conductor tape and non-metallic tags. Identify source and circuit number of each set of conductors. For single conductor cables, identify phase in addition to the above. C. Branch-Circuit Conductor Identification: Where there are conductors for more than three branch circuits in same junction or pull box, use color-coding conductor tape and non- metallic tags. Identify each ungrounded conductor according to source and circuit number. D. Conductors to Be Extended in the Future: Attach write-on tags and marker tape to conductors and list source and circuit number. E. Warning Labels for Iidoor Cabinets, Boxes, and Enclosures for Power and Lighting: Comply with 29 CFR 19 10.145 and apply self-adhesive warning labels. Identify system voltage with white letters on an orange background. Apply to exterior of door, cover, or other access: 1. Equipment with Multiple Power or Control Sources: Apply to door or cover of equipment including, but not limited to, the following: Power transfer switches. Controls with external control power connections. 2. Equipment Requiring Workspace Clearance According to CEC: Unless otherwise indicated, apply to door or cover of equipment but not on flush panelboards and similar equipment in finished spaces. F. Instruction Signs: Operating Instructions: Install instruction signs to facilitate proper operation and maintenance of electrical systems and items to which they connect. Install instruction signs with approved legend where instructions are needed for system or equipment operation. Emergency Operating Instructions: Install instruction signs with white legend on a red background with minimum 3/8-inch high letters for emergency instructions at equipment used for power transfer or load shedding. 3.2 INSTALLATION Verify identity of each item before installing identification products. Location: Install identification materials and devices at locations for most convenient viewing without interference with operation and maintenance of equipment. IDENTIFICATION FOR ELECTRICAL SYSTEMS 260553-5 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Apply identification devices to surfaces that require finish after completing finish work. Self-Adhesive Identification Products: Clean surfaces before application, using materials and methods recommended by manufacturer of identification device. Attach non-adhesive signs and plastic labels with stainless steel screws and auxiliary hardware appropriate to the location and substrate. System Identification Vinyl Labels for Raceways and Cables: Each vinyl label shall completely encircle cable or conduit. Place adjacent bands of two-color markings in contact, side by side. Locate labels at changes in direction, at penetrations of walls and floors, at 50-foot maximum intervals in straight runs, and at 25-foot maximum intervals in congested areas. Color-Coding for Phase and Voltage Level Identification, 600 V and Less: Use the colors listed below for ungrounded service, feeder, and branch-circuit conductor: Color shall be factory applied or, for sizes larger than No. 10 AWG if authorities having jurisdiction permit, field applied. Colors for 240/120-V Circuits: a. Phase A: Black. b.- Phase B: Red. END OF SECTION 260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS 260553-6 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 26 27 26 WIRING DEVICES PART 1- GENERAL 1. 1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. B I Related Sections include the following: Section 260519, "Low Voltage Electrical Power Conductors and Cables". Section 260526, "Grounding and Bonding for Electrical Systems". Section 260533, "Raceway and Boxes for Electrical Systems". Section 260553, "Identification for Electrical Systems". 1.2 SUMMARY A. This Section includes the following: Receptacles, receptacles with integral GFCI, and associated device plates. Snap switches and wall-box dimmers. 1.3 CODES, STANDARDS AND REFERENCES ANSIINFPA 70: National Electrical Code, with California Amendments (CEC). National Electrical Contractors Association (NECA) - NECA 1: Good Workmanship in Electrical Construction. National Electrical Manufacturers Association - NEMA 250: Enclosures for Electrical Equipment (1000 Volts Maximum). D. National Electrical Manufacturers Association - NEMA WD6: Wiring Devices - Dimensional Requirements. Underwriters Laboratories - UL943: Ground Fault Circuit-Interrupters. Underwriters Laboratories - UL1436: Outlet Circuit Testers and Similar Indicating Devices. WIRING DEVICES 262726-1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1.4 DEFINITIONS Elvil: Electromagnetic interference. GFCI: Ground-fault circuit interrupter. 1.5 SUBMITTALS Product Data: For each type of product indicated. Shop Drawings: List of legends and description of materials and process used for pre- marking wall plates. Samples: One for each type of device and wall plate specified, in each color specified, when requested by Architect. Field quality-control test reports. Operation and Maintenance Data: For wiring devices to include all manufacturers' packing label warnings and instruction manuals that include labeling conditions. 1.6 QUALITY ASSURANCE Source Limitations: Obtain each type of wiring device and associated wall plate through one source from a single manufacturer. Insofar as they are available, obtain all wiring devices and associated wall plates from a single manufacturer and one source. Electrical Components, Devices, and Accessories: Listed and labeled as defined in CEC, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. Comply with CEC. 1.7 COORDINATION A. Receptacles for Owner-Furnished Equipment: Match plug configurations. PART 2- PRODUCTS 2.1 MANUFACTURERS A. Manufacturers' Names: Shortened versions (shown in parentheses) of the following manufacturers' names are used in other Part 2 articles: 1. Cooper Wiring Devices; a division of Cooper Industries, Inc. (Cooper). WIRING DEVICES . 262726-2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Hubbell Incorporated; Wiring Device-Kellems (Hubbell). Leviton Mfg. Company Inc. (Leviton). Pass & Seymour/Legrand; Wiring Devices & Accessories (Pass & Seymour). 2.2 STRAIGHT BLADE RECEPTACLES A. Convenience Receptacles, 125 V, 20 A: Comply with NEMA WI) 1, NEMA WD 6 configuration 5-20R, and UL 498. Imprint receptacles per drawings where split wiring as required for Title 24 compliance. Products: Subject to compliance with requirements, provide one of the following manufacturers: Cooper Hubbell C. Leviton d. Pass & Seymour 2.3 GFCI RECEPTACLES General Description: Straight blade, non-feed-through type. Comply with NEMA WI) 1, NEMA WI) 6, UL 498, and UL 943, Class A, and include indicator light that is lighted when device is tripped. Duplex GFCI Convenience Receptacles, 125 V, 20 A: Products: Subject to compliance with requirements, provide one of the following: Cooper; GF20. Pass & Seymour; 2084. 2.4 WALL PLATES A. Single and combination types to match corresponding wiring devices. Plate-Securing Screws: Metal with head color to match plate finish. Material for Finished Spaces: 0.035-inch thick, satin-finished stainless steel Material for Unfinished Spaces: Galvanized steel. Material for Damp Locations: Cast aluminum with spring-loaded lift cover, and listed and labeled for use in "wet locations." B. Wet-Location, Weatherproof Cover Plates: NEMA 250, complying with type 3R weather-proof, the-cast aluminum with lockable cover. 2.5 WALL PLATES A. Single and combination types to match corresponding wiring devices. WIRING DEVICES . 262726-3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Plate-Securing Screws: Metal with head color to match plate finish. Material for Finished Spaces: 0.035-inch thick, satin-finished stainless steel Material for Unfinished Spaces: Galvanized steel. Material for Damp Locations: Cast aluminum with spring-loaded lift cover, and listed and labeled for use in "wet locations." B. Wet-Location, Weatherproof Cover Plates: NEMA 250, complying with type 3R weather-proof, die-cast aluminum with lockable cover. 2.6 FINISHES A. Color: Wiring device catalog numbers in Section Text do not designate device color. Wiring Devices Connected to Normal Power System: Ivory unless otherwise indicated or required by CEC or device listing. Wiring Devices Connected to Standby or Emergency Power System: Red. PART 3- EXECUTION 3.1 INSTALLATION A. Comply with NECA 1, including the mounting heights listed in that standard, unless otherwise noted. B. Coordination with Other Trades: Take steps to insure that devices and their boxes are protected. Do not place wall finish materials over device boxes and do not cut holes for boxes with routers that are guided by riding against outside of the boxes. Keep outlet boxes free of plaster, drywall joint compound, mortar, cement, concrete, dust, paint, and other material that may contaminate the raceway system, conductors, and cables. Install device boxes in brick or block walls so that the cover plate does not cross a joint unless the joint is troweled flush with the face of the wall. Install wiring devices after all wall preparation, including painting, is complete. C. Conductors: Do not strip insulation from conductors until just before they are spliced or terminated on devices. Strip insulation evenly around the conductor using tools designed for the purpose. Avoid scoring or nicking of solid wire or cutting strands from stranded wire. The length of free conductors at outlets for devices shall meet provisions of CEC , Article 300, without pigtails. WIRING DEVICES 262726-4 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 4. Existing Conductors: Cut back and pigtail, or replace all damaged conductors. Straighten conductors that remain and remove corrosion and foreign matter. C. Pig-tailing existing conductors is permitted provided the outlet box is large enough. D. Device Installation: Replace all devices that have been in temporary use during construction or that show signs that they were installed before building finishing operations were complete. Keep each wiring device in its package or otherwise protected until it is time to connect conductors. Do not remove surface protection, such as plastic film and smudge covers, until the last possible moment. Connect devices to branch circuits using pigtails that are not less than 6 inches in length. When there is a choice, use side wiring with binding-head screw terminals. Wrap solid conductor tightly clockwise, 2/3 to 3/4 of the way. around terminal screw. Use a torque screwdriver when a torque is recommended or required by the manufacturer. Tighten unused terminal screws on the device. When mounting into metal boxes, remove the fiber or plastic washers used to hold device mounting screws in yokes, allowing metal-to-metal contact. E. Receptacle Orientation: Install ground pin of vertically mounted receptacles up, and on horizontally mounted receptacles to the left. F. Device Plates: Do not use oversized or extra-deep plates. Repair wall finishes and remount outlet boxes when standard device plates do not fit flush or do not cover rough wall opening. 3.2 IDENTIFICATION A. Comply with Division 26, Section 260553, "Identification for Electrical Systems." Receptacles: Identify panel board and circuit number from which served. Use hot, .stamped or engraved machine printing with black-filled lettering on face of plate, and durable wire markers inside outlet boxes. 3.3 FIELD QUALITY CONTROL A. Perform tests and inspections and prepare test reports. WIRING DEVICES 262726-5 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF• Test Instruments: Use instruments that comply with UL 1436. Test. Instrument for Convenience Receptacles: Digital wiring analyzer with digital readout or illuminated LED indicators of measurement. B. Tests for Convenience Receptacles: . Line Voltage: Acceptable range is 105 to 132 V. Percent Voltage Drop under 15-A Load: A value of 6 percent or higher is not acceptable. Ground Impedance: Values of up to 2 ohms are acceptable. GFCI Trip: Test for tripping values specified in UL 1436 and UL 943. Using the test plug, verify that the device and its outlet box are securely mounted. The tests shall be diagnostic, indicating damaged conductors, high resistance at the circuit breaker, poor connections, inadequate fault current path, defective devices, or similar problems. Correct circuit conditions, remove malfunctioning units and replace with new ones, and retest as specified above. END OF SECTION 262726 WIRING DEVICES 262726-6 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 265119 LED INTERIOR LIGHTING PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. A. Section Includes: Interior solid-state luminaires that use LED technology. Lighting fixture supports. 1.3 DEFINITIONS CCT: Correlated color temperature. CR1: Color Rendering Index. Fixture: See "Luminaire." IP: International Protection or Ingress Protection Rating. LED: Light-emitting diode. Lumen: Measured output of lamp and luminaire, or both. Luminaire: Complete lighting unit, including lamp, reflector, and housing. 1.4 ACTION SUBMITTALS A. Product Data: For each type of product. Arrange in order of luminaire designation. Include data on features, accessories, and finishes. Include physical description and dimensions of luminaires. Include emergency lighting units, including batteries and chargers. Include life, output (lumens, CCT, and CR1), and energy efficiency data. Photometric data and adjustment factors based on laboratory tests, complying with IESNA Lighting Measurements Testing and Calculation Guides, of each lighting fixture type. The adjustment factors shall be for lamps and accessories identical to those indicated for the lighting fixture as applied in this Project IES LM-79 and IES LM-80. LED INTERIOR LIGHTING 265119-1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF a. Testing Agency Certified Data: For indicated luminaires, photometric data certified by a qualified independent testing agency. Photometric data for remaining luminaires shall be certified by manufacturer. B. Product Schedule: For luminaires and lamps. Use same designations indicated on Drawings. 1.5 INFORMATIONAL SUBMITTALS A. Qualification Data: For testing laboratory providing photometric data for luminaires. B. Seismic Qualification Certificates: For luminaires, accessories, and components, from manufacturer. Basis for Certification: Indicate whether withstand certification is based on actual test of assembled components or on calculation. Dimensioned Outline Drawings of Equipment Unit: Identify center of gravity and locate and describe mounting and anchorage provisions. C. Detailed description of equipment anchorage devices on which the certification is based and their installation requirements. D. Product Certificates: For each type of luminaire. E. Product Test Reports: For each luminaire, for tests performed by•a qualified testing agency. F. Sample warranty. 1.6 CLOSEOUT SUBMITTALS A. Operation and Maintenance Data: For luminaires and lighting systems to include in. operation and maintenance manuals. 1. Provide a list of all lamp types used on Project; use ANSI and manufacturers' codes. 1.7 MAINTENANCE MATERIAL SUBMITTALS A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. Lamps: Ten for every 100 of each type and rating installed. Furnish at least one of each type. Diffusers and Lenses: One for every 100 of each type and rating installed. Furnish at least one of each type. Globes and Guards: One for every 20 of each type and rating installed. Furnish at least one of each type. LED INTERIOR LIGHTING 265119-2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1.8 QUALITY ASSURANCE Luminaire Photometric Data Testing Laboratory Qualifications: Provided by an independent agency, with the experience and capability to conduct the testing indicated, that is an NRTL as defined by OSHA in 29 CFR 1910.7, accredited under the NVLAP for Energy Efficient Lighting Products, and complying with the applicable IES testing standards. Provide lumináires from a single manufacturer for each luminaire type. Each luminaire type shall be binned within a three-step MacAdam Ellipse to ensure color consistency among luminaires. 1.9 DELIVERY, STORAGE, AND HANDLING A. Protect finishes of exposed surfaces by applying a strippable, temporary protective covering before shipping. 1.10 WARRANTY General Warranty: Special. warranties specified in this Article shall not deprive the District of other rights District may have under other provisions of the Contract Documents and State of California Contract Law, and shall be in addition to, and run concurrent with, other warranties made by contractor under requirements of the Contract Documents. Warranty Period: Five year(s) from date of Substantial Completion. PART 2- PRODUCTS 2.1 LUMINAIRE REQUIREMENTS CR! of minimum 80. CCT of 4100 K. Rated lamp life of 50,000 hours. Lamps dimmable from 100 percent to 0 percent of maximum light output. Internal driver. Nominal Operating Voltage: as shown on the Fixture Schedule. 1. Lens Thickness: At least 0.125 inch minimum unless otherwise indicated. Fixtures shall meet the following minimum performance criteria: LED INTERIOR LIGHTING 265119-3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 1. Minimum CU for typical RCR shall be as follows (typical cavity reflectances are ceiling, 80 percent; wall, 50 percent; and floor, 20 percent): RCR 3:0.76 CU. RCR 5: 0.62 CU. C. RCR 7:0.S1CU. 2. Minimum Spacing to Mounting Height Ratio: 1.4. 3. Minimum Visual Comfort Probability (VCP): 70, for room dimensions as specified on drawings. 4. Maximum Luminance Ratio: 5. 5. Minimum LER: 70. 2.2 LUIVilNAIRE SCHEDULE. A. Refer to the Lighting fixture schedule on the drawings for features for each specific luminaire type, luminaire options and the names of acceptable manufacturers. The use of a manufacturer's name on the Lighting Fixture Schedule is intended to establish a level of quality and is not in- tended to limit the selection of equal products from other manufacturers. 2.3 LUMINAIRE FIXTURE SUPPORT COMPONENTS Comply with requirements in Section 260529 "Hangers and Supports for Electrical Systems" for channel and angle iron supports and nonmetallic channel and angle supports. Single-Stem Hangers: Comply with manufacturer's instructions for hanging. PART 3- EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. B. Examine roughing-in for luminaire to verify actual locations of luminaire and electrical connections before fixture installation. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION Comply with NECA 1. Install luminaires level, plumb, and square with ceilings and walls unless otherwise indicated. Install lamps in each luminaire. Flush-Mounted Luminaire Support: LED INTERIOR LIGHTING 265119-4 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Secured to outlet box. Attached to ceiling structural members' at four points equally spaced around circumference of luminaire. Trim ring flush with finished surface. E. Ceiling-Mounted Luminaire Support: Ceiling mount with two 5/32-inch diameter aircraft cable supports. Ceiling mount with pendant mount four-point pendant mount with 5/32-inch. Ceiling mount with hook mount. 3.3 IDENTIFICATION A. Identify system components, wiring, cabling, and terminals. Comply with requirements for identification specified in Section 260553 "Identification for Electrical Systems." 3.4 FIELD QUALITY CONTROL A. Perform the following tests and inspections: Operational Test After installing luminaires, switches, and accessories, and after electrical circuitry has been energized, test units to confirm proper operation. Test for Emergency Lighting: Interrupt power supply to demonstrate proper operation. Verify transfer from normal power to battery power and retransfer to normal. B. Luminaire will be considered defective if it does not pass operation tests and inspections. C. Prepare test and inspection reports. END OF SECTION 265119 El LED INTERIOR LIGHTING 265119-5 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF SECTION 265619 LED EXTERIOR LIGHTING PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Exterior solid-state luminaires that are designed for and exclusively use LED lamp technology. 1.3 DEFINITIONS A. CCT: Correlated color temperature. B. CR1: Color rendering index. - C. Fixture: See "Luminaire." IP: International Protection or Ingress Protection Rating. Lumen: Measured output of lamp and luminaire, or both. Luminaire: Complete lighting unit, including lamp, reflector, and housing. 1.4 ACTION SUBMITTALS A. Product Data: For each type of luminaire. Arrange in order of luminaire designation. Include data on features, accessories, and finishes. Include physical description and dimensions of luminaire. Lamps, include life, output (lumens, CCT, and CR1), and energy-efficiency data. Photometric data and adjustment factors based on laboratory tests, complying with IES Lighting Measurements Testing and Calculation Guides, of each luminaire type. The LED EXTERIOR LIGHTING 265619-1 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF adjustment factors shall be for lamps and accessories identical to those indicated for the luminaire as applied in this Project IES LM-79. 6. Means of attaching luminaires to supports and indication that the attachment is suitable for components involved. 1.5 QUALITY ASSURANCE Luminaire Photometric Data Testing Laboratory Qualifications: Provided by an independent agency, with the experience and capability to conduct the testing indicated, that is an NRTL as defined by OSHA in 29 CFR 1910.7, accredited under the NVLAP for Energy Efficient Lighting Products and complying with applicable IES testing standards. Provide luminaires from a single manufacturer for each luminaire type. Each luminaire type shall be binned within a three-step MacAdam Ellipse to ensure color consistency among luminaires. 1.6 DELIVERY, STORAGE, AND HANDLING A. Protect finishes of exposed surfaces by applying a strippable, temporary protective covering prior to shipping. 1.7 FIELD CONDITIONS A. Verify existing and proposed utility structures prior to the start of work associated with luminaire installation. B. Mark locations of exterior luminaires for approval by Architect prior to the start of luminaire installation. 1.8 WARRANTY A. Warranty: Manufacturer and Installer agree to repair or replace components of luminaires that fail in materials or workmanship within specified warranty period. 1. Failures include, but are not limited to, the following: Structural failures, including luminaire support components. Faulty operation of luminaires and accessories. C. Deterioration of metals, metal finishes, and other materials beyond normal weathering. LED EXTERIOR LIGHTING 265619-2 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF 2. Warranty Period: Five > year(s) from date of Substantial Completion. PART 2- PRODUCTS 2.1 LUIVilNAIRE REQUIREMENTS Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. UL Compliance: Comply with UL 1598 and listed for wet location. L70 lamp life of 50,000 hours. Lamps dimmable from 100 percent to 10 percent of maximum light output. Internal driver. Nominal Operating Voltage: 120 V ac. Lamp Rating: Lamp marked for outdoor use and in enclosed locations. Source Limitations: For luminaires, obtain each color, grade, finish, type, and variety of luminaire from single source with resources to provide products of consistent quality in appearance and physical properties. 2.2 LUMINAIRE TYPES A. Refer to the Lighting Fixture Schedule on the Drawings for features of each specific luminaire type, luminaire options, and acceptable manufacturers. The use of a manufacturer's name on the Lighting Fixture Schedule is intended to establish a level of quality and is not intended to limit the selection of equal products from other manufacturers. 2.3 MATERIALS A. Metal Parts: Free of burrs and sharp corners and edges. B. Reflecting surfaces shall have minimum reflectance as follows unless otherwise indicated: White Surfaces: 85 percent. Specular Surfaces: 83 percent. Diffusing Specular Surfaces: 75 percent. C. Housings: LED EXTERIOR LIGHTING 265619-3 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Rigidly formed, weather- and light-tight enclosure that will not warp, sag, or deform in use. Provide filter/breather for enclosed luminaires. 2.4 FINISHES Variations in Finishes: Noticeable variations in same piece are unacceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. Luminaire Finish: Manufacturer's standard paint applied to factory-assembled and -tested luminaire before shipping. Where indicated, match finish process and color of pole or support materials. 2.5 LUMINAIRE SUPPORT COMPONENTS A. Comply with requirements in Section 260529 "Hangers and Supports for Electrical Systems" for channel and angle iron supports and nonmetallic channel and angle supports. PART 3- EXECUTION 3.1 EXAMINATION Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. Examine roughing-in for luminaire electrical conduit to verify actual locations of conduit connections before luminaire installation. Examine walls, roofs, and canopy ceilings for suitable conditions where luminaires will be installed. D. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 GENERAL INSTALLATION REQUIREMENTS Comply with NECA 1. Use fastening methods and materials selected to resist seismic forces defined for the application and approved by manufacturer. Install lamps in each luminaire. LED EXTERIOR LIGHTING 265619-4 CARLSBAD FIRE STATION #5 STORAGE BUILDING ROOF Fasten luminaire to structural support. Wiring Method: Install cables in raceways. Conceal raceways and cables. Install luminaires level, plumb, and square with finished grade unless otherwise indicated. Coordinate layout and installation of luminaires with other construction. 3.3 IDENTIFICATION A. Identify system components, wiring, cabling, and terminals. Comply with requirements for identification specified in Section 260553 "Identification for Electrical Systems." 3.4 FIELD QUALITY CONTROL Inspect each installed luminaire for damage. Replace damaged luminaires and components. Perform the following tests and inspections by a technician certified by the California Energy Commission for compliance with the latest CEC Title 24 acceptance testing and certification requirements for the lighting control system. The testing shall include but not limited to the following:: 1. Operational Test: After installing luminaires, switches, and accessories, and after electrical circuitry has been energized, test units to confirm proper operation. END OF SECTION 265619 LED EXTERIOR LIGHTING . 265619-5 SAN DIEGO REGIONAL OFFICE USE ONLY HAZARDOUS MATERIALS RECORD ID 0 PLAN CHECK # 4t0ccc" QUESTIONNAIRE BP DATE I I Business Name Business Contact Telephone # CITY OF CARLSBAD STEVEN STEWART 760-602-7543 Project Address City State Zip Code APN# 2540 ORION WAY CARLSBAD CA 92010 209-050-26 Mailing Address City State Zip Code Plan File# Project Contact Applicant E-mail Telephone # SANDRA G RAMLEY SGRAMLEY@PLATTWHITELAW.COM 619-546-4326 The following questions represent the facility's activities, NOT the specific project description. -ir ijr,m i iviri u - ,v,, I ruii_ l,uv,u.,rI; JI..I..urMIi. I I..L idicate by circling the item, whether your business will use, process, or store any any or tfle items are must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These. Flammable Solids 8. Unstable Reactives 12. Radioactives Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: YES N9 (for new construction or remodeling projects) 0 , Is your business listed on the reverse side of this form? (check all that apply). 0 , Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 I?I Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? 0 Will your business store or handle carcinogens/reproductive toxins in any quantity? 0 , Will your business use an existing or install an underground storage tank? 0 IJ Will your business store or handle Regulated Substances (CalARP)? 0 121 Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 0 121' Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or ereater than 1.320 oallons? (California's Abovearound Petroleum Storaae Act). If the answer to any of the Diego, CA 92123. 0 CalARP Exempt Date Initials CalARP Required Date Initials CalARP Complete Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): Any YES* answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 aocdcomoätsdcountv.ca.aov (858) 586-2650). [*No stamp required if QI Yes and Q3 Yes and Q4-Q6 No]. The following questions are intended to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive requirements contact APCD. Residences are typically exempt, except - those with more than one building on the property; single buildings with more than four dwelling units; townhomes; condos; mixed-commercial use; deliberate burns; residences forming part of a larger project. rExcludes garages & small outbuildings.] E?' Will the project disturb 160 square feet or more of existing building materials? 1ti/,1,s*L_ IllV?P UfA7WW &M'Y 0 Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 0 )l' (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? 0 0 (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 10 working days prior to commencing asbestos removal. 0 121' Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (www.sdaocd.org/info/facts/oermits.pdf) for typical equipment requiring an APCD permit. 0 0 (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school boundary Briefly describe business activities: Briefly describe proposed project: STORAGE ENCLOSE EXISTING STORAGE ROOM I declare under pen of pe jury that to the best of knowledge and belief t nses herein are true and correct. / 2 6 /,?(/)& L~WC Name of Owner or Authorized Agent Signatu'øner or Authorized Agent Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:____________________________________________________________________ BY: DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTVHMD* APCD COUNTY-HMD APCD COUNTY-HMD APCD A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. ,Other permitting requirements may still apply. HM-9171 (08/15) County of San Diego - DEH - Hazardous Materials Division