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Home My WebLink About2000 FARADAY AVE; ; CB112628; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 08-22-2012 Commercial/Industrial Permit Permit No: CB112628 Building Inspection Request Line (760) 602-2725 Job Address: Permity Type: 2000 FARADAY AV CBAD Tl Sub Type: COMM Lot#: 0 Construction Type: 5A Reference# Status: ISSUED Applied: 12/14/2011 Entered By: LSM Parcel No: Valuation: Occupancy Group: 2121202700 $57,473.00 Plan Approved: 08/22/2012 Issued: 08/22/2012 Inspect Area Plan Check #: Project 1itle: MARRIOTT RES INN-RECONFIGURE 1,064 SF OF GUEST COMMON AREA AND EXERCISE ROOM, ADD 330 SF METAL FRAMED ENTRY ROOF CANOPY, REPLACE GUESTROOM VTAC UNITS, DECORATIVE LIGHTING AND DOORS THROUGHOUT Applicant: SCOT MCGILL/ ACM ARCHITECTS STE 100 1045 14TH STREET SAN DIEGO CA 92101 619-398-3494 Building Permit Add'I Building Permit Fee Plan Check Add'I Building Permit Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD#2 Fee BTD #3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedidted Plan Review ·$489.82 $0.00 $3.42.87 $0.00 $0.00 $12.07 $0.00 $0.00 $0.00 $0.00 $0.00 $0·.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1.00 $835.00 Total Fees: $3,061.01 Total Payments To Date: Owner: CARLSBAD LANDOWNERS L L C C/O HUNTINGTON HOSPITALITY GROUP 4545 FULLER DR #370 IRVING TX 75038 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff.Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee Green Bldg Standards Plan Chk TOTAL PERMIT FEES $3,061.01 Balance Due: $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $252.25 $1,128.00 $0.00 $0.00 $0.00 $0.00 ?? ?? $3,061.01 $0.00 Inspector: t'tr &,.!fa.~ Clearance: _____ _ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which ou have reviousl been iven a NOTICE similar to this or as to which he statute of limitations has reviousl otherwise ex ired. ~ «.-~·J}) ~ CITY OF CARLSBAD JOB ADDRESS Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax 760-602-8558 www.carlsbadca.gov SUITE/1/SPACE#/UNIT# 2000 Faraday Avenue Plan Check No. Est. Value Plan Ck. Deposit SWPPP 120 27 00 CT/PROJECT II LOT# PHASE# II OF UNITS II BEDROOMS II BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE OCC. GROUP Marriott Residence Inn V-1 Hr R-1 DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) Renovation of existing 3-story, 121 room hotel including a new 330 SF metal framed entry roof canopy and reconfiguration of 1,064 SF of guest common area and Exercise Room. Remaining work throughout the hotel consists of replacement of guestroom VTAC units, decorative lighting and doors throughout -all else is cosmetic in nature (finishes and FF&E). EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS Hotel Hotel YES0t, 16 NOD YES[ZINoD YES[ZINoD APPLICANT NAME (Primary Contact) Scot McGill • ACM Architects APPLICANT NAME (Secondary Contact) Mike Siegel ADDRESS ADDRESS 1045 14th Street, Suite 100 105 Decker Court, Suite 500 CITY STATE ZIP CITY STATE ZIP San Dieao CA 92101 lrvina TX 75062 PHONE FAX PHONE FAX 619-398-3494 619-398-3488 972-510-1207 972-257-1175 EMAIL scot@acm-architects.com PROPERTY OWNER NAME Carlsbad HHG Hotel Development, LP. +--e.,t,, ADDRESS I 105 Decker Court, Suite 500 STATE ZIP lrvina TX 75062 P!'TE A-' PHONE FAX FAX 972-510-1207 972-257-1175 7t EMAIL mikes@huntingtonhotelgroup.com 4 Co ARCH/DESIGNER NAME & ADDRESS STATE LIC./1 See orimarv contact above C21059 (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 tliat he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500)). Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: ~e 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. L!'.f I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensati n ins ance ca ·er and policy numberare:lnsuranceCo. -~e.,a;c. '1.1A ,r,-,:(C I tJ:S c.o Policy No. cs Tr~ :.)....l.. s-7 Expiration Date c 1 ;:l_ This section need not be completed if the permit is for one hundred dollars ($100) or less. · D 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 covera e i nlawful, and shall subject an employer to criminal penal ies and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for In ecti ~7 of the La~de, interest and attorney's fees. Ji5 CONTRACTOR SIGNATURE \ ~ DATE lS' ~ "2.___ I hereby affirm that I am exempt from Contractor's Ucense Law for the foll ing reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors 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). D D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors 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 Contractors License Law). I am exempt under Section ____ .Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. OYes 0No 2. I (have/ have not} signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address I phone I contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (rnclude name/ address/ phone I contractors' license number): 5. I will provide some of the work, but I have contracted (hired} the following persons to provide the work indicated (include name/ address/ phone/ type of work): Ji5 PROPERTY OWNER SIGNATURE 0AGENT DATE > Is the applicant or future building occupant required to submit a business,.llill!l, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D Yes WNo Is the applicant or future building occupant required to obtain a permit from the air pollution control district or a![.illlality management district? Ov es 0 No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0Yes ~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. 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 I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OFTHIS PERMIT. OSHA: An OSHA pennit is required for excavations over 5'0' deep and demolition nstruction of structures over 3 stories in height. EXPIRATION: Every penntt issued by the Building Official und r the provisio !hi ode shall expire by limitation and become null and void if the building or work authorized by such pennit is not commenced within 180 days from the date of such pennit or if the building or · y such nnit is suspended or abandoned at anytime after the work is commenced for a perlo of 180 ys (Section 106.4.4 Unifonn Building Code). DATE I <<~ ~ CITY OF CB112628 2000 FARADAY AV MARRIOTT RES INN-RECONFIGURE CARLSBAD Building Division INSPECTION RECORD 1,064 SF OF GUEST-'COMMON AREA AND EXERCISE ROCM, ADD 330 SF METAi:.: FRAMED ENTRY ROOF CANOPY, REPLACE GUESTROOM VT AC UNITS, DECORATIVE LIGHTING AND ooqRs THROUGHOUT Tl COMM 0 INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB Lot#: SCOT MCGILL/ ACM ARCHITECTS 0 CALL BEFORE 3:30 pm FOR NEXT WORK DAY INSPECTION @ FOR BUILDING INSPECTION CALL: 760-602-2725 RECO'RD COPY Required for Final If Checked . 0 Planning/ LandscaP.e 7 60-944-8463 Allow 48 hours 0 CM&I (Engineering lnspectlonsJ 760-438-3891 Call before 2 pm OWNERS' NAME I ~ Fire Prevention 760-602-4660 Allow 48 hours '3. JS. t4>-f:, 0 0 REINFORCED STEEL MASONRY D GROUT D WALL DRAINS D ELECTRIC SERVICE D TEMPORARY TILT PANELS 0 BONDING D POOL POUR STRIPS PHOTO VOLTAIC COLUMN FOOTINGS FINAL SUBFRAME q FLOOR O CEILING MECHANICAL ROOF SHEATHING UNDERGROUND DUCTS & PIPING ~. SHEAR PANELS D DUCT & PLENUM D REF; ~IPING FRAME HEAT-AIR C0ND. SYSTEMS • fj-;? INSULATION VENTILATION SYSTEMS EXTERIOR LATH FINAL INTERIOR LATH & DRYWALL _FINAL OCCUPANCY 1-------1-----~ PLUMBING Date Ins ector FIRE D SEWER & BL/CO D PL/CO A/S UNDERGROUND VISUAL UNDERGROUND D WASTE D WATER A/S UNDERGROUND HYDRO TOP OUT O WASTE O WATER A/S UNDERGROUND FLUSH D WATER HEATER O SOLAR WATER A/S FINAL STORM WATER 600-PRE-C0NSfflUCTI0N MEETING FIXED EXTINGUISHING SYSTEM ROUGH-IN 603 -FOLLOW UP FIXED EXTING SYSTEM HYDROSTATIC TEST 605 -N0TICET0 CLEAN FIXED EXTINGUISHING SYSTEM FINAL 607 -WRITTEN WARNING MEDICAL GAS PRESSURE TEST 609 -NOTICE OF VIOLATION MEDICAL GAS FINAL 610 • VERBAL WARNING FINAL REV6/2012 . Date Ins ector 1------1------ Date Ins ·ector ' \ SEE BACK FOR SPECIAL NOTES .--Sec::tic;m 54Ht .·t:iea_lth ijnd SafeW· Code_, St~t~ .of Caiifornia ,(a) '.Fhere shall ;be not less than one w~ter c!oset' f9r each 2()' ertiplqyees or fractional part thereof working at a . constructiorijob site.· The-water,closet-shall.consist of a pc!ltented·chemical type toilet. · · ' · ~b) For the purpose· ofthis section :the term.·con~tructiQri ;site. shall' mean the location on ~which actual construction .of a buildlngJs· in progress·. ,. : . . . , . .. (c) A.violation of this section shall·.cohstitute-a misdemeanor-. · · . · · . . . . . An con'str1:1qtiQn or work-. tor wt"lich a permit is required shall be subject to inspection: ~nd. a1f .such construction or. work · · · · ''¼'~?.;<.'. ·_ .. shall r~rn~in:,accessible.anc!. exp6f?13cl"forJospection ,puq~os~s until approved by the~inspeqtor. Work shall not be •done .. lt-· · .. beyo11d:th~·:POint·indicated·111 .e~ch:sl!cc:es~_ive·ihsp~fotion withqutfir:st.obtaining the approval of the inspector. · ',.. ,:.··::4:;. . . . . ....,, ' DATE AODITIO'.NAL NOTES __ .I .MG. ': ~~ l( "'2-h"2-f, Section 5416. Health and Safety Code, State of California (a) There shall be not less than one water closet for each 20 employees or fractional part thereof working at a construction job site. The water closet shall consist of a patented chemical type toilet. · (b) For the purpose of this section the term construction site shall mean· the location· on which actual construction of a building is in progress. · (c) A violation of this section shall constitute a misdemeanor'. 1 All construction or work for which a permit is required shall be subject to inspection and all such construction or work shall remain accessible and exposed for inspection purposes until approved by the inspector. Work shall not be done beyond the point indicated in each successive inspection without first obtaining the-approval of the inspector. DATE ADDITIONAL NOTES ·-., __ 1 Se¢t1Qn .. ~4.1s:. ::Health·c:1nd $afetY Code, State ·of California . . -' ' ' - .. (a). 'The~e shaU .l?e· not l13's~ than one, water ,closet tot each }!0 employe.es qr fractional part thereof working at a, · construction job-~ite. The water,· closet sha:1i· con~ist ofo,paterite~ chen,)cl:ll iype·toilet. · (b). For the·purp0se oft.his. section the terrn, construction si~e shall mean'tbe location .on which aciual construqtion oJ a building is i.n progress. ,(c) A vioiationofthis section shall constitute a misdemeanor. · _ _. ,, ... All oonstruction .orwor~ forwhich.a·permitis required sh~IJ be··subjectt9 inspection and all -such construction:orwork- shall remi:iin ,acce)3sible and exp9sed fotinspection p1;1rpo.sE1s until approved by the inspector. Work shall not be done · beyondthepciinH:iqicated,in each,sLiccessiye insp!:lctloh without.fi'r~t·obtaini11g tha~pproval of the inspector. PATE ~-\ · . i:-,,, • -c::'.ll-t-7.')JI , -zo--A. Z-61 ~ -~ '.~ I "l~.-1v1•1 .;;;p cf"' . , l:'-. J, ... i 2./5,,) ),0/ ~ . ': e~-~f~ · · 0 Section 5416. Health and Safety Code, State of California (a) There shall be not less than one water closet for each 20 employees or fractional part thereof working at a construction job site. The water closet shall consist of a patented chemical type toilet. (b) For the purpose of this section the term construction site shall mean' the location on which adtual construction of a building is in progress. (c) A violation of this section shall constitute a misdemeanor. 1 All construction or work for which a permit is required shall be subject to inspection and all such construction or work shall remain accessible and exposed for inspection purposes until approved by the inspector. Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the inspector.· DATE ADDITIONAL NOTES ~e~tion 5416. Health a11d $afety-.Code, s'ta~e 6f':California (a) There $hall be not le.~s than one water closet fot,. 1?.ach 20 employees ·or fractional part thereof working at cf cqnstruqtion.job site. The water closet shall·consist ofapaterited,cheniicaJ type toilet. · . · (b) · For the purpose· oft.his section the.· term construction-~ite ,sh1;1llmean' the locl;\tion on Which actual construction of a. · building is .jn progress. · · · · ' · (c) A violation of this section: shall-cpnstitute a misdemeanor. · , All constrw;:tion. <;>r '!VOrk for which a permit is r'1;3cjµjred st,all be .s.ubject to inspection· and E\,II such construction or. _work shall remain accessibl~ and· exposed: for inspectiqn purposes until appr:oved qy the inspector: Work shall no, ·be done b~yor\d the point indicated in·each successive.·insp\3ctioriwithout'ffrst,obtainir\_g the approval dfthe inspector. · ' . . ADOITI_ONAI-, .NOTES ,-'\' oN. ·.::.,'-"-A~ r . .-. . &-.L54-Me. "-, ., ~ 1' Inspection List Permit#: CB112628 Type: Tl COMM Date Inspection Item Inspector Act 04/10/2013 89 Final Combo MC Fl 04/10/2013 92 Compliance Investigation 03/20/2013 89 Final Combo 02/25/2013 11 Ftg/Foundation/Piers 02/21/2013 92 Compliance Investigation 02/18/2013 18 Exterior Lath/Drywall MC MC MC MC 02/15/2013 14 Frame/Steel/Bolting/Weldin PY 02/14/2013 14 Frame/Steel/Bolting/Weldin PY 02/13/2013 17 Interior Lath/Drywall MC 02/13/2013 18 Exterior Lath/Drywall MC 02/13/2013 34 Rough Electric MC 02/13/2013 84 Rough Combo MC 02/12/2013 39 Final Electrical MC 02/12/2013 49 Final Mechanical MC 02/08/2013 14 Frame/Steel/Bolting/Weldin MC 02/07/2013 17 Interior Lath/Drywall MC 02/06/2013 14 Frame/Steel/Bolting/Weldin MC 02/06/2013 34 Rough Electric 02/06/2013 89 Final Combo 01/31/2013 89 Final Combo 01/29/2013 39 Final Electrical 01/29/2013 49 Final Mechanical 01/28/2013 23 Gas/Test/Repairs 01/28/2013 23 Gas/Test/Repairs 01/28/2013 39 Final Electrical 01/28/2013 49 Final Mechanical 01/25/2013 23 Gas/Test/Repairs 01/23/2013 17 Interior Lath/Drywall 01/23/2013 17 Interior Lath/Drywall 01/22/2013 34 Rough Electric 01/17/2013 34 Rough Electric 01/15/2013 17 Interior Lath/Drywall 01/15/2013 34 Rough Electric 01/10/2013 34 Rough Electric 01/10/2013 89 Final Combo 01/09/2013 17 Interior Lath/Drywall 01/09/2013 34 Rough Electric 01/08/2013 34 Rough Electric 01/08/2013 39 Final Electrical Thursday, April 11, 2013 MC MC MC MC MC MC MC MC MC MC MC MC MC PY MC MC MC MC MC MC MC MC RI PA co PA AP AP PA PA co PA co PA PA AP PA PA PA PA PA PA PA PA co PA PA CA PA PA PA AP PA PA PA PA PA PA PA PA MARRIOTT RES INN-RECONFIGURE 1,064 SF OF GUEST COMMON AREA AND Comments ADA ROOM INSP NOT PER PLAN 1ST FLOOR ROOM FINALS EXCEPT 155, 156 & FITNESS RM. FITNESS RM & RM 154 BASE LAYER HARD LID, RM 155 ONLY INCOMPLETE, NEW DRY ROT DISCOVERED RM 155 ONLY T-GRID GFI AT RM 143,145,148-154 RM 143,145, 148-154 FITNESS RM WALLS FITNESS CENTER WALLS FITNESS CENTER FITNESS CENTER GFI & MECH., 1ST FLOOR RM 137- 142, 144 NEED FIRE APPROVAL FOR OCCUPANCY OF RMS 111-114,117-125 1ST FLOOR GFI TEST, RMS 127,129-132 1ST FLOOR, RM 127,129-132 2ND STOP 1ST STOP 1ST FLOOR, RMS 111-114,117-125 1ST FLOOR, RMS 111-114,117-125 PER CONTRACTOR, RAIN 2ND STOP, BASE LAYER 1ST STOP, BASE LAYER 1ST FLOOR ROOMS, SEE CARD BASE LAYER HARD LID, SEE CARD SEE CARD 1 ST FLOOR ROOMS 2ND FLOOR, RMS 211-232 OK FOR OCCUPANCY PENDING FIRE DEPT. APPROVAL HARD LID BASE LAYER, 1ST FLOOR ROOMS, SEE CARD 1 ST FLOOR ROOMS, SEE CARD 1 ST FLOOR ROOMS, SEE CARD 2ND FLOOR ROOMS, SEE CARD Page 1 of 3 01/08/2013 49 Final Mechanical MC PA 2ND FLOOR ROOMS, SEE CARD 01/03/2013 39 Final Electrical MC PA 2ND FLOOR ROOMS, SEE CARD 01/03/2013 49 Final Mechanical MC PA 2ND ROOMS, SEE CARD 12/31/2012 34 Rough Electric MC PA 1 ST FLOOR ROOMS, SEE CARD 12/31/2012 39 Final Electrical MC NR 12/27/2012 34 Rough Electric MC PA 2ND FLOOR ROOMS, SEE CARD 12/24/2012 34 Rough Electric MC PA 2ND FLOOR ROOMS, SEE CARD 12/21/2012 39 Final Electrical PY PA 12/20/2012 17 Interior Lath/Drywall MC PA 2ND FLOOR RMS BASE LAYER, SEE CARD 12/20/2012 39 Final Electrical MC AP 2ND FLOOR RMS, SEE CARD 12/17/2012 17 Interior Lath/Drywall MC PA BASE LAYER, 2ND FLOOR RMS 12/14/2012 17 Interior Lath/Drywall MC co 12/14/2012 34 Rough Electric MC PA 2ND FLOOR ROOMS, SEE CARD 12/12/2012 34 Rough Electric MC PA 2ND FLOOR ROOMS, SEE CARD 12/07/2012 17 Interior Lath/Drywall PY PA 12/07/2012 34 Rough Electric PY PA 12/05/2012 34 Rough Electric MC PA 2ND FLOOR ROOMS, SEE CARD 12/03/2012 17 Interior Lath/Drywall MC PA 2ND FLOOR ROQMS, SEE CARD 12/03/2012 34 Rough Electric MC PA 2ND FLOOR ROOMS, SEE CARD 11/30/2012 92 Compliance Investigation MC PA 3RD FLOOR, RMS 311-324, OK TO OCCUPY 11/29/2012 34 Rough Electric MC PA 2ND FLOOR, SEE CARD 11/19/2012 92 Compliance Investigation MC PA OK TO OCCUPY 1ST FLOOR LOBBY, BUFFET/DINING, 3RD FLOOR RMS 336- 358 ONLY 11/16/2012 92 Compliance Investigation MC PA RM 347-358, GFI OK 11/09/2012 44 Rough/Ducts/Dampers PY AP 11/06/2012 15 Roof/Reroof MC AP ENTRY ROOF 11/01/2012 14 Frame/Steel/Bolting/Weldin MC PA EXISTING UPPER ROOF MODS 11/01/2012 92 Compliance Investigation MC PA ADA AT ENTRY 10/31/2012 14 Frame/Steel/Bolting/Weldin MC co OVERSTACK AT ENTRY 10/29/2012 92 Compliance Investigation MC PA ADA AT ENTRY 10/22/2012 14 Frame/Steel/Bolting/Weldin MC PA EXTERIOR COLUMNS 10/22/2012 17 Interior Lath/Drywall MC PA 3RD FLOOR ROOMS 10/22/2012 34 Rough Electric MC PA 3RD FLOOR RMS, SEE CARD 10/18/2012 17 Interior Lath/Drywall MC PA 1ST FLOOR, HEARTH RM 10/18/2012 34 Rough Electric MC PA 3RD FLOOR, RMS 10/17/2012 17 Interior Lath/Drywall MC PA STUDY/BUFFET 10/17/2012 34 Rough Electric MC PA HEARTH ROOM 10/16/2012 17 Interior Lath/Drywall MC PA LOBBY SOFFIT 10/16/2012 34 Rough Electric MC PA 1ST/3RD FLR. SEE CARD 10/15/2012 17 Interior Lath/Drywall MC PA SEE CARD 10/15/2012 18 Exterior Lath/Drywall MC WC 10/15/2012 68 Fireplace/Tie Straps MC WC 10/12/2012 14 Frame/Steel/Bolting/Weldin PY PA 10/12/2012 17 Interior Lath/Drywall PY PA 10/11/201214 Frame/Steel/Bolting/Weldin PY PA 10/11/2012 17 Interior Lath/Drywall PY PA 10/10/2012 17 Interior Lath/Drywall MC PA 10/10/2012 34 Rough Electric MC PA 3 RD FLR SEE CARD 10/09/2012 14 Frame/Steel/Bolting/Weldin MC PA 1 ST FLR, STUDY Thursday, April 11, 2013 Page 2 of3 10/09/2012 17 Interior Lath/Drywall MC PA 3RD FLR SEE CARD 10/05/2012 17 Interior Lath/Drywall MC NS 10/04/2012 11 Ftg/Foundation/Piers MC PA COLUMN 10/04/2012 3.1 Underground/Conduit-Wirin MC AP SEE CARD 10/03/2012 31 Underground/Conduit-Wirin MC co 10/03/2012 84 Rough Combo MC co 09/28/2012 11 Ftg/Foundation/Piers PD AP 09/11/2012 34 Rough Electric MC AP RM 159 09/11/2012 44 Rough/Ducts/Dampers MC AP RM 159 09/10/2012 89 Final Combo. MC co ONGOING 09/05/2012 34 Rough Electric PY AP 08/29/2012 34 Rough Electric MC WC 08/29/2012 92 Compliance Investigation MC PA Thursday, April 11, 2013 Page 3 of 3 (lTY or ~ © RECORD COPY fire Department www.carlsbadca.gov ~ December 4, 2012 KR Commercial interiors 754 North Batcwia Street Orange, CA 92868 Attn: Mr. Dennis Rogers, Sr. Project Manager Subject: NOTICE OF REQUIREMENT Mr. Rogers, City of Carlsbad DEC O 6 2012 BUILDING DIVISION This letter is intended to assist you and your staff in ach1ev1ng compliance and ultimately Final approval of the work compfeted by KR Commercial Interiors at the Residence lnn {Marriott) located at 2000 Faraday Avenue, Carlsbad, CA. As you and I along with Mr. Juan Tapia discussed the matter of wha: defines r1dequc1te Illumination of Means of Egress, I was left with the imprc~ssion that you and your staff understood rny insistance on providing adequate lighting and that further cxplaination may be necessary for your dient. And as we discussed the the methodology or manner in which we achieve this most important el0ment of creating ana maintaining a safe environment for guest 10 our community may be something not encountered by you and your staff in other jurisdfctions. As I demonstrated to you and Mr. Tapia yesterday the use of an electronic digital ligl'1', meter thac can measure illumination or light waves down to hundreths of a foot-candle or thou'.;:;;·,dst:1 of a Lux is to ensure that when a project such i'lS this is signed off as complete by myself, that ! have exercised my due diliget1ce in ensuring that this project is fit to inhabit. To thal po[nt ! wanl to address two specific areas we discussed yesterday, Illumination of Means of Egress under noraml and emergency conditions. Under normal operating conditions illumination of means of egress shall be provided ir. accordance with Section 7.-S of the California Electric3l Code (CEC) for every building and structure where required in Chapter 11 through Chapter 42. For the·purposes of this requirement, exit access shall it:dude only deslgnated stairs, aisles, corridors, ra:nps, and pass<1geways leading to an exit. Foi"tl,e purposes of this r<:quirerrn1nt, exit discharge sha,! include oniy designated stairs, t1islcs, corridors, ranps, wBlkw,:ys, and e:xit pa~sngcways lc;_;ding to a public way. fhc floor$ and other walking surfaces within an exit and within the portions of the 0xlt access and exit d1sch&rge desierizirnd by 7.8.1.J. shall be illuminated as follows: During conditions of stair use, the minimum ifluminotion for new stairs shafi be at leost 10 ft-candle {108 !ux}, measured at the wafkir,g surfaces. Th? minimum i!fuminatfon for ffoor'S and wolking surfaces, other than nm,v .st:airs during conditions of stair use, shot! be to values of at least 1 ft-candle {10.8 tux), measured at the f!oor. ?½.> fire Prevention ':,,,i!<ry-·----------------"---------------------------. ':'f' 1635 Faraday Avenu0, Carlsbad, CA 92003-7314 r 760-602-4665 F 760-602-8561 ~ ) What ! encountered when I first me;.isured the existing lighting under normal condih')nS varied from area to ari'oa and corridor to corridor. The light measureci at rhe floor var[cd from .06 fr: to 4.8fc. And as l '.;tated to Mr. T.ipia the code requires H minimum of lfc under normal conditions the entirn length of the path of egress. The shadowing and ;1ght absorption created during this latest ·enovation has ncrnssii:med v Notice of Requir2mentto be fssJed. ilh.nnination sha!l be arranged so that the failure of any single lighting unit does not result in an · i!lumination level of less than 0.2 ft-cand!e (2.2 lux} in any designated nrea. The equipment or units installed to meet the requirements of CEC Section 7 .10 also shall bt, permitted to serve the function of illumination of meuns of egress, provided that al! requiremr--nts of CEC Section 7.8 for such l!lumimition nre met. The change in the lamps made by KRC!, from 2400k to 4100k has satisfied these requirements and effectively eliminated mo.st if nnt al! of :he shadowing and light absorption problems encountered. The i;;sues encounl ered during my testing of the lighting system under emergenc, conditions prPSen~s what! hope are not insurmountable issues but are going to require a high ievel of effort to remedy. Emergency illumination shall be prov•d.2d for not less than 1-1/2 hours in the event or fallure of norm3l light;ng. Emergency lighting facilities shall be arr,:inged to provide initial illumination that is not less than an average of 1 ft-candle (10.8 lux) anC:, at ,my point, not less than 0.1 f~-candle (1.1 lux) nH:iasured a!ong the path of egress at floor leveL lnum1notion levels shDH be permitted to dedfnc to not less than an average of 0.6 ft-candre (6.5 lux) and, at any point. not less than of 0.06 ft-candle (0.65 !ux) at the end of the 1-1/2 hours. ' When I conducted my testing of the emergency lighting I measured light ranging from 0.00fc to 1.40fc To remedy this failing system, under Mr. Tapla's directions an additional emcrger :y Hght fixt11re was added in th~: area in which l conducted mv test. The addition of the one emargency fixture rem0.died the one area of weatest concern but the remaining corridors and exit sta;rwel!s Bn? stil! belcw the required measured light and shall requir0. the addition of additionar emergency fixtures, bat:ery packs or emergency ballast to existing fixtcircs. fhe testlng of the corridors and exit :.t2irs here forward wit! be conductec by rne until project conclusion. The lighting of the Means of Egress shall be conduclecl utilizing a calibrated digital light meter. Measurements shall be taken 2t the floor ;,long the centeriine of each corridor at len foot intervals along the entire length of ~~uch corridor and enclosed exit stair. l shall expc,ct that the lighting when tested will meet or exceed the re'-luirements under norma: cond1tlons and under emergency conditio'1s zilong the path o; egress from all gucstroorns. Respectfully, 6:t)f~ Deputy Fire Marshal Carbbad Fire Department EsGil Corporation In (J?artnersliip witli government for <Bui{aing Safety DATE: 4/18/2012 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 112628 PROJECT ADDRESS: 2000 Faraday Avenue SET: III CJ APPLICANT ~ CJ~EVIEWER CJ FILE PROJECT NAME: Residential Inn Marriott Guestroom & Public Space Renovation ~ The plans transmitted herewith have been corrected where· necessary and substantially comply . with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Email: Fax#: Mail Telephone Fax In Person ~ REMARKS: City to field verify that the existing parking, path of travel and remodel bathrooms comply with all the current disabled access requirements. By: Glen Adamek for David Yao EsGil Corporation 0 GA O EJ D PC 4/10/2012 Enclosures: 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In <Partnersfzip witfz government for (}Jui(aing Safety DATE: 3/22/2012 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 112628 SET: II ~PP-~NT JU RfS____:) CJ PLAN REVIEWER CJ FILE PROJECT ADDRESS: 2000 Faraday Avenue PROJECT NAME: Residential Inn Marriott Guestroom & Public Space Renovation D D D D D 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 Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Scot McGill-ACM Architects 1045 14th Street, Suite 100 San Diego, CA 92101 EsGil Corporation staff did not advise the applicant that the plan check has been completed. IX] EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Scot McGill Telephone#: 619-398-3494 Date contacted: 3-Z-z.....-1-z_. (by: D\2--) Email: scot@acm-architects.com Fax#: !:;-Mail vTelephone / Fax In Person D REMARKS: By: David Yao Enclosures: EsGil Corporation IZI GA D EJ D PC 3/15 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 112628· 3/22/2012 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. 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: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. · 2. 1;3ring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Plan!ling, Engineering and Fire Departments until review by EsGil Corporation is complete. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply as follows: 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. Show a path of travel from the handicapped parking space to the remodel area complies with all the current disabled access requirements. Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. City to field verify that the existing parking, path of travel and remodel bathrooms comply with all the current disabled access requirements. City of Carlsbad 112628 3/22/2012 PLUMBING AND MECHANICAL CORRECTIONS + PLAN REVIEW NUMBER: 112628 PLAN REVIEWER: Glen Adamek SET: II GENERAL AND ARCHITECTURAL PME ITEMS 1. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just .be.fore the permits are to be issued. 2. Please clearly show the existing use of the Mechanical Room 160. Note on sheet M3.1 states (Demolition plan): "No piping, boilers, chillers, or other mechanical equipment located in this room." Please clearly show what was removed for the Mechanical Room 160. (Piping, Boilers, and/or chillers or other mechanical equipment?) PLUMBING (2010 CALIFORNIA PLUMBING CODE) 4. Still no plumbing plans provided detailing the proposed plumbing as per the response provided. Please address the following: Please provide plumbing plans for proposed plumbing to be removed, relocated and or removed. A) Detail the material for the condensate drain piping from new PTAC units. B) Please detail the new Public Restroom Lavatories and faucets on the plumbing plans. C) Describe the method of compliance for temperature limitations for the public use lavatories (limited to 110 degrees). Note: The water heater thermostat may not be used for compliance with this Code section. CPC 413. Energy Standards 113(C)3. Show the tempering valves for each new lavatory. D) The proposed Plumbing Fixture Schedule must be included on the signed and sealed plumbing plans. 5. A complete plumbing review will be done when plumbing plans are provided. MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) The mechanical plans substantially comply with the jurisdiction's building codes. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. EsGil Corporation In Partnersnip witn government for (}Jui(aing Safety DATE: 12/27/2011 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 112628 SET: I D APPLICANT 0~ D PLAN REVIEWER D FILE PROJECT ADDRESS: 2000 Faraday Avenue PROJECT NAME: Residential Inn Marriott Guestroom & Public Space Renovation D D D D 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 Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Scot McGill-ACM Architects 1045 14th Street, Suite 100 San Diego, CA 92101 EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Scot McGill ( -.J • t-1) Telephone #: 619-398-3494 Date contacted: 1i..lz_ 1-! t 1 (by: ~ ) Email: scot@acm-architects.com Fax #: t Mail/ Telephone.....----Fax In Person D REMARKS: By: David Yao Enclosures: EsGil Corporation ~ GA ~ EJ O PC 12/19 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 112628 12/27/2011 PLAN REVIEW CORRECTION LIST MULTI-FAMILY PLAN CHECK NO.: 112628 OCCUPANCY: R-1 TYPE OF CONSTRUCTION: V-lhr? ALLOWABLE FLOOR AREA: ? SPRINKLERS?: Y REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 12/27/2011 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad USE: Hotel ACTUALAREA: 86602 STORIES: 3 HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 12/19 PLAN REVIEWER: David Yao This plan review is limited to the technical requirements contained in 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 ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 201 O edition of the California Building Code (Title 24), which adopts the following model codes: 2009 IBC, 2009 UPC, 2009 UMC and 2008 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2009 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 112628 12/27/2011 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: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • PLANS 1. Provide a statement on the Title Sheet of the plans, stating that this project shall comply with the 201 O California Building Code, which adopts the 2009 IBC, 2009 UMC, 2009 UPC and the 2008 NEC. • SITE PLAN 2. Provide a fully dimensioned site plan drawn to scale. Section 107.2. Include the following: a) Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. b) North arrow. c) Property lines/easements. d) Streets/alleys. e) Existing and proposed buildings and structures. 3. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan." 4. Clearly designate any side yards used to justify increases in allowable area based on Section 506.2. (60 foot yards on three sides) 5. • FIRE-RESISTIVE CONSTRUCTION Provide details on the plans for the fire-resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, column and beam assemblies, etc. Be sure to list with each detail the basis of approval (U.L. listing number, ICC research report, etc.). Please clearly shows on the plan how the new roof/ceiling is 1 hr? New 1 hr wall? Reference? City of Carlsbad 112628 12/27/2011 • GENERAL RESIDENTIAL REQUIREMENTS 6. Show locations of permanently wired smoke alarms with battery backup in Group R-1 occupancies as follows (Section 907.2.11.1): a) Inside each bedroom. b) In every room in the path of the means of egress from the sleeping area to the door leading from the guestroom or suite .. c) In each story within the guestroom or suite, including basements. NOTE: Where more than one smoke alarm is required to be installed within a unit, the smoke alarms shall be interconnected in such a manner that the activation of one alarm will activate all of the alarms in the unit. Section 907.2.11.3. 7. In dwelling units within which fuel-burning appliances are installed (and in dwelling units having attached garages), show the locations of permanently wired carbon monoxide alarms with battery backup, per Section 420.4: a) Outside each separate sleeping area in the immediate vicinity of the bedrooms. b) On each story, including basements. + NOTE: When more than one carbon monoxide alarm is required to be installed, the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all of the alarms in the unit. 8. When alterations, repairs or additions are proposed for dwelling units within which fuel-burning appliances are installed (and in dwelling units having attached garages), the dwelling unit shall be provided with carbon monoxide alarms located as required for new dwellings; the carbon monoxide alarms shall be interconnected and hard wired. Exception: Carbon monoxide alarms in existing areas need not be interconnected and hard wired where the alterations or repairs do not result in the removal of interior wall or ceiling finishes exposing the structure, unless there is an attic, crawl space, or basement available which could provide access for hard wiring and interconnection without the removal of interior finishes. Section 420.4. ROOFS 9. Specify roof slope on the plans. 10. Specify on the plans the following information for the roof materials, per Section 1506.3: a) Manufacturer's name. b) Product name/number. City of Carlsbad 112628 12/27/2011 c) ICC approval number, or equal. FIRE EXTINGUISHING 11. Indicate on the plans whether the sprinkler system is the residential type (13-R). If so, exceptions to, or reductions in code requirements allowed because of the installation of an automatic fire-extinguishing system are NOT permitted. For example, Section 506.3 allows area increases only if the sprinkler system complies with Section 903.3.1.1 (not 903.3.1.2, which is the 13-R section). • MISCELLANEOUS LIFE/SAFETY 12. Where columns are required to be fire-resistance rated by any provisions of the code, the entire column shall be provided individual encasement protection on all sides for the full column length. Section 704.2. reference detail? ACCESSIBILITY 13. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. • STRUCTURAL 14. Provide calculation to show beam 82-6x14 is adequate. 15. Provide input and ~utput data for RISA program for the column analysis. • ADDITIONAL 16. Please refer to the following corrections for mechanical, plumbing, electrical and energy items. 17. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 18. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. • Have changes been made to the plans not resulting from this correction list? Please indicate: Yes D No D 19. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of City of Catlsbad 112628 12/27/2011 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 Corporation. Thank you. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 The following disabled access items are taken from the 2010 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. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. • REMODELS, ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply as follows: a) The area of specific alteration, repair or addition must comply as "new" construction. b) 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. Show a path of travel from the· handicapped parking space to the remodel area complies with all the current disabled access requirements. c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. d) Existing drinking fountains (if any) must be shown to comply with all accessibility features. e) Existing public telephones (if any) must be shown to comply with all accessibility features. City bf Carlsbad 112628 12/27/2011 PLUMBING AND MECHANICAL CORRECTIONS + PLAN REVIEW NUMBER: 11-2628 PLAN REVIEWER: Glen Adamek SET: I GENERAL AND ARCHITECTURAL PME ITEMS 1. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. 2. Please clearly show what was removed for the Mechanical Room 160. (Piping, Boilers, and/or chillers or other mechanical equipment?) 3. Correct all the notes on the title sheet of the plans to show the correct codes. The following are the correct current Codes: a) The 2010 edition of the California Building Code (CBC) adopts the 2009 International Building Code (IBC) and the 2010 California Amendments. b) The 2010 edition of the California Electrical Code (CEC) adopts the 2008 National Electrical Code (NEC) and the 2010 California Amendments. c) The 2010 edition of the California Mechanical Code (CMC) adopts the 2009 Uniform Mechanical Code (UMC) and the 2010 California Amendments. d) The 2010 edition of the California Plumbing Code (CPC) adopts the 2009 Uniform Plumbing Code (UPC) and the 2010 California Amendments. e) The 2010 edition of the California Fire Code (CFC) adopts the 2009 International Fire Code (IFC) and the 2010 California Amendments. f) The 2008 edition of the California Energy Efficiency Standards. PLUMBING (2010 CALIFORNIA PLUMBING CODE) 4. Please provide plumbing plans for proposed plumbing to be removed, relocated and or removed. 5. A complete plumbing review will be done when plumbing plans are provided. MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 6. Please provide the cut-sheets and installation instructions for the proposed new HVAC equipment. 7. . When this building was constructed and being near the airport a Acoustical Report seems to have been required. Mechanical ventilation and outside air seems to be need. Natural ventilation as shown in the energy design does not City of Carlsbad 112628 12/27/2011 seem to be acceptable. Please provide the existing Acoustical Report or data showing no mechanical ventilation is required. If this project is in a noise compliant area of the City that requires an Acoustical Report, please provide it (the Acoustical Report) for plan check. Add an outside air design, if required. CBC 1207.11 8. Please provide the cut-sheets and installation instructions for the proposed new HVAC equipment. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2010 CALIFORNIA ELECTRICAL CODE) 1. Include the existing PTAC (room mechanical unit equipment) specifications (for comparisons with new loads). Note: If you have any questions regarding this Electrical and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. END OF DOCUMENT City of Ca"rlsbati 112628 12/27/2011 [DO NOT PAY-THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao BUILDING ADDRESS: 2000 Faraday Avenue PLAN CHECK NO.: 112628 DATE: 12/27/2011 BUILDING OCCUPANCY: R-1 TYPE OF CONSTRUCTION: V-lhr BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier remodel & addition hotel Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance I "" I Plan Check Fee by Ordinance I ,.. I Type of Review: 0 Complete Review 0 Repetitive Fee xJ Repeats Comments: D Other D Hourly EsGil Fee Reg. VALUE ($) Mod. per city 0 Structural Only 57,473 57,473 $489.821 $318.381 $274.301 Sheet 1 of 1 macvalue.doc + -. ~ ~ CITY OF CARLSBAD BUILDING PLANCHECK - CHECKLIST E-36 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov ENGINEERING Plan Check for CB 11-2628 Review# 1 Date: December 20, 2011 Project Address: 2000 FARADAY AVENUE APN: 212-120-27-00 Project Description: TENANT IMPROVEMENT •• RECONFIGURE 1,064 SF OF GUEST Valuation: 57,473 COMMON AREA & EXERCISE RM, ADD 330 SF MET AL FRAMED ENTRY ROOF CANOPY, REPLACE GUESTROOM VTAC UNITS, DECORATIVE LIGHTING AND DOORS THROUGHOUT ENGINEERING Contact: Linda Ontiveros Phone: 760-602-2773 Email: linda.ontiveros@carlsbadca.gov Fax: 760-602-1052 Any outstanding issues will be marked with I X I. Please make the necessary corrections to the plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specification to the Building division for resubmittal to the Engineering Division. Items that conform to permit requirements are marked with [lJ ATTACHMENTS: D Engineering Application D Storm Water Form D Right-of-Way Application/Info. Sheet D Reference Documents r .. -··-··-··-··-··-·-·-··--:-··-··-··-··-·· ...... ··-··-·-·-·-·-··-··1 OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT DATE: 1.2/,t-o/1 / BY: Rl;MARKS: Notification Qf Engineering APPROVAL has been sent to via on E-36 Page 1 of 6 REV 4/30/11 CB 11-2628 TENANT IMPROVEMENT TENANT IMPROVEMENT E-36 1. SITE PLAN Provide a fully dimensioned site plan dr!iwn to scale. D D D D D D Show: D North arrow D Existing & proposed structures D Existing street improvements D Property lines (show all dimensions) 0Easements D Right-of-way width & adjacent streets Show on site plan: D D Drainage patterns D D D D Review# 1 D Driveway widths D Existing or proposed sewer lateral D Existing or proposed water service Submit on signed approved plans: DWG No. D D Building pad surface drainage must maintain' a minimum slope of one percent towards an adjoining street or an approved drainage course, · D LJADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". D D Existing & proposed slopes and topography D LJSize, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. D D Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: D m Site address D [l] Assessor's parcel number D m Legal description/lot number D D For commercial/industrial buildings and•tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. D D Show all existing use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: LOT 49 / MAP 118110 Subdivision/Tract: CT 82-24 UNIT 3 Reference No(s): CB972641/DWG3622 Page 2 of 6 D REV 4/30/10 cs·11-2s2s E-36 Review# 1 2. DISCRETIONARY APPROVAL COMPLIANCE [:=] [lJ Project does not comply with the following engineering conditions of approval for project no.: NA 3. DEDICATION REQUIREMENTS D D Dedication for all street rights-of-way adjacent to the building site ·and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 20,000.00 , pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605.00. · D m Dedication required as follows: NA (DEDICATED PER MAP 11810) 4. IMPROVEMENT REQUIREMENTS CJ D All needed public improvements upon and adjacent to the building site must be constructed. at time of building construction whenever the value of the construction exceeds $100.000.00, pursuant to Carlsbad Municipal Code Section 18.40.040. D m Public improvements required as follows: NA (DWG 362·2) D D Construction ?f the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ 441 GO so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. D [Z] Future public improvements required as follows: NA Page 3 of 6 REV6/30/10 CB 11-2628 E-36 Review# 1 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. D Olnadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be !ncluded on the plans. If no grading is proposed write: "NO GRADING" D D Grading Permit required. NOTE: The grading permit must be issued and rough grading approval obtained prior to issuance of a building permit. D D Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector · per the attached list. The inspector will then provide the engineering counter with a release for the building permit.. D [Z] No g.rading permit required. D D Minor Grading Permit required. See attached marked-up submittal checklist for project- specific requirements. 6. MISCELLANEOUS PERMITS D [ZJRIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. D D Right-of-way per~it required for: Page 4 of 6 REV 6/30/10 CB 11-2628 E-36 Review# 1 7. STORM WATER Construction Compliance D m Project Threat Assessment Form complete. D D Enclosed Project Threat Assessment Form incomplete. D D Requires Tier 1 Storm Water Pollution Prevention Plan. Please complete attached form and return (SW ) D D Requires Tier 2 Storm Water Pollution Prevention Plan. Requ_ires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development (SUSMP) Compliance D m Storm Water Standards Questionnaire complete. D D Storm Water Standards Questionnaire incomplete. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. D D Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. http://www.carlsbadca.gov/business/building/Documents/EnqStandsw-stds-vol4-ch2.pdf D D Project needs to incorporate low impact development strategies throughout in one or more of the following ways: D Rainwater harvesting (rain barrels or cistern) D Vegetated Roof D Bio-retentions cell/rain garden D Pervious pavement/pavers . D Flow-through planter/vegetated or rock drip line D Vegetated swales or rock infiltration swales D Downspouts disconnect and discharge over landscape Other: Page 5 of 6 REV 4/30/10 CB 11-2628 EXISTING E-36 Review# 1 9. WATER METER REVIEW . Domestic (potable) Use DD· DD• 8. FEES DD DD DD om Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be¾". Required fees have been entered in building permit. Drainage fee applicable Added square feet Added square footage in last two years? Dyes D no Permit No. Permit No. Project built after 1980 Dyes D no Impervious surface > 50% Dyes D no Impact unconstructed facility Dyes D no Fire sprinklers required Dyes D no (is addition over 150' from center line) Upgrade D yes Ono No fees required 10. Additional Comments GUESTROOM AND PUBLIC SPACE RENOVATION WITHIN AN EXISTING HOTEL/RESIDENCE INN. WORK AT ENTRY CONSIDERED TO BE BE SIMILAR TO A PATIO/DECK· NO THREAT CRITERIA FOR STORM WATER ASSESSMENT FORM B-24. Page 6 of 6 REV 4/30/10 «~JP; ~ CITY OF CARLSBAD STORM WATER COMPLIANCE ASSESSMENT 8-24 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov I am applying to the City of Carlsbad for the following type(s) of construction permit: i Building Permit D Right-of-Way Permit D My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types: Patio/Deck Photo Voltaic Re-Roofing Sign Spa-Factory Sprinkler Electrical Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Water Discharge Project Storm Water Threat Assessment Criteria* No T sessment Criteria y p oject qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it meets the "no threat" assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level. My project does not meet any of the High, Moderate or Low Threat criteria described below. r· 1 L w Threat Assessment Criteria y project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project eels one or more of the following criteria: Results in some soil disturbance; and/or • Includes outdoor construction activities (such as saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling). Tier 2 -Moderate Threat Assessment Criteria 0 My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria: • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturbed area is localed along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse, and/or • Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 lhrough April 30). Tier 3 -Significant Threat Assessment Criteria 0 My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or D My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas: or, 0 My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). I certify to the best of my knowledge that the above checked statements are true and correct. I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards. Project Address: Assessor Parcel No. 'The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher Construction SWPPP Tier Level is warranted. B-24 ~o~ Page 1 of 1 '2-/Z • /'ZIJ • 27· o tJ Title: 'l',rJtJHdEc-t Project ID: Rev.03/09 ~~ ¥ CITY OF CONSTRUCTION THREAT ASSESSMENT WORKSHEET FOR DETERMINATION OF PROJECT'S PERCEIVED THREAT TO STORM WATER QUALITY E-33 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov CARLSBAD Construction Perceived SWPPPTier Construction Threat Assessment Criteria* Threat to Storm Water Level Quality Tier 3 -High Construction Threat Assessment Criteria D Project site is 50 acres or more and grading will occur during the rainy season 0 Project site is 1 acre or more in size and is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA High D Soil at site is moderately to highly erosive (defined as having a predominance of soils with Tier3 D USDA-NRCS Erosion factors kf greater than or equal to 0.4) Site slope is 5 to 1 or steeper D Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 D through April 30). Owner/contractor received a Storm Water Notice of Violation within past two years Tier 3 -Medium Construction Threat Assessment Criteria Medium D All projects not meeting Tier 3 High Construction Threat Assessment Criteria Tier 2 High Construction Threat Assessment Criteria D Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA D Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kf greater than or equal to 0.4) High D Site slope is 5 to 1 or steeper Tier2 D Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). D Owner/contractor received a Storm Water Notice of Violation within past two years D Site results in one half acre or more of soil disturbance Tier 2 -Medium Construction Threat Assessment Criteria .. 0 All projects not meeting Tier 2 High Construction Threat Assessment Criteria ,,...,_, ..... ,11 Tier 1 -Medium lns12ection Threat Assessment Criteria 0 Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, within or directly adjacent to an environmentally sensitive area (ESA) or discharges directly to an ESA D Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kf greater than or equal to 0.4) Medium D Site slope is 5 to 1 or steeper Tier 1 D Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). D Owner/contractor received a Storm Water Notice of Violation within past two years D Site results in one half acre or more of soil disturbance .. TiJ 1 -Low lnsoection Threat Assessment Criteria Low ll,... All projects not meeting Tier 1 Medium Construction Threat Assessment Criteria f empt -Not Applicable -Exempt *The city engineer may authorize minor variances from the construction threat assessment criteria in special circumstances where it can be shown that a lesser or higher amount of storm water compliance inspection is warranted in the opinion of the city engineer E-33 Page 1 of 1 REV 4/30/10 ~~ ¥ CITY OF CARLSBAD INSTRUCTIONS: STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Engineering Department 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov To address post-development pollutants that may be generated from development projects, the City requires that new development and significant redevelopment priority projects incorporate Permanent Storm Water Best Management Practices (BMP's) into the project design per the City's Standard Urban Stormwater Management Plan (SUSMP). Initially this questionnaire must be completed by the applicant in advance of submitting for a development application (subdivision, discretionary permits and/or construction permits). The results of the questionnaire determine the level of storm water standards that must be applied to a proposed development or redevelopment project. Depending on the outcome, your project will either be subject to 'Standard Stormwater Requirements' or be subject additional criteria called 'Priority Development Project Requirements'. Many aspects of project site design are dependent upon the storm water standards applied to a project. Applicant responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has responsibility for making the final assessment after submission of the development application. If staff determines that the questionnaire was incorrectly filled out and is subject to more stringent storm water standards than initially assessed by the applicant, this will result in the return of the development application as incomplete. In this case, please make the changes to the questionnaire and resubmit to the City. If applicants are unsure about the meaning of a question or need help in determining how to respond to one or more of the questions, they are advised to seek assistance from Land Development Engineering staff. A separate completed and signed questionnaire must be submitted for each new development application submission. Only one completed and signed questionnaire is required when multiple development applications for the same project are submitted concurrently. In addition to this questionnaire, applicants for construction permits must also complete, sign and submit a Project Threat Assessment Form to address construction aspects of the project. Please answer the questions below, follow the instructions and sign the form at the end. I 1. Is your project a significant redevelopment? DEFINITION: Significant redevelopment is defined as the creation, addition or replacement of at least 5,000 square feet of impeNious surface on an already existing developed site. Significant redevelopment includes, but is not limited to: the expansion of a building footprint; addition to or replacement of a structure; structural development including an increase in gross floor area and/or exterior construction remodeling; replacement of an impeNious surface that is not part of a routine maintenance activity; and land disturbing activities related with structural or impeNious surfaces. Replacement of impeNious surfaces includes any activity that is not part of a routine maintenance activity where impeNious material(s) are removed, exposing underlying soil during construction. If your project IS considered significant redevelopment, then please skip Section 1 and proceed with Section 2. If your project IS NOT considered significant redevelopment, then please proceed to Section 1. E-34 Page 1 of 3 REV 3/23/10 «,~P,; ~ CITY OF CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Engineering Department 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov !SECTION 1 NEW DEVELOPMENT PRIORITY PROJECT TYPE YES NO Does you project meet one or more of the following criteria: 1. Housing subdivisions of 10 or more dwelling units. Examples: single family homes, multi-family homes, x condominium and apartments 2. Commercial -greater than 1-acre. Any development other than heavy industry or residential. Examples: hospitals; laboratories and other medical facilities; educational institutions; recreational facilities; municipal facilities; commercial 'I nurseries; multi-apartment buildings; car wash facilities; mini-malls and other business complexes; shopping malls; hotels; office buildinQs; public warehouses; automotive dealerships; airfields; and other liQht industrial facilities. 3. Heavy Industrial I Industry-greater than 1 acre. Examples: manufacturing plants, food processing plants, metal --1.. working facilities, printing plants, and fleet storage areas (bus, truck, etc.). 4. Automotive repair shop. A facility categorized in any one of Standard Industrial Classification (SIC) codes 5013, 'i 5014, 5541, 7532-7534, and 7536-7539 5. Restaurants. Any facility that sells prepared foods and drinks for consumption, including stationary lunch counters and refreshment stands selling prepared foods and drinks for immediate consumption (SIC code 5812), where the f land area for development is greater than 5,000 square feet. Restaurants where land development is less than 5,000 square feet shall meet all SUSMP requirements except for structural treatment BMP and numeric sizing criteria requirements and hydromodification requirements. 6. Hillside development. Any development that creates 5,000 square feet of impervious surface and is located in an I area with known erosive soil conditions, where the development will grade on any natural slope that is twenty-five percent (25%) or Qreater. 7. Environmentally Sensitive Area (ESA/1. All development located within or directly adjacent2 to or discharging X directly3 to an ESA (where discharges from the development or redevelopment will enter receiving waters within the ESA), which either creates 2,500 square feet of impervious surface on a proposed project site or increases the area of imperviousness of a proposed project site to 10% or more of its naturally occurring condition. 8. Parking Jot. Area of 5,000 square feet or more, or with 15 or more parking spaces, and potentially exposed to urban :;( runoff 9. Streets, roads, highways. and freeways. Any paved surface that is 5,000 square feet or greater used for the ~ transportation of automobiles, trucks, motorcycles, and other vehicles 10. Retail Gasoline Outlets. Serving more than 100 vehicles per day and greater than 5,000 square feet -L 11. Coastal Development Zone. Any project located within 200 feet of the Pacific Ocean and (1) creates more than :;( 2500 square feet of impermeable surface or (2) increases impermeable surface on property by more than 10%. 12. More than 1-acre of disturbance. Project results in the disturbance of more than 1-acre or more of land and is X considered a Pollutant-generating Development Project4 • .. . . 1 Environmentally Sens1t1ve Areas include but are not limited to all Clean Water Act Section 303{d} impaired water bodies; areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin {1994) and amendments); water bodies designated with the RARE beneficial use by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their equivalent under the Multi Species Conservation Program within the Cities and County of San Diego; and any other equivalent environmentally sensitive areas which have been identified by the Copermittees. 2 "Directly adjacent" means situated within 200 feet of the Environmentally Sensitive Area. 3 "Discharging directly to" means outflow from a drainage conveyance system that is composed entirely of flows from the subject development or redevelopment site, and not commingled with flow from adjacent lands. 4 Pollutant-generating Development Projects are those projects that generate pollutants at levels greater than background levels. In general, these include all projects that contribute to an exceedance to an impaired water body or which create new impervious surfaces greater than 5000 square feet and/or introduce new landscaping areas that require routine use of fertilizers and pesticides. In most cases linear pathway projects that are for infrequent vehicle use, such as emergency or maintenance access, or for pedestrian or bicycle use, are not considered Pollutant-generating Development Projects if they are built with pervious surfaces or if they sheet flow to surroundin ervious surfaces. Section 1 Results: .If you answered YES to ANY of the questions above your project is subject to Priority Development Project requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3. A Storm Water Management Plan, prepared in accordance with City Storm Water Standards, must be submitted at time of application. If you answered NO to ALL of the questions above, then your project is subject to Standard Stormwater Requirements. Please check the "does not meet PDP requirements" box in Section 3. E-34 Page 2 of 3 REV 3/23/10 '- «~~ ~ CITY OF CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Engineering Department 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov I SECTION 2 SIGNIFICANT REDEVELOPMENT Complete the questions below regarding your redevelopment project: YES NO 1. Project results in the disturbance of more than 1-acre or more of land and is considered a Pollutant-generating ~ Development Project (see definition in Section 1 ). If you answered NO, please proceed to question 2. , If you answered YES, then you ARE a significant redevelopment and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below. 2. Is the project redeveloping an existing priority project type? (Priority projects are defined in Section 1) 7' If you answered YES, please proceed to question 3. . If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS. Please check the "does not meet PDP requirements" box in Section 3 below. 3. Is the project solely limited to just one of the following: a. Trenching and resurfacing associated with utility work? b. Resurfacing and reconfiguring existing surface parking lots? C. New sidewalk construction, pedestrian ramps, or bike lane on public and/or private existing roads? d. Replacement of existing damaged pavement? If you answered NO to ALL of the questions, then proceed to question 4. If you answered YES to ANY of the questions then you ARE NOT a significant redevelopment and your project is subject to Standard Stormwater Requirements. Please check the "does not meet PDP requirements" box in Section 3 below. 4. Will your redevelopment project create, replace, or add at least 5,000 square feet of impervious surfaces on an existing development or, be located within 200 feet of the Pacific Ocean and (1 )create more than 2500 square feet of impermeable surface or (2) increases impermeable surface on the property by more than 10%? If you answered YES, you ARE a significant redevelopment, and you ARE subject to PRIORITY DEVELOPMENT PROJECT requirements. Please check the "meets PRIORITY DEVELOPMENT PROJECT requirements" box in Section 3 below. If you answered NO, then you ARE NOT a significant redevelopment and your project is subject to STANDARD STORMWATER REQUIREMENTS. Please check the "does not meet PDP requirements" box in Section 3 below. I SECTION 3 Questionnaire Results: D My project meets PRIORITY DEVELOPMENT PROJECT (PDP) requirements and must comply with additional stormwater criteria per the SUSMP and must prepare a Storm Water Management Plan for submittal at time of application. My project does not meet PDP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the SUSMP. Applicant Information and Signature Box This Box for City Use Only Assessor's Parcel Number(s): 21z-120--,z.-:f-ao E-34 Page 3 of 3 REV 3/23/10 -d ·-~J -rb .l!! .l!l .l!l "' "' "' Cl Cl Cl (/) t'l CJ C) >, ~ >, ..c .c ;;:;; ~ ~ ,,,. tl -"' <> " Q) Q) Q) ..c .s:: .s:: u (..) (..) ,::: C: C: Jll "' "' a. a: a: !2J D D ·!2:l DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 11-2628 Address 2000 Faraday Avenue Planner Chris Sexton Phone ....,(7'--"6=0..._) -=-60=2=--4_,_6=2"""'4'--------- APN: 212-120-27 Type of Project & Use: new entry and renov of exist hotel Net Project Density:N/A DU/AC Zoning: C-M General Plan: .!:l Facilities Management Zone: .§ CFD (in/out} #_Date of participation: __ Remaining net dev acres: __ Circle One (For non-residential development: Type of land used created by this permit: ) Legend: [2J Item Complete @m Incomplete -_Needs your action Environmental Review Required: YES D NO D TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES D NO D TYPE -- APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: __ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES D NOD CA Coastal Commission Authority? YES D NO D If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Habitat Management Plan Data Entry Completed? YES D NO D If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds; Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES D NO D (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Housing Tracking Form (form P-20) completed: YES D NO D NIA D Rev 6/11 Site Plan: i:gJ D D i:gJ D D ODD _D~D (a)o D Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. Policy 44 -Neighborhood Architectural Design Guidelines 1. Applicability: YES D NO D 2. Project complies: YES D NOD Zoning; 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required __ Shown __ Required __ Shown __ Required __ Shown __ Required_. __ Shown __ Required __ Shown __ 2. Accessory structure setbacks: Front: Interior Side: Street Side: Rear: Structure separation: 3. Lot Coverage: 4. Height: Required __ Shown __ Required __ · Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ Required <35' Shown~'l0'' 5. Parking: Spaces Required ok no change Shown __ (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required __ Shown __ Additional Comments 1) Please show the height of the new canopy from existing grade to the very to of the cano on sheet A3.01. The Ian is not to scale. The hei ht cannot exceed 35 feet. OKTO ISSUE AND ENTERED APPROVAL INTO COMPUTER Rev 6/11 Carlsbad Fire Department Plan Review Requirements Category: TI, COMM Date of Report: 04-18-2012 Name: Address: Permit#: CBl 12628 SCOT MCGILL/ ACM ARCHITECTS STE 100 1045 14TH STREET SANDIEGO CA 92101 Job Name: MARRIOTT RES INN-_RECONFIGURE Job Address: 2000 FARADAY AV CBAD Reviewed by: INC6M~'FE,-.-,T.Ja.e..i~11..h.ave submitted for review is incomplete. At this time, this office cannot adequately conduct a review to dete~~NM~~appfl.caorgrom'?'an.clt0r-"S~ Please review carefully all comments taohetr.""Pre;e resubmit the necessary~"'an~k.OJJEecifications, with chaitg!s "clouded", to this offi~.;,;;;:~-rev1ew and approval. · """~-~..,.,,,,, ~ Conditions: ¾~ Cond: CON0005365 [MET] ** APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 04/18/2012 By: cwong Action: AP ;,. - Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 CORRECTION LIST 2 BLDG. DEPT COP,ge: 1 ot 3 Checked by: Daryl Kit James Plan Check Date: 3/19/2012 APPLICANT: Scot McGill JURISDICTION: Carlsbad Fire Department PROJECT NAME: Marriott Residence Inn PROJECT ADDRESS: 2000 Faraday Ave PROJECT DESCRIPTION: CB112628 4600 S.F. Floor sinks Kitchen Equip, Walls This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department applicable to the scope of work. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. INSTRUCTIONS: PLEASE ADDRESS REMAINING COMMENTS IN BLUE FONT • To expedite the recheck process, please note on this list (or copy) where each correction item has been addressed, i.e. sheet number, note number, detail number, legend number, etc Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. • Email a copy of comments from Esgll to kitfire@sbcglobal.net • Please direct any questions regarding this review directly to: Daryl K. James at 760-724-7001 or Email: kitfire@sbcglobal.net • PLEASE SEND OR DELIVER REVISED PLANS WITH NOTES TO COMMENTS DIRECTLY TO: DARYL K. JAMES -. - 205 COLINA TERRACE VISTA, CA 92084 IF PLANS ARE NOT SENT OR DELIVERED DIRECTLY TO DARYL K. JAMES IN VISTA, THE APPROVAL PROCESS WILL BE DELAYED. COMMENTS T1.0 Interior Finish Notes Note 12. Remove this note. Requirements for Group 1-2 and 1-3 Occupancies not applicable to this project. AO.O v List the Following Applicable Codes Listed on Sheet T2.0 2010 California Administrative Code 201 O California Building Code (CBC), Volumes 1 and 2 201 O California Electrical Code (CEC 201 O California Mechanical Code (CMG 201 O California Plumbing Code (CPC 201 O California Energy Code 201 O California Fire Code (CFC) Page: 2 of 3 .Oeferr~d Submittals ,/ List the following as deferred submittals Fire Sprinkler Plans 2010 CFC 901.2 & 2010 NFPA 13 Please revise code edition. Fire Alarm Plans 2010 CFC 907.1.1 & 2010 NFPA 72 CFC 907.2.8 Please revise code edition. Fire Alarm plans to include CBC 1008.1.9.8 requirements and magnetic locking. Project Data V Revise Construction Type V to 2010 CBC 602.1. Specify Type VA or VB V List all occupancy groups in the building including lobby, office and sales areas. #/List accessory use areas. Denote the total aggregate square footage and percentage of story area. CBC 508.2 VDenote incidental accessory use areas. CBC 508.2.5 . Index of Drawings v'Provide a sheet for site plan and vicinity map. Show streets and parking lot on site map. Include a north directional symbol on site plan and on vicinity map. V Provide a sheet for an Egress Analysis from the reconfigured guest common area and exercise room, to a public way. V Egress analysis to include the square footage and occupant load factor for each room based on the function of the room in accordance with CBC Table 1004.1.1. VDenote common paths and lengths of egress travel CBC 1014.3 v'Denote paths and lengths of Travel distance (where path of egress ends) CBC 1016 v'Revise last sheet listed under Architectural from A9.01 to A9.02. v'Match Sheets E4.0 -E5.0 as per titles on actual sheets. T2.0 Fire Dept., Tenant Improvement & General Notes Revise code references, throughout the notes, in accordance with 201 0 Code sections. Revise Fire Dept. Notes 20, 23, 25, & 36. A0.01, A0.02 & A0.03 ,/ Criteria Notes regarding the replacement of finish materials. Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for new carpet, padding and carpet base. CFC 804 Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for wall finish material and corner guards. CBC 803.1.2 . Add the following note: All work shall comply with the provisions of CFC Chapter 14 A1.01, A1.02 & A1.03 Re·novation Plans v'Please provide code section(s) that permit double doors that swing in the opposite direction, as shown in the 2-hr rated separation wall of Corridors 107, 207 & 307. Note from designer, The existing corridor doors have been removed from the scope of work and will not undergo any alteration or replacement and are no longer subject of review. Door Tags v'Denote door tags #5 on plan in order to identify ?n A8.01 Door Schedule. v'Door No. 6, double doors that swing in the opposite direction in Corridors 107, 207 & 307 are denoted as a guestroom doors on A8.01. Please clarify. A2.01 V Reflective Ceiling Plan Add a note referencing E2.4 for the locations of means of egress illumination and exit signs from the reconfigured guest common area and exercise room, to a public way. A5.09 Symbol Legend Match partition wall type tags to renovation plans. Where is the symbol legend for [A], [BJ & [CJ Types? Page: 3 of 3 v'Door Schedule Coordinate door numbers with Door Schedule Remarks and corresponding drawings Door number 2 appears to be equipped with HW set A which is a guest room door, yet PH (Remark 11) is denoted under the remarks column. Please clarify. Justify deadlock on fitness room door. No Deadlock Please coordinate door schedule with remarks, and door hardware on this sheet as well as with corresponding drawings. Door Schedule Remarks v' Door# 2 Card Reader -Address Remark #5. Provide a descriptive narrative of how exit doors are openable from the egress side without the use of a key or special knowledge or effort where both the ingress and egress out of the door is controlled by some type of entry system, such as a card swipe. CBC 1008.1.9.8. To be field tested., v' Justify the omission of remarks for door #4. Coordinate with Door Schedule, Door Hardware and corresponding drawings. (Door #5) Door Hardware v' Coordinate with Door Schedule, Door Schedule Remarks and corresponding drawings. General Door Notes v' Add this note. Exit hardware on all existing doors to be tested in the field by fire inspector. A9.02 v'Through Penetration Firestop System Note 3. Revise references to details. A9.02 v' General Acoustical Notes & Sound Insulation Criteria Note 3. Revise references to details. All E Sheets v' Sign stamps E0.01 v' Fixture Schedule Notes Add the following notes: Means of egress illumination level shall be not less than 1-foot candle at the walking surface and equipped with not less than 90-minute battery backup. CBC 1006 Exit signs shall be illuminated at all times and equipped with not less than 90-minute battery backup. CBC 1011.5.3 E2.1 v'Keynotes 3, 4 &13 Address CBC 1008.1.9.8 requirements. E2.4 v' Partial First Floor Lighting Plan Label all areas Provide means of egress illumination over meeting room exterior door and all areas required in CBC 1006. Revise fixtures that appear as demolished symbols. Denote all means of egress illumination and exit signs from the reconfigured guest common area and exercise room, to a public way. v'ID.1, ID.2, ID.3. ID.4, ID.5 & ID.6 Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for new carpet, padding and carpet base. CFC 804 Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for wall finish material and corner guards. CBC 803.1.2 Denote all furnishings and evidence of compliance with CFC 808. Provide specifications and other acceptance criteria for flame spread and smoke developed index for furniture. Denote all decorative materials and trim and evidence of compliance in accordance with CFC 807.2 CORRECTION LIST Daryl K. James & Associates, Inc. 205 Colina Terrace Checked by: Daryl Kit James kitfire@sbcglobal.net Plan Check Date: December 19, 2011 Vista, CA 92084 APPLICANT: Scot McGill JURISDICTION: Carlsbad Fire Department PROJECT NAME: Marriott Residence Inn PROJECT ADDRESS: ~00 F~; A~a J . PROJECT DESCRIPTION: C8112H!8 4600 S.F. Floor sinks Kitchen Equip, Walls ~-::/c1rctdfl../ "#-J. ~,,~~ This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department applicable to the scope of work. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. INSTRUCTIONS: • to expedite the recheck process', please note on this list (or copy) where each correction item has been addressed, i.e. sheet number, note number, detail number, legend number, etc Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. • Email a _copy of comments from Esgil to kitfire@sbcglobal.net • Please direct any questions regarding this review directly to: Daryl K. James at 760-724-7001 or Email: kitfire@sbcglobal.net • . PLEASE SENi:> OR DELIVER REVISED PLANS WITH NOTES TO COMMENTS DIRECTLY TO: DARYL K. JAMES 205 COLINA TERRACE VISTA, CA 92084 IF PLANS ARE NOT SENT OR DELIVER~D DIRECTLY TO DARYL K. JAMES IN VISTA, THE APPROVAL PROCESS WILL. BE DELA Y0ED. . . . . . COMMENTS AO.O List the Following Applicable Codes 2010 California Administrative Code 2010 California Building Code (CBC), Volumes 1 and 2 201 O California Electrical Code (CEC 201 O California Mechanical Code (CMC 2010 California Plumbing Code (CPC 201 O California Energy Code 2010 California Fire Code (CFC) Deferred Submittals Page: 2 of 3 List the following as deferred submittals Fire Sprinkler Plans 2010 CFC 901.2 & 2010 NFPA 13 Please revise code edition. Fire Alarm Plans 2010 CFC 907.1.1 & 2010 NFPA 72 CFC 907.2.8 Please revise code edition. Fire Alarm plans to include CBC 1008.1.9.8 requirements and magnetic locking. Project Data Revise Construction Type V to 201 0 CBC 602.1. Specify Type VA or VB List all occupancy groups in the building including lobby, office and sales areas. List accessory use areas. Denote the total aggregate square footage and percentage of story area. CBC 508.2 Denote incidental accessory use areas. CBC 508.2.5 Index of Drawings Provide a sheet· for site plan and vicinity map. Show streets and parking lot on site map. Include a north directional symbol on site plan and on vicinity map. Provide a sheet for an Egress Analysis from the reconfigured guest common area and exercise room, to a public way .. Egress analysis to include the square footage and occupant load factor for each room based on the function of the room in accordance with CBC Table 1004.1.1. Denote common paths and lengths of egress travel CBC 1014.3 Denote paths and lengths of Travel distance (where path of egress ends) CBC 1016 Revise last sheet listed under Architectural from A9.01 to A9.02. Match Sheets E4.0 -E5.0 as per titles on actual sheets .. Fire Dept., Tenant Improvement & General Notes Revise code references, throughout the notes, in accordance with 201 0 Code sections. A0.01 1 A0.02 & A0.03 Criteria Notes regarding the replacei:nent of finish materials. Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for new carpet, padding and carpet base. CFC 804 Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for wall finish material and corner guards. CBC 803.1.2 Add the following note: All work shall comply with the provisions of CFC Chapter 14. A1.01 1 A1.02 & A1.03 Renovation Plans Please provide code section(s) that permit double doors that swing in the opposite direction, as shown in the 2-hr rated separation wall of Corridors 107, 207 & 307. Door Tags Denote door tags #5 on plan in order to identify on A8.01 Door Schedule. Door No. 6, double doors that swing in the opposite direction in Corridors 107, 207 & 307 are denoted as a guestroom doors on A8.01. Please clarify. A2.01 Reflective Ceiling Plan Add a note referencing E2.4 for the locations of means of egress illumination and exit signs from the reconfigured guest common area and exercise room, to a public way. A5.09 Symbol Legend Match partition wall type tags to renovation plans. A8.01 Door Schedule Coordinate door numbers with Door Schedule Remarks and corresponding drawings Door number 2 appears to be equipped with HW set A which is a guest room door, yet PH (Remark 11) is denoted under the remarks column. Please clarify. Justify deadlock on fitness room door. Please coordinate door schedule with remarks, and door hardware on this sheet as well as with corresponding drawings. Page: 3 of 3 ·-~ Door Schedule Remarks Door # 2 Card Reader -Address Remark #5. Provide a descriptive narrative of how exit doors are openable from the egress side without the use of a key or special knowledge or effort where both the ingress and egress out of the door is controlled by some type of entry system, such as a card swipe. CBC 1008.1.9.8. Justify the omission of remarks for door #4. Coordinate with Door Schedule, Door Hardware and corresponding drawings. (Door #5) Door Hardware Coordinate with Door Schedule, Door Schedule Remarks and corresponding drawings. General Door Notes Add this note. Exit hardware on all existing doors to be tested in the field by fire inspector. A9.02 Through Penetration Firestop System Note 3. Revise references to details. A9.02 General Acoustical Notes & Sound Insulation Criteria Note 3. Revise references to details. All E Sheets Sign stamps E0.01 Fixture Schedule Notes Add the following notes: Means of egress illumination level shall be not less than 1-foot candle at the walking surface and equipped with not less than 90-minute battery ba9kup. CBC 1006 · Exit signs shall be illuminated at all times and equipped with not less than 90-minute battery backup. CBC 1011.5.3 Externally illuminated exit signs shall have an intensity of not less than 5 foot-candles. E2.1 Keynotes 3, 4 &13 Address CBC 1008.1.9.8 requirements. E2.4 Partial First Floor Lighting Plan Label all areas Provide means of egress illumination over meeting room exterior door and all areas required in CBC 1006. Revise fixtures that appear as demolished symbols. Denote all means of egress illumination and exit signs from the reconfigured guest common area and exercise room, to a public way. ID.1, ID.2, ID.3, ID.4, ID.5 & ID.6 Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for new carpet, padding -and carpet base. CFC 804 Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for wall finish material and corner guards. CBC 803.1.2 Denote all furnishings and evidence of compliance with CFC 808. Provide specifications and other acceptance criteria for flame spread and smoke developed index for furniture. Denote all decorative materials and trim and evidence of compliance in accordance with CFC 807.2 Structural Engineers Calculations for 11190A 2000 Faraday Ave Carlsbad, CA 92008 !Plan Check 2-15-12 I ACM ARCHITECTS 1045 14th Street, Suite 100 San Diego, CA 92101 Phone: 619-398-3480 Fax: 619-398-3488 ,GSSI Structural Engineers PROJECT-~-'-'--......,..;;.....,..,....,,<:,=...,__--'l:..:...tJ::._t..J ______ _ t)L. ~AN(}[tJb~ y~ yJ\.-'1VJtOt?v;, q ,t (p @ ~'t2e, tv\\¼ ENGR {JJ6 \\ •CT y.;,-.;f' ~l~i,c.,: ~ M~l)' fP~ ~ ~a~rJ'i-S occu.~ Ck\ ::. i1 i; :: \ ,o ~\?C, ~ :0 SHEET I. GSSI NO. \II "lOA DATE ':'f-~-\\ i>- ~ ~~~ 1t.J!J ~ (~ Conterminous 48 States 2009 International Building Code Latitude = 33.13509 Longitude= -117.28497500000002 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class 8-Fa= 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.165 (Ss, Site Class B) 1.0 0.441 (S1, Site Class B) Conterminous 48 States 2009 International Building Code Latitude = 33.13509 Longitude = -117.28497500000002 Spectral Response Accelerations SMs and SM1 SMs =Fax Ss and SM1 = Fv x S1 Site Class D -Fa = 1.034 ,Fv = 1.559 Period Sa {sec) (g) 0.2 1.205 (SMs, Site Class D) 1.0 0.688 (SM1, Site Class D) Conterminous 48 States 2009 International Building Code Latitude = 33.13509 Longitude = -117.28497500000002 Design Spectral Response Accelerations SDs and SD1 sos = 2/3 x SMs and SO1 = 2/3 x SM1 Site Class D -Fa = 1.034 ,Fv = 1.559 Period Sa (sec) (g) ---=--0.2 0.803 (SDs, Site Class D) 1.0 0.458 (SD1, Site Class D) Structural Engineers ·c,;~11,i°' t.9'1, ~ ".,0 8:11~~· 1./':;:o SHEET _____ _ PROJECT -~-'---=~\~'""'°"""--"~,___~\_t.J ___ t,J _______ _ GSSI NO. l\\q;;?A ENGR ~ DATE "'.I·~·\) (U~ b<$C-e 1---~ f1G, o,,1S'e>) ~~-WGS1" (l.J~ ~ (p,,;.,"':J.\ f""ti1tiGCt<' .e I-~ ~ r..a-c 1,,:,:1 v,..:r: 11,i-: ,(>.?1.'SG:>,,. .'10" \.<? ~ /o~,. ii?.:>,. 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'l/&ll'(:)1-lf° lb' 1p'' ~-r=> ~ic:, 4-12..-t 1-!~-::'-\"l,..p~ 6 :' \;:? f//1,, I 6.:1.\,\,~ 10,i;.,,z,,r·i./,i,ii;,-::: 1., .. -~ :t~ -<-\ (p (J, 't1/ I.\•'");:: 11,~ IN 4- u~ (;"~"'~Y.i..--114-- I ' ~~ ~\:=>A ~r'\Ult\'~ t"~l~ I f~ ~-\.1.-'T-G (,.u U,tHtJ ~ ~41~ u - .-- (:~ 41. Wr' 1ot ( f-t 12>.1,h_)(-i.e:i -t 1«,,/,z.)"" ~(t)OOi=f Urt,fff Lll \'?o ~ , (r; J. I\\"'~ ( 4-1"' &::?>/1.--")t,z...,c. -I" 1"1~') -:a"? 0o-W f'i.J,..::"f ---3<,:, oc::, ~ ';100 ,:: y:)4o"Cf-( p1.1-:. /, q,11'3040.:: 4-t<40;lt) v-;,. ,,.z.olf" ~ co .... ~..S.(i<"iJ') (vu,"' l.•h12,o.:: 110«-) "1-1r.," V-:: ~qc,=i- Hr-wi. \4-1,,1.,--'3:,IJ"1'f:>r;; > ~ oc,* f4,.. ,::::: Column: M1 Shape: HSS5.5X5.5X4 .242 at 12.865 ft Material: A500 Gr.46 Dy in Length: 32.5 ft I Joint: N1 Dz in J Joint: N3 LC 1: IBC 16-12 (a) Code Check: 0.133 (bending) -.888 at 32.5 ft Report Based On 97 Sections .27 at 22.005 ft A k Vz k Vy I k -.129 at Oft 2.834 at 22.005 ft .--~,.- T --------k-ft ...... -....,,. My -------k-ft -., .-Mz ...._· ______ ___. k-ft 4.313 at 22.005 ft ft fa --------ksi fc ksi -4.313 at 22.005 ft A/SC 360-05: ASD Code Check Direct Analysis Method Max Bending Check 0.133 Location 22.005 ft Equation H1-1 b Bending Flange Compact Bending Web Compact Fy 46 ksi Pnc/om 21.424 k Pnt/om 131.102 k Mny/om 21.361 k-ft Mnz/om 21.361 k-ft Vny/om 36.907 k Vnz/om 36.907 k Tnlom 17.703 k-ft Cb 1 Lb KUr Sway Max Shear Check Location Max Defl Ratio 0.007 (y) 22.005 ft L/439 Compression Flange Non-Slender Compression Web Non-Slender Y-Y Z-Z 32.5 ft 32.5 ft 182.737 182.737 No No L Comp Flange 22 ft Torque Length NC Tau_b 1 ksi q \ (7 flx . 27k .... l ... N3 (~ -et(p'f lv£?r VJ\\'-f\Q .I ~y :6~2 .,},l1 Loads: BLC 1, Lateral Results for LC 1, IBC 16-12 (a) 1 Sept 15, 2011 at 11:28 AM untlUed.r3d Anchor Calculations Anchor Selector (Version 4.5.1.0) Job Name: Residence Inn • <.."'-11..rJ t-1-i~¼e Calculation Summary. ACI 318 Appendix D For Cracked Concrete per ACI 318-05 Anchor Anchor Steel #qf Anchors Embedment Depth (in) Category ~/4" SET-XP A307GR. C 4 6 Concrete Concrete Cracked fc(psi) 'l'c,V Normal weight Yes 3000.0 1.00 Condition Thickness (in) Suppl. Edge Reinforcement B tension and shear 36 No Hole Condition Inspection Temp. Range Dry Concrete Continuous 1 F11ctored Loads Nua (lb) Yuax (lb) Mux (lb*ft) Muy (lb.ft) -4260 170 0 0 ex. ey Mod/high Anchor w/ sustained Anchor only resists Apply entire shear (in) (in) seismic tension 0 0 No No Individual Anchor Tension Loads N N N N ua1 ua2 ua3 ua4 {lb) (lb) {lb) (lb) 0.00 0.00 0.00 0.00 0.00 0.00 Individual Anchor Shear Loads V ua1 Yua2 V ua3 (lb) (lb) (lb) 42.50 42.50 42.50 e'vy(in) 0.00 0.00 Tension Strengths Steel (cJ> = 0.75 ) Nsa(lb) <!>N58(Ib) Yua4 (lb) 42.50 19370 14527.50 Nu8(Ib) 0.00 Concrete Breakout (<I>= 0.65 ) Ncbg(lb) <l>Ncbg{lb) I: Nua(lb) 14563.22 9466.09 0.00 Adhesive {<I>= 0.65) Na9(Ib) <l>N89{Ib) I N0a{lb) 18824.26 12235.77 0.00 about:blank wind/seis loads @front row yes No N ualcJ>Nsa 0.0000 I Nua/cJ>Ncbg 0.0000 I Nua /cJ>Nag 0.0000 Page 1 of2 ll Datemme : 9/15/2011 11 :50:53 AM 9/15/2011 Side-Face Blowout does not apply Shear Strengths Steel (<!J = 0.65 ) vsa(lb) <l.lVsa(lb) Vua(lb) V ua /<J>Vsa 11625 7556.25 42.50 0.0056 Concrete Breakout(case 1) (<ll = 0.70) vcbgx(lb) <J>V cbgx(lb) I Vuax(lb) ! V uax /<l> V cbgx 6207.09 4344.96 85.00 0.0196 vcbgy(lb) <l>V cbgy(lb) }; vuay(lb) ! V uay /cJ>V cbgy 11149,74 7804.82 0.00 0.0000 Concrete Breakout (case 2) (<I>= 0.70 ) Vcbgx(lb) <l>Vcbgilb) ! Vuax(lb) ! Vuax /<l>Vcbgx 20656.86 14459.80 170.00 0.0118 vcbgy(lb) cpVcbgy(lb) I Vuay(lb) ! V uay /¢,V cbgy 11149.74 7804.82 0.00 0.0000 Concrete Breakout (case 3) (<11 = 0.70) cx1 edge vcbgy(lb) <l>Vcbgy(lb) ! vuay(lb) :E Vuay /c!>V cbgy 28944.15 20260.91 0.00 0.0000 cy1 edge vcbsilb) c!>Vcbgx(lb) r vuax(lb) l: V uax /<!JV cbgx 30408.39 21285.87 85.00 0.0040 cx2 edge vcbgy(lb) <l>V cbgy(lb) r vuay_(lb) r V uay /cl>V cbgy 12414.17 8689.92 0.00 0.0000 cy2 edge vcbgx(lb) <l>Vcbgx(lb) I Vuax(lb) I V uax /¢V cbgx 30408.39 21285.87 85.00 0.0040 Pryout (¢ = 0.70) ! Vua /<l>Vcbg 0.0196 rvua/<t,Vcbg 0.0118 ! Vua /¢V cbg 0,0040 vcpg(lb) jr:r:,Vcpg(lb) :!: Yuax(lb) ! Vuax /<l>Vcpg, 29126.44 120388.51 170 0.0083 vcpg(lb) ct>Vcpg(lb) I Vuay(lb) t Vuay/<l>Vcpg 29126.44 20388.51 0 0.0000 Interaction check V.Max(0.02) <= 0.2 and T.Max(O) <= 1.0 [Sec D.7.1] Interaction check: PASS ! Vua /<fNcpg 0.00~3 Use 3/4" diameter A307 GR. C SET-XP anchor(s) with 6 in. embedment about:blank Page2 of2 11 9/15/2011 eGSSI SHEET )7 GSSI NO. I11".i OA Structural Engineers ENGR _ __,O._.O..,.G,-'--____ _ DATE _____ _ \..!:.: ~-0-r\.. y.,~ ( \1-1-'~) ~O.'bl-z. >< (4-r t,'!>/,i,) :: ,z,1,u:,tf =ti F ,:,. ~,e:,o ~,.., i?\ it::>eSlG-r-l) ,· J!.qf~ \., 'f"\'G,, St~ r--1)ib63/(iStt>~'l,i-~A ~ "?,\ ft'2,_ Company Designer Job Number Hot Rolled Steel Section Sets 1 Joint Coordinates and Temperatures Label X Tftl 1 N1 0 2 N2. 0 3 N3 0 Joint Boundary Conditions Joint Label X k/in Y k/in 1 N2 Reaction Reaction 2 N1 Reaction Reaction y fftl z fftl 0 0 22 .0 32.5 0 Feb 15, 2012 4:15 PM !PC-1 I Checked By: __ swa swa Function Lateral I in4 lzz in4 J in4 21.679 21.679 34.712 Temn TFl Detach From Dian ... 0 0 0 Z k/in X Rot. k-ft/rad Y Rot. k-ft/rad Z Rot. k-ft/rad Footin Reaction Reaction Joint Loads and Enforced Displacements (BLC 1 : Lateral) Joint Label LDM Direction k*sA2/f... 1 N3 L X Basic Load Cases BLC Descri !ion Cate o X Gra ... Y Gra ... Z Gra ... Joint Point Distrib .. Area ... Surfac ... 1 Lateral WL 1 Joint Reactions LC Joint Label Xfkl Yfkl z fkl MX fk-ftl MY Tk-ftl MZ fk-ftl 1 1 N2 -.399 0 0 0 LOCKED 0 2 1 N1 .129 0 0 0 0 0 3 1 Totals: -.27 0 0 4 1 COG (ft): NC NC NC Joint Deflections LC Joint Label Xfinl Yfinl Zfinl X Rotation fradl Y Rotation fradl Z Rotation fradl 1 1 N1 0 0 0 0 0 2.376e-3 2 1. N2 0 0 0 0 0 -4.767e-3 3 1 N3 .888 0 0 0 0 -8.176e-3 Load Combination Design Description ASIF CD ABIF Service Hot Rolled Cold Form... Wood I 1 /IBC16-12(a)/ I 1.6 I I Yes I Yes I Yes I Yes Concrete Masonry Footings Aluminum Yes Yes I Yes I Yes I RISA-30 Version 9.0.0 [P:\ ... \Residence Inn -Carlsbad -11190A\Engineering\Calculations\column.r3d] Page 1 Company Designer Job Number Load Combinations Feb 15, 2012 4:15 PM Checked By: IPC-2 I Descri tion Sol. .. PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 IBC 16-12 (a) Yes Y WL 1 Member A/SC 360-05: ASD Steel Code Checks LC Member Sha e Pnc/om .. .Pnt/om .. Mn lo ... Mnzz/o... Cb E n 1 1 M1 HSS5.5X5.5X4 21.424 131.102 21.361 21.361 1 H1-1b RISA-3D Version 9.0.0 [P:\ ... \Residence Inn -Carlsbad -11190A\Engineering\Calculations\column.r3d] Page 2 Column: M1 Shape: HSS5.5X5.5X4 .242 at 12.865 ft Material: A500 Gr.46 Length: 32.5 ft Dy in I Joint: N1 Dz in J Joint: N3 LC 1: IBC 16-12 (a) Code Check: 0.133 (bending) -.888 at 32.5 ft Report Based On 97 Sections .27 at 22.005 ft A k Vz k Vy I k -.129at0ft 2.834 at 22.005 ft T --------k-ft My --------k-ft Mz k-ft 4.313 at 22.005 ft fa --------ksi fc ksi -4.313 at 22.005 ft A/SC 360-05: ASD Code Check Direct Analysis Method Max Bending Check 0.133 Location 22.005 ft Equation H1-1b Bending Flange Bending Web Fy Pnc/om Pnt/om Mny/om Mnz/om Vny/om Vnz/om Tn/om Cb 46 ksi 21.424 k 131.102 k 21.361 k-ft 21.361 k-ft 36.907 k 36.907 k 17.703 k-ft 1 Compact Compact Max Shear Check Location Max Defl Ratio 0.007 (y) 22.005 ft L/439 Compression Flange Non-Slender Compression Web Non-Slender Y-Y Lb 32.5 ft KL/r 182.737 Sway No L Comp Flange Torque Length Tau_b 22 ft NC 1 Z-Z 32.5 ft 182.737 No IPC-31 PROJECT --'-~-""'-_:~;_:,,:...__;:_;:;_{Je,=------'\N..c:..:t.Jc..::,._ _____ _ SHEET _ _._IP_C_-_4__.I_ GSSI NO. ---'-'\\-'-\v).,_O-"--'A-'---_ DATE 'l' I'?•\ "2.-Structural Engineers ==:::::=:::=====;:.:: Ww 1/,,'1'. 1 i. ?/ t 4 l ENGR OQf;., f. WIV\? , L.cApl~ ~,:,M ~,/weg; u.)\t-JI) AN~\<$. tGf ~''1' fJF ~ w ~ o/f-$\1\\ 1.,-o-;. '(p,'f ~ UJw -o-\ ll>A~ .st \4 h,z.-:: w ~ te.l..~ 1-2-t:i~ ·M~ \101.rr ~yt---11~::1r 't" · ,,. ni.<$.,l4,-1c>"'-zvit,)4 ~ ' '.,._ &x\4 '· · r 1-f t1.," t-;,%x'l s"b~ \ifJ'ru·.14 -, ~1! ll\d-, $11 · Vtp,i. \"3:~.its,s-i.::.011.J4 ~ Gt<:: ( '1/i::;,,1-<;)l/ij,, ,ti~ C1. ,..._.. l.1.1 I e,.'!:>'1'1'2./ /d ::: /1'?,'I-'? ~ 1. '? ., 1 :. ,eo; t.<P-?> .11 ce.,~11.) ~ '1::, c,-..,-i.c;) ~ ll,Otz:' )f1PL"' 1$,t,,. 'i.4-v 't:,.'7)-i-. 1.l'.2...0"" (dq,,.()O(JO _ ~q.~.:> fSl "I ,'t-i-- f"'by~ 1s,s.o ... 1,1.o .. 1,0 ,,1,0 "''2.1~i:>rs1 fbi.:: /tt'1 ~~ i4w /ri..l(p(}"-? -q '? (\.\-:,,')o.y,,q ';' ll,r:,1/:) C\.-::: ,z..~€, -'U.z:'-:,-"$-.,,-_-,z,.-~-~-'1S;. •CQO .i:::t I , 1 "'~ "1~7pt \,lP 1 ,(QOx/1.," \~ ~I VIM,-1. ~ 1 e~ ow'(o1 i,,, '=' ~£>ti~ t~ ...._ ,GSSI Structural Engineers Marr,iott Residence Inn,., c·arJsb)ad ~ Entry 11190A ' ; t' Structural Engineers Project: Residence Inn -Carlsbad Engr: OOG Joist and Beam Capacities 2 x Joists Av= 180 psi Repetitive Use Increase= 1.15 Fb= 1000 psi Roof Load Increase = Actual Cf Area Section Moment Shear Moment Width Depth Width Depth Modulus of Inertia Vr,floor Mr,floor 2 4 1.5 3.5 1.5 5.3 3.1 5.4 630 440 2 6 1.5 5.5 1.3 8.3 7.6 21 990 942 2 8 1.5 7.25 1.2 10.9 13.1 48 1,305 1,511 2 10 1.5 9.25 1.1 13.9 21.4 99 1,665 2,255 2 12 1.5 11.25 1 16.9 31.6 178 2,025 3,032 2 14 1.5 13.25 0.9 19.9 43.9 291 2,385 3,786 4x8eams Av= 180 psi Fb= 1000 psi Nominal Actual Cf Area Section Moment Shear Moment Width Depth Width Depth Modulus of Inertia Vr,floor Mr.floor 4 4 3.5 3.5 1.5 12.3 7.1 12.5 1,470 893 4 6 3.5 5.5 1.3 19.3 17.6 49 2,310 1,912 4 8 3.5 7.25 1.3 25.4 30.7 111 3,045 3,322 4 10 3.5 9.25 1.2 32.4 49.9 231 3,885 4,991 4 12 3.5 11.25 1.1 39.4 73.8 415 4,725 6,768 4 14 3.5 13.25 1 46.4 102.4 678 5,565 8,534 4 16 3.5 15.25 1 53.4 135.7 1034 6,405 11,305 6x8eams Av= 170 psi Fb = 1350 psi Nominal Actual Cf Area Section Moment Shear Moment Width Depth Width Depth Modulus of Inertia Vr,floor Mr,floor 6 6 5.5 5.5 1 30.3 27.7 76.3 3,630 3,120 6 8 5.5 7.5 1 41.3 51.6 193 4,950 5,801 6 10 5.5 9.5 1 52.3 82.7 393 6,270 9,307 6 12 5.5 11.5 1 63.3 121.2 697 7,590 13,638 6 14 5.5 13.5 0.98 74.3 167.1 1128 8,910 18,419 6 16 5.5 15.5 0.97 85.3 220.2 1707 9,662 24,033 6 18 5.5 17.5 0.96 96.3 280.7 2456 10,908 30,319 2x 4x 6x Beams Shear Vr,roof 788 1,238 1,631 2,081 2,531 2,981 Shear Vr,roof 1,838 2,888 3,806 4,856 5,906 6,956 8,006 Shear Vr,roof 4,285 5,844 7,402 8,960 10,519 12,077 13,635 Sheet Al . Project No. 11190A . Date: 9/13/2011 . Snow Load Increase 1.15 1.25 Snow Snow Moment Shear Moment Mr,roof Vr,roof Mr,roof 550 725 506 1,178 1,139 1,083 1,889 1,501 1,738 2,819 1,915 2,593 3,790 2,329 3,487 4,732 2,743 4,353 Snow Snow Moment Shear Moment Mr,roof Vr,roof Mr,roof 1,117 1,691 1,027 2,390 2,657 2,198 4,152 3,502 3,820 6,239 4,468 5,740 8,459 5,434 7,783 10,668 6,400 9,814 14,131 7,366 13,001 Snow Snow Moment Shear Moment Mr,roof Vr,roof Mr,roof 3,899 3,943 3,587 7,251 5,376 6,671 11,634 6,810 10,703 17,048 8,244 15,684 23,023 9,677 21,181 30,041 11, 111 27,637 37,898 12,545 34,867 Structural Engineers Soil Capacity* =s 1500 psf Concrete, t'c 3000 psi Reinforcement, fy_ = 60,000 psi * fncrease O psf for each in width from 2 feet, with 2000 max, Increase width from = 2 ft. Increase 0 Maximun fncrease = 1500 psf 9/30/201 l Project: Residence Inn -Carlsbad Engr: OOG Square Spread Footing Design (2010 CBC) !Size, WxB Area, ft"2 i '. Footing Thickness, in. Soil Bearing Capacity Ip, allowable, kips !Pu, allowable, P*l.55 , Column Size, in. : Effective Ftg, d, in. ; Soils Pressure, ksf ;shear: Punching shear, kips Vu, allowable, kips I Beam shear, kips Vu, allowable, kips I :Bending: Mu, ft-kips 1 Ku, psi p As, in"2 . Number of Re bars Rebar size 1As, actual, in."2 ;Size, WxB 1Area, fi"2 Footing Thickness, in . . Soil Bearing Capacity P, allowable, kips Pu, allowable, P*l.55 I : Column Size, in. Il!Tec.tive Flg, <l, iu. Soils Pressure, ksf Shear: Punching shear, kips Vu, allowable, kips Beam shear, kips Vu, allowable, kips Bending: Mu, ft-kips Ku,psi p As, in"2 Number ofReb(lrs Rebar size As, actual, in."2 F8 F7 F6 8.0 64.0i 161 1500, 83 · 1291 IOI 12 2.0 I 122! 197, VuOK I 5.21 13.41 VuOK I I I 12.91 100 0.0017 2.60 1 7 #6 3.08 AsOK F2.5 2.5[ 6.3. 12i 1500 8 13 8 8 2.11 9• 951 VuOK i 0.5 8.91 VuOK , 0.9' 15 0.0003 0.08 3 #4 0.60 AsOK 7,0j 49.0 15 1 1500 641 1001 iol 111 2.ol I 93 172: 6,0! 36.0 14 1500 1 ./8 74: IOI I 10 2.1 68 149 1 VuOK ; 4.4 12.3 VuOK 1 VuOK 3.61 n.21 Vu OK ' 9.7 6.91 89 16 0.0015 1 0.0013; 1.85 1.23' 6 I 6 #6 #5 2.641 1.861 AsOK I AsOK Spread 1500 Sheet No. All, . Project No.: A . D:.1te: 9/30/2011. F5 5.01 25.01 12, 1500i 34 521 3: I 3· 2.1, I 49! 95! VuOK I 3.1 8.9; VuOK 4.9' 85 0.0014 0.92: :5 ! 1.55: AsOK i F4 4.o; 16.0 12: 1soo! 12 33 8i s' 2.1 30 95 Vu OK 2.1 8.9 VuOK 2.9 50 0.0008 0.43 4 #4 0.80 AsOK F3 3.01 9.0! 12' 1500! 12 i 19 8, s· 2.1 15 95 VuOK 1.0 8.91 VuOK 1 I I 1.4' 25 0.0004 0.16, 3 #4 0.60 AsOK ~ <:£: & ~ 5 .. .,... . .:{-' .. "' "''l.,_,·,,-.:_.:_;~_ ALU!.!, RAILING ~¥: 19/A4.5 All JO!IITS ARE COH1ROL JOIIITS !V{~S NOTEO OTHERWISE fi?~~f 11 & • -~----.!. ·-1' ! I , I I .,q~ . v\ 0 -----To 11, \ - l \11"· , 11/L ·' li1·~A·" ;·"' :{fl,. (})\-'½ ---.u.. JUIHI::, At(t. t."Ul'Hl<UL JUINI~ ;/NLE~S NOTED OlHERWISE (IYP-/ f~~f g1 I /?;,,t,,fl!. ) ',1.-1 (p -,-;;;u • ~ 'g 1· ,· -, .. ,,,., -' . . "~ 1· . ·. ,;; . ''l ·i51.' .:-.--::;:;.;: ~ 1· ' . \: .,,, ·, .... i . : \~~~t ··~:j ~I ,Jr~:,·'-1 -• o,-<. : ·· .... '(·{ ~ IC' 'l;' , . 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TITLE 24 RESIDENCE INN-EXERCISE RM #160 2000 FARADAY AVE. CARLSBAD, CA 92008 BY: BTA Engineers, Inc. Mechanical Plumbing Energy Consultants 5125 Convoy Street, Suite 212 San Diego, CA 92111 858-715-6601 CERTIFICATE OF COMPLIANCE ENV-1C ' AND FIELD INSPECTION ENERGY CHECKLIST (Page 1 of 4) Project Name: I Date: Climate Zone: RESIDENCE INN-EXERCISE~ '160 ll-~-11 CA ZONE 1 Project Address: Conditioned Floor Area: 2(1)(!)(!) FARADAY AVE., CA~AD CA S2008 230 SQ.FT. General Information Building Type: 181 Nonresidential D High-Rise Residential D Hotel/Motel Guest Room Oschools (Public School) D Relocatable Public School Bldg. D Conditioned Spaces 181 Unconditioned Spaces OSkylight Area for Large Enclosed Space ;:.800 ft'(lf checked include the ENV-4V with submittal) Phase of Construction: D New Construction D Addition 181 Alteration Approach of Compliance: 181 Component D Overall Envelope D Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: I s I FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS 0) 0) 0) C: C: Cll .E C: .E ~ .§ w_ en Cll .E en Cll <( ::J ~ u:~ ~" '-0> 0 Q) C: (0 .... _ Q) 25 Es Q) .... Q) .QlD -Q) g>-@ () ~..2 ::J ::J 0 0) ::J ,_ 0) ::J -~ en Cll ,_ C: -·55 .E: "cij .g .!:: iii Tag/ Assembly "E "* Cll Cll C: -·-Cll ':;::::i ctf "O ::J ·o .a 't: 't: Q) Cl) ~::;-C: > ...... t: > Q) t: > C: co Q) Cll Name1 Frame Type2 I.[~ ::J :J ·t: ~ 0 ' X ::J ' ..... ::J ' 0 ..... a. Q) ID Cl) Cl)QZ () a: 00: UJLLO: .f: LL 0: () Cl) Cl) LL pass Fail7 I (EJ WEST WALL WOOD 2><6 132 w R-13 E D D D D D D D D D D D D D D D D D D 1. Indicate the identifying name of the Assembly name (i.e. Wall-1, Ceiling-1, Roof-1, and Floor-1). 2. Indicate type of Assembly Type such as Wood 2x4 or LW CMU B". For additional other assembly types see Reference Joint Appendix, JA4-1. 3. Enter the framing material type (wood or metal) and refer to ENV-2C Furring Strips Construction Worksheet. 4. Indicate furring R-value when furred wall are being used. 5. Indicate Status of fenestration (New, Existing or Upgrade). 6. Indicate Special Feature on Page 2 of the Inspection Checklist Form below. 7. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify buildina plans if necessary. FENESTRATION SURFACE DETIALS §w en 0) en Q) ,_ () C: "' 25 ~ s:· C: "' C: .Q.,, Q) Cll £ 0 Q) Cll -Q) Tag () a.. I ~ -E ;:: en Cll .... ~ Cll Cll C: -"O ::J ·a .a Fenestration '§ -~ Cl)-0 ~~ ~5!2. ::J Q) C: co Q) Cll 1101 Type2 ::J ~ ~:::> ~ e; 0 > 0 ..... a. Q) Fail 6 Cl) <( Cl)QZ =II: Cl) 0 () Cl) Cl) LL Pass I (E) WEST WINDOW 3(1) w 2 0.11 (!)hi NFRC D N D D D D D D D D D D D D D D D D D D D D D D D 1. Indicate the identifying name of the frame type (i.e. Window #1 ). 2. Indicate type of construction Type such, Window, Glass Door, Curtain wall, Skylight, or other 3. Indicate if the efficiency values are from the NFRC Label Certificate or from the CEC Default Values. Enter NFRC or CEC (FC-1 and FC-2). 4. Indicate Status of Fenestration (New, Existing, Upgrade). 5. Indicate Special Feature on Page 2 of the Inspection Checklist Form below. 6. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. 2008 Nonres1dent1al Complance Forms August 2009 f CERTIFICATE OF COMPLIANCE " AND FIELD INSPECTION ENERGY CHECKLIST ENV-1C (Page 2 of 4) l"'rDJect Name: RE61DENCE INN-EXERCISE Fa"! fl60 I Date: 11-~-2011 I Climate ZonCA ZONE 1 ROOFING PRODUCT (COOL ROOFS) (Note if the roofing product is not CRRC certified, this compliance approach cannot be used). Go to Overall Envelope Approach or Performance Approach. CHECK APPLICABLE BOX BELOW IF EXEMPT FROM THE ROOFING PRODUCT" COOL ROOF " REQUIREMENTS: Pass Fail1 NA D Roofing compliance not required in Climate Zones 1 and 16 with a Low-Sloped. 2:12 pitch or less. D Roofing compliance not required in Climate Zone 1 with a Steep-Sloped with less then 5 lbht . Greater than 2:12 pitch. O Low-sloped Wood framed roofs in Climate Zones 3 and 5 are exempted solar relectance and thermal emittance or SRI that have a U-factor of 0.039 or lower. See Opaque Surface Details roof assemply, Column H or ENV-2C. D D D D Low-sloped Metal framed roofs in Climate Zones 3 and 5 are exempted solar relectance and thermal emittance or SRI that have a U-factor of 0.048 or lower. See Opaque Surface Details roof assemply below, Column H or ENV-2C. 0 0 0 D The roof area covered by building integrated photovoltaic panels and building integrated solar thermal panels are D 0 0 exempted solar relectance and thermal emittance or SRI. See spredsheet calculattor at www.energy.ca.gov/title24/ D Roof constructions that have thermal mass over the roof membrane with a weight of at least 25 lb/ft 2is exempt from the D D D Cooling Roof criteria below. D High-rise residential buildings and hotels and motels with low-sloped roofs in Climate Zones 1 through 9, 12 and 16 are exempted from the low- sloped roofing criteria. 1. If Fail then describe on this page of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. CRRC Product ID Roof Slope Product Weight Product Aged Solar Thermal Special Number1 .:::2:12 > 2:12 < 5Ib/ft2 ,:::5lb/ft2 Type2 Reflectance3 Emmitance SRI5 Feature6 Pass Fail7 NIA D D 0 0 04 D 0 D 0 0 0 D 04 0 D D D 0 0 D D4 D D D D D D D D4 D D D 1. The CRAG Product ID Number can be obtained from the Cool Roof Council's Rated Product Directory at www.coolroofs.org/12,roductslsearch.12,h12, 2. Indicate the type of product is being used for the roof top, i.e. simple-ply roof, asphalt roof, metal roof, etc. 3. If the Aged Reflectance is not available in the Cool Roof Rating Council's Rated Product Directory then use the Initial Reflectance value from the Same directory and use the equation {0.2+0.7 (P Jmtlaf -0.2) to obtain a calculated aged value. Where Pis the Initial Solar Reflectance. From the Cool Roof Rating Council's Rated Product Directory. 4. Check box if the Aged Reflectance is a calculated value using the equation above. 5. The SRI value needs to be calculated from a spredsheet calculattor at http://www.energy.ca.gov/title24/ 6. Indicate Special Feature on Page 2 of the Inspection Checklist Form below. 7. If Fail then describe on this page of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. To apply Liquid Field Applied Coatings, the coating must be applied across the entire roof surface and meet the dry mil thickness or coverage recommended by the coatings manufacturer and meet minimum performance requirements listed in Sec. 118(i)4. Select the applicable coating: D Aluminum-Pigmented Asphalt Roof Coating I D Cement-Based Roof Coating ID Other SPECIAL FEATURES INSPECTION CHECKLIST The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. NIA Discrepancies: 2008 Nonresidential Complance Forms August 2009 1;:.--------------------------------------------------, CERTIFICATE OF COMPLIANCE ENV-1C '.i AND FIELD INSPECTION ENERGY CHECKLIST (Page 3 of 4) ProJect Name: RESIDENCE INN-EXERCISE F?J"l 11160 I Date: _ 11-9-2011 I Climate Zone: CA ZONE 1 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below is the acceptance test tor Envelope Fenestrations system. The designer is required to check the acceptance tests and list all the fenestration products that require an acceptance test. If all the site-built fenestration of a certain type requires a test, list the different fenestration products and the number of systems. The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Enforcement Agency: Systems Acceptance. Before Occupancy Permit is granted tor a newly constructed building or space or when ever new fenestration is installed in the building or space shall be certified as meeting the Acceptance Requirements. The ENV-2A form is not considered a complete form and is not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to theenforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of Sec. 10-103(b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copy of the ENV-2A tor each different fenestration product line must be provided to the owner of the building tor their records. Test Description ENV-2A Test Performed By: Number Building Fenestration Products Name or ID of like Envelope Requiring Testing or Verification Products Acceptance Test GLASS WINDOW 181 CONTRACTORS D D D D D D D D D 2008 Nonres,denftal Complance Forms August 2009 f:---------------------------------------------------, CERTIFICATE OF COMPLIANCE ENV-1C AND FIELD INSPECTION ENERGY CHECKLIST (Paoe 4 of 4) ProJect Name: ~SIDENCE INN-EXERCISE ~ '160 I Date: 11-9-2011 I Climate Zon~A ZONE 1 Documentation Author's Declaration Statement I certify that this Certificate of Compliance documentation is accurate and complete. Name: 'Signature: ~~~ TOM Q.LE Company: Date: 6TA ENGINEERS, INC. 11-9-2011 Address: If Applicable: CEA# &12& CONVOY STFij:ET, SUITE 212 CEPE# City/State/Zip: Phone: SAN DIEGO, CA 92111 8&8-11&-6601 Principal Designer's Declaration Statement I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the design. This Certificate of Compliance identifies the envelope features and performance specifications required for compliance with Title 24, Parts 1 and 6 of the California Code of Regulations. The design features represented on this Certificate of Compliance are consistent with the information provided to document this design on the other applicable compliance forms, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. /7 £?!! A Name: lsv~--~~ SCOTT Mc.GILL Company: -T r Date: ACM ARCI-IITECT. INC. 11-9-2011 Address: License# lfZ>4& 14TI-I ST C21fZ>S9 City /State/Zip: Phone: SAN DIEGO, CA 921fZ>I 8&8-398-3480 Envelope Mandatory Measures Indicate location on building plans of Mandatory Envelope Measures Note Block: _Ml~ ______ INSTRUTIONS TO APPLICANT ENVELOPE COMPLIANCE & WORKSHEETS (check box if worksheet are included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Compliance Manual. 181 ENV-1C Certificate of Compliance and Field Inspections Energy Checklist. Required on plans for all submittals. 181 ENV-2C Use with the Envelope Component Approach. Optional on plans. D ENV-3C Use with the Overall Envelope TDV Energy Approach. Optional on plans. D ENV-4C Use when minimum skylight requirements for large enclosed spaces are required in climate zones 2 through 15. Optional on plans. 2008 Nonresidential Complance Forms August 2009 ENVELOPE COMPOMENT APPROACH (Page 1 of 4) ENV-2C Project Name: Date: Climate Zone: RESIDENCE INN-EXERCISE ~ fl6~ ll-<a-11 CA ZONE 1 EXTERIOR ROOFING PRODUCT (COOL ROOFS) · See Section 3.3 in the Nonresidential Manual and Sec. 118(ij and Sec. 143(a) 1A in the Energy Standards for further description about exterior roofs and mandatory requirement for Cool Roofs. (Note if the roofing product is not CRRC certified, this compliance approach cannot be used). Go to Overall Envelope Approach or Performance Approach. CHECK APPLICABLE BOX BELOW IF EXEMPT FROM ONE OF THE ROOFING PRODUCT MINIMUM PRESCRIPTIVE REQUIREMENTS: D Roofing compliance Not required in Climate Zones 1 and 16 with a Low-Sloped. 2:12 pitch or less. D Roofing compliance Not Required in Climate Zone 1 with a Steep-Sloped with less than 5 lb/ft 2. Greater than 2:12 pitch. D High-rise residential buildings and hotels and motels with low-sloped roofs in Climate Zones 1 through 9, 12 and 16 are exempted from the low-sloped roofing criteria. D Low-sloped Wood framed roofs in Climate Zones 3 and 5 are exempted solar relectance and thermal emittance or SRI that have a U-factor of 0.039 or lower. See Opaque Surface Details roof assembly below, Column H. D Low-sloped Metal framed roofs in Climate Zones 3 and 5 are exempted solar relectance and thermal emittance or SRI that have a U-factor of 0.048 or lower. See Opaque Surface Details roof assembly below, Column H. D The roof area covered by building integrated photovoltaic panels and building integrated solar thermal panels are exempted solar relectance and thermal emittance or SRI. D Roof constructions with thermal mass over the roof membrane with a weight of at least 251b/ft2is exempted from the Cool Roof criteria. Roof Slope Product Weight Product Aged Solar Thermal CRRC Product ID Number 1 s: 2:12 > 2:12 < 5lb/ft 2 ~ 51b/ft2 Type 2 Reflectance 3.4 Emittance SRl 5 NIA D D D D D4 D D D D D4 0 0 0 0 04 0 0 0 0 04 0 0 0 D 04 D D D D D4 1. The CRRC Product ID Number can be obtained from the Cool Roof Rating Council's Rated Product Directory at www.coolroofs.org/e,roducts/search.e,he, 2. Indicate the type of product is being used for the roof top, i.e. single-ply root, asphalt root, metal roof, etc. 3. If the Aged Reflectance is not available in the Cool Roof Rating Council's Rated Product Directory the nuse the Initial Reflactance value from the same directory and use the equation (0.2+0.l{P initial-0.2} to obtain a calculated aged value. Where Pis the Initial Solar Ref/actance. 4. Check box if the Aged Ref/actance is a calculated alue suingthe equation above. 5. Calculate the SRI value by suing the SRI-Worksheet at htte,:llwww.energy.ca.gov/title24/ and enter the resulting walue in the SRI Column above and attach a copy of the SRI-Worksheet to the ENV-1 C. To apply Liquid Field Applied Coating, the coating must be applied across the eintire roof surface and meet the dry mil thickness or coverage recommended by the coating manufacturer and meet minimum performance requirements listed in Sec. 118(i)4. Select the applicable coating: D Aluminum-Pigmented Asphalt Roof Coating D Cement-Based Roof Coating loather 2008 Nonresidential Complance Forms August 2009 C ENVELOPECOMPONENTAPPROACH (Page 2 of 4) ENV-2C Project Name: I Date: I c1;;t;~, REESIDENCE INN-EXE~ISE ~ 11160 ll-':l-2011 Opaque Surface Details For the furred portioned of Mass Walls see furring Strips Construction Table below. A I B C I D E F G H I J Proposed See Nate Standard Values From JA4 Table JA4 Framing Thickness, Framed Continuous Assembly Proposed Tag/ Assembly Name Material Spacing, U-JA4 Table Cavity Insulation Cell Assembly 1D 1 or Type1 and Size2 or Other3 factor 4 Number5 A-value 6 A-Value 7 Value8 U-factor9 NIA Note: For furred assemblies use the Mass and Furring Strips Construction Table below. See Page JA4-3 & Page JA4-5 for Equation 4-1 or 4-4 1. For Tag/ID indicate the identification name that matches the building plans. 2. Indicate the Assembly Name or type: Roof/Ceiling, Walls, Floors, Slabs, Crawl Space, Doors and etc ... Indicate the Frame type and Size: for Wood, Metal, Metal Buildings, Mass, enter 2x4, 2x6, or ect ... see JA4 for other possible frame type assemblies. 3. Enter the thickness for mass in inches or Spacing between framing members enter; 16" or 24" OC; or Other for all other assembly description such as Concrete Sandwich Panel, Spandrel Panel, Logs, Straw Bale Panel and ect .... 4. Based on the Climate Zone; enter the Standard U-factor from Table 143-A, B or C for each different assembly Name or type. 5. Enter the Table number that closely resembles the proposed assembly. 6. Enter the R-value that is being installed in the wall cavity or between the framing; otherwise, enter "O". 7. Enter the Continuous Insulation R-value for the proposed assembly; otherwise, enter "O". 8. Enter the row and column of the U-factor value based on Column F Table Number and enter the Assembly U-factor in Column J. 9. The Proposed Assembly U-factor, Column J, must be equal to or less than the Standard U-factor in Column E to comply. Furring Strips Construction Table for Mass Walls Only A B C D E F G H I J K L M Proposed Properties of Masonry and Concrete Added Interior or Exterior Insulation Walls From Reference in Furring Space from Reference Joint Appendix Table 4.3.5, 4.3.6, 4.3.7 Joint Appendix Table 4.3.13 "' a; al c5 ~ ro ~ al 0 0 Q) a5 0 co _J C. '.2 iii Cl) C: (/) Cl) Cl) Assembly JA4 Cl) LL 0 (/) Cl) ~ c5 C)c,:, en Q) "' Final ro " :::i ·-Q) Q) Cl Q) ro " > Q) Mass Name or Table '.2 Q) ctt C: Q) C: Q) -0 C: .:1 '.2 Q) '5~ Assembly ' ::l en _::,:. E -a E o 't: ctS ' ::l '<I"-1@ ::l C) co·-ro o .... > '<!"-Q) > Thickness1 Type2 Number 3 <C ro Cl)·-<C ro U-factor 6,7 Comment C: i= .... .c i.t $ ::l ' :;:: ' -:, > ~ LL I-u... a: -:, > UJ a: NIA 1. Indicate the Mass Thickness from Reference Joint Appendix JA. 2. Indicate the Assembly Name or type: Roof/Ceiling, Walls, Floors, Slabs, Crawl Space, Doors and ect ... Indicate the Frame type and Size: For Wood, Metal, metal Buildings, Mass, enter 2x4, 2x6, or ect ... see JA4 for other possible frame type assemblies. 3. Enter the Table number that closely resembles the proposed assembly. 4. Enter the row and column of the U-factor value. 5. Enter the effective R-value listed in the JA4 Table Number. 6. The Final Assembly is calculated by using Equation 4-1 or Equation 4-4 of the Reference Joint Appendix JA4. Enter the value in Column L. ?.Insert the Final Assembly U-factor value back on to the Opaque Surface Details table in Column J. 2008 Nonresidential Complance Forms August 2009 ENVELOPE COMPONENT APPROACH (Page 3 of 4) ENV-2C \ Project Name: I Date: Climate Zone: RESIDENCE INN-EXS~CISE fi:t'I '16~ 11-'3-2~11 CA ZONE 1 WEST WINDOW AREA CALCULATION See Sec. 143(a)5A in the Energy Standard or Section 3.2.2 A. Gross West Exterior Wall Area NIA ft2x 0.40 = ft2 40% Of Gross West Facing Exterior Wall Area; or B. West Display Linear Perimeter FTx6ft= ft2 West Display Perimeter Area C. Enter Large Of A Or B ft2 Maximum Standard West Area D. Enter Proposed West Window Area ft2 Proposed West Window Area Note: If the PROPOSED WEST WINDOW AREA is greater than the MAXIMUM STANDARD WEST AREA then the envelope component approach may not be used. WINDOW AREA CALCULATION for all other orientations other than West -See Sec. 143(a)5A inther Energy Standard or Section 3.2.2 E. Gross Exterior Wall Area 132 ft2x 0.40 = &2.8 ft2 40% Of Gross Exterior Wall Area or F. Linear Display Perimeter 12 FTx6ft= 12.0 ft2 Display Perimeter Area G. Enter The Larger Of E or F 12.0 ft2 Maximum Standard Area H. Enter Proposed Window Area 3~R) ft2 Proposed Window Area Note: If the PROPOSED WINDOW AREA is greater than the MAXIMUM STANDARD AREA then the envelope component approach may not be used. WINDOWS DETAILS Sec.143(a)5B and C NOTE: For all newly installed fenestration; must have either a certified NFRC Label Certificate or use the CEC default tables found in Table 116-A and Table 1168 and documented by using CE Cs Fenestration Certificate (FC-1 /FC-2). For site-built fenestration and less than 10,000 ft2 or more than or equal to 10,000 tt2 see options for compliance in the Nonresidential Manual in Section 3. 1. A B C D E F G H I J K L M I N Fenestration4 Overhang C: en U-Factor dimensions 0 Ql ~ C: "' «l Window Name Ql 'E 0.. SHGC (R)SHGC (R)SHGC a. Ql 0 (R)SHGC (e.g., Window-1) Area1 ~ ·;:: Proposed Allowed3 Proposed Allowed1•3 H V HN Proposed5 Allowed3.4 0 =!'I: WEST-WINDOW 3~ M w 2 ~.,, ~.11 ~hi ~hi Total Site-Built Note: Site-Built area is the Site-Built Window and Site-Built Skylight Areas. Total Skylight Area Enter Total Skylight Area From Skylight Details, Env-2C Page 4 of 4. Total Area 1. Enter the area of each different fenestration product. 2. Enter the type of fenestration; M=Manufactured, SB=Site-built, and F=Field Fabricated. 3. The allowed U-factor and (R)SHGC values are from Table 143-A, B or C. 4. If the Proposed window does not use an overhang then fenestration SHGC is treated the same as RSHG. Do not fill the overhang columns. 5. For Relative SHGC; an overhang must extend beyond both sides of the window jamb a distance equal to the overhang projection. 6. Use Equation 143-A, Relative Solar Heat Gain to calculate the RSHG for overhangs. 7. Multiply the overhang factor (HIV) from RCM Table 3-6 with overhang SHGC, Column M, resulting the overhang RSHG value. Enter value in Max (R)SHGC on ENV-1C, Fenestration Surface, Page 1. 2008 Nonresidential Comolance Forms Auaust 2009 ENVELOPECOMPOMENTAPPROACH (Page 4 of 4) ENV-2C ' Project Name: I Date: 'Climate Zone: ~61DENCE INN.-EXERCISE F?J'1 '160 ll-'a-2011 CA ZONE 1 SKYLIGHT AREA CALCULATION See Sec. 143(a)6A in the Energy Standards ACTUAL STANDARD ALLOWED GROSS ROOF AREA SKYLIGHT AREA A IF Atrium/Skylight Height is ~55 ft; NIA ft2x 0.05 = ft2 or B. IF Atrium/Skylight Height is> 55 ft; ft2x 0.10 = ft2 C. Proposed Skylight Area ft2 D. Skylight % = Proposed Skylight Area ~ by Actual Gross Roof Area = % If the PROPOSED SKYLIGHT AREA is greater than the STANDARD ALLOWED SKYLIGHT AREA then the Envelope Component Approach may not be used. The skylight percentage determines the appropriate row for the maximum U-factor allowed TO BE USED IN THE Skylight Details. See Table 143-A, B or C. SKYLIGHTS DETAILS See Sec. 143(a)6 in the Energy Standards SKYLIGHT GLAZING Li-FACTOR SHGC A B C D E F G H I J K Glass Glass SKYLIGHT NAME With With #Of (e.g., Sky-1, Sky-2) Curb No Curb Plastic Area1 Type2 Panes Proposed Allowed3 Proposed Allowed4 NIA Total Skylight Area Enter above the Total Skylight Area in Window Details ENV-2C Page 3 of 4. 1. Enter the area of each Different skylight product. 2. Enter the type of skylight; M = Manufactured, SB = Site-built, and F = Fabricated. 3. The Allowed U-factor and SHGC values are from table 143-A, B or C. Use Row D Skylight % (from above) to select the allowed SHGC. 4. If the Proposed window does not use an overhang then fenestration SHGC is treated the same as RSHG. RELOCATABLE PUBLIC SCHOOL BUILDINGS -See Sec. 143(a)8 in the Energy Standards Option 1 D Specific Climate Zone Metal Identification Label-Place two labels on D For Specific Climate Zone, use Table 143-A-Prescriptive each relocatable school building and indicate on the building plans. Envelope Criteria. Indicate location on the building plans: Option 2 D Any (All) Climate Zone Metal Identification Label-Place two labels D For Any (ALL) Climate Zone, use Table 143-C -Prescriptive on each relocatable school building and indicate on the building plans. Envelope Criteria. Indicate location on the building plans: 2008 Nonresidential Comolance Forms Auaust 2009 CERTIFICATE OF COMPLIANCE and MECH-1C FIELD INSPECTION ENERGY CHECKLIST (Page 1 of 5) t-'roJect Name: I Date: Climate Zone: ~51DENCE INN.-EXERCISE ~ 1160 ll-~-2011 CA ZONE 1 Project Address: Conditioned Floor 2000 FA~A'T' AYE. CARL.56AD CA 92008 Area: 230 SQ.FT. General lnformatio n Building Type: 181 Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School Bldg. 181 Conditioned Spaces Ounconditioned Spaces Phase of Construction: D New Construction D Addition 181 Alteration Approach of Compliance: 181Component D Overall Envelope TDV Energy D Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: I w I HYAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Equipment 2 Inspection Criteria Special Feature 1 Pass Fail -Describe Reason 3 item or ::;ystem I ags (i.e. AC-1, RTU-1, HP-1) PTAC-.3 D D D Equipment Type4: PACKAGE D D D No of Systems I D D D Max Allowed Heating Capacity 16,100 6TUI-I D D D Minimum Heating Efficiency 3~COF D D D Max Allowed Cooling Capacity 11,200 6TUI-I. D D D Cooling Efficiency ~e'J l=I=~ D D D Duct Location/ A-Value R-8~ D D D Duct Leakage Testing -If Yes, a D D D MECH-4A must be submitted -- Economizer N D D D Thermostat y D D D Fan Control y D D D FIELD INSPECTION ENERGY CHECKLIST Equipment2 Inspection Criteria Special Feature 1 Pass Fail -Describe Reason3 Item or System Tags D D D (i.e. AC-1, RTU-1, HP-1) Equipment Type4: D D D No of Systems D D D Max Allowed Heating Capacity D D D Minimum Heating Efficiency D D D Max Allowed Cooling Capacity D D D Cooling Efficiency D D D Duct Location/ A-Value D D D Duct Leakage Testing -If Yes, a D D D MECH-4A must be submitted t:conom,zer D D D 1nermostat D D D r-an vornro1 D D D 1. Indicate special feature DETAILS on Page 2 of the Inspection 1.Jnecklist Form. 2. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsifie party shall resubmit energy comp /iance to include the new changes. 3. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. 4. Indicate Equipment Type: Gas(Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other 2008 Nonresidential Compliance Forms August2009 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Page 2 of 5) MECH-1C 1-'roJect Name: ~SIDENCE INN.-EXERCISE RM. l~fD I Date: ll-<a-2fDII SPECIAL FEATURES INSPECTION CHECKLIST The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted NIA Discrepancies: 2008 Nonresidential Compliance Forms August2009 ~ .(' CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Page 3 of 5) MECH-1C Project Name: Date RE51DENCE INN-EXERCISE RM '160 II-S-11 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the Plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the applicable boxes by all acceptance tests that apply and list all equipment that requires an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems. The NA number designates the Section in the Appendix of the Nonresidential Reference Appendices Manual that describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately Enforcement Agency: Systems Acceptance. Before occupancy permit is granted for a newly constructed building or space, or a new space-conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. Systems Acceptance. Before occupancy permit is granted. All newly installed HVAC equipment must be tested using the Acceptance Requirements. The MECH-1 C form is not considered a completed form and is not to be accepted by the building department unless the correct boxes are checked. The equipment requiring testing, person performing the test ( Example: HVAC installer, TAB contractor, controls contractor, PE in charge of project) and what Acceptance test must be conducted, The following checked-off forms are required for ALL newly installed equipment. In addition a Certificate of Acceptance forms shall be submitted to the building department that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of Sec. 10-103(b) and Title 24 Part 6. The building inspector must receive the properly filled out and signed forms before the building can receive final occupancy. Test Description MECH-2A MECH-SA MECH-4A MECH-SA MECH-6A MECH-7A MECH-SA MECH-9A MECH-10A MECH-11A Outdoor Ventilation Constant Demand Hydronic for Volume& Air Control Supply Valve System Automatic Equipment Requiring Testing or #of VAV& Single-Zone Distribution Economizer Ventilation Fan Leakage Supply Water Variable Flow Demand Shed Verification units GAV Unitary Ducts Controls DCV VAV Test Temp. Reset Control Control FTAC-3 I r8I 181 r8I D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D 2008 Nonresidential Compliance Forms August2009 • CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 4 of 5) MECH-1C Proiect Name: I Date RESIDENCE INN-EXERCISE RM '160 ll-~-11 Test Description MECH-12A MECH-13A MECH-14A MECH-15A Fault Automatic Fault Distributed Detection & Detection & Energy Storage Thermal Energy Diagnostics Diagnostics for DXAC Storage (TES) Test Performed By: Equipment Requiring Testing #of for DX Units Air &Zone Systems Systems FTAC-3 I 181 D D D MECI-IANICAL CONmACTORS D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D 2008 NonresideritTal Compliance Forms August2009 CERTIFICATE OF COMPLIANCE and • FIELD INSPECTION ENERGY CHECKLIST (Part 5 of 5) MECH-1C 1-'roJect Name: Date: ~SIDENCE INN-EXERCISE Fa'1 tl60 11-S-II Documentation Author's Declaration Statement I certify that this Certificate of Compliance documentation is accurate and complete. Name: I t>Ignature: ~~~ TOM Q.LE (jompany: uate: 6TA ENGslNEERS, INC. 11-ca-11 Address: If Applicable CEA# Sl2S CONVOY STREET, SUITE 212 CEPE# City/State/Zip Phone: SAN DIEGO, CA S2111 8S8-11S-6601 Principal Mechanical Designer's Declaration Statement I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the mechanical design. This Certificate of Compliance identifies the mechanical features and performance specifications required for complance with Title 24, Parts 1 and 6 of the California Code of Regulations. The design features represented on the Certificate of Compliance are consistent with the information provided to document this design on the other applicable compliance forms, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Name: I Signature: ~~~ TOM Q. I I= t=.E. (jompany Name: uate: 6TA ENGslNEERS INC. II-S-11 Address: License# Sl2S CONVOY STREET SUITE 212 M32851 (jIty1::;tatewp r-none: SAN DIEGO CA S2111 8S8-11S-6601 Mandatory Measures Indicate location on building plans of Note Block for Mandatory Measures tll~ MECHANICAL COMPLIANCE FORMS & WORKSHEETS (check box if worksheet is included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, refer to the 2008 Nonresidential Manual Note: The Enforcement Agency may require all forms to be incorporated onto the building plans. 181 MECH-1C Certificate of Compliance, Required on plans for all submittals. 181 MECH-2C Mechanical Equipment Summary is required for all submittals. 181 MECH-3C Mechanical Ventilation and Reheat is required for all submittals with mechanical ventilation. 181 MECH-4C Fan Power Consumption is required when for all prescriptive submittals. 2008 Nonresidential Compliance Forms August2009 AIR SYSTEM REQUIREMENTS (Page 1 of 3) MECH-2C .. PRUJEvT NAME: DATE: ~SIDENCE INN-EXE~ISE ~ 1160 11-9-11 Indicate Air Systems Type (Central, Single Zone, Package, VA V or etc ... ) Item or System Tags FTAC-.3 (i.e. AC-1, RTU-1, HP-1) No. of Systems I Indicate Page Reference on the Plans or Schedule list or list information below MANDATORY MEASURES T-24 Sections Heating Equipment Efficiency 112{a) 3.0 COP Cooling Equipment Efficiency 112{a) 9.0 EER HVAC or Heat Pump Thermostats 112(b), 112(c) y Furnace Controls/Thermostat 112(c), 115(a) -- Natural Ventilation 121 (b) y Mechanical Ventilation 121 (b) -- VAY Minimum Position Control 121 (c) -- Demand Control Ventilation 121 (c) -- Time Control 122{e) y Setback and Setup Control 122{e) y Outdoor Damper Control 122{f) y Isolation Zones 122(g) -- Pipe Insulation 123 -- Duct Insulation 124 R-8.0 PRESCRIPTIVE MEASURES Calculated Design Heating Load 144(a & b) 12,SOO 6TUI-I Calculated Design Cooling Load 144(a & b) 18.2&0 6TUI-I. Fan Control 144(c) -- DP Sensor Location 144(c) -- Supply Pressure Reset (DDC only) 144(c) -- Simultaneous Heat/Cool 144(d) y Economizer 144(e) y Heat and Cool Air Supply Reset 144(f) -- Electric Resistance Heating 1 144(g) -- Heat Rejection System 144 (h) -- Air Cooled Chiller Limitation 144 (i) -- Duct Leakage Sealing. If Yes, a 144(k) MECH-4-A must be submitted -- 1. Total installed capacity (MBtulh) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. if electric heat is used explain which exception( s) to Sec. 114(g)apply. 2008 Nonresidential Compliance Forms August2009 .; C WATER SIDE SYSTEM REQUIREMENTS (Page 2 of 3) MECH-2C PROJECT NAME: DATE: RESIDENCE INN-EXERCISE Fa'1 '160 11-S-II WATER2SIDE SYSTEMS: Towers, Boilers, Hydronic Loops Item or System Tags (i.e. AC-1, RTU-1, HP-1, CT-1, etc ... ) 1 NIA No. of Systems NIA Indicate Page Reference on Plans or Specification 2 MANDATORY MEASURES T-24 Sections Equipment Efficiency 112(a) NIA Pipe Insulation 123 NIA PRESCRIPTIVE MEASURES Cooling Tower Fan Controls 144(a & b) NIA Cooling Tower Flow Controls 144(h) NIA Variable Flow System Design 144(h) NIA Chiller and Boiler Isolation 1440) NIA CHW and H HW Reset Controls 1440) NIA WLHP Isolation Valves 1440) NIA VSD on CHW, CW & WLHP Pumps > 5HP 1440) NIA DP Sensor Location 1440) NIA 1. The Proposed equipment need to match the building plans schedule or specifications. If a requirement is not applicable, put "NI A" in the column next to applicable section. 2. For each chiller, cooling tower, boiler, and hydronic loop (or groups of similar equipment) fill in th ereference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "NI A" in the column next to applicable section. 2008 Nonresidential Compliance Forms August2009 ~ SERVICE HOT WATER & POOL/SPA REQUIREMENTS (Page 3 of 3) MECH-2C PROJECT NAME: I DATE: RESIDENCE INN-EXERCISE RM '160 11-9-11 Service Hot Water, Pool Heating Item or System Tags (i.e. WH-1, WHP, DHW, etc ... ) 1 NIA No. of Systems NIA Indicate Page Reference on Plans or Schedule 2 MANDATORY MEASURES T-24 Section SERVICE HOT WATER Certified Water Heater 111, 113 (a) NIA Water heater Efficiency 113 {b) NIA Service Water Heating Installation 113 (c) NIA Pipe Insulation 123 NIA POOL AND SPA Pool and Spa Efficiency and Control 114 (a) NIA 114 (b) NIA Pool and Spa Electric Resisting Heating Exception Pool and Spa Installation 114 (b) NIA Pool Heater -No Pilot Light 115 (c) NIA Spa Heater -No Pilot Light 115 (d) NIA Pipe Insulation 123 NIA 1: The Proposed equipment need to match the building plans schedule or specifications. If a requirement is not applicable, put "NIA" in the column next to the measure. 2: For each water heater, pool heat and domestic water loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "NIA" 2008 Nonresidential Compliance Forms August2009 • ,,, MECHANICAL VENTILATION AND REHEAT MECH-3C PROJECT NAME DATE ~SIDENCE INN-EXERCISE ~ '160 II-S-11 MECHANICAL VENTILATION SEC. 121 (b)2 REHEAT LIMITATION SEC. 144(d) AREA BASIS OCCUPANCY BASIS VAVMinimum A B C D E F G H I J K L M N Min Min REQ 50% of Design Design Max of Condition CFM CFMby CFM CFMby V.A. Design Zone Columns minimum Zone/ Area per Area Num of per Occupant Max of Ventilation Air Supply 8 x 0.4 H,J, K, Air Transfer System (ft2) (ft2) BxC People Person ExF D orG cfm cfm cfm/ft 30 cfm setpoint Air PTAC-.3 2.3(2) 0.IS 34.S s 15 ,s ,s 1(2)(2) 15 15 15 15 15 15 15 15 15 Totals s ,s 100 Column I Total Design Ventilation Air C Minimum ventilation rate per Section 121, table 121-A E Based on fixed seat or the greater of the expected number of occupants and 50 % of the CBC occupant load for egress purposes for spaces without fixed seating. H Required Ventilation Air (REQ'D V.A.) is the larger of the ventilation rates calculated on a AREA BASIS or OCCUPANCY BASIS ( Column Dor G) I Must be greater than or equal to H, or use Transfer air ( column N) to make up the difference. J Design fan supply cfm (Fan CFM) x 50 %; or the design zone outdoor airflow rate per Sec. 121. K Condition area (tt2} x 0.4 cfm!tt2; or L Maximum of Columns H, J, K, or 300 cfm M This must be less than or equal to Column L and greater than or equal to the sum of Column H plus N. N Transfer Air must be provided where the Required Ventilation Air (Column H) is greater than the Design Minimum Air (Column M). Where required, transfer air must be greater than or equal to the difference between the Required Ventilation Air (Column H) and the Design Minimum Air (Column M), Column H minus M. 2008 Nonresidential Compliance Forms August2009 FAN POWER CONSUMPTION MECH-4C PROJECT NAME: DATE: RESIDENCE INN-exe~1se ~ 1116f> 11-9-11 NOTE:Provide one copy of this worksheet for each fan system with a total fan system greater than 25 hp for Constant Air Volume (CA VJ Fan Systems or Variable Air Volume (VA VJ Systems when using the Prescriptive Approach. see Power Consumption of fans Sec. 144 (cJ A 8 C D E F FAN DESCRIPTION EFFICIENCY PEAK WATTS DESIGN NUMBER OF BxEx746/ BRAKE HP MOTOR DRIVE FANS (C x D) NIA Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 1) TOTAL FAN SYSTEM POWER (WATTS, SUM 144-A in Sec. 144(c) of the Energy Standards COLUMN F) II\) If filter pressure drop (SPa) is greater than 1 inch 2) SUPPLY DESIGN AIRFLOW (CFM) W.C. or 245 Pascal than enter SPa on line 4. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1/ Row W/CFM Enter Total Fan pressure drop across the fan (SPf) 2)1 on Line 5. 4) SPa 8) Calculate Fan Adjustment and enter on line 6. 5) SPf C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SPa -1)/ SPf on Row 7 7) ADJUSTED FAN POWEIE INDEX (Line 3 x Line 6) 1 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not be exceed 0.8 wlcfm for Constant Volume systems or 1.25 w/cfm for VA V systems. 2008 Nonresidential Comoliance Forms Auaust2009 TITLE 24 RESIDENCE INN-TYPICAL 1-BR& STUDIO UNIT 2000 FARADAY AVE. CARLSBAD, CA 92008 BY: BTA Engineers, Inc. Mechanical Plumbing Energy Consultants 5125 Convoy Street, Suite 212 San Diego, CA 92111 858-715-6601 CERTIFICATE OF COMPLIANCE and MECH-1C FIELD INSPECTION ENERGY CHECKLIST (Page 1 of 5) Project Name: I Date: Climate Zone: ~SIDENCE INN.-TYPICAL 1-61:DROOM, STUDIO UNIT II-S-2011 CA ZONE 1 Project Aaaress: Conditioned Floor 2000 FARADAY AVE. CARl.56AD CA S2008 Area: 42& SQ.FT, General Information Building Type: 181 Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School Bldg. 181 Conditioned Spaces Ounconditioned Spaces Phase of Construction: D New Construction D Addition 181 Alteration Approach of Compliance: 181Component D Overall Envelope TDV Energy D Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: I s I HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Equipment2 Inspection Criteria Special Feature 1 Pass Fail -Describe Reason3 Item or System Tags D D D (i.e. AC-1, RTU-1, HP-1) PTAC-1 Equipment Type4: PACKAGE D D D No of Systems 1~2 D D D Max Allowed Heating Capacity 11,600 6TUH D D D Minimum Heating Efficiency 3§; COP D D D Max Allowed Cooling Capacity 11,400 6TUH. D D D Cooling Efficiency SR; l=I=~ D D D Duct Location/ R-Value R-SR; D D D Duct Leakage Testing -If Yes, a D D D MECH-4A must be submitted -- Economizer N D D D Thermostat y D D D Fan Control y D D D FIELD INSPECTION ENERGY CHECKLIST Equipment2 Inspection Criteria Special Feature 1 Pass Fail -Describe Reason 3 Item or System Tags D D D (i.e.AC-1, RTU-1, HP-1) Equipment Type4: D D D No of Systems D D D Max Allowed Heating Capacity D D D Minimum Heating Efficiency D D D Max Allowed Cooling Capacity D D D Cooling Efficiency D D D Duct Location/ R-Value D D D Duct Leakage Testing -If Yes, a D D D MECH-4A must be submitted t:conomIzer D D D 1 nermostat D D D ran l,OntroI D D D 1. 1na1cate spec,at reature ut: t AtL:::; on /Jage 2 or tne tnspect,on 0necKllst t-orm. 2. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsitie party shall resubmit energy compliance to include the new changes. 3. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. 4. Indicate Equipment Type: Gas(Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other 2008 Nonresidential Compliance Forms August2009 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Page 2 of 5) MECH-1C t-'roJect Name: ~SIDENCE INN.-TYPICAL I-BEDROOM4 STUDIO UNIT I Date: 11-S-2011 SPECIAL FEATURES INSPECTION CHECKLIST The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted NIA Discrepancies: 2008 Nonresidential Compliance Forms August2009 .. CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Page 3 of 5) MECH-1C Project Name: uate RESIDENCE INN.-TYPICAL l-6EDROOM.e STUDIO UNIT 11-ca-2011 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the Plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the applicable boxes by all acceptance tests that apply and list all equipment that requires an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems. The NA number designates the Section in the Appendix of the Nonresidential Reference Appendices Manual that describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately Enforcement Agency: Systems Acceptance. Before occupancy permit is granted for a newly constructed building or space, or a new space-conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. Systems Acceptance. Before occupancy permit is granted. All newly installed HVAC equipment must be tested using the Acceptance Requirements. The MECH-1 C form is not considered a completed form and is not to be accepted by the building department unless the correct boxes are checked. The equipment requiring testing, person performing the test ( Example: HVAC installer, TAB contractor, controls contractor, PE in charge of project) and what Acceptance test must be conducted, The following checked-off forms are required for ALL newly installed equipment. In addition a Certificate of Acceptance forms shall be submitted to the building department that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of Sec. 10-103{b) and Title 24 Part 6. The building 1nspector must receive the properly filled out and signed forms before the building can receive final occupancy. Test Description MECH-2A MECH-3A MECH-4A MECH-SA MECH-6A MECH-7A MECH-SA MECH-9A MECH-10A MECH-11A Outdoor Ventilation Constant Demand Hydronic for Volume& Air Control Supply Valve System Automatic Equipment Requiring Testing or #of VAV& Single-Zone Distribution Economizer Ventilation Fan Leakage Supply Water Variable Flow Demand Shed Verification units CAV Unitary Ducts Controls DCV VAV Test Temp. Reset Control Control FTAC-1 102 181 181 181 D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D 2008 Nonresidential Compliance Forms August2009 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 4 of 5) MECH-1C Project Name: l Date RE51DENCE INN.-TYPICAL 1-BED~OOM• STUDIO UNIT 11-9-2011 Test Description MECH-12A MECH-13A MECH-14A MECH-15A Fault Automatic Fault Distributed Detection & Detection & Energy Storage Thermal Energy Diagnostics Diagnostics for DXAC Storage (TES) Test Performed By: Equipment Requiring Testing # of for DX Units Air& Zone Systems Systems FTAC-1 102 181 D D D MECI-IANIC.Al CONTRACT~ D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D 2008 Nonresidential Compliance Forms August2009 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 5 of 5) MECH-1C no1ect Name: uate: RESIDENCE INN.-TYPICAL 1-6ED~' STUDIO UNIT 11-9-2011 Documentation Author's Declaration Statement I certify that this Certificate of Compliance documentation is accurate and complete. Name: I ::;Ignature: -ZA?C~~ TOM Q.LE Gompany: uate: 6TA ENG:INEERS, INC. 11-9-11 Address: If Applicable CEA# Sl2S CONVOY STREET, SUITE 212 CEPE# City/State/Zip Phone: SAN DIEGO, CA 92111 esa-11!;-6601 Principal Mechanical Designer's Declaration Statement I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the mechanical design. This Certificate of Compliance identifies the mechanical features and performance specifications required for complance with Title 24, Parts 1 and 6 of the California Code of Regulations. The design features represented on the Certificate of Compliance are consistent with the information provided to document this design on the other applicable compliance forms, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Name: I Signature: ~~ TOM Q. I I= P.E. liompany Name: Date: 6TA ENGINEERS INC. 11-9-11 Address: ucense'ff &12& CONVOY STREET SUITE 212 M32SS1 liIty /::itate!Llp l'"'none: SAN DIEGO CA 92111 SS8-11S-~~01 Mandatory Measures Indicate location on building plans of Note Block for Mandatory Measures t::11'1 MECHANICAL COMPLIANCE FORMS & WORKSHEETS (check box if worksheet is included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, refer to the 2008 Nonresidential Manual Note: The Enforcement Agency may require all forms to be incorporated onto the building plans. 181 MECH-1C Certificate of Compliance, Required on plans for all submittals. l8J MECH-2C Mechanical Equipment Summary is required for all submittals. 181 MECH-3C Mechanical Ventilation and Reheat is required for all submittals with mechanical ventilation. 181 MECH-4C Fan Power Consumption is required when for all prescriptive submittals. 2008 Nonresidential Compliance Forms August2009 • AIR SYSTEM REQUIREMENTS (Page 1 of 3) MECH-2C PROJl::v I NAME: DATE: RESIDENCE INN.-TYPICAL I-BEDROOM• STUDIO UNIT 11-13-2011 Indicate Air Systems Type (Central, Single Zone, Package, VA V or etc ... ) Item or System Tags FTAC-1 (i.e. AC-1, RTU-1, HP-1) No. of Systems 102 Indicate Page Reference on the Plans or Schedule list or list information below MANDATORY MEASURES T-24 Sections Heating Equipment Efficiency 112(a) 3§; COP Cooling Equipment Efficiency 112(a) 13§; EER HV AC or Heat Pump Thermostats 112(b), 112(c) y Furnace Controls/Thermostat 112(c), 115(a) -- Natural Ventilation 121 (b) y Mechanical Ventilation 121 (b) -- VAY Minimum Position Control 121 (c) -- Demand Control Ventilation 121 (c) -- Time Control 122(e) y Setback and Setup Control 122(e) y Outdoor Damper Control 122(f) y Isolation Zones 122(g) -- Pipe Insulation 123 -- Duct Insulation 124 NIA PRESCRIPTIVE MEASURES Calculated Design Heating Load 144(a & b) '3,S00 6TUI-I Calculated Design Cooling Load 144(a & b) l2,2S0 6TUI-I. Fan Control 144(c) -- DP Sensor Location 144(c) -- Supply Pressure Reset (DDC only) 144(c) -- Simultaneous Heat/Cool 144(d) y Economizer 144(e) y Heat and Cool Air Supply Reset 144(f) -- Electric Resistance Heating 1 144(g) -- Heat Rejection System 144 (h) -- Air Cooled Chiller Limitation 144 (i) -- Duct Leakage Sealing; If Yes, a 144(k) MECH-4-A must be submitted -- 1. Total installed capacity (MBtulh) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. if electric heat is used explain which exception(s) to Sec. 114(g)apply. 2008 Nonresidential Compliance Forms August2009 ,. " ,. WATER SIDE SYSTEM REQUIREMENTS (Page 2 of 3) MECH-2C ~ PROJECT NAME: DATE: F?ESIDENCE INN.-TYPICAL 1-6EDR00Mt STUDIO UNIT 11-':1-2011 WATER2SIDE SYSTEMS: Towers, Boilers, Hydronic Loops Item or System Tags (i.e. AC-1, RTU-1, HP-1, CT-1, etc ... ) 1 NIA No. of Systems NIA Indicate Page Reference on Plans or Specification 2 MANDATORY MEASURES T-24 Sections Equipment Efficiency 112(a) NIA Pipe Insulation 123 NIA PRESCRIPTIVE MEASURES Cooling Tower Fan Controls 144(a & b) NIA Cooling Tower Flow Controls 144(h) NIA Variable Flow System Design 144(h) NIA Chiller and Boiler Isolation 1440) NIA CHW and HHW Reset Controls 1440) NIA WLHP Isolation Valves 1440) NIA VSD on CHW, CW & WLHP Pumps > 5HP 1440) NIA DP Sensor Location 1440) NIA 1. The Proposed equipment need to match the building plans schedule or specifications. If a requirement is not applicable, put "NI A" in the column next to applicable section. 2. For each chiller, cooling tower, boiler, and hydronic loop (or groups of similar equipment) fill in th ereference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "NIA" in the column next to applicable section. 2008 Nonresidential Compliance Forms August2009 SERVICE HOT WATER & POOL/SPA REQUIREMENTS (Page 3 of 3) MECH-2C PROJECT NAME: l DATE: RESIDENCE INN.-TYPICAL 1-6EDROOM.t STUDIO UNIT 11-9-2011 Service Hot Water, Pool Heating Item or System Tags (i.e. WH-1, WHP, DHW, etc ... ) 1 NIA No. of Systems NIA Indicate Page Reference on Plans or Schedule 2 MANDATORY MEASURES T-24 Section SERVICE HOT WATER Certified Water Heater 111,113 (a) NIA Water-heater Efficiency 113 (b) NIA Service Water Heating Installation 113 (c) NIA Pipe Insulation 123 NIA POOLANDSPA Pool and Spa Efficiency and Control 114 (a) NIA 114 (b) NIA Pool and Spa Electric Resisting Heating Exception Pool and Spa Installation 114 (b) NIA Pool Heater -No Pilot Light 115 (c) NIA Spa Heater -No Pilot Light 115 (d) NIA Pipe Insulation 123 NIA 1: The Proposed equipment need to match the building plans schedule or specifications. If a requirement is not applicable, put "NIA" in the column next to the measure. 2: For each water heater, pool heat and domestic water loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "NIA" 2008 Nonresidential Compliance Forms August2009 '" MECHANICAL VENTILATION AND REHEAT MECH-3C PROJECT NAME DATE RESIDENCE INN.-TYPICAL l-6EDR00Mt STUDIO UNIT l1-~-2011 MECHANICAL VENTILATION SEC. 121{b)2 REHEAT LIMITATION SEC. 144(d) AREA BASIS OCCUPANCY BASIS VAVMinimum A B C D E F G H I J K L M N Min Min REQ 50%of Design Design Max of Condition CFM CFMby CFM CFMby V.A. Design Zone Columns minimum Zone/ Area per Area Num of per Occupant Max of Ventilation Air Supply 8 X 0.4 H,J, K, Air Transfer System (ft2) (ft2) BxC People Person ExF D orG cfm cfm cfm/ft 30 cfm setpoint Air PTAC-1 42S 0.IS 6.3.S I 15 IS NATURAL VENTILATION 15 15 15 15 15 15 15 15 15 Totals Column I Total Design Ventilation Air C Minimum ventilation rate per Section 121, table 121-A E Based on fixed seat or the greater of the expected number of occupants and 50 % of the CBC occupant load for egress purposes for spaces without fixed seating. H Required Ventilation Air (REQ'D V.A.J is the larger of the ventilation rates calculated on a AREA BASIS or OCCUPANCY BASIS ( Column Dor GJ I Must be greater than or equal to H, or use Transfer air ( column NJ to make up the difference. J Design fan supply cfm (Fan CFMJ x 50 %; or the design zone outdoor airflow rate per Sec. 121. K Condition area (fl2} x 0.4 cfm/ft2; or L Maximum of Columns H, J, K, or 300 cfm M This must be less than or equal to Column L and greater than or equal to the sum of Column H plus N. N Transfer Air must be provided where the Required Ventilation Air (Column HJ is greater than the Design Minimum Air (Column MJ. Where required, transfer air must be greater than or equal to the difference between the Required Ventilation Air (Column HJ and the Design Minimum Air (Column MJ, Column H minus M. 2008 Nonresidential Compliance Forms August2009 FAN POWER CONSUMPTION MECH-4C PROJECT NAME: DATE: ~SIDENCE INN.-TYPICAL l-6EDRC>OM• STUDIO UNIT ll-<a-2011 NOTE:Provide one copy of this worksheet for each fan system with a total fan system greater than 25 hp for Constant Air Volume (CA VJ Fan Systems or Variable Air Volume (VA VJ Systems when using the Prescriptive Approach. see Power Consumption of fans Sec. 144 (cJ A B C D E F FAN DESCRIPTION EFFICIENCY PEAK WATTS DESIGN NUMBER OF 8 x Ex 746 / BRAKE HP MOTOR DRIVE FANS (Cx D) NIA Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 1) TOTAL FAN SYSTEM POWER (WATTS, SUM 144-A in Sec. 144(c) of the Energy Standards COLUMN F) ~) If filter pressure drop (SPa) is greater than 1 inch 2) SUPPLY DESIGN AIRFLOW (CFM) W.C. o·r 245 Pascal than enter SPa on line 4. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1/ Row Enter Total Fan pressure drop across the fan (SPf) 2)1 W/CFM on Line 5. 4) SPa 8) Calculate Fan Adjustment and enter on line 6. 5) SPf C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SPa -1)/ SPf on Row? 7) ADJUSTED FAN POWEi[ INDEX (Line 3 x Line 6) 1 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not be exceed 0.8 wlcfm for Constant Volume systems or 1.25 w/cfm for VA V systems. 2008 Nonresidential Comoliance Forms Auaust2009 • TITLE 24 RESIDENCE INN-TYPICAL 2-BEDROOM UNITS 2000 FARADAY AVE. CARLSBAD, CA 92008 BY: BT A Engineers, Inc. Mechanical Plumbing Energy Consultants 5125 Convoy Street, Suite 212 San Diego, CA 92111 858-715-6601 CERTIFICATE OF COMPLIANCE and MECH-1C FIELD INSPECTION ENERGY CHECKLIST (Page 1 of 5) Project Name: I Date: Climate Zone: RESIDENCE INN.-TYPICAL 2-6EDROOMS UNIT II-S-2(Z)II CA ZONE 1 Proiect Address: Conditioned Floor 2~ FARADAY AVE. CARL.S6AD CA S2(Z)(l)8 Area: 68(Z) SQ.FT. General Information Building Type: 181 Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School Bldg. 181 Conditioned Spaces Dunconditioned Spaces Phase of Construction: D New Construction D Addition 181 Alteration Approach of Compliance: 181Component D Overall Envelope TDV Energy D Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: I s I HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Equipment 2 Inspection Criteria Special Feature 1 Pass Fail -Describe Reason 3 Item or ::;ystem lags D D D (i.e. AC-1, RTU-1, HP-1) FTAC-2 Equipment Type4: PACKAGE D D D No of Systems IS D D D Max Allowed Heating Capacity 16 ,1(l)(l) 6TUI-I D D D Minimum Heating Efficiency 3§) COP D D D Max Allowed Cooling Capacity 11,200 6TUI-I. D D D Cooling Efficiency S.0 f::'f::'N2 D D D Duct Location/ R-Value NIA D D D Duct Leakage Testing -If Yes, a D D D MECH-4A must be submitted -- Economizer N D D D Thermostat y D D D Fan Control y D D D FIELD INSPECTION ENERGY CHECKLIST Equipment2 Inspection Criteria Special Feature 1 Pass Fail -Describe Reason 3 Item or System Tags D D D (i.e. AC-1, RTU-1, HP-1) Equipment Type4: D D D No of Systems D D D Max Allowed Heating Capacity D D D Minimum Heating Efficiency D D D Max Allowed Cooling Capacity D D D Cooling Efficiency D D D Duct Location/ R-Value D D D Duct Leakage Testing -If Yes, a D D D MECH-4A must be submitted 1::conomIzer D D D ,nermostat D D D ran 0omroI D D D 1. Indicate special feature ut::: IAIL:i on Page 2 ot the Inspection lineckflst Form. 2. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsifie party shall resubmit energy compliance to include the new changes. 3. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. 4. Indicate Equipment Type: Gas(Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other 2008 Nonresidential Compliance Forms August2009 ii .. " CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Page 2 of 5) MECH-1C t'roJect Name: RESIDENCE INN.-TYPICAL 2-6EDROOM UNIT I Date: ll-<a-2e>II SPECIAL FEATURES INSPECTION CHECKLIST The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted NIA Discrepancies: 2008 Nonresidential Compliance Forms August2009 ,, ., • CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Page 3 of 5) MECH-1C Project Name: Date ~ RESIDENCE INN.-TYPICAL 2-6EDROOM5 UNIT 11-S-2011 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the Plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the applicable boxes by all acceptance tests that apply and list all equipment that requires an acceptance test. It all equipment of a certain type requires a test, list the equipment description and the number of systems. The NA number designates the Section in the Appendix of the Nonresidential Reference Appendices Manual that describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget tor the scope of work appropriately Enforcement Agency: Systems Acceptance. Before occupancy permit is granted tor a newly constructed building or space, or a new space-conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. Systems Acceptance. Before occupancy permit is granted. All newly installed HVAC equipment must be tested using the Acceptance Requirements. The MECH-1 C form is not considered a completed form and is not to be accepted by the building department unless the correct boxes are checked. The equipment requiring testing, person performing the test ( Example: HVAC installer, TAB contractor, controls contractor, PE in charge of project) and what Acceptance test must be conducted, The following checked-off forms are required tor ALL newly installed equipment. In addition a Certificate of Acceptance forms shall be submitted to the building department that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of Sec. 10-103(b) and Title 24 Part 6. The building inspector must receive the properly filled out and signed forms before the building can receive final occupancy. Test Description MECH-2A MECH-SA MECH-4A MECH-5A MECH-6A MECH-7A MECH-SA MECH-9A MECH-10A MECH-11A Outdoor Ventilation Constant Demand Hydronic for Volume& Air Control Supply Valve System Automatic Equipment Requiring Testing or #of VAV& Single-Zone Distribution Economizer Ventilation Fan Leakage Supply Water Variable Flow Demand Shed Verification units CAV Unitary Ducts Controls DCV VAV Test Temp. Reset Control Control FTAC-2 IS 181 181 ~ D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D 2008 Nonresidential Compliance Forms August2009 , "' ,-, CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 4 of 5) MECH-1C Pro1ect Name: I Date RESIDENCE INN.-TYPICAL 2-BEDROOMS UNIT 11-9-2011 - Test Description MECH-12A MECH-13A MECH-14A MECH-15A Fault Automatic Fault Distributed Detection & Detection & Energy Storage Thermal Energy Diagnostics Diagnostics for DXAC Storage (TES) Test Performed By: Equipment Requiring Testing #of for DX Units Air& Zone Systems Systems PTAC-2 I!; 181 D D D MECI-IANICAI CONTRACT~ D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D 2008 Nonresidential Compliance Forms August2009 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 5 of 5) MECH-1C noJect Name: uate: ~SIDENCE INN.-TYPICAL 2-6EDROOM5 UNIT 11-9-2011 Documentation Author's Declaration Statement I certify that this Certificate of Compliance documentation is accurate and complete. Name: I Signature: ~~~ TOM Q.LE t;ompany: Date: 6TA ENG:INEE~, INC. 11-9-11 Address: It Applicable CEA# 5125 CONVOY STREET, 5UITE 212 CEPE# City/State/Zip Phone: SAN DIEGO, CA 92111 8&8-115-~~01 Principal Mechanical Designer's Declaration Statement I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the mechanical design. This Certificate of Compliance identifies the m_echanical features and performance specifications required for complance with Title 24, Parts 1 and 6 of the California Code of Regulations. The design features represented on the Certificate of Compliance are consistent with the information provided to document this design on the other applicable compliance forms, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Name: I Signature: ~~~ TOM Q. LE P.E. Company Name: uate: 6TA ENG:INEE~ INC. 11-9-11 Address: ucense'lf 5125 CONVOY S~ET 5UITE 212 M328S1 t;Ity1::;tatetLIp ,--none: SAN DIEGO CA 92111 8S8-115-hh01 Mandatory Measures Indicate location on building plans of Note Block for Mandatory Measures tll'1 MECHANICAL COMPLIANCE FORMS & WORKSHEETS (check box if worksheet is included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, refer to the 2008 Nonresidential Manual Note: The Enforcement Agency may require all forms to be incorporated onto the building plans. l8l MECH-1C Certificate of Compliance, Required on plans for all submittals. 181 MECH-2C Mechanical Equipment Summary is required for all submittals. 181 MECH-3C Mechanical Ventilation and Reheat is required for all submittals with mechanical ventilation. 181 MECH-4C Fan Power Consumption is required when for all prescriptive submittals. 2008 Nonresidential Compliance Forms August2009 r AIR SYSTEM REQUIREMENTS (Page 1 of 3) MECH-2C PRUJECT NAME: DATE: ~51DENCE INN.-TYPICAL 2-6EDROOM5 UNIT 11-9-2011 Indicate Air Systems Type (Central, Single Zone, Package, VA V or etc ... ) Item or System Tags PTAC-2 (i.e. AC-1, RTU-1, HP-1) No. of Systems IS Indicate Page Reference on the Plans or Schedule list or list information below MANDATORY MEASURES T-24 Sections Heating Equipment Efficiency 112(a) 3.0 COP Cooling Equipment Efficiency 112(a) 9.0 EER HVAC or Heat Pump Thermostats 112(b), 112(c) "( Furnace Controls/Thermostat 112(c), 115(a) -- Natural Ventilation 121 (b) "( Mechanical Ventilation 121 (b) -- VAV Minimum Position Control 121 (c) -- Demand Control Ventilation 121 (c) -- Time Control 122(e) "( Setback and Setup Control 122(e) "( Outdoor Damper Control 122(f) "( Isolation Zones 122(g) -- Pipe Insulation 123 -- Duct Insulation 124 NIA PRESCRIPTIVE MEASURES Calculated Design Heating Load 144(a & b) 14,SOO 6TUI-I Calculated Design Cooling Load 144(a & b) 18,2&0 6TUI-I. Fan Control 144(c) -- DP Sensor Location 144(c) -- Supply Pressure Reset (DOC only) 144(c) -- Simultaneous Heat/Cool 144(d) y Economizer 144(e) y Heat and Cool Air Supply Reset 144(f) -- Electric Resistance Heating 1 144(g) -- Heat Rejection System 144 (h) -- Air Cooled Chiller Limitation 144 (i) -- Duct Leakage Sealing. If Yes, a 144(k) MECH-4-A must be submitted -- 1. Total installed capacity (MBtu/h) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. if electric heat is used explain which exception(s) to Sec. 114(g)apply. 2008 Nonresidential Compliance Forms August2009 or- .r WATER SIDE SYSTEM REQUIREMENTS (Page 2 of 3) MECH-2C ' PROJECT NAME: DATE: RESIDENCE INN.-TYPICAL 2-6EDROOM5 UNIT 11-9-2011 WATER2S/DE SYSTEMS: Towers, Boilers, Hydronic Loops Item or System Tags (i.e. AC-1, RTU-1, HP-1, CT-1, etc ... ) 1 NIA No. of Systems NIA Indicate Page Reference on Plans or Specification 2 MANDATORY MEASURES T-24 Sections Equipment Efficiency 112{a) NIA Pipe Insulation 123 NIA PRESCRIPTIVE MEASURES Cooling Tower Fan Controls 144(a & b) NIA Cooling Tower Flow Controls 144(h) NIA Variable Flow System Design 144(h) NIA Chiller and Boiler Isolation 1440) NIA CHW and HHW Reset Controls 1440) NIA WLHP Isolation Valves 1440) NIA VSD on CHW, CW & WLHP Pumps > 5HP 1440) NIA DP Sensor Location 1440) NIA 1. The Proposed equipment need to match the building plans schedule or specifications. If a requirement is not applicable, put" NIA" in the column next to applicable section. 2. For each chiller, cooling tower, boiler, and hydronic loop (or groups of similar equipment) fill in th ereference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "NIA" in the column next to applicable section. 2008 Nonresidential Compliance Forms August2009 ~ f' SERVICE HOT WATER & POOL/SPA REQUIREMENTS (Page 3 of 3) MECH-2C ) PROJECT NAME: I DATE: ~51DENCE INN.-TYPICAL 2-6ED~OOM5 UNIT ll-~-2011 Service Hot Water, Pool Heating Item or System Tags (i.e. WH-1, WHP, DHW, etc ... ) 1 NIA No. of Systems NIA Indicate Page Reference on Plans or Schedule 2 MANDATORY MEASURES T-24 Section SERVICE HOT WATER Certified Water Heater 111, 113 (a) NIA Water heater Efficiency 113 (b) NIA Service Water Heating Installation 113 (c) NIA Pipe Insulation 123 NIA POOL AND SPA Pool and Spa Efficiency and Control 114 (a) NIA 114 (b) NIA Pool and Spa Electric Resisting Heating Exception Pool and Spa Installation 114 (b) NIA Pool Heater -No Pilot Light 115 (c) NIA Spa Heater -No Pilot Light 115 (d) NIA Pipe Insulation 123 NIA 1: The Proposed equipment need to match the building plans schedule or specifications. If a requirement is not applicable, put "NIA" in the column next to the measure. 2: For each water heater, pool heat and domestic water loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "NIA" 2008 Nonresidential Compliance Forms August2009 f!'- MECHANICAL VENTILATION AND REHEAT MECH-3C I_] PROJECT NAME DATE Fij:51DENCE INN.-TYPICAL 2-6EDROOM5 UNIT l1-'a-2011 MECHANICAL VENTILATION SEC.121(b)2 REHEAT LIMITATION SEC. 144(d) AREA BASIS OCCUPANCY BASIS VAVMinimum A B C D E F G H I J K L M N Min Min REQ 50% of Design Design Max of Condition CFM CFMby CFM CFMby V.A. Design Zone Columns minimum Zone/ Area per Area Num of per Occupant Max of Ventilation Air Supply BX 0.4 H,J, K, Air Transfer System (ft2) (ft2) BxC People Person ExF D orG cfm cfm cfm/ft 30 cfm setpoint Air PTAC-2 ---2 15 .30 NATURAL VENTIT AL TION 15 15 15 15 15 15 15 15 15 Totals Column I Total Design Ventilation Air C Minimum ventilation rate per Section 121, table 121-A E Based on fixed seat or the greater of the expected number of occupants and 50 % of the CBC occupant load for egress purposes for spaces without fixed seating. H Required Ventilation Air (REO'D V.A.) is the larger of the ventilation rates calculated on a AREA BASIS or OCCUPANCY BASIS ( Column Dor G) I Must be greater than or equal to H, or use Transfer air ( column N) to make up the difference. J Design fan supply cfm (Fan CFM) x 50%; or the design zone outdoor airflow rate per Sec. 121. K Condition area (ft2} x 0.4 cfm/ft2; or L Maximum of Columns H, J, K, or 300 cfm M This must be less than or equal to Column L and greater than or equal to the sum of Column H plus N. N Transfer Air must be provided where the Required Ventilation Air (Column H) is greater than the Design Minimum Air (Column M). Where required, transfer air must be greater than or equal to the difference between the Required Ventilation Air (Column H) and the Design Minimum Air (Column M), Column H minus M. 2008 Nonresidential Compliance Forms August2009 FAN POWER CONSUMPTION MECH-4C PROJECT NAME: DATE: ~SIDENCE INN.-TYPICAL 2-6EDROOMS UNIT 11-9-2011 NOTE:Provide one copy of this worksheet for each fan system with a total fan system greater than 25 hp for Constant Air Volume (GAV) Fan Systems or Variable Air Volume (VAV) Systems when using the Prescriptive Approach. see Power Consumption of fans Sec. 144 (c) A 8 C D E F FAN DESCRIPTION EFFICIENCY PEAK WATTS DESIGN NUMBER OF 8 XE X 746 / BRAKE HP MOTOR DRIVE FANS (Cx D) NIA Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 1) TOTAL FAN SYSTEM POWER (WATTS, SUM 144-A in Sec. 144( c) of the Energy Standards COLUMN F) A) If filter pressure drop (SPa) is greater than 1 inch 2) SUPPLY DESIGN AIRFLOW (CFM) W.C. or 245 Pascal than enter SPa on line 4. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1/ Row W/CFM Enter Total Fan pressure drop across the fan (SPf) 2) 1 on Line 5. 4) SPa 8) Calculate Fan Adjustment and enter on line 6. 5) SPt C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment = 1-(SPa -1 )/ SPf on Row 7 7) ADJUSTED FAN POWEi[ INDEX (Line 3 x Line 6) 1 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not be exceed 0.8 wlcfm for Constant Volume systems or 1.25 w/cfm for VAV systems. 2008 Nonresidential Comoliance Forms Auaust2009 rlM1E ~ I S?;r/4::f V&tJEWf UJ /ND&)( Carson); Inc. February 8, 2012 Compliance Certification Merchandise to-be. made for Marriott, Carlsbad Residence Inn will be made in c-9mpliance with California Technical Bulletin 117. Carson's, Inc. Janet,D .. Culler Treasurer .P.O. Box U.186 Archdale, NC 27263; Telephone 336-431·1 IOI, Fax 336-431-0677 From:Brown Jordan International 336 622 5000 02/07/2012 13:58 #224 P. 005/010 u D, .:, .L, .£ u .r. u: C. ,.:J rtn r u I r, u ffil t;:,. Lu.. u' p ".La V ~ .t. -r .MA a ~ MOMENTUM GROUP 1781 I Fitch Street, Irvine, Ca 91614-600 I Tel#; (949) 033-8886 Momentum Textiles LoomSaurce Fax~ (949) 033-9233 CERTIFICATE OF CONFORMANCE BRAVO Textus This letter certifies that the above pattern is manufactured to meet the flammability specifications of: * CA BULLETIN 117 SEC. E * BIFMA CLASS 1 * DOT-MVSS 302 * UFAC CLASS 1 * NFPA 260 CLASS 1 This letter does not indicate pattern performance in other flammability tests. Please contact us if you have any questions. Since rely, MOMENTUM GROUP Linda Burris Sales Support cc: File lhm0mgrp From:Brown Jordan International 336 622 5000 02/07/2012 13:58 tt224 P.006/010 Test Report No. SH10056860/TX Date: Apr 121 2010 Page 1 of 2 RICHLOOM SHANGHAI 23H, N0.899 LINGLING ROAD, SHANGHAI. The Following sample(s} was/were submitted and identified by the client as Sample Description Style No. Order No. Manufacturer Country of Destination Test Performed Sample Receiving Date Test Period Date Test Result(s) Conclusion Flammability Remark: Signed for and on behalf of SGS-CSTC Ltd. fYl; David Li {Account Executive) : One sample of bonded cutting in cocoa for furniture. : Nuzzle :382847 : Hexin :U.S.A. : Selected test(s) as requested by applicant * • * : APR. 08, 2010 : APR. 08, 2010 -APR. 12, 2010 : For further details, please refer to the following page(s). M Pass=Meet Richloom's Requirement This da.cumen1 (s.is;ued t>y the "9omp~)I under 11$ General ComnUons.of _Ser,1cept11'?1ad ovatlet\for n.vt11l~Dle on requosrand .:ic:«is:sib!o a_t 9!{1>:!1~.sgs.coml!&<Mll_lj!!l.LC(1{l<!1!i~'l!· htrrt. Attention wn co the. l1mitat1on or lfabmty, lndemnlliCJti11on 6Rd 1u1isdlct1on 1s:.ues defined lherem. Any holder or thu; dccumsnt t$ ~dvi!;:od that inf<mn:alfon c:c:,ta:nod: luuoor. t findings at the Ume or Its lnfcrventlon ,only and wJU11n u,e. limits of Ctfent 's fnstrucbons. 1f any. TJ\e Company's sole resp;:,nslbllitv Is to !ts: Clfenl :and tfili; o tr.ans:,:ctlon rrom e.xerclsing all lhelr r1Qhl$ aoct ot>lig:alioM under the traniac:tlon doei.:ments. Aoy um1u1horrzad a11era11or\, forgery a· .otthls document is unlawful and atrenders may bo proeccuteo lo lh& fuUestexteotofthe taw. snowo In tllls test ropOrl roferonly to the s:imple(s) tested and auch sampla(s) are, roU\ioed tor30 d&ys only. This document ta"1nolbe repcoduced roval ofttte Comp~ny : ·.: .· I 11F,3<11Bullding,tio.669.'l'ishanRoaci.Shaoghai.China 200233 1 {86-2!161402666 I (86-21)64856763 wv;w.en.sg,.com • .,;·:;:·, <1'00 ·.l:l!i>•J'i:llJillB89'J-3<}tl\!lll r!!~!iii:200233 , (86-21)61402666 I (86-21)61956763 e sgsch1na@sgscam ··) ...... -·········-·· ... -····-....... ···-··-····-·-· ...•. ·--··-·--··-··-· ····---····· .. ··-· ..... ·······-·--··--·-·· ·-.. . Memb8r ct the SGS Group (SGS SA) From:Brown Jordan International 336 622 5000 02/07/2012 13:58 tt224 P. 001101 o Test Report No. SH10056860/TX Date: Apr 12, 2010 Page2of2 TestResuH Flammablll!! of California Technical Bulletin 117 ~eQ!IQn E Part 1 Fabric Surface: Face: Smooth; Back: Raised Face Burn Code Burn Code (1) Warp DNI {1) Weft DNI (2) Warp DNI {2) Weft DNI (3) Warp DNI (3) Weft DNI (4) Warp DNI (4) Weft DNI (5) Warp DNI (5) Weft DNI (6) Warp DNI (6) Weft DNI (7} Warp DNI (7} Weft DNI (8) Warp DNI (8) Weft DNI (9) Warp DNI (9) Weft DNI {10} Warp DNI (10) Weft DNI Back Burn Code Burn Code (1) Warp SFpoi (1) Weft SFpoi (2) Warp SFpoi (2)Weft SFpoi (3) Warp SFpoi (3) Weft SFpoi {4)Warp SFpoi (4) Weft SFpoi {5) Warp SFpoi (5) Weft SFpoi (6) Warp SFpoi {6) Weft SFpoi (7) Warp SFpoi {7) Weft SFpoi (8) Warp SFpol (8) Weft SFpoi (9) Warp SFpoi (9) Weft SFpoi (10) Warp SFpoi (10) Weft SFpoi Flammability Classification: Class 1 Remarks: Class 1 -Normal Flammability Textiles meeting these requirements are generally accepted by the trade as having no unusual burning characteristics. SFpoi .. Surface flash at point of impingement only. DNl=Dld not ignite ***END of Report**"' Thlsdocum,;,nt ls :s&u<1d by the Company und«r Its General Cond1t1ons of Service prinlod overlaal cravaUEU>te-on ,eqoestand aecenlb!e .at hllp:J:wiW<.&~s. comll01ms ..-nd Wl'ldilions, htm, • dcawri Io-tho urnnauon ot 1Tablfl1y. lndemnlfication aM Jut1sdlcl1on b5uei; defined thorotn. Any holder of this doCUl'l'lfln! Is od·.,,sed !hat l11foima11on Ca"rlialoe~d'fi9ronn findlog$ at the, tire» of u, lnt~n,cntloi, Qnly anowllhln lt'I& ltmlts or¢1ienl'$ instrucliMt. ;r any. The Company's sole rcsponsibniiy is to ,ts Chunl snd this ~-tr.onsacllon 1rom exercJ5,ing iUI tl'lai, ri;hts. a.niJ Obligations under \he trar.,ac:1ian ~ooum~nts. Any unauthorizod allo&ta!lon, forgery or ranee of tnls document ts unlawful and offandars maybo pros11cuted to tho fulfest uxtenl of the law, shown In this. test report refer only lo lhs !1-arriplo(sj testi,d nnd. stu;iti &ample{s) :are retained far 30 days only. This do<:umenl c:o.nnot be reproduced rowl of lhet Company. ! 1/F,3rdBuildfng,No.8B9.YishanRoad.Shan9hatChina 200233 t j86-21)61402GS6 f ~86-2t)64S58763 WW\:\.cn.s\}S,com !-'Plill • .tl1\! •Jai'.!llll!l8S9-!}3~llllll ____ . _ -~~ltl:200233 ·-····· __ I (86-21)614112S63 ____ I (86--21)649$8763 __ e sgs.china@sgs.com Member ol the SGS Group (SGS SA) From:Brown Jordan International 336.622 5000 02/07/2012 13:58 #224 P.006/010 Test Report No. SH10056860/TX Date: Apr 12, 2010 Page 1 of2 RICHLOOM SHANGHAI 23H, N0.899 LINGLING ROAD, SHANGHAI. The Following sample(s) was/were submitted and identified by the client as Sample Description Style No. Order No. Manufacturer Country of Destination Test Performed * Sample Receiving Date Test Period Date Test Result(s) Conclusion Flammability Remark: Signed for and on behalf of SGS-CSTC Ltd. f2J' L; David Li (Account Executive) : One sample of bonded cutting in cocoa for furniture. : Nuzzle :382847 : Hexin :U.S.A. : Selected test(s) as requested by applicant .. * * " : APR. 08, 2010 : APR. 08, 2010 • APR. 12, 2010 : For further details, please refer to the following page{s). M Pass=Meet Richloom's Requirement This documont (s.fssusd by the Co:1J1pany under Us Gener.ti Cona1tlo11$0l' Ser'lico pr!n1ed ovethH1for 11veJJ.able on te-quesrarid :)Cl;Ussibfc at ht~ !/www.s9s.comflermu ;ind eondilioM, htm. la tha llmUation ol 1fnbnlty, indi,mnUietillon and jurisdh::ti~n is:.uas defined therein.Any holder of thl& dccumonl is"-3,MsO-, lhPt lflf<>rm=ilion CO:H:a:'nOa liiii-ot;,r findings at tne lime ol ltslnferventlcn <Only and within Iha limlJS of Ctie-nt·s Instructions, 1f any. Tlie Compan:,'s sole responsibility is to Us Cli'en, and thli; rau: parUc.s 10 a transaction rrom o:terclsrng all their rig11l$ and o:>llgatlons under the-(r,an$aet10n aocument-.. Any unau1ho,1~et':I '<l.ller.ttio11• forga-y ar ~1'°''~°""unc:c o(lhls dr;icument Is unlawful und allenders may bo p1oaecu1e-o lo tho tuifesunciontofthe taw. othorwlsootated osult& ShOWl't tn this fes1 roporl raf1tronl}' 10the sample{s) te,tect and such samplri(s) are, rotalned tor:30 days only. This do.:umoul ear,no-lbe raptoduced ~ tlri~:~01 ro"8loftt1eCompt:1ny. ~ if : ·.: .• · 1 1/F.3rdBUllding,No869.'f>ShanRoad,Shanghai.China 200233 t {86-2!)61402600 I (86,21)64858763 IW/W,cn.sgs,com · ,:·:;;·, l $00 · J:lle•XtlJil!B89~3-l}ll\\t!li l!~!i\l:200233 t (85-2!)6!4028116 I (86-2!)64958763 • sg,.Cl>!na@sgscorn ··!· ...... _ ...... ~ ... -·--.. -·----··---··----··-.................. --·-----· ---··---··-··-----······ --·--·--........ '"'_, .......... ---~ ...... ·-.. Member of the SGS Group (SGS SA) From:Brown Jordan International 336 622 5000 02/07/2012 13:58 #224 P.007/010 Test Report No. SH10056860/TX Date:Apr12,2010 Page2of2 Test Result Flammablli!! of California T~hnlcal Bulletin 117 ~efillgn E Part 1 Fabric Surface: Face: Smooth; Back: Raised Face Burn Code Burn Code (1) Warp DNI ('1) Weft ONI (2)Warp DNI {2) Weft DNI {3) Warp DNI (3) Weft DNI (4) Warp DNI (4) Weft DNI (5)Warp DNI (5) Weft DNI (6) Warp DNI (6) Weft DNI (7} Warp DNI (7} Weft DNI (8) Warp ON! (8) Weft DNI (9) Warp DNI (9) Weft DNI (10) Warp DNI (10) Weft DNI Back Burn Code Burn Code (1) Warp SFpoi (1) Weft SFpoi (2) Warp SFpoi (2) Weft SFpoi (3) Warp SFpoi {3) Weft SFpoi (4) Warp SFpoi (4) Weft SFpoi (5) Warp SFpoi (5) Weft SFpoi (6) Warp SFpoi (6)Weft SFpoi (7) Warp SFpol (7) Weft SFpoi (8) Warp SFpol (8) Weft SFpoi (9) Warp SFpoi (9) Weft SFpoi (10) Warp SFpol {10) Weft SFpoi Flammability Classification: Class 1 Remarks: Class 1 -Normal Flammability Textiles meeting these requirements are generally accepted by the trade as having no unusual burning characteristics. SFpoi .., Surface flash at point of impingement only. DNl=Did not Ignite ***END of Report** .. ThlSdocumont ls :s,u<1d bytne Comp an!,' under Its Gcntlral Concfl!lons of Servlw printed <iveneaf or avalletilo on, request and accesslblo a:t http://www.sg&,corn/101ms .;n'ld ;c:,ndlhor.s. htnt. • lo th81 llrnltaUcn ol li'&blhly, lndemn!il~tion and jurisdiction isaues define ct theroln. Any holder of this doeumant is .3'c1..,1sed that lnformailoii Co'l\iiiill1.-1fhlirGn:1 ~fi!i'"d•.',llll,;·· '(,a0,u1, 1,,h• .,ofj~~'t~1r!!.sa~J~:~r~~~:~:~1!rri~ w~~r!~~~e,:~i~~ :;yi !e:i1~!u::t~~1~:~1,h!' :~~.~~;~~~i~{~t:.0l~:eira:t~~;~~:cfi~!fa~:1~~~f~;:~h~~ the c:on r appet1ran0e or thJs dDCUmentls unlawful and offanc;hrrs may be prostJo\fll!d to tho folf~st extent or th& law, Un Olh&mlao stated suits shown 1n this. test raporl refer only to the sampfe(s) tes.tBd arid. sttch G.impre{s-) :are retained rcr 30 day$ only. This document ce,nnot be reproduced e t In fu(,!l~il_9pdo~ roval ofthoComp;my. ~ ~r-e $ ~ ) 11i\3rtl Buildir,g,No.889.Y-tShanRoad.Shangt>al.Ctiina 200233 t (86-21)6\\0266" f (86-21)64958763 www.C11.sgs.com J."'Llil • ..l:l!i·J;ttll:/!889.f}3-la-ll!llli_ .. , •. ~~Jl!l:200233 --· •.• l (86-21)614-02116$ --·· I (86-21)64958763 e sgs.tl'.na@sgs.com Member of the SGS Group (SGS SA) rr um, or uw11 1.JUr ua11 .L111.,1:::r 11a1.,1u11a.L .:,.:,c c.::.:: ouuu u.::1u,1.::u1.:: 1.:,,oc CERTIFICATE OF TESTING For Toe Account.Of: DATE: November I.2006 ArcCom Fabrics 33.RamlandSouth Orangeburg, NY 10962 Contact: Patty PosiUipo CERTIFICATE (ORDER) NO.: 1813S CLIENT'S IDENTIFICATION: Lotus (53% Rayon, 47% Polyester, NXl) f CAL117, Sectl~~ E, Part I-Upholstery Fabrics (CS 191-53) Plain Surface Flame Smead Wam . Without Nap (seconds) (Plain Surface) Specimen FACE Specimen l DNI X 1 2 DNI X 2 3 DNI X 3 4 4 s 5 Flame Sgread Fm WithoutNap (Plain Surface) Specimen (seconds) FACE Specimen 1 DNI X 1 z DNI X 2 3 DNI X 3 4· 4 s s • DNI -Did not ignite when exposed to tat ignition source Eiame Spread warn (seconds) DNI DN1 flame Spread Fill . (seconds) DNI DNI • IBE-Ignited but extinguished before burning through stop wrd. ttO::O::'t I". UUD/ U I U WitholllNap (Plain Surface) BACK X X Without Nap (Plain Surface} BACK X X • SF • Surface flash only; stop cord not burned & no burning/charring/fusing of the base fabric. • TSF .. Timed surface flash; stop cord burned, but no burning/ch!lrring/fusfng of the base fabric. Requirements: With nap -Minimum flame spread of any individual specimens shall be 7 seconds. Requirements: Without nap -Minimum flame spread of any individual specimens shall be 3.5 seconds. Conclusion~ The above results indicate COMPLIANCE With th& stated requirements. I certify that the above results \"YCJ'e obtained after testing specimens in accordance with the prooedures and eql.lipment specff'ied by California Technical Bulletin 117, Seotion E, Part I Upholstered Fabrics dated January l 980. Lab Manager: Sallie Cotey Page I of l . u .flt.enj ~clJm: Jennifer Friend A T;XTIL~ TESTING COIAPAHV US HfK STIUeT S.l'I., l\'A.011 Cl!IIUR, I.UCHIG411 ui 15 fElEPHOIIS Sl8,SH.6123 FACBllllll: Gl6.$59.flt9 F-310-A rr um. or uw11 <.1ur oa11 J.llt.t!r 11at.1u11aJ. .J,JD c,r::,r:: OUUU U,C:/Ul/,C:Ul,C: l,J,OD CERTIFICATE OF TESTING For The Account Of: AreCom Fabrics 33 Ramland South Orangebutg, NY 10962 Contact: Patty Posillipo DA:TE: No~ber l, 2006 CERTIFICATE (ORDER) NO.: 1.8135 CLIENT'S IDENTIFICATION: Lotus (53% Rayon, 47% Polyester, NXl) tt,C:,C:'t 1, UU.:1/ U I U TestPerfonned: Upholstered Furniture Action Council (UFAC) Fabric-Classifkation Test Method 1990 (and) National Yn-e Protectlon Agency (NFPA) 260 -2003 CERTIFICATION: The textile sample named above was tested and deemed a UFAC and NFPA 260 Class I cover fabric based on the UFAC and NFPA test methods. This la&oratocy (C$t is not int=ldcd to reflect &bric pcrfimnlncc under 111:tual fife woditions. Tu: ccrtiftcAtion procedure merely ~res the ~ of 11ampk:s uuclet the predctcnnincd and ~ tffl ~,ftlll$ ~ by th# $11ld.ii-d spceiriecf. Thi$ ~llieate ~plies only to the lll:anilaJds at pltlCCSlling idcnlificd .m:itl to the iandom samplc(s) tested. The 1M l1!Sllb arc rcpRSCtttativc of lhe qualit~ or the. piece Of lol only to the extent the ump~ tested is ~tivc<1f tbc picecor lot; Our lq)OltS aad lellcas arc for die exclusive uso ef lhe customer to whoin they are addraiscd,and they and Ifie f;Ol')lOmtiM named above or iis -seals or insignta aro not to Ix: used under any ciu:umsta111:es without our prior written approval. Sampl'lS will not bo rctaint:d, unless Specified by t°* customer. Retained samples will be kept a maximum timt of one year11nks$ a $1*irio rcteOOOn Pfflod is ~ry. CERTIFICATION: I ~ dlat the above results were obtained after testing specimens in ~cordaim with the procedures and equipment specified by the. Upholstered Furniture ktion Council {UF AC) Test -1990 and National Fire Protection Agency (NFPA) 26.0 -2003. Specinm@ ft CJmr Length 6n.} 1 o.so 2 o.so 3 o.so TEST CRITERIA: 1. If the test specimen has no ignition, or if no individual specimen yields a vertical char of 44 mm (1. 75 in.) or less, the fabric. is classified a UFAC and NFPA Class l cover fabric. 2. If the vertical char of the test speejmen greater than 45 mm (1. 75 in.), the fabric is classified a UF AC Class U cover fabric. 3. If an obvious ignition of the polyurethane substrate occurs on the test assembly, the fabric is classified a UFAC Class II cover fabric. CONCLUSION: Based on the above Results and Test Criteria, the item tested is: Class L.x,_ Class II_ Sallie Cotey -Lab Manager Applied Textiles Lab Services Pagtt I QJ I A T E )t T [ L e T e s t I ll G C O l.i p A N '( F-319~A 555 7011 STRl!El s.\'I'., 1Vft011 cunaR. 1UCHIGAI( 031' T;LiPHOH!\ &IG.&SS,$123 FAOSIIIILf GH,SU,6111 From:Brown Jordan International 336 622 5000 02/07/2012 13:57 #224 P. 002/010 lmlalhlajr]ajml 45 Rasons Court Hauppauge, NY 11788 631.582.3434 631:583.9076 Fax ms1haram.com p I March 4, 2009 FLAME CERTIFICATE Milestone Vfas tested and met the requii:ements o(California Bulletin #117, NFPA 260 •. If you have any questions, please call out R&D Department at 631.582.3434 r. From:Brown Jordan International Technical Specifications Pa~tem Application Content Finish Approximate Bolt Size Width Repeat Durability Flammability Lightfastness Maintenance Reduced Environmental Impact Copyright ACTlcons jmla!hlalr!alm] aoo.e4s.3943 33S 622 5000 02/07/2012 13:58 1224 P. 003/010 Pl Milestone ~03901 Contract Seating 78%.Post-lndustrial Recycled Polyl;lster, 15% Polyester, 7% Nylon Stain Resistant 50 yards / 46 meters 54" / 137cm ·NONE/NONE 300,000+ double rubs·· This textile meets all appropriate flammability requirements, including California Bulletin #117 and NFPA 260, and is compatible with California Bulletin #133. 40+ Hours WIS-Clean with water-based cleanser or mild, water-free dry cleaning solvenl E3 Environmenta!Management System: Manufactured at a facility adhering to the environmental standards of the E3 (Encouraging Environmental Excellence) Program set by the American Textile Manufacturer Institute (ATMl). Envi~nmentally lmP.roved Manufacturing Process: heavy metal free dyes with high exhaustion rates Reduced Emissions: Indoor air quality certified under the Greenguard for Children & Schools Program, complies with CA Section 01350 requirements for schools and accepted for CHPS Low-Emittir:ig Materials credits. www.greenguard.org Recycled Content 78% Post-Industrial Recycled Polyester © 1995 Maharam · maharam.com 03/00 From:Brown Jordan International 336 622 5000 02/07/2012 13:59 #224 P. 010/010 BROWN JORDAN™ INTERNATIONAL Retail Brown Jordan Tommy Bahama Pompeii Winston Molla Vineyard Stuart Clark Casual Living Tradewinds Southern Wood Products Browri Jordan Tommy Bahama Charter Lodging by Charter Pompeii Texacraft Tropic Craft Wabash Valley Woodsmiths Lodging by Charter 206 E. Frazier Ave. Liberty, NC 27298 phone: 336.622.220 I fax: 336.622.5000 FLAMMMABILITY CODES / FOAM ALL STANDARD LODGING BY CHARTER PRODUCTS ARE MANUFACTURED TO MEET THE FLAMMABILITY REQUIREMENTS OF CALIFORNIA TECHNICAL BULLETIN #117. ----............ __ .. __ --____ ..,_._ .. ·-....... ---·-• -· • • --.... _.,# ____________ ,, ___ ,_._ -_ .... ____ .., ... --·----........... ,,.. ............. -··---·--·. From:Brown Jordan International 336 622 5000 02/07/2012 13:58 #224 P.004/010 uu,u.J£.,.L'U' ..r.u.s:..w n,s ,u, .1•u•ic;:r11..u• urp v..a.u .,v..£ IMA ~ ~ MOMENTUM GROUP 17811 Fit,;h Str-eet, Irvine, Ca 92614-600 I Tel#: (949) Bl3-BB96 Momentum Textiles LoomSour,:e Fax#: (949) 933.9233 CERTIFICATE OF CONFORMANCE IMPACT Textus This letter certiFies that the above pattern is manufactured to meet the flammability specifications of: * CA BULLETIN 117 SEC. E * UFAC CLASS 1 This letter does not indicate pattern performance in other flammability tests. Please contact us if you have any questions. Since rely, MOMENTUM GROUP ~ .. ~-~~~ Linda Burris Sales Support cc: File lhmomgrp ~ -·---. -----·------·-. ---------.....,; MAY-02-03 FRI 02:45 PM FAX NO. P. 02 commBRCIAL TESTIDD COfflPADY Standard Method of Test for Surface Burorng Charncte'tistlcs ofBttlklingMaterials ASTM l~ 84~0 la Mutcrlal Tested: 20_ oz, Vinyl Wallcovering ReportNul'nb¢r 103007 Test Nurp.bcr 2651-7 444 June 28, 1995 Preparcct for: J, ,Josephson, Inc. So1.1lh U~ckcnsack, New Jersey COMMltH.CIAL Tr:STIN'G COMPANY ~41~/J Erle W. Miles. Jr. President • RESEARCH -ENGINEERING 1215 S. HAMILTON ST. P.O. BOX $85 DALTON~ GA 30722-0985 706/278-3935 J JOSEPHSON INC FAX NO. P. 03 lnt:roifuction; Thi!'. report represents test results on~ ma1eriaJ submJtted for tc~tlng Ly J. Joseph~on, Inc .• of Sou lh Haclrnnsnck. New Jersey. Tho test W..lS cond11cled jn ~,cconlanco wUh the Amorlcan Soclely for Test and Mat(irials fire test Nsponsc standa.nl E84-91o., "Surf"'ce numJngCh~rackrlstlcs ofBui1dingMatcrials." also rcfei:rc:cl to as the StcJncrtunncl icsf. TJ1is method is simlla.r to NFPA No. 255 and UL Standard 723, This inctlJocl haa been approvtc.l for use by agencies of the Department of Dcfonse and for listing 111 t.he noD ln(lexofSpeciflcationsanu Standards. The E 84 fire test response standard should he used to measure and describe the prcipcrtics of rnntcrlals, product.!'!, ot nt-11:ie111hll<>.s la response to ht.~~t and flame un({cr controll<:d lal)oratory conclitJon~. rt should not be nscd for the appraisal, dt~scriptlon, or regulation oftlw Ore hazard ofth..:i matennls. No consMc-mtlon Is ~lH.H.le for X'<=Sull$ that may he obtained If the material be!ng evalu~tecl Wt:rc tesie(i In eomblnntion With other rnatcnals. In the light of present knowledge, fire performance of any m.1terl-al cannot be cvalunted on the br-1~1s ora.ny one test. How<:vcr, results of this test may be used as one ekment of a fire risk W3*iC$Srnent that takes Jnto account all oft he factors that are pertinent to an assessment of the fire hw.arcl ofa 11arUcular encl use, Puq.1ose;! '!'he purpose of lhe test is to determine the relative b1uning behavior of a moterlal by olme:rvtug the flame spr~ad aloug the surface of the spectmcn. lt is Intended to provide <.:(Jmpan'ltlve n1c.asurement.s of surface flame spread and smoke development of materials with that of select grade red oak S.?ld ftlorgonlc Ober reinforced cement boru-d under specHlc fire eX!)Ostire conditlon.s. The test exposes a nominal 25-foot long by 18-inch wide lest specimen to a conLrol11.1d ntr .Clow ~nd [lmnJng fire ndJus(ed to sprond the fl~me along the cntlro length of a rcc.i oak spci;:trncn in 5.5,0 n1Inutes. J)unng the 10-mtnuto t.est duration, flamcsprcad over 1.lw spechu(•n surf,'1.cc and tler1slty of the rci:;ulting smoke are measured and reco.rded. Test results are calcutnted rclntive to lhtJ red oruc $pccimcn, which has un ,-:1.rbltrai:y rntlng of 100. and the cement bor-ird, which hns a r;lUng oro. The te$t results are expressed ~ts Flamespread Index and Smoke Density, Howc:vcr, there Js not necessarily a rt:'.latlonship bclween the meanurements. Test '.Procedure: 'l'hc lest specimens, t1dcct~:d and idenUiled by the client, were concHtioncd to cquilil>rtum in an atmosphere 1mHntalne<l between 79° and 73°F, a11d tl1c relative humidity between 47 and 53 percent. 1',hc zero referi.':n~e and oihcr panm1clet·s crttlca.1 to furnace operation were vcrJfled on t.h~ di,-:iy ofthc te::it by conducting~ IO~rntnutc 1est 1.lslng onc-qua.rt·<:r inch 1norgi-m1c rctnfon.~ed cement lloartl. Portodtc test$ using NOJiMA·cc::rliflecl select grade r~cl oak floonog provided <lata for the 100 rcfernnc:e, The nmtcl"lal submitted was 1llen iested in accoTdance with st.andru·d test method proced~rcs. Mounting Fx-ocedure: Thre<= test panels, e.nch measuring 2 feel wldc by 8 feet in length were prcpare{l by c1clhering the mntmial io 1/4-inch thick glass rclnforced cement {QRC} board using Gibson HomF.ms Shur Stik l l l henvy duly wallcovertng adhesive. Tho adlieswe was applied to the smooth sit.le of 1.hc GRC bonrd, the 1mi1erinl ptnced onlo the board, smoothed wHh a brush And roller, and dcnd- stacked tWem.Ight. 'l'he preparc~d spcchllens were transfertf!d to storagt: racks and condillonc<l to commBRCIAlt TESTIDG comPADY M.AY-02-03 FRI 02l46 PM J JOSEPHSON INC FAX NO. P. 04 equlllbrlum In nu~ staI1Clard atmosphere, This mot1nt1ng procedu.rc is described in Appencti,c Xl <>fthe E 84 stanrtard. Guide to Mountu1g Methods. Section Xl.9.2. Te.st Sample: Material Idenutlc;ation: 20 oz. Vinyl Wnllcovertng Type Material: Polyc~tcr/co1to11 fabric backed vlllyl wallcovertng Te.st :Result.: Test ri:-sults, cruculated on the brisls of observed flame propagation ~md 1hc Jxl.legratcd area under the recorded smoke dcnstt,y curve, ru-e presented below, In recognition of possible vnriatinns due lo UmllUtiotl.$ oftht1 test method, the results are rounded to the neru-est number rlMsible by tlvc. Graphic prcsentatlon of name spread and smoke development data is presented Jn 1he cnmputer genomted graph ttt the end oftl1e report. T~t specimen !'la:me!ipread Index Smolte Dens.tty ORC Boa.rd 0 0 Red Oak Floo:rin~ I 100 100 20 oz.'Vinyl Wa.HcoV(~ln!{ I 15 25 ObSelValions: Speclmen ignU.ton aver the burners occurred at 0.40 minutes. Flame sp:read wa$ ob::,e1ved to advnncc to a rnroc.hnnm ·dl$tnnce of 3.63 feet recordect at 2.46 mil'i.utc~. Maximum temperature rc<-orded du.ring the test \v;.1s 577"'F. commeRCIAL TBSTIDG CDfflPADY ~!.:~~- SiM· a~; TEST liA:T~. tt..IEHT~ J. JOSEPHSOM tttC, TEST HU~8ER: 2651-74~4 ~~TERIAL lESTE&~ 26·o~. ij(HYL ~A~t.toUE.RtKi OATE TEST£~: JUHE 2J li9S TJ;fff RES.IJLTS: TIME TO lCK!T[OK '~r¼XU!.Ulf. FLI\KESPREAO D[ST~HCE TIME "AXIKUK SPREru) l,.9.5 16. I 12., s~a 4_g .... ,. ~ FLAKESPREAt I KDEK· SMOKE OERSI.TY tHDEK 2 4 £; B' FLP.ltESPREAI> ~.43 1'1~1'1~ tcs ~-il fl:~t z .. ,fiZ "h1l1tu.· i:! 2:S I 21 11\I '&ij: :Bit .UU l Ui-9 t ~ f; & 11· SKOKE OEHSIT't ~ .. . ..... --... .. . ;t'""" ,:1:' 'u, ····-_:.~~ ,w.>·, ~.. , ..... .. ? .. i;"~}:; •-1~ .. ~.,,. ...... - ;; "i~ Cl t'1;) 0 f..•:J Mr.I ;;o rl Cl ["\'.'.! .. ..p,.. t;Y.I ,:_, -c_. @ l'l"J '>-cl :;;i;;:: u, 0 z ~ '-•' ....,_.l ;D ::,c ::;;;::; 9 :,:t @ Underwriters Laboratories lnc.rJ> February 29, 2000 OMNOVA SOLUTIONS INC. ' 133 Yorkville Road East Columbus, MS 39703 Attention: Mr. Steve Baker 12 laboratory Drive, P.O. Box 13995 Research Triangle Park, NC 27709-3995 United States Country Code ( 1) (919) 549-1400 FAX No. (919) 547-6000 http://www.ul.com Subject: UL and cUL Classification of Vinyl Wall Covering, designated as Type I, Type II, Type II Tedlar, and Type II Expanded Reference: UL File R5560 Dear Mr. Baker, The following is the information which you requested from File R5560. The Classification of Om Nova's products is based upon testing performed in accordance with UL 723, "Test for Surface Burning Characteristics of Building Materials". Designation: Type FINISHED PRODJJCT: 1. 2. (OPTIONAL) PERFORATION Spacing -130 to 150 holes per inch .s.i..z.e. -0.005 inch to 0.018 inch hole size COMPOUNDS Compound Designation -C-133A, C-455FR Weight -10.5 oz/lineal. yd to 16.0 oz/lineal yd (with 20-643, XT5354 or 20-655 backing) Ash Content -Shall not be less than 21.8 percent. Compo11nd Designation-!' C-133B, C-455FR 11.0 oz/lineal yd to 19.0 oz/lineal yd (with 17-083 backing); or 16 .1 oz/lineal yd to 19.9 oz/lineal yd (with 20-643, XT5354 or 20- 655 backing) Ash Content -Shall ~Jt be less than 18.S percent A not-for-profit organization ded,catad.lo public safely an,d committed to quality service MARKING: t - # - ' Classified Company's Name!or "R5560". Classification Marking, USC: Bondedt to Inorganjc Rejnforced Cement Board Type I ·Flame Spread 10 Smoke Developed 25 Bondedt to Gypsum WaJJboard# Type·r Flame Spread 20 Smoke Developed 60 Classification Marking, CNC: Bondedt to Inorganic Reinforced Cement Board Type I Flame Spread 10 Smoke Developed 25 Bonded.:t to Gypsum waJJboard# Type I Flame Spread 20 Smoke Developed 60 Bonded with Evans 00233 (GC460A) adhesive at a rate of 135 sq. feet per gallon. · Nominal 5/8 inch-thick gyp~um wallboard bearing the Classification Marking of Underwriters Laboratories Inc. reading ''Wallboard, <l;ypsum.'' with Surface.Burning Characteristics not in exc~ss of 15 for Flame Spread and O for Smoke Developed. I Designation: Type II, Type II Tedlar FIWISHED PRODUCT: (OPTIONAL) PERFORATION I Spacing -130 to 150 holes per inch Siz.e. -0.005 inch to 0.018 inch hole size COMPOUNDS 1. Compound Designation -C-209FR, C-455FR Weight -19.0 oz.lineal yard to 24.0 oz/lineal yard(with 17-079 or 17-076 backing) or 19.5 oz/lineal yard to 28.0 oz/lineal yard (with 20-699, 20-340, 20- 341, 20-685 or 20-701 backing) Ash Content -Shall not be less than 22.4 percent MARKING: Classified Company's Name or 11RSS60 11 • Classification Marking, USC: Bondedt to Inorganic Reinforced Cement Board 19.5 to 24 oz Type IT or Type TT Tedlar Flame Spread 5 Smoke Developed 5 25 to 28 oz Type TT or Type TT Flame Spread Smoke Developed· Bondedt to Gypsum WalJboard# 19.5 to 24 oz 25 to 28 oz Type II or Type II TedJar Type II or Type II Flame Spread 20 Flame Spread Smoke Developed 85 Smoke Developed Se~ next page for! and# commits) Ted1ar 10 10-45 TedJar 25 110 Classification Marking, CNC: Bpndedt to Inorganic Reinforced Cement Board 19.5 to 24 oz 25 to 28 oz Type :rr or Type II TedJar Type rI or Type II Tedlar Flame Spread 10 Flame Spread 10 Smoke Developed 5 Smoke Developed 10-45 Bondedt to Gypsum Wallboard# 19.5 to 24 oz 25 to 28 oz Type IT or Type II TedJar Type TT or Type II TedJar Flame Spread 20 Flame Spread 25 Smoke Developed 85 Smoke Developed 110 t -Bonded with Evans 00233 (GC460A) adhesive at a rate of 135 sq. feet per gallon. ~ -Nominal 5/8 inch thick gypsum wallboard bearing the Classification Marking of Underwriters Laboratories Inc. reading ''Wallboard, Gypsum 11 with Surface Burning Characteristics not in excess of 15 for Flame Spread and O for Smoke Developed. Designation: Type II Expanded FINISHED PRopncT Compound Desj gnatj on -S.C89MRFR/BC86FR. Wejght -32.0 oz/lineal yd to 35.0 oz/lineal yd. Ash Content -Shall not be less than 14.1 percent. MARKING: Classified Company's Name or 11 R5560 11 Classification Marking, USC: Bonded! to Inorganic Reinforced Cement Board Type _II Expanded Flame Spread Smoke Developed 25 45 Bondedt to Gypsum wallboard# Type IT Expanded Flame Spread 30 Smoke Developed 120 Classification Marking, CNC: Bondedt to Inorganjc Reinforced Cement Board Type IT Expanded Flame Spread Smoke Developed 25 45 Bondedt to Gypsum Wallboard# Type I~ Expanded Flame Spre4d 30 Smoke Developed 120 (S~e next page fort and# com~its) .. ... , , , . .. ,t. ·-· ... United State$ Testing Cornpan·y, Inc. 2~1 FAIRFIELD AVENUE 'P fAIAftl:'.LD. NEW JE;RSEY 07004 p 201-575-5252 '! Fax: 2O1-675-B271 R.~PORT OF TEST 21 02. PRODv c r _ J:opiriei,rf ng S~rvJces Page 1 of 6 iv U~ited coated F~brics c~rp. ~45 Wescott Drive· P,o, B~x i201c· R~hway, New jer~ey. 07065 ~UM~E~J 019934-1 CR.106450 January s, 1993 ~urfaoe Burni~g Oh•raoteri~~~cs pf Building Materi~ls. REFERl!l;NOE: Un;i. t~cl Coated Fa.hr ics f:!px-p 1 ·, Order ; for Test · per Wt Bruce Goraon. TEST PERFORMEl>: The submitted sa~ple was tested for Flammability acco+d~nce ~ith the procedures outiined in :*° ~STM E-84-91a. '* --=== .. i=-- BAMPLE IDENTIFICATION: Ona {l} sample of wallcovering was ~qbmittad and _identified by the Client as: in Samp;I.e A . .,,.. A 14-aroli;\ senior SupeTTisor ¥i+e 'l'eohnology by: BY ' . . f l}tof,:,g J Cp11ml$JT¥ !' ~!ltr!rcmsnefnt,a.l ' Materla.ls f FD.C(lltles In Prlnclpa.l Cll.f~ t ,Utf.U t.'q!,T.\ili-\1 ~'f;i,IG COl.ll'N<Y,tr.'t:..1'1EFOnT3 Aml tl;Tr.m:; hl'II? FCR h,E El«il;u::;,v~ t,1$EOl'!'.lj>t CU&ltJ: l0.1'4-1::l•<l'Tl'lt'\' Nill ... ClllRES!ISI) .-Wt Tt,l:'( ,:n;J, 11-!l:f,l'-l-<!; Of Tltll l,lt.lT@l .!rT.~ Tlle T~ll.1'1Hr.l r.oMPo\lff.llic...OR l'!<l.!lEJt!,a' 00lN81CJIAA ,!,RE !>DUO fl llootlll IJNOEFIM{':' lm~f ,';TICESJl'll,OVEAll51NQ10 lll1:0l::ll(!V.1'ittlBl1Cl MIDlK-"ll'LCOl,,J,tl/NH:hTIOH W."lff 011-IE!IE~'liHE UliEOFTIU; ll:J\!.,e ~Mjl:JJ.~~~Tl;Sfa!!Tll'~QCQl,l<'J.ll':',l~i~i'ti.~~~~~~.t~~mi~r~T?.Y:~x~~~~mw:g&m;."Q&"~t~:i~.&~1~,:~.:.r~oir0;i:t:h1~Z-1£t:1~f1~~~t:J~ \'llt::11 Ttll?::r.Mfl'l ,'M'AA~L~ 'loi;Hflel.i. OFISIMUl'i PROC.'tic'f!, f,Hl,l h'OiHIN(H:otU>.ltle>lii'Q<.fl ft(l"Qlll!l at-l/,ll. BEtlEE!dECl:ro "1Pb'f Cll Ml!,AN lW,l U:IITf;O ST,'lrla ll;!!'l'NO a()MPJ.n!f ,ll•C.t;:OtlOUC Ol/111.IT\' OONTJ\Ol.f'llOa.'W.l F01!THECl.11U'l'10Wf¢M'll-111f1J;:?MT t!llllBUEll,OJ\~UiiJ:Jll'ICl ()Ei,tr,(J';'!;:t,JN,5111'<iAAE Oi:-l'Az-J{!;J h.tU3lW"' o-t ~Gl>.ll'll,TWl-jlc;li TJ!.'E-tl-jEY M},'i13E:!!:lill'1'!ill !!AC!! TO ffli;'.<,:t.Jl;l;i'T Uniteq Coated Fabric$ Corp, . . NUM.l3ER: 019934~1 ·c;R.106450 · ~hia report presents test ·results of ¥lame Spread and ~moka Developed Values per ASTM E-B4-91a, Tpe report alao includes Ma~erial Identification, ~$thod of.P.+eparatio~, Mounti~g and condition!ng of the spepimens~ The teats.were performed ~n accordance with the specifl~ations set forth in ASTM E-84-91.!\, ustand~rd Test ?,tathod fpr surface Bprning cq~+acteristic~ of Building Materiala'~, botp as to eq~ipmant ~nq test procedure~ ·TQi$ tes~ prpcad~re is ~imii~+ ~p UL-7;?3, A!iSI ijo, 2,5, ~FP.2\. NO, ~55 and UBC.~~-+; . Woe t~~t +~~ults coy~r twq p~rameters~ Fl~me Bpraa~ ~nd Smoke ~eveiqp~q V~l"es, during a ·10-~in~te fire ~xposure~ Inorganic p~man~· hoard and req oak flooring are used as compar~tive · ~taµ,qard~ ·anq their response~ are assigned arpitrary v~lues of q and :!,..Qq 1 ~espectiyel:{, · PREiARATioN A1ffl CONDITIONING; S.nu+~~tik IJI Vinyl Wa+lpoy~~ing ~phaaive was applted to three {3) i4tt ~ a,o~ s~otions of l/G boar4. The test materlal w~a ~l~ced over the adhesive, .rolled and allowed to cu+a~ iiitie pq.m~·1s were conditioned at 73° ± 5° Fahrenheit and 50 ± 5% ~elat!v~ humiqity. TES'!' PROCEDURE& Tqe tunnel was thorougnly pre~heated PY burning natural gas~ , W4e~ th~ b+ic~ temperat~re~ sensed by a floor tne+mocouple, pad :i;-eacqed t:he prl=scribad 105° Fq.prenl)e,it ± 5° f~hre~heit level,. ,the ~q~pl~ w~s inserted iµ the ·t~nnel ·a~d test copductad in acco~d~nce with the staP;d~rd ~STM ~-B4-91a procedurea, T~e oper~tio~ of the tunnel was cpeckea PY performing a 10-minuta test witn inorganic board qp the qay of the test. Page 2 > • • Un~~icf Stc1t~s Te$tipg Company, Inc~ United Co~ted F~brios Corp. ~ES'J.I RESUL!l'SI ~PMBERr 019934-l CR106450 '-J1be t~~t :}::"f:!~:mltsr C?t!cu1ate~ ·.in' aocordapce with ASTM E-B4-:-9J..a for Jl.una Sp~e~d ~na Smoke Oevelopad·Values are aa follows: 'l'eat Specimen; .· . :· . .. Fl4m~ spread Index*, Smoke Pey~loped VAlUe~: Sample A, 5 5 ~G~~fQS Pt. the. Fla~e Sp+e~df ~~qke p~veloped and Time-~e~peratur~ ?.~e ~nqw~ in ¥iguras l, ~ -~pd 3 at ·~ne end of this report. QBSERYA~IONS~ lgn!ti~p waa no~~~ at 18 se~opds ~lopg witli c~ar~~qg, btistering; ~pq v~~+ing at tq~ s~ecim~p directiy exposed ~o t~e ~1ame~ ~l~q pp~~ryeq w~r~ f1~kin.g·, i,p-1<;! fl~kipg enµ;,ers. as· tll~. fla~etr~mt ~qy~pp~d a ~&Ximum distance pf 1 toot at l ~inute, is second~r ~light· ~fte~glow was evident upo~ test completiqn. Page 3 ED STATES. TESTIN~ ·COMPANY, lNC.· FLAME SPREAD •le A ---------------------------- ~~Ult ·QNLV Test No.. 019.934-1 __ .....:...:..::.:....::_ ______ _ T~s± ~at.e ___ ·_n_e_c_emn~-=e=r~·=3~1·L1~·1=9~3~2:,_ __ l.C .. ·soa-rd Ti111e ( Mi nut.es} JNITED ·STATES TESTING COMPANY,JNC, SMOKE DEVELOPED >la.A ---~·-------- -r + _____________ :... TEST NO .. . WaHcovednQ Use· ONLY ------------- TE ST 'Dil.TE December 3.1,r J..992 -...---------~·----- ---ii-----+-~~---.....J.-.---i:...--~---t----l 0 1~l !· t --4--.....J· _______...~ _____ ,_ -t,.---r-1· ---1-~--f1_:..._ ---1;.....,......-~-~-i===:=ic=:J T ' . 1. i:...___.._ : =:;_lr-_--t-r_· --+r----1----P---~-;..,._~1--~11.:,_....,.....,...,..j:..._-'----.......:..:tr~--_-_ ..... _t-t----_ -_ -_ ++--::--_-_ -_ -1-t·-----_ -~ -+-1----_ '-_ -_ -l_J_--_ ----!--!} r-r -1 ... ·---4--- :=:t==:t:==t:==r==j~=7t-~;_;,,,;t-_..;.-il'~·-_:.._{-:----l---·+1==~1=-==:1===i~==i . J l. . ____ ....,1 1 I I l"--i 1.-.. l j --l j I I ,! ::::1=====~~:::::f:::::t::;::~~t====~~:;:==~~~--:::=:t===~=ft: :::::it:::::..=i===:c== ;. l_, --:-~l_ ~ "'· .. ,. }" ;_ t. 1'."""'""--f----+--;;...:+ :· __ _j..;_..;;;....J!,~1 I • ! -l.. '.:,: f 1 j ' • l 2. 4 . ' l· ' tt ' •.. ·. . .... . . . 'I., ,, . ~__,..,.----~.~ .. -.._, - 5 6 ime (Minutes} j 1 l I t .l .. , .. ,-« - 7- l I ... .._.._._.1 10 UNIT7ED~ ·S-TA:FES TESTING---cOMP .A:NY.;·_1NG. · TIME TEMPERATURE CURVE OF EXPOSED.THERMOCOUPLE Wallcovering t,se ONLY .. · . ·ample A TEST :Noa 019.9:M-1 -----------------------------· ------------- --+ ,+ ----------------TES T DATE -------------December 31, 1992 :r. c ~ BOARD .---"'-'-'--------- l' • ,--t,--...,,-!--,-'-,-..... (---f---f---J-,---!--..,._~..-.i---~~---1---1----1·--t----1-~--t--~l.-~1 __ ,....---1---,.--1-----;,.~-f'-----+--,---r .. --_-1:= .. -.. -. _r ·--i---, --;---1---+--,----t-~-+---_ t --'-.~~--+---t,.--.-,,.-.-..-1-.......;'-+---,~---i~~----,.---------1---1·--~---.---+--;~--r --1----i---f----;;.-~1-,--~~-~l~..;;........-+.......,....-t----'-f--"'""--i~~....-..,1-~--1-~-+---l--,~-t--l--,...._I -.i-------------1;-..---....,.-.,.,--,-------1---t---1---1---.....--.t--t:--1-~, •;. '' • ' ~~ ... ~~ ,-~ tM ";" r -f----1----1----1---+--....+.~ _ :--~-1---· --1,----1--~r----1=--1"· -----=-c....-· ..+------i·--1----1__;.---l' -·~ !. .......... ~ -~h.--i--'-~~--+---r---'-J-.----'--~--+--1~----,-~1·-~---l---""~~--+-,---r-._....--..f-__ ,-.-.-·J -l'-' ........,--!------1,--i;__-----'-it===-+-+.~--;:::--~~--:;;i,-:·:::___,..~·--;...,.··v::~=-:--=··=·:r:· ====r====t=-==-t====t1·,..._-~--~--1:-1-_-_---++ _-_==!. -~ -1-=----1-,.--1----i--.---'4t;....._----.a·--, ..,.j ~i-c:::;;_--;.,-_ -,-"""1---1!1-:~, -f--........,.._ -~-f,--·1,-.~-;---r---1---__ - ; . . _, __ .J -"';... ·-~ . --1---r--_ -,, -:-:;::---. . l' · I . 1·. i.~,-~, i~': ... ': -. _,.__ . ,r·> --~· ,~ -' ... ,:• ' !· l ; ... · ··_.,,ell[",· -... -~ I :..- ~-:....· "+-'--.:......J'C.....-~+;-,,---1-------'-~ ~ .... ·--=·-lo'----*·...,.... ..... ·,.,. ___ ·.,. -~ -;.. ~~-,,;.,:.:....-_ ....._ ........ · ·1-----i-"--.---P---"'"'----+---· ~--..,... -:"" -------;--·'-'·==---~;:;;..--·-1~'7 ~ · r...:·-~·---1---'---------1-----+--•·---~-t---~~---1-~~ . .---: ... .. .. i-"---·-·----t-----t,--~i---+--~r-----,1--+----...---+--.;!--------~-.=..-........_ __ ~ _ _...,le----1----f-,----------r--1------1--~1--..---: .......... --1---..-,-1~---I-· 1---~t---+---l·---'--t-1~--+---"-l•--i'----'-+---1--~ -1---+-~-1 .. --1;:..---4-,---J------l---1"--+---+--........... '-."'"'"--f-'---!----+------'-~_l ,'--+-----'--- . ' ' I I ·1 2 ., !-I·. I I --4--il--+----l~~r:----,..,~.-,,.----1---~~.......;-----i!-'-~._--+-, ----i-~- --...:----1'---h----l-----!:.f-· _-......;-_,.......;---;;---i---f'---1---1-, --i-----,,-. -+.--4----l 3 I 4 . 5 Time (Minutes} 6 7 8 9 ~ StacyGarcia Metro Pattern Series SG1587-SG1604 Type II • 20 oz. 25 ¼" Repeat/Straight Match Physical Properties: Width: 54"/55.5" Total Weight (oz./lin.yd): 20.3 oz. Total Weight (oz./sq.yd): 13.0 oz. Fabric Type: Nonwoven Backing Fabric Weight: 1.8oz./sq.yard Average Total Thickness: 16 mils Custom put-ups available (Standard bolt size is SO-yards) Federal Specifications: • This wallcovering meets or exceeds all requirements of G.S.A. Federal Specification CCC-W-408 ND for Type 2 material. Fire Hazard Classification Results: Tested in accordance with ASTM E-84 Tunnel Test Class A Fire Rated Flame Spread: 15 Smoke Developed: 30 Anti-Microbial Features: York Wallcoverings Type 2 commercial wallcoverings contain anti-microbial additives to resist the growth of mildew and bacteria, including mixed fungal spores such as Aspergillus niger, Chaetomium globosum, and Penicillium funiculosum, Gliocladium virens, and Aureobasidium pullulans. York Quality Standards • LOW IN V.O.C.'s -Composite tested vinyl meeting strict E.P.A. guidelines for low V.O.C. emitting products • ENERGY SAVINGS -Improves insulation R-factor by up to 6% • ACOUSTICAL BENEFIT-N.R.C. rating of .10 • MILDEW RESISTANCE-Has rating of Oas tested in accordance with Federal Specification CCC-W-408D • ENVIRONMENTALLY FRIENDLY -Low smoke, water based inks low in V.O.C.'s • GLARE REDUCTION -Reflects significantly less light than commercial semi-gloss paint • STAIN RESISTANCE -Yorkguard® Protective Coating 5-Year Warranty Against Manufacturing Defects: Use only adhesives and primers as recommended by the manufacturer. Environmental Statement: York Wallcoverings has always sought to be a responsible neighbor as well as a steward of the earth's natural resources. York continues toward its goal of giving the healthcare, hospitality and corporate wallcovering users environmentally superior choices. We are dedicated to complying with today's environmental issues, and have eliminated all heavy metals such as lead, mercury, cadmium and chromium from our inks and adhesives. NOTE: The assigned numerical reading and other tests referenced in this text are not intended to reflect hazards presented by this or any other material under actual fire cognitions. Consult an architect or fire safety engineer for information on applicable building codes and reduction of fire hazards, including the use of sprinklers. Design Copyright© York Contract Solicitation· FCl');r0.-90-$201-E ~ 117 Section!, Part l -Vpholstery Pahrie~ Laboraton testing l{Mte.:_ PO~I LAB=O=AA.:..;.'f,_OP .... , Y--==-'-- Addre-s~ :. :oat~ Samples. Rec~d. ved: 11/J.S/OS Fl~e Spread Spec:iµlen. . ·Watj,. (seconds} l: DNI 2 ONI 3 mu 4 ON! 5 ONT Fl.~e Spread. Fill Spec:imen ( s;eccn:ias) 6 DtiI 7. oNr a DI{r 9 DN! 10 DNJ - Nae:_ Ad~ess.:..;.. il!i~ne ft:_ 'f'(ith lfap ( )- (,. \ I {'. ) ( ) ( } { ) ( J ( ) ( ) ( ). Requii.-8lti~:n.t.s.;. With.nap -Mihimwn £lama spread qf spee,imens shall n~t be less than 7 NU. (pl Page za Paga 1 0£ 2· Without !i~p ( ): j ) ' ( ) ( ) (. .} ( > (-). ( ). ( ) ( ) anr i~di.vidU:al seconds. t-rithollt. nap -Mim.mwn fl,ame. spread a.f anr il1d~v.idu~1 sped.mens shall uot be less tllan 3 • s secottds •. <, DNt: 1un HOT :tGNX'ltE !· solicitation FCN0.-90-S201-E Couc:l tlsiou: !Ilhe .above resul i:.s i:ci:cU.cata SAMPL ; ME;TS stated requirements. . NU. "(bl. 1-'.:i/::l Page· 2-.9 Page 2 :c,;f 2 Supervi~()l:" :· .. : . ~ . , · . .:;·. · . .. ·, . . . FOAM GRA~lE:J155 B-BR, ,CHARAC;.TERISTIC · DENSl'I'Y I.F,D MODULUS TBNS!LE S'ffiENO'l'.H 1'.'EAR RESiSTANCE ELONGATION CO:MPRESSlON SET RBSlLIBNCE MVSS302 . : .. . . I.INI[ OF ~ASVBEMEN'I . .. ·:.: ·.· .. · ... . LBS. PER CU}UC FOOT · LBS. FO.I{C!,t ;p~ so SQ. INC,11 ~1'!0 ·oF·6~% /-25% I ILD LBs.:~~~QlI~ INCH LBS. P~U'lP.11".fijCKNESS · : P.Et(C$NT • I :• • • . . PUR: cfu,b; LOSS . '• .. ' . : . · .. · ... ·.: : . : . . . ,': ' .. :., SELF EXTlNOUISlllNO J . : :=··<:-. 1-" CAI'.,, 117 A '.8ULLETIN ·. .P,AS$ · -', • I • .• $PECIEICATION 2.20 -2,30 54·!'02 2,0MJNIMUM · ·191v.UNIMUM 1.SMINrMUM l25MINIMUM 7.MA:xIMUM 40 M.INIM(iM' ALL TEST PERFORMED..IN ~Cci~~DANCE WlTH ASTM D -3674 ... 91 : • • ~ ~ ' 'r , • , . :· . : : . ,.. . ··.···:·,. . . . . ... :, : .: . 1:, I •' ; . . .. .. . .. , ..... ..... . : ·, .. •••• • • t J 'ii ~Eer OAl~E. eAAMPTqN: ONTA~io' La·i\~7 TEL. (006) 463•tl054 FAX. (906) 463•1$:;148·, ' . . .. . . . .. C::i:Z09£L9n• : 'ON 3N0Hd ·-· , __ .. --.. --------.. ·-- OCT-23-00 11,23 FROM,~OAMBX CANAOA INC t0,41!=l~S9!3002 PACE fo~ff\~ C&md.J lns::. 41 S £vazti A""°'""' fotQn,o, Ont.rio (an.:id. MSW 2T2 Telephone 41G 259-845t f~csimile 4 \6 259-3%3 $ Foamax , .. ' .. , : .. ... ); PHYSICAL PfiQPERTY SPEOfFICATfONS . . . FLe.krer..e POLYUfUITHANE FOAM :· QRADE: CS185Q (F180-0SO) DENSllY INDel'ffATION t.OAO DEFLECTION MODUI..US HYStERESlS TENSII..E: STRENGTH WEIG~T I VOLUME . -f : :· . . . , 26% qEFLECTION -4 INCH 65%1FO" 'J ·26%IFD 25%!FP ReTURN / 26%!FD (attar-6$%-iFO ':j, BREAl(ING STRENGTH . :t . . . ·.·. 1----,-----··--------1---'---- eLONGATION TeAA RESISTANCE COMPRESSION $ET FLAMMABfUTY Test Methodology; ASTM 00674-9S ·,· .. :• ULTIM.ATE l:lONGATfON i ! : 90% qeFLE'CTION: 94 LOSS Oailfor~la-T.S, # 117 A, ;Clgar9tte Rasistai'!~ a. }V&rtloal Char ' . . . . . :]°· FMV~~-302 r . ,l tbs/cu.ft. !bs/50 sq.in. t~ffo peroont lb~aq.in. perc:,~nt ' I \ !b.tiln, psroent pe,~t. 1nohse In/min. ! \·~~ October 23, 2000 1.76-1-85 45-55 1.eo min. eo.oomin. 10,00 min. 125.00mln, 1.50mln. i5.00max. 80.00 min. t?,OOmax. n/a Flrunmabilily reeults are obtained from smail-sc~r~ laboratory tests COl'ldlJOted und'.er s~ho ignlticm and laboratory test cortditiQns and do not n1;1cessan1y i:etat8 to end-lJSe QPPlication. Thererore, auoh flndinge 4're not intertdlW to refl~_huatdv pre~ 13y these FOAMEX flexible polyurethane foams or any oth$r material under Qctual fife condltlonsi ·· ·: . -~! .. cic09£L9iP : "ON 3N0Hd ... I September 5, 2007 J L Furnishings East 335 Commerce Place Asheboro, NC 27203 FOAM FOR FURNITURE & BEDDING SHREDDED FOAM & FIBER FILL BACKS P.O. BOX 7245 High Point, NC 27264 Telephone (336) 434-3163 • Fax (336) 434-3170 RE: CALIFORNIA FOAM CERTIFICATION Guilford Fabricators, Inc. hereby certifies that all of the foam sold as California (CFR) foam meets or exceeds the requirements. of Polyurethane Foam Flammability Test.sin accordance with Technical Bulletin 117, Section A, Part I and Section D, Part II, State of California,. Department of Consumer Affairs. GUILFORD FABRICATORS, INC. S--f1<7<-a,. Randy G. Rains Vice President I·-----------__ .... -------__ ..... -._ -----.... ----------------~ I I t ~ ·11 P/Kaufmann 11 t i 1: 2 Park Avenue :1 I I 1: New York, NY 10016 :1 ,: (212) 292-2200 lr I I : Certificate of Flammability J: ~ ~ I I t ~ 1: This is to certify that our pattern :1 1l C APACHE BERRYWINE 11 I 1: I 1: ,: I 1: I 1: I 1: ,: I 1: I 1: I 1: I I• I 1: I 1: I will meet the requirement of the following standards: California Bulletin 117 E NFPA260 UFAC Class 1 I :1 :1 I :1 I :1 I :1 :, I :1 I :1 I :1 :1 I :1 I :1 1 :1 :1 I :1 I ~-----------------------------------~--------------------~ . . .. . . . -. .. _, ............ __ ..... ·-. QCerttf irate of jflame l\eststance REGISTERED FABRIC NUMBER F-205 ISSUED BY VALLEY FORGE FABRICS, INC. 2981 GATEWAY DRIVE POMP ANO BEACH, FL 33069 Date treated or Manufactured Sample This is to certify that the materials described below have been flame-retardant treated (or are inherently nonflammable). JL Furnishings East 335 Commerce Place Asheboro, NC 27203 Certification is hereby made that: (Check "a" or "b") D (a) The articles described below have been treated with a flame-retardant chemical approved and registered by the State Fire Marshal and that the application of said chemical was done in conformance with the laws of the State of California and the Rules and Regulations of the State Fire Marshal. Name of chemical used __________ _ Chem. Reg. No. ------ Method of application D (b) The articles described below are made from a flame-resistant fabric registered and approved by the State Fire Marshal for such use. X-This Fabric Inherently Passes NFP A 260 The Flame-Retardant Process Used Will Not Be Removed By Washing V.F.F Name of Applicator or Production Superintendent CUSTOMER'S ORDER NO. CUSTOMER'S INVOICE NO. YARDS OR QUANTITY COLOR STYLE DATE PROCESSED BY: KimMcWade Title TBD TBD 301-9-AS Brentwood Boucle II TBD MDC Wallcoverings 1200 Arthur Avenue Elk Grove, Illinois 60007 tel 847.437.4000 fax 847.437.4017 www.mdcwallcoverings.com MDGallcoverings March 13, 2012 Marriott International 10400 Femwood Drive Bethesda, MD 20817 Re: Flame Spread Request MDC Wallcoverings, a division of Epko Industries, certifies that the wall coverings listed below are Class "A" flame rated and meet or exceed Federal Specifications in accordance with the ASTM E-84 Tunnel Test. These products have acquired the following ratings: Pattern MAR303 MAR304 Flame Spread 10 20 Smoke Developed 5 115 Thank you for the opportunity to provide this information regarding our products. We appreciate your business. MDC Wallcoverings File: 4 708/FMC February 7, 2012 Amy Pinthcr A&C Proj'ect Purchasing 7100-ltidustrial Drive Temperance, MI 48182 734-847-3875 www.mtsseating.com Fax: 800-329-0687 Mauiott International Design and Construction Services Dept 70/105.'t) 10-J.OO: Fem wood Road Bethesda, MD 2081.7 SUBJECT: CA.LU 7 Flammability Certificate Dear Amy: You have requested a 't1runmabi1'ity certificate stating that N~w Wit:ker WKR 70 l Gold will meet the CAL 117 fire code. Please let this-letter confirm Lhat this fabric does 0on1ply with CAL l i 7, and once your order is manufactured and shipped, we wi.ll be happy to furnish a flammability certificate. PI.ease feel free to contact me w1'th ari.y other q:ue.stions you may have. Thank you, 17:/i~ Bati Kulish I'residem Page·· 11"1:-·-----·--··- CHENAL TEXTURE™ PHYS I CAL PRO PE RTI ES: 52"/54" (132/137 CM) Vinyl Wallcovering, Type II Total Weight: 20 oz./lin.yard (619 G/PLM) 13.3 02./sq.yard (451 G/PSM) Backing: Osnaburg FEDERAL SPECI Fl CATIONS: TYPE II CHENAL TEXTURE™ as manufactured by DeNovo Wall meets or exceeds G.S.A. Federal Specification CCC-W-408A through D for Type II materials using test procedures detailed in Federal Specifications CCC-T-191-B. This product has been accepted for use by the City of New York Department of Building. This wallcovering passes The National Fire Protection Association NFPA286 Corner Burn Test. In addition, this product meets Type II CCC-W-408A through D requirements for Washability, Scrubbability, Abrasion Resistance and Stain Resistance. FIRE HAZARD CLASSIFICATION RESULTS: Tested in accordance Class "A" Fire Rated Flame Spread 15 Smoke Developed 25 with ASTM E-84 Tunnel Test Ela·me Spread Class 1 INSTALLATION REQUIREMENTS: Eire Propagation Class 0 This product is intended for use in buildings that are properly designed and maintained to avoid moisture infiltration, condensation and/or accumulation at wall cavities and wall surfaces, particularly in warm, humid climates. All installations must conform to Denovo's current Hanging Instructions and Product Technical information. ANTI-MICROBIAL FEATURES: Vinyl wallcoverings contain bactericides and mildew inhibitors to discourage the growth of mold and mildew under normal condition. LIMITED WARRANTY: For a period of five years from the date of shipment, we warrant that the product will conform to the published specifications and will be free from manufacturing defects when properly installed. WE MAKE NO OTHER WARRANTY INCLUDING ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. If the product fails to conform to this warranty, the customer's exclusive remedy is replacement or refund of the purchase price, at our sole option. We are not responsible for any incidental or consequential damages. This warranty gives you specific legal rights, and you may also have other legal rights which vary from state to state. ENVIRONMENTAL STATEMENT: We are dedkated to complying with today's environmental requirements, and have eliminated all heavy metals such as lead, mercury, cadmium and chromium from our inks and adhesives. NOTE: The assigned numerical rating and other tests referenced in this text are not intended to reflect hazards presented by this or any other material under actual fire conditions. All patterns are stocked in 30 linear yard bolts and must be ordered in 15 yard increments. INSTALLATION NOTE CHENAL TEXTURE™ is a random match / reversible pattern. Design and Materials © Copyright 2006 DeNovo Wall. All Rights Reserved DeNovo Wall is a colour & design company. MADE IN USA de_ -®~ ne>vos Tel: 501-372-3550 Fax: 501-372-3553 www.denovowall.com MARACAY™ PHYSICAL PROPERTIES: 52"/54" (132/137 CM) Vinyl Wallcovering, Type II Total Weight: 20 oz./lin.yard (619 G/PLM) 13.3 oz./sq.yard (451 G/PSM) Backing: Osnaburg FEDERAL SPECIFICATIONS: TYPE II MARACAY™ as manufactured by DeNovo Wall meets or exceeds G.S.A. Federal Specification CCC-W-408A through D for Type II materials using test procedures detailed in Federal Specifications CCC-T-191-B. This product has been accepted for use by the City of New York Department of Building. This wallcovering passes The National Fire Protection Association NFPA286 Corner Burn Test. In addition, this product meets Type II CCC-W-408A through D requirements for Washability, Scrubbability, Abr'asion Resistance and Stain Resistance. FIRE HAZARD CLASSIFICATION RESULTS: Tested in accordance Class "A" Fire Rated Flame Spread 15 Smoke Developed 25 with ASTM E-84 Tunnel Test Flame Spread Class 1 INSTALLATION REQUIREMENTS: Eire Propagation Class 0 This product is intended for use in buildings that are properly designed and maintained to avoid moisture infiltration, condensation and/or accumulation at wall cavities and wall surfaces, particularly in warm, humid climates. All installations must conform to Denovo's current Hanging Instructions and Product Technical information. ANTI-MICROBIAL FEATURES: Vinyl wallcoverings contain bactericides and mildew inhibitors to discourage the growth of mold and mildew under normal condition. LIMITED WARRANTY: For a period of five years from the date of shipment, we warrant that the product will conform to the published specifications and will be free from manufacturing defects when properly installed. WE MAKE NO OTHER WARRANTY INCLUDING ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. If the product fails to conform to this warranty, the customer's exclusive remedy is replacement or refund of the purchase price, at our sole option. We are not responsible for any incidental or consequential damages. This warranty gives you specific legal rights, and you may also have other legal rights which vary from state to state. ENVIRONMENTAL STATEMENT: We are dedicated to complying with today's environmental requirements,and have eliminated all heavy metals such as lead, mercury, cadmium and chromium from our inks and adhesives. NOTE: The assigned numerical rating and other tests referenced in this text are not intended to reflect hazards presented by this or any other material under actual fire conditions. All patterns are stocked in 30 linear yard bolts and must be ordered in 15 yard increments. INSTALLATION NOTE MARACAY™ is a random match / reversible pattern. Design and Materials © Copyright 2005 DeNovo Wall. All Rights Reserved DeNovo Wall is a colour & design company. MADE IN USA de_ -®~ ne>vos Tel: 501-372-3550 Fax: 501-372-3553 www.DeNovoWall.com -------·-·· --------------------------------------------------------------------------------------------- -= = = II II II ll II II II II II II II II II II II =====. ====== P/Kaufmann 2 PARK AVE 34TH FLOOR New York, NY 10016 (212) 292-2200 = == Ce-rtificate of Flammability This is to certify that our 'pattern RI GRANDEUR BEDSCARF Is FIR Compliant will meet the requirement of the following standards: Califo111ia Bulletin 117 E NFPA260 UFAC Class 1 -------- ~ ~ R ~ ~ ~ ffl ij m ij ~ ij L ---------:..;;._. ..;...._ -......... --~-~ --;....... iiiiiiiiiiiiiii iiiiiiiii.ii;·;;...; iiiiiiiiiiiiiii-·;.;;:.;; ~ I I ! ---·. --·----------.. ---------------------------------------------------------~-------- ~ == ~ I I ~ ~ I ~ ~ ~ I I I I I I L_ ~ ---- ==-~============ P/Kaufmann 2.l'ARK. AVE 34TH FLOOR New York, NY 10016 (212) 292-2200 Certificate of Flaminab.ility This is to certify that our pattern VENICE/DOVE Is FIR Compliant will meet the requirement of the·following standards: California Bulletin 117 E. NFPA701 ·UFAC Class 1. -------- II II II II II II II II II II II ll II II II · II " ·-" . ---. -------.-.. -....... -~ ·----....... i---,. ~ -----,._, --------·- = = = =· = = = = = = = = = = = = = -= = = = I I ~ I I ij I ~ ~ I ~ ~ ij ij ~ L~ P/Kaufmann 2 PARK AVE 34TH FLOOR New York, NY 10016 (212) 292-2200 C.e.rtificate of Flammability This is to certify that our pattern RI VISTA BED·SKIRT Is FIR Compliant will meet the requirement of the following standards: California Bulletin 117 E NFPA260 UFAC Class 1 m I I ~ m m I t 1 I ~ ~ I ~ R t ----·----· -·---~----·-.....: ·..;..... ------.....:.. ---..... ;;;;;; iiii-irii -==----· ;;;;:;; ---·-:=i ---------====· ·=·============== I ij ~ I ~ ~ ~ ~ I ~ ~ ~ I ~ ~ ·L~~ iiiiiiiiiiiiii.: ~ ..:.::.; P/Kaufmann 2 PARK AVE 34TH FLOOR New York, NY 10016 (212) 292-2200 Certificate of Flammability This is to certify that our pattern WD BAT MOD STICKS Is FIR Compliant will meet the requirement of the following standards: California Bulletin 117 ·E NFPA 701 UFAC Class 1 ~ ~ ~ R ' ~ ~ ~ i I ~ I i u I ~ iiiiiiiiiiiiii ~ ..;....... .__ ---~ ___;; ~ ----:---. ----.=-=· ---· ----·iiiiiiiiiiiiiii ----------· --·, ----------------------------- ~ ~ t ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . ~ I L iiiiiii.iiiiiii iiiiiiiiiiiiii P/Kaufmann 2 PARK AVE 34TH FLOOR NewYork,NY 10016 (212) 292-2200 C.e·rtificat·e of Flammability This is to certify·that our pattern RI BREWSTER S/C Is FIR Compliant will meet the requirement of the following standards: California Bulletin 117 E NFPA260 'UFAC Class 1 -----~ -·-· -· -----------·· -~ -...... --------;.;;;;. iiiiiiiiiiii-;;;;.;;. ---=- 1 ~ m ~ m ~ I I I m ij . m ....._.. ,;.;;:.;.; -- R m R I -------·-·----= --= = = = = = ---------------- ~ ~ I I I . ~ I I ~ ~ I I I ~ I L~ = ....... P/Kaufmann 2 PARK AVE 34TH FLOOR New York, NY 10016 (212) 292-2200 Ce:rtificate of Flammability This is to certify that our pattern RI PUZZLE FLOWER PILLOW Is FIR Compliant will meet the requirement of the following standards: California Bulletin 11 7 E NFPA260 UFAC Class 1 g ~ I ~ ~ 1 ij g I ~ I ~ ~ 1 I ff ....... --....;.;._ ~ ....:...; ~ ......... -· -----........ -· ......... -·----- ------------------------------------------------------·---------------------·-----------. ··------------- --------------= = == = = = = = = = = = ij ~ I ~ ij ij ij ~ ij ~ ij ij I ij P/Kaufmann 2 PARK AVE 34TH FLOOR New York, NY 10016 (212) 292-2200 Certificate of Flammability This is to certify that our pattern RI SNOWDROP PILLOW Is F JR Compliant will meet the requirement of the following standards: California Bulletin 117 E NFPA260 UFAC Class I == II II II II II II II II II II II II II II II II ij L_ .....; -------:--iiiiiiiiiiiii iiiiiiii.iiiiii ...... iiiiiiiiiiiiiii ---iiiiiiiiii.iic iiiiiiiiiiiiii. -=-...... iiiiiiaiiiiiiii --iiiiiiiiiiiiiiimiiiiiiiiiiiiiiiiiiiiiiii.- --===;:___=--=~ ======= P/Kaufmann 2 PARK AVE 34TH FLOOR New York, NY 10016 (212) 292-2200 ----=== ~ I I I ~ ~ ~ J ~ ! ~ ~- C.ertificate of Flammability ij ~ ~ This is to certify that our pattern .RI AUTOBAHN PILLOW Is FIR Compliant will meet the requirem·ent of the following standards: California Bulletin 117 E NFPA260 UFAC Class 1 R i ~ ij ~ ~ 1 ~ ) ij R ~ I ~ ~ l L~~~ ;;;;;.. iiiiiiiiiiiiiii -· ___ ..;.... _.,__ ·-...... ~ ------------~ 'iiiiiiiiiiiiii ...... : iiiiiii.iiiiiii --------= .= .... ----------. -----~---- II II II II II II II II II II II II II II II P /Kaufm·ann. 2PARKAVE34'fRFLOOR New York., NY-10016 (212) 292-2200 Certificate of Flammability This· is to .certify that our pattern APACHE/BERRYWIN·E Is· FIR Complh1nt will meet the requirement of the· following ~tandards; California Bulletin 117 E NFPA260 UFAC Class 1 L---~----------~--- II II II II II II II II II II II II II II II II iiiiiiiiiiiii -- CERTIFICATE OF TESTING For The Account Of: DATE: August 19,. 1011 CER7:IFrcATE(ORDER)NO.:. 1442'1 CLIJ;lNT'S IDENTIFICATION: j CAL117, Seeifop, E, Part I -·Upholstery Fabrics (CS 191-53) Piain S_urface Flame S:Qread: WarQ Without }f ap. (.seconcfsJ (?lain Surface} Specimen FACE. Specimen I DNI X l 2. ])}).,'I x L, .3 D:Nl X 3 4 4 5 5 Flame S:12readFill Without Nap· (P.lafn Surface) Specimen (secondsr FACE Specimen I DNT X 1 2 DNI X 2 3 DNI X ~ 4 4 5 5 • DNI -Did not ignite when e~pqsed t.o test ignition source Flame Spread Warp (secol/,ds) DNI DNI Flame 8:Qread Fill (seconds) DNI DNI • IB~ -Ignited b-q:t extinguished before-burning through. stop cqrd. Without Nap (Plain Surface) BACK X X WithoufNap Q"lain Surface) BACK X X " SF -Surfac.e. fltJ.sh onlyj. stop ci>r.d-not b:urnf;!d· & no burning/charring/fusing of the base· fabric, • TSF -Timed surface flash; stop-cord burned; but uo burning/charring/f1+sfug pf the base fabric. Requirements: \:Vith nap -Minimi.un::flame spread ofanyfudividtial specimens shall:be less than 7 sec.ands. Reqµfren'!~nts: Witp.out nap -Minimum.flame spread-ofany indh,idual specimens shall be less than 3.5 seconds. Copdusioi;i:. The.above results.iJ;lpicaJe COM:PLIA!~CE' wit½:the stated requirements. · !'certify that-the above results were obtained after testing specimens in. accordance with tli._e procedures and equipment spee;ified by Califo1uia Tecpnical~ulletin 1-17,.Section B, :Pare I Upholstered Fabrics dated Januaiy· 1980. · Lab-Mffi1ager: Sa11je -~ot~f )Cf\~· 0~ ~,lQJ\d (_jab Techtlician: Jennifer Friend F-310-A A TEX.TIL~ TES·i!llG CO.M?;,i,y sss i51fi Sr"R-Ei:i S-\'I \ p'·\"RO~l CE)(iEa. 1,nc·fitGAtt ,:93;5 f S !. E? HO ff E & t,s. S) .S. i 1 2 l Fi,._ CS! M ft E St~. 5 $ 9. St 1 ~ f '.> Fe~~to.:zoor 03·:sSan From-SUNBURY TEXTILE 570286S8ZO T-474 P,.002/002 F-519 ~c.Me-N"f0M ot-i-S a «' .. + t/..-......... ,, ~ .<". II' LAS S e1tv1CES CERTIF1CATE OF T$STING For. The Account Of:· DATE: December 2. 2005 CERTIFICATE (ORDER) NO.: !4424. CLIENTS·IDENTIFfCA'.flON; Q i-t 5 Test:Perli:imled! l;Tpholstered Furniture Action Council (UFACJ Fabric Ciassim~atfon T~t Method l~O (and); National.Fire.·P.totectiiln, Agency (NFPA}26A-19.9.8 -CBRTIFlCA.TlON: · The te,qile sample .named above was tested and· deemed-a UFAC-and NFPA260 Class I cover fa~ric based on th~ lJFAC and NFPA test methods,. This l:ibor.1.ro~ test~ noL ftuend.;d to rifl~ .&bric:~ under 11~lllll1-.l.iri, conditions.. The certifiClltion--procediire merely. meiirotes the pmonmmec of ·samples under 11\t° prcde~ed :Ind ~<; t.:st canditia_na pn:,:cn't>cd-by we .si.int!Md specified, This, =in~~ :ipi,lies-only' ro th= smnoords or -procosslns idcntilietl _II!ld to tiic nmdcinfsmnple(s) ~tc:d. The lest ~Its .. = F::P!Ci~VC of~ qu_:.!ities of. the piece ar fot only to me:: =t.,·m :!:= .;.mplc ttru:d: ~ -mpresmt:1tive afthe·piece oi: lot. ·our ri:il= ll!ld J.,tien; n:re.ior-llie: exclusivo ~ of.trnn;us10m« to whommey~.:iddi1:ss9d, ~nd mey :ind _mc:corporillio11 nllmed .wave or-its·se:.J:; o_r"ins[g¢\ :1re not ro·be used under An)' cm:iimsilmes _wiiboi.it ow: priQf writte:1. npprovat Sm,plcs wi!) npt be 11:bclncd, uajt$S specified by the custom;;-. R=mmtd samples wilib<: lcepta miiximum. time of oqcyOM unleis :i ~c n:taition pcrillll is n=IY· CERTIFICATION:::, :r ·certlfY. that lhe above resi4~ ~re obtained.afyer Jestfug specimens in acCQ!dance with tlie. procedures and .eiprlpmt:Ill: sp!=<;ificd by me -Upholstered-Furniture .Action. Council.(UF AC) Test -1990 aruJ. N~tional Fire Protection.Agency (HWA) 260 -1998. Specimen# Chu Lengtb:QnJ 1 0.50 Z. 0;50 3 0.50 TEST CRITERIA: 1). If the test specimen has no ignition, or ifno _i:ridtviii~ ~imen.yietd;s· a vertical char of44 mm (1. 75 in.) or greater. the-fabric is c~ed a VFAO_an_d NF.PA Class I cover fabric. 2);. If~ vertical char of the-test specimen is equal ta or greateir than 44_ mni (L 75 in.), the fabric, · is c¼l-Ssifjed.a UFAC--Cla.ss Ir cov:erc fabric. 3). If an -0~vious ignition ofthe-polyurefhane substrate occurs on the test assembly, the fab.ric is classified. a.trF AC. Class n cover fabric. CONCLUSION: -B~on the above Results.and Test Criteria,. tlie1tem tested fa: Class I--L.. dassll _ Sallie Cotey -Lah Marurger Applied. Textiles-Lab Services £~~ (ffimirer Bi~~-. Lab Technici~ A Ti!·XT1:.E r:S-ifHG CO/AFAIIY HS 1tf11 SfR&.£T ,,W., !Y~OH CE·l<TE/r, lhC.!J_lG·ll< •iJ>3 TliLii.?'ijQll'E iM.ii61.'.t12l FAIH!lilll: E•~.H1 PH APPLI·ED TEXTfLES LAB SE_R,VICES CERTIFICATE OF TESTING For The. Ac;:count Of:· Momenmp:1 Te;xtiles 11s·11 Fireh-Street Irvine,, CA :9i614 Cqntact: DeJ:ira_Schechter DATE; Nov.ember!>,2007 CERTIFICATE (ORDER) NO'.: 2.4680 CLIENT'S IDENTIFICATION:· Boom· f CAL,117, S¢ction E,.Pa~~I-Upli,Qlst~ry-Fabrics (CS 191-5:'.?) Plain Surface Flame S12read War[! Without NaP,- (seconds} (Plain Surface) Specimen FACE Specimen 1 DNI X 1 2" DNr X' 2 3 DNI X 3 4 4 5 $ Flame S12read'Fill Without~ap (seco11ds) (Plliip. Si,liface J Specimen FACE Specim,cit 1 l;)_N.J X r 2 DNI' X 2 3 DNI X J 4 4 5 5 • DNl -Oid not:ignite when expo~e.d tote~ tgnitjon ~ource Flame Spread Warp (seconds} DNI DNI Flame Spread Fili (seconds) HNI DNr Withoqt.Nap (Plain Suuace) BACK X X Without Nap (Plain Surface) BACK X X • IBE-,lgnited but extingnisbed b.efore burning through stop cord~ • SF -s·urlace'"flash.oni:y; stop cord· not burned & no bu;;ning/charring/fusing of the f?ase fal}ric. s TSF -Timed surface flash;, stop cord burned,. but no burning/char.ring/fusing of the base fabric. Requirements: Wfth n.ap -Minimum flame spread of any im:foridi.!al specimens shall be 7 seconds. Requirements; Withoutnap -Mi.pimuin f,farri.!': spread of any individual specim1!ns shall qe 3..5 seconds. Conclusion: The above results,inclicate COMPLIANCE ,.,-.;ith the stated requirements. j certify that the above results were obtained after testing specimens in,accordance with the procedures and equipmentspedfied by Califotnia Technical ~µll'etin 1-I 7, Section E, PartJ Upholstered Fabrics dated January I 980, Jennifer Friend -Lab Manager Applied Textiles Lab Services Page._/ ofl Chavon McDaniel Lab Technician. A TEXTILE TESTING COMPANY &55 7'5'" STR-EET SW, BY.RON CENTER, MICHIGAN 4!!315 TELEPt-fONE Si6,559.612.J FACSIMILE 616.559 6 I 19 F-331-.4 for The Account Of: CERTIFICATE OF TESTING Momentum 17811 Fitch Street Jrvine; CA 92614 Contac;r: April" Capines~ DATE: August 12, 2005·. CERTIFICATE (ORDER}NO.: 13110 CLI.fu'-ITS rDENTIFICATION: MOM1057 with Backing,and Teflon Test Pei:fqnn¢d: Upholstered FurµitureAction Counc~I (U;F'AC) Fabtic Classification Test Method 1990 (and) Narlonai.Fire-ProtectiQn Agency (NF.PA) 260-1~.98 CERTIFICATION: Toe textile sample 11amed ab0ve was tested and deemed a: UFAC and NFPA 2'60: Class I eover fabric based on the 1.JFAC and NFP A test metho.ds, rhis ll!bor-.itor.y· 1es1 is nob ince.nded'.to reflect. falfric performanci:: undenwmal ffre:.conditicms, Th, ceri.ili.:atio.n ]lrocedure merely me?St(res the_ perfqTTll2nce ,,,c .amples under ·1he prede{ermined and specific test ·cotiditforis: prescribed by the.·$tandard .specified. This ceniticate applies only to the standar,ds. ~r processing idtntified and to· the· random sample(s) tested. The test «;suits -are representative. of the qualities of ihe, piece or lot only to the extent the sampk tested 1,; rep'rcscmativc of the piece or lot. Our-.reports,and letters are.forthe-cxclnsiveuse of the customer to whom they are addressed, and 1h1:y and the COJPOration named above or its seals oi-insignia arc noi to be yscd under :J!J}'.d.rc.umstam:;es-v,i'thout our prior written aµµmval. Samples will not be retained, unless specitied by the customer. Retained samples wit! be kept a maximum time-of onc y~r µ11li!SS: a !ifJCcific f{!~enuon period is ne.:essary. CERTIFJCATION': ( cert'ify. that.'the above results were ob_tained after tel;ting specimens.in accordance with the procedures and equipment spec'ified by the Ui1hol.ste:i;e4 Fun:,.iture A,cJfqn Council.(UFACf Test:. i990 and National Fire· Protection Agency (NFPA) 260 -1998'. Specimen# Char'Lengtli,{in.). 1. 0.50 2: o:.so 3 o:so TESJ' CRITERIA:· 1 ). If the. test speeimen has no ignition, or if no individual' specimen.yfolds a v.ertfoal yhar of 44 mm (1.J5 in.) or· greater, the fabric.is classifieda· UF AC ap.d NEPA Ci?ss le.over fabric. 2 }. 1f the verti'eal char of the test spe(}1111eti 1S equal to Qr ~eater thl/-ll' 44· tnm-(J. 75 in.}, the fabric is cla.ssifa;d a UF AC Class II c;over fabric. 3). Ifan obvious ignition of the polyurethane substrate occurs on the test assembly, the fabric is classified a UFAC Class IT _cover fabric. CONCLUSION: Based on the above Results and Test Criteria, the item.tested is: Class I~ Class ri Sallie· Cotey -Lab Manager Applied T~xtiles Lab Services nrJtAfu.rd fur'Fpend Technician F-319-A S'SS 1-&iH Hl\EET S-.W •• SYF.011 CEIITER, V.1C:H·JGAli -0·315 TELE? HONE a IL 5 s·g ! I Z 3 FACSIMllE 4, 6.559·.61 t;l Certificate of Flame Resistance REGISTERED FABRIC NUI\IIBER IF-205. ISSUEDBY VALLEY FORGE TEXTILES, LLC 1390 SW 30TH AVENUE POMPANO-BEACH FL 33069 954-977;_1776 Date treated or manufactured AUGUST2009 T!tis is"fo ce,:tify that tlie·inaterials d-escribedbelow !tave been flame-retardant freate_d .(or are.inherently nonjl.ami1table). QUALITY & COMPANY, INC. 214 COURTLAND AVENUE CONCORD; ONTARIO . L4K 4L3 CER,TIFICAT_ION IS HEREBY ¾ADE __ THA'r·: . . . THAT ARTICLES DESCRIBED BELOW.ARE MADE FROM A FLAME-RESLSTANT FABRIC APPROVED AND REGISTERED BY THE STATE .FJRE MARSH:.1llr. ,FOR SU.CU µSE. rm:s r4\BRIG PASSES NFP~ .. 2 ~CT. . . THE F·LAME-RETARDANT PROCESS USED' WILL NO.T BE REMOVED BY WASHING,. VALLEY FOR$E TEXTILES, LLC Name of Applicator or P.rod1:1ction Superinfenda·nt By· ANN MORROW CUSTOMER ORDER NO. _o_:s_-_8'8_7_0 ___________ _ CUSTOMER INVOICE NO. _o_·o_54_8_9 ___________ _ YARDS OR QUANTITY STYLE & GOLOR DATE PROCESSED 102 MELLOW 2. SEA:-=-AB AUGUST 20·09 54 11 Certificate o·f Flame Res.istan.ce Architex International hereby certifies that the fabric de:scribed below passes the following flame resistance specifications: PA:TTEEN: REPEATS::· WIDTH~ CONTENTS: FINISH: BACKIN.G: CLEANABILITY: TEST 1\brasi.on,-Wy;;;enbeek ,ll.S-TM D3597 *10. Cotton Dutjc Colorfastness to Light. AATE:G Test Method· 16A-19'87 Editio_n Co:).9rfastµess·to Wet 1x Dry c:r,;,cking AATCC Te.st MethOd 8-1988 Easton 7. 625" Vertical_, 10." Horizontal 54" 70% Cotton, 30%: Pqlyester Crypton Flock Ea.·ck,ing Cle.ah only with wate.t· .based shampoo or foam upholstery cleaner:. Do not use :Solvent. Do not over wet. Pile f·abrics may-require brushing to restore· appearance. Do not dry <:!lean. For specif i9 details·,. please re-f:er to· the Crypton Care. website w.ww. c:::typtohcare. com TEST RESOL'XS warp: 100,.00·0 Filling:· ioo,cioo Result.: Class 5 California ·Bulletin 117 section E, Part 1 m;rvss 302 Hou:r;s.: 60+ Dry: Cl.ass 5; Wet.: Glass 5 Pass Pass. UFAG N-FPA. 260 Brush :eill-'ASTJ;f D:3S11-82 seam Slippage-AS:rJ:.1 p434-75 Breaking Strength. ASTM D5034 (Grab Test) Mi1dew Resistant Class 1 Class l c:i;ass 5 Warp: 81.;3 lbs, Fill: 90.0 lbs. Wai;p_; lG.Q+ lbs Eill.: 100+ ll:ls Pass. Certificate of Flame Resistance RF.GTSTF.RF.U FABRIC NUl\tIBER I F-205" ISSUED BY VALLEY FORGE TEXTILES1. LLC· ·1390 SW·30TH AVENUE POMPANO.BEACH FL33069 954-977-1776 Date treated or manufactured AUGUST2009 Tltis is·.to certify that the materlals. descril.,ed belorn hav,e, b.een jlf:[me-retardaµt treated (or are inkerently ll01tjlammalile.) QUALITY & COMPANY, INC. 21.4. COURTLAND AVENUE CONCORD-, ONTAR[O . L4K 4L3 CERTIFICATION is HEREBY' MADE THAT: THAT ARTICLES DESCRIBED BEDQW ARE MADE FROM A F~E--RESISTANT FABRIC A,PPR0VED AJ:ilD. REGISTERED BY THE STATE FIRE. MARSHAL. FOR SUCH USE. THIS FABRIC -PASSES NFPA 2'.60. THE FLAME-RETARDANT PROCESS USED WILL NOT BE REMOVED· BY WASHING. VAL£EY. FORGE TEXTILES, LLC Name. of AP.plic;ator or P.roductlon ·superintendant By ANN MORROW CUSTOMER ORDER NO. _0'--·8_-___ 8_8._70 ____________ _ CUSTOMER INVOICE N_O. -'--o_o_54_7_3 ___________ _ YARD'S OR QUANTITY _4_8_. 7 ___________ _ STYLE &-COLOR NEW SCOTTSDALE STR VI. 612-lAB DATEPROCESS~D _A_U_GU_s_r~2_00_·9_· _________ _ 96-D Allen Boulevard Farmingdale, New:York 11735-5626 USA Tel. -i-1 (631) 293-8944 Fax +1 (631) 293-8956 e-mail: fnfo@govmark.com Page f Received: I 1/28/2007lcompleted::J.1/29/200.7 ILetter: Q3 I rb I P.O.#:. I Test Report#: 2:'7098_6--0-03 Client's I Chime Identification! Tested: For: Key Test: NFPA 26().Cover Fabric (BLDG) Maharam Test category: NF.PA 260. F.abric -?Pe<:;i:E;i.e,r :_ Bldg_. Codes Tel: f-( r - Fax: H J-- PG:· 4H Ext: /jd TEST' .PERFORMED: NFPA 260 Standard. Methods· of Tests and. Cl-assificat:j.on System -for· Clgare.tte· Ignition Resistance of Components of Uph~l$te~ed F~rniture; ~ovex Fabric Test · RESULTS: Specimen 41 ---------- l 4 3 TEST ------------------.----------- Char Length Ignition 9n Vertical (yes/no/SE-) Pane], (.mm) ---------------------~to fo NO ?O NO 1.5 RETEST (If Require,dJ Igf.\it.ton (~es/no/SE) Char Length On Vertical J?anel Ci:nm) SE':' Indicates that the cigar_ette se-_lf exti'nguished p~ior to burn·ing· ±t~ entire length. When. this oi;:curs., a. "·i:¢.test:" cif t.hat ·specimen .is. !?erformec\'. CLAS.SIFI.CATION SYSTEM: class I - Class II - For each specimen: No·. obvious ignition; max:i11unn char length 4'-5 mm (l. 75"'). (·Indicates· propeqsi.ty i:o .re-slst · ciga-retce ignition in co~:junction ·with standard foam :f;:ill.ing mater~al-.) .For any specimen.:: Obvious ignitlon; or char lengt·h-e~ceeding 45: mm. (-1. 75''). (Iridica.tes inability to resist c:igarette-ignition in conjunct.ton· with: standard .foam filling material.) CONCLUSION: Based on. .the· above Re.s.ult~ and Classification System, the item tested is assigned. a: (x] Class. I rating [ J Class rr rating_ (.Page 1 of 2·) 85 96-D·Allen Boulevard Farmingdale, New York-11735-5626 USA Tel. +1 (631) 293-8944 Fax +1 (631)-293-8956 e-mail: info@govmark.com Page2 Received; l.l/28a001!complefed: 1 l D.9/2007 Jtetter: Q3 I rb I P~O.#: ·1 Test Report #: _2-70986-0-03 · Client's I Chime. Identification! Tested Fon Key· Test NFPA 260. Cover Fabric (BLDG) M'aharam CODE INFORMATION: rn. a·ccordaO:ce with -- Tel: 1-( J-- Fax: 1-( )-- (1) '.!'he 2_.006 Edition of the NFP-~ Life Safety Code 10.l, pa-rag_raph 10.3.2'.1 (ll; (2J Tne 2'006 j:;ditdon of the International. Fire ·c;octe, paragraph 805.1.1.1, 805.2 . .1,.l and 805.3.1,1 Opholstered f'urnil:ure components spa.U. be Class :r when tested in accordance: with NFPA 260, when used in; Detention or correcnional occ~pancy Health care·occupancy· Residential board & care: occupancy In cert.~in situatdons. an e:X¢eption i.51 made if the· rooms or are{tS are sp;dnklered. Ext: CE~TIFICATION: r certify that t~e abo~e results were obtained after testing specimens in accordance wi~r;, ~ified ~y ii'1>A 260", , -------------------.----------. AUTHPRIZBD SIGNATQRE THE G0VMARK ·oRGAN'IZATI'ON,. ING·. /jb MS. HEN(HER RCCERTS.0-N CPagE:!l· 2 of 21 The rcsuits contained in 1his report relate only to item(s) tes,ed,. The test report shall not be reproduced, except iri full, without written approval from The Goymark Organization, Tnc. 85 96-D Allen Boulevard • The - ~ Farmingdale, New York 11735-5626 USA Tel-. +1 {631) 2_93-8944 F<;iX +1 (631} 293·8956 e-mail: info@govmark.com Pagel eceived: l l/18/2007 Completed; l l/29i-2007" Letter, QI rb P..0.#: TestRep~rt#: 2-70986:.-0-01 Client's Chime Ideotificatfoo Tested For: Ma!Jaram ".t~o .' '-:;\ Kej; Test: CA 117 E Tel: 1{ )· - Far. ]-{ }. - PC: -5H+.5H /md Ext: E..~ TEST PERE'OR~D: Gali.for -~cIJ:il:!:r~Q$, 117 (March 2000) Section E Upholstery Fabrics RESULTS·: LENGTH WIDTH. Burning Tim~ ( S.i;iCOncis) Specimen Burning TJ..me (~econds) Specimen i/6 Face· #7 face· il\3 Back .#9 Back: ------------------· tl Face i2 Face i3 Face #4 Back fl-5 Back. Avg: DNI DNI or:i:r: DNI DNI ill'O Back Dt{I DNI Dt{I DNI ON-I NOTE: Thi~ is: a :minimal flammability test· .t9 sc,i::een out highly. f"la:rnmable m·ateria).s. REMARKS: None. ACCEl?TANCE-.CR!TERIA: shall meet Class I ·of cs 191--5·3 fx] p~·ai!\ Surrace Materials: ( J Raised Sur.face Mate.:ials: M.inimum Average Bu.z:ning Time (Flame Spread) --·------·------·----· --------------------- 3. 5 second-? or No· Recordable Bur.nirig Time: ·1.a· Seconds a~ No R~cordable Buxning Time ABBREVIATJ;ONS OE "NO RaCORDABLE: B!.JRNING-T;LME"" CATECORI"ES: DNI = Did nQt ig_nite when exposed. to test igniti<?ri source. IEE: = Ignited but extinguished be.fore b_µrning through stopcorct. SF = Sur.face. fia.sh only;-stopcord ;iot l:lurned & no bu·rni"ng/charring/fusing of :the ba-se fabrit;:, TSF = Timed surface flash;· stoI?cora burned, but no l?urning/cha,rring/fu.sing of the base fabric .. CONCLUSION: Based on the abov.e Results anct·Acceptance Criteria~ the i~em tested: [x} Complies; [ J Does not .comply 15 E:ERTIFIGATlCN: I c-ert·ify that the above results were obtained after testing speci';inens :i:n: accordar.ce with the procequres and equipment specified by Califor~ia Technical BuXletin 117 (March 2000) Section E Upholstery Fabrics. ~?-~ -. -------------------------------AUTHORIZED SIGNATI:lRE: THE GOVMARK 0~GAfUZATION ,. INC-, /jb MS. HEATHER, RCEERTSCN· (Pag:e 1 of 1 l The results eontained in thfs report relate only to· itcm{s) tested. The iest report.shall not"be reproduced, except in full, without v,Tiltcn-approval from The Govmark, Oi:ganization, [nc. Solicitation FC~0-90-S201-E CA.L 1-17 Sec-hion Er Part: l -i1pb,olste.ry P.ahr.t.~s. Laborato;:y testi.ttg Phone t: Date Sainples Received: 11/18/03. l 2 3, 4 s Spec:imen ti 1 a ~ 10 Fi;ame Spread war,p. {.seconds) DN! ON! DNI ON! DNT ~iAA\e Spread. Vill (!ii&CQ;tclS) DiiI Pl'ff rmt «a.me,_ Ad~eas:..;.. Pbone. Jr= '.Vast Ite;part With Nap ( ) ( \ i (' } ( ). ( } { ) ( J ( ). ) ( ) Nµ. (bl . Page 2s l?age 1 oi 2 ;t: ~ • .:r. .2003l22 Withou:t ?t~p ( ) ( ) ( } ( } ( } ( ) ( ) ( ). ' >: ( ) Requ·i:i:-~~n.ts-;. With nap, -Mi.nimum flame spread of any i.~di.vidtial speeimens shall not be less than 7 seconds. · ~ithcu.t .nap -Minimum fl,am~ spread of. any i.J:2.dividual speei.mans shall ~ot be less tllan J.s seconds. ~ Solicitatio.n FCN0 ... 9.o-s2·01-1:! eo~t:J.usion: !t'hit above ;-esu1ts illdicate saw,r 1;· ME;TS stated ~~utiements. l'JO.'(bl Page 29 Page 2 Q;f 2 !dth.:the , Professional Testing Laboratory, Inc. DATE: 06/07/2005 'rest MEJF10.B1~0NIDOCTED' ' ' ,-• -, •• -, < --; -' ;-' ' -' -' -~·, '. ' > ~ V --_, • -: '~-' -S, -• GENERAL PRINCIPLE TEST REPORT TEST NUMBER: 095913 -, Stile/Div. of Shaw Industries Surface Flammability of Carpets and Rugs (CPSC FF 1-70) also referenced as ASTM D2859 ---.~--. ~-. --" . ~ ' .. ' S.O. 41794 Needle Punch EcoWorx TEST NO: 053105-12 This test method is intended to measure the response of finished textile floor covering materials when exposed to an ignition source under controlled laboratory conditions. It is applicable to all types of textile floor coverings whether constructed from natural or man-made materials. TEST CRITERION The uncharred area of the test specimen must be greater than one inch in at least seven of the eight specimens tested in order to meet the acceptance criterion. TEST RESULTS 8 I Uncharred Area (Inches) 3.5 3.5 3.4 3.5 3.5 3.6 3.5 3.5 NOTE: This Sample was tested on the face side. This sample PASSES the Federal Flammability Standard DOC FF 1-70. APP'ROVEO BY: 'llris w:ility is mredted by the Nltimtl 'llob.rimy Lili~ Accreditmon Pro?J<llll. for the !=p'lCific scope of ~creditmon urd& Lili Cede 100::l97. 'llris ~credhtim does :not c=~ ill\ enoom:m.'!l:'it, certificmon., or ,,ppwnil. l:rj NIST or ,.,-rcy-ilglme)• of the Uut.ed St:ites Gwmmi.entforthe produc·tterud. 'llris report i;: proi:ridedforthe excJ.usi1l'e use of the clim to 'l'/h:im it is ll.dmssed. Il.lll!t'.f'be used il. its i!l'd:iretyto g;mi.prod.lKt ~cceptni.ee :li:om. duly corru!Ilt,!d '1ll:bml:ii!s. 'llris repm. ;q:plies Olllyto those S'lIDples terud :ruiis:not.necessml1iri.dicm.re of>lpp::irel1Llf ilinticitl of silrrl1lrproiucts. 'llris repo:it., orthe :mm.e of Professionitl TestirtgLiliomory he. mill rot.be usorl uroo Wf cirrummnce in mertis:il:\gto the ger,.enl p1.bJii:. 714 GlenwoodPlace Dalton, GA 30721 Phone: 'iDS-226-3283 Fax: 71)5-2,)5-6?37 em.ail: protest@c:ptiliru:.us p Professional Testing Laboratory, Inc. TEST REPORT DATE: 06/07/2005 TEST NUMBER: 095913 -· ---·-' J Stile/Div. of Shaw Industries I --,~-·--~-, -, --~· "' ----,: - L ,_, __ , -C '~, -:':... -;_·,, • .:.. ,.,_;_ -,. ; ,· __ ,~ - ASTM E662-03 Smoke Density (Flaming) Standard Test Method for Specific Optical Density of Smoke Generated by Solid Materials also referenced as NFPA 258 -.----.. --.,.--------r·--~ --,•--""---~--,-----,._,,,, __ ~- -, DES€RIPfl<6N:1@F1lSHAMPUL . · '-~--·-___ ,,_, ___ ~ ---·--. --------__ -._,_ ___ ----· _,.. -----·=---~--~--·~ _---._._. ,,_ ' '·:' ,, ,:: ·,\' ,' 59411 Bon Jour EW 24 s.o. 41794 Needle Punch EcoWorx -, • f -.·-.. ,,·_. ', --'. ' TEST NO: 053105-12 This procedure is designed to measure the specific optical density of smoke generated by the test specimen within a closed chamber. Each specimen is exposed to an electrically heated radiant-energy source positioned to provide a constant irradiance level of 2.5 watts/square cm on the specimen surface. Measurements are recorded through a photometric system employing a vertical beam of light and a photo detector positioned to detect the attenuation of light transmittance caused by smoke accumulation within the chamber. The light transmittance measurements are used to calculate specific optical density, a quantitative value which can be factored to estimate the smoke potential of materials. Two burning conditions can be simulated by the test apparatus. The radiant heating in the absence of ignition is referred to as the Non-Flaming Mode. A flaming combustion in the presence of suooortinq radiation constitutes the Flaminq Mode. l' __ :_·.: ____ ._ -~~~--~----~-------~_: _______ ---------:-' _T,~--~_CONDITi©NS -~·-_; ____ . -----------'_.,~:· .. ~--~:-___ ~c----~ : PREDRYfNGofl'Esf'SAMPLE . 24 Hours at 140° F IC.ONDITIQNINl;; QJ;JESTSAMe~E__ _ 24 Hours at 70° F and 50% Relative Humidity Maximum Density (Om) Time to Dm (minutes) Clear Beam (De) Corr. Max Density (Dmc) Density at 1.5 minutes Density at 4.0 minutes Time to 90% Dm (minutes) Specimen Weight (grams} APPROVED 8Y: 2.5 watts/sq cm 3" H2O 171.0 165.0 197.0 7.5 6.0 5.5 33.0 21.0 27.0 138.0 144.0 170.0 2.0 5.0 20.0 161.0 161.0 192.0 3.0 3.0 2.5 17.2 16.9 16.1 This fu:ilityis :i.cmdhdbythe N~ Voli.r,:wyL>ihomorf .AcmditmonProg..:,m.forthe specific scope elfil.Cmditmonurd.r L>ib Cede 100297. This 'l.CcredL"Jtimdo~ :not cor,,;ti:ute m enoomm..nt, ce:rtificw.on., ar ~tl 'trf NJST ar 1i!rf ;igency of the Uhited Smtes Govemm.entforthe product tested. This i:.pott i; provi.d(,dforthe exclusixre use elf the clieit. to wrom. it. is ;i.d:!remd. It.l!U('fbe used it its eritiretyto g;rinproduct. mepmi,:e fram. dul:f co:rutituted ;JJ!h:,rities. This rep:,rt. IJWlie; Olll'j'to fu.ose sMUples tested ind is notri.ecemrii)T :indi.c:itire elf ;ipp=itlj' ooiti.ctl elf s:illliJ.:lr prooucts. This repoit, arthe mm.e elf Profmioml Testil\g L>ibo..:toiy he. tlrul. rot be us,rl uni& 112V ciro;anst,,.nce in 'l.Chrertisingto the gen.ml pwlic. 714 Glenwood Place Dallon, GA 30721 Phcme: 71l'5-2:W-3283 FaK: 70S-Zl5-6?a7 euia:il.: proresl:@optilink:us I I __ j , Professional Testing Laboratory, Inc. TEST REPORT Date: 11/8/2006 TEST NUMBER: 104033 ~ : < '. • \,_' '• '' -~ I Shaw Hospitality / _ _' :: ',_ , __ _:_ ... -·. GENERAL PRINCIPLE ~ J_ASTM E648-03 Standard Test Method for Critical Radiant Flux of . ] Floor Covering Systems Using A Radiant Heat Energy Source, also I referenced as NFPA 253 and FTM Standard 372 ' , , ,,- 5B050 Camden Hall 30 Cut Pile Wo'i/en Synthetic TEST NO: 1 lbl06-1 l D This procedure is designed to measure the critical radiant flux at flame out of horizontally mounted floor covering systems exposed to a flaming ignition in a test chamber which provides a graded radiant heat energy · environment. The imposed radiant flux simulates the thermal radiation levels likely to impinge on the floors of a building whose upper surfaces are heated by flames from a fully developed fire in an adjacent room or compartment. The test result is an average critical radiant flux (watts/square cm) which indicates the level of radiant heat energy required to sustain flame propagation in the flooring system once it has been ignited. A minimum of three test specimens are tested and the results are averaged. Theoretically, if a room fire does not impose a radiant flux that exceeds this critical level on a corridor floor covering system, flame spread will not occur. The NFPA Life Safety Code 101 specifies as Class 1 Critical Radiant Flux of .45 watts/sq cm or higher and Class 2 Critical Radiant Flux as .22 -.44 watts/sq cm. '. SU8-ST~AJ'E: Mineral-Fiber/Cement Board : l.it'.1}:)ERL8.¥M.ENI. Direct Glue Down ; ~.J}H~SIVf · Subset 1000 ·· <'t9JibltfQijlN<f · Minimum of 96 hours at 70 ± 5° F and 50 ± 5% . . . " · relative humidity This test report relates to the installation in accordance with the criteria set forth in the report. Any variation in the installation criteria may produce different results. Specimen 1 43 cm 107 minutes 0.42 watts/square cm Specimen 2 39 cm 81 minutes 0.49 watts/square cm Specimen 3 39 cm 73 minutes 0.49 watts/square cm * NOTE: Meets or exceeds Class 1 rating as specified in NFPA Life Safety Code 101. APPROVED SY: This :fu.cilitjis ll.Ccrediedbythe Ni.tict);tl Voln'ltlry L.ilioruory Accreditmori.Pmgrai. fur the specific scope cu ll.Ccreditmon urde:r fab Cede 100:297. This ll.Ccredhtim doe; not cca:-,,"tlJ.tt,! ;:m >!l:'ldmem.ent., certifi.cll1i.on., oriipprovtlbf NIST or IJrlYllgel:'LC)' of the trrritedStlUs Gooe:ran.em.furtheprodurt tested. This r.port:i; prom.dedfurthe e::clushre use cu the cli.elt. to wmm. it is ;:,,fussed. It.JM1 be used i:t it,: ~to gamprodud:. meptmce :fi:am. duly con!titllted ;:mlmities. This rep:,rt :ii;plie; onl,fto fu.ose S11lilples tested m:isnot:necemril'j:iri.dkilti:re cu.ipp~ :i:l.ooctl cu similirp:rcduct,. This repon, orthe r,,m,,e cuP:rofmiontl TestingL.iliOI<torf he. slwl.rutbe usid utrler m,r cirrumst;n\Ce in ;:,,d,,ertisingto the ge:ri.enl pwlic. 714 GleuwoodPlace Dalto11, GA 30121 Pho:ne: Xl:S-2d5-3283 fa:: 70S-z:>S..6?37 email: p;rotest@optilmk.us Professional Testing Laboratory, Inc. Date: 8/28/2006 "c ----- ' ' ' ;',test'METHOD cr~>Nb,tictfED: ;' -,, :· -' -:-' :· ,-.... -' .. --, ~ ,_, ,-' ... 1 .. .' ..: .. , ., ~ ~ l ,•_, . __ ·' _,.. --... --. _, -=-____ ._ GENERAL PRINCIPLE TEST REPORT TEST NUMBER: 102624 J Shaw Hospitality ASTM E662-03 Smoke Density (Flaming) Standard Test Method for Specific Optical Density of Smoke Generated by Solid Materials also referenced as NFPA 258 Cut Pile Woven Synthetic TEST NO: 081506-25B This procedure is designed to measure the specific optical density of smoke generated by the test specimen within a closed chamber. Each specimen is exposed to an electrically heated radiant-energy source positioned to provide a constant irradiance level of 2.5 watts/square cm on the specimen surface. Measurements are recorded through a photometric system employing a vertical beam of light and a photo detector positioned to detect the attenuation of light transmittance caused by smoke accumulation within the chamber. The light transmittance measurements are used to calculate specific optical density, a quantitative value which can be factored to estimate the smoke potential of materials. Two burning conditions can be simulated by the test apparatus. The radiant heating in the absence of ignition is referred to as the Non-Flaming Mode. A flaming combustion in the presence of suooortinq radiation constitutes the Flamins:i Mode. : PREDRYING Of-TEST S'.M1'PEE: : -c0No1t10N1NG b)::re1-f: sAM_erE. ·'FUiU.J:AGE-VC>.LTA.GE ,- : GHAMl~ER TEMP,ERATURE ,_ tEST'MODE ~-.' -~--,_ : .. ----· 24 Hours at 140° F 24 Hours at 70° F and 50% Relative Humiditv 116 V i IRRADiANG:f -, 95° F '.<cfl.AMB~R·.fiR.E$~uR~ Flaminq , _ .. ---·--. __ Maximum Density (Dm) 122.0 98.0 Time to Dm (minutes) 7.0 8.5 Clear Beam (De) 12.0 10.0 Corr. Max Density (Dmc) 110.0 88.0 Density at 1.5 minutes 8.0 4.0 Density at 4.0 minutes 105.0 60.0 Time to 90% Dm (minutes) 3.0 6.0 Specimen Weight (grams) 12.1 11.9 APPROVED BY: 2.5 watts/sq cm 3" H20 127.0 6.0 13.0 114.0 9.0 109.0 2.0 11.7 This :tii.cilicy is ilCcrediedbythe N~ Vol.u:'lru1 Lwomoxy AccreditldionProg=i, fur the specific scope c« ilCcr.ditldion Uld& L;:,,b Cede 100::m. This ;:,,cmcliwm, does r,,ot co:rt;ti:ute m enctirs~ certificwon, or iipproval l:rJ NIST or llfrJ ~ of the ]J'trit,ed Stites Goveminattfurthe product tested. This report i; prowled fur the exclusiue use c«the clio.rt. to 'M:'Olil :it is ;:,,d:!remd. It.my be used :hits ,;tlliretyto gmi.product. ;:,,mpt;n\Ce :IOOl!L dul:i' cm-LStituted i1ll:hmlies. This report llIPlies Olll.yto '!hose sMDples tested ll'Ld is notnecemril.y :indicm:re c« :ipp~ nerd:ical w simil~ proilicts. This repoot, or the 1=e m Proli!ssiontl Testing fabomory he. shill mt be usoo. urder '/i1:!f c:ircumstmce in .iilvertisingto the ge:neral ptblic. 714 Glenwood Place D ilbn, GA 30721 Phone: 'iDS-226-3283 email: p:rotest@optili:ik :us p Professional Testing Laboratory, Inc. TEST REPORT Date: 8/28/2006 TEST NUMBER: 102624 ,_ j Shaw Hospitality /fjES,'("M~THQJ'), ¢OND0¢i1EJ))',-~~-;:-----c~J AATCC 134-01 Electrostatic Propensity of Carpets :,-_:; ::: .: ~ .· _ ~-:. ~--~-----~~-,. " .:~J~>:fS,C~R..IRR~Ni:@Ji'::ll(~"~MP:JilL'._ ~-:_.' .. _. L,1:-___ .: ___ :_ :_:,.·,>. __ , __ .,_ 110:el\itiP.tC'ATi:ON1«: ::_-·-.. ',_ . :---. . . 5B050 Camden Hall 30 ·:-;:c;f:;.-R .-.. ~-. -~ ' , -' , . \~ ' . ,-720764R Cut Pile Woven S nthetic TEST NO: 081506-25B G.ENERAL PRINCIPLE This method is designed to assess the static propensity of flooring material by controlled laboratory simulation of conditions which are known from experience to be strongly contributory to excessive accumulation of static charges. A flooring material preconditioned to equilibrium at controlled atmospheric conditions is walked on by a test subject in a specified manner with specified shoe soles. The static charges which build up on the tester are monitored continuously by a recorder. A neolite shoe sole has been chosen as the primary reference material because its static performance is much like that of many common leathers. It is a commonly used shoe sole material and can be easily cleaned, while its chemical and physical properties are quite uniform. A chrome tanned leather shoe sole has been chosen for a secondary reference material because it is representative of a certain class of leathers whose performance differs significantly from that of neolite soles on certain carpet fiber. Statistically, chrome tanned leather comprises a very small percentage of the shoe sole market, but must be considered in critical applications. ___ -·· ... ____ .· .. _,_ ::: :·, .·:: ... ::~::, .: \:··-~-~tes.tc.oNomo~s:"' ~· · . __ .. , . ·. , __ , · _, _ -· ,~·.: · .. ,:.,.: ... 1 1:E~FG~N.Pill§)N~, ' . · ' The sample is conditioned to equilibrium and tested at 70 ± 2° F and 20 ± 2% relative · __ . :· ... : : . ·_.:· ~. · humidi c:SUB~TRAT:E~-·-_ . : · ~--,-.-·.: 40 Ounce Rubberized Jute/ Hair Pad "The results of this test relate to the sample of flooring material tested. Its static performance may be altered in service as a result of wear, soiling, cleaning, temperature, relative humidity, etc ... " APPROVED &Y: This ruili!:jis il.Cmdudbythe Nricml Vol.t-rd:JeyfaboruDIY .6,.cmdil:.:lti.onProgrmi.forthe specific scope ofil.Cmdil:.:lti.on1ll'der LIJ.b Cede 100297. This il.Ccredntimdo1,; not co:r,;ti:,,ite m e:ndm:em.er,t, ce:rtifi.cmon, or i,pprov:tl l:rj NIST or 'i!t:f ~T of the U:ili.ed SW:es Gw mun.entforthe product terud. This !'!port :i; provided for the exclusi1l'e use of the cliel:'t 1D whl:m. it is ~md. lt=:r'be used h :its e:l'll:i!ttfto gunprodw:t. il.Ccepttmce :li:ca:n. d,Jfy' corut.ltut..d lll1:h:dties. This~ ')J;plie;: Ol'llyto 1hose s:imples terud ltl.disnot:necemrily:il:l.dicw:re of'4)p::i:rerltq ilird:k:tl of similiirproducts. This repott., orthe n= of Promsdon:tl Test:ingLIJ.b~ he. :ili;illmtbe usoo. 1ll'der i,cy c:ircums:tmce in ~dlr~1D the gene:r:tl p,j)li.c. 714 Glenwood Place Dalton, GA 30721 Phone: 'iD!i-225-3283 Fax: 70'5-Z2£-6787 email: p:rotesl:@optilink.us p Professional Testing Laboratory, Inc. TEST REPORT Date: 11/8/2006 TEST NUMBER: 104033 . , . · .:~: .,~:. '., J Shaw Hospitality ·· .. ASTM E648-03 Standard Test Method for Critical Radiant Flux of i 1,1:siMetfl~i),GbNi:>O{!T:~p ·:·:, , ' Floor Covering Systems Using A Radiant Heat Energy Source, also : . ~ . ,. . . . ~. , ·.·.: .. . . .. ,. referenced as NFPA 253 and FTM Standard 372 5B050 Camden Hall 30 Cut Pile Woven Synthetic TEST NO: 110106-1 lD GENERAL PRINCIPLE This procedure is designed to measure the critical radiant flux at flame out of horizontally mounted floor covering systems exposed to a flaming ignition in a test chamber which provides a graded radiant heat energy environment. The imposed radiant flux simulates the thermal radiation levels likely to impinge on the floors of a building whose upper surfaces are heated by flames from a fully developed fire in an adjacent room or compartment. The test result is an average critical radiant flux (watts/square cm) which indicates the level of radiant heat energy required to sustain flame propagation in the flooring system once it has been ignited. A minimum of three test specimens are tested and the results are averaged. Theoretically, if a room fire does not impose a radiant flux that exceeds this critical level on a corridor floor covering system, flame spread will not occur. The NFPA Life Safety Code 101 specifies as Class 1 Critical Radiant Flux of .45 watts/sq cm or higher and Class 2 Critical Radiant Flux as .22 -.44 watts/sq cm . . cSUB:sfRAfE. Mineral-Fiber/Cement Board L~.N..PJRL~'lM~tiJj1' Direct Glue Down '.ADH~SIV~ Subset 1000 [,~O~Ol~~~N~NG ·. ~:~~~~~uo~i~~:ours at 70 ± 5° F and 50 ± 5% This test report relates to the installation in accordance with the criteria set forth in the report. Any variation in the installation criteria may produce different results. Specimen 1 43 cm 107 minutes 0.42 watts/square cm Specimen 2 39 cm 81 minutes 0.49 watts/square cm Specimen 3 39 cm 73 minutes 0.49 watts/square cm * NOTE: Meets or exceeds Class 1 rating as specified in NFPA Life Safety Code 101. APPROVED BY: '.llus :fu.c~Tis ~crellidbythe Nmial Volu:it.arylwomory AccreditmoriProgrun.furthe sp".cific scop". of~credit,mcm.urder Lw Cede 100::lW. '.llus ~crediuimdoe; l:'I.Ot c=-i.tut.. :m "-1'1.00ISem.&lt.. certm:won. or llpPI'Wal. cy NIST or my~ of the Unilt,d St.w!s Goi:rmaMl:'ltfurth". ~duct tesu.,d. This r-.port. :s prouid".dfurthe ..x>:lusi»'". use of the cliert to 'M'((!l), it is 'lllliemd. It.m,qbe used nits ~Ito gm,.~duct. ~cept:,nc". from. dul'.f cOl'lrt:.itut.ed '1lth:iri!:ies. This~ :ii;plies or,J:yto fu.ose s~les tested ltl.disl:'I.Otnecemril.yindic.itire ofllpp=,!q :iierdical. of similirproducts. This r-.poot, orthe = of Professioml TestingL~bor-t.orJ he. ;hill rot.be usoo. urder 'ilTf circumst,mce in ad!7~to the generupwlic. 714 GlenwoodPlace Dalton, GA 30121 Phoue: 'illS-225-3283 Fax: 105-Z2E-6?lfl email: prote:il:@opt:ilmk.us p Professional Testing Laboratory, Inc. Date: 8/28/2006 GENERAL PRINCIPLE TEST REPORT TEST NUMBER: l 02624 :, ____ .. _. ~.-'I Shaw Hospitality ASTM E662-03 Smoke Density (Flaming) Standard Test Method for Specific Optical Density of Smoke Generated by Solid Materials also referenced as NFPA 258 5B050 Camden Hall 30 720764R Cut Pile Woven Synthetic TEST NO: 081506-25B · This procedure is designed to measure the specific optical density of smoke generated by the test specimen within a closed chamber. Each specimen is exposed to an electrically heated radiant-energy source positioned to provide a constant irradiance level of 2.5 watts/square cm on the specimen surface. Measurements are recorded through a photometric system employing a vertical beam of light and a photo detector positioned to detect the attenuation of light transmittance caused ·by smoke accumulation within the chamber. The light transmittance measurements are used to calculate specific optical density, a quantitative value which can be factored to estimate the smoke potential of materials. Two burning conditions can be simulateq by the test apparatus. The radiant heating in the absence of ignition is referred to as the Non-Flaming Mode. A flaming combustion in the presence of suooortinq radiation constitutes the Flaminq Mode . • 11U1tNA~E'VQLTAG~ . . . ., -116 V :. lRRADiANCE . -2.5 watts/sq cm · CHAMBER.: TENif/.ERAfURE 95° F · CHAUd~i:R P&ESSU}fE 3" H20 ~tES11MODI:.· ~ ... : . FlaminQ .... . . . .... ·- 104 91 Maximum Density (Dm) 122.0 98.0 127.0 Time to Dm (minutes) 7.0 8.5 6.0 Clear Beam (De) 12.0 10.0 13.0 Corr. Max Density (Dmc) 110.0 88.0 114.0 Density at 1.5 minutes 8.0 4.0 9.0 Density at 4.0 minutes 105.0 60.0 109.0 Time to 90% Dm (minutes) 3.0 6.0 2.0 Specimen Weight (grams) 12.1 11.9 11.7 APPROVED BY: This ftc:ilitf:is ~mdiedbythe Nncnlll. VohitlryL'lbontDrJ Acmdir.manProgrunforthe ~ecific scope of~mdfumofiurder Laib Com 100291. This ~cmli:mmdoe; not cCl'.l'rttute m. ertibrseJDl:llt, cmificw.o:n, w: iq:,provlll. l:rJ NIST w: lirrJ ~ of the Ur rited :fut.es Gove'.ll'llD.el'llforthe product tested. This report i; provi.dedforthe eiochlsive use of the clie:tt. to wh:im. it :is ,i,,mmd. Itmybe used it its entiretyto gu:i.product ~cepwice from. duly coruti!JJt.ed :mbldties. This I'l!pOit ::q;plies orit:rto fuose smq,les tested ;nd :is l'I.Ot:necemrfr.J :indicw.re of ;ippw;i1t:lf iie:nti.clll. of similir p:rr.ducts. This repott.. w:the mine of Profussioml Testing L'lbc'1'110Iy he. shill mt be usoo. urder :m,, c:iro..'1.llDS!.m.ce m <l.Chrert:isillgto the gen.ml p,i)Jic. 714 Gle=oodPlace Dalton, GA 30721 Pli=e: 'iD-5-226-3283 Fax: 705-225-6737 email: prote:;t@optilicl::.us p Professional Testing Laboratory, Inc. TEST REPORT Date: 8/28/2006 TEST NUMBER: 102624 [l~$t.Mef!:l,cto_ ¢ONQU,~iEi> . _-, . :· ": .. </ AA TCC 134-01 Electrostatic Propensity of Carpets .. __,. ,,, .. ···---, .. , . .. , ___ ,_. -= ... ·_·_ -~ -~~~~etiJifJqjtf~r·itsr, .$AM[~~-:=·~ , -~-=-· -,~ :~ := :_~ =--=~: ~: :· .. ~ -~ : __ · ... ---.. , ., ' ............. , _; , 5B050 Camden Hall 30 . _' ~-: Woven S nthetic ,_, .. :. : TEST NO: 081506-25B GENERAL PRINCIPLE This method is designed to assess the static propensity of flooring material by controlled laboratory simulation of conditions which are known from experience to be strongly contributory to excessive accumulation of static charges. A flooring material preconditioned to equilibrium at controlled atmospheric conditions is walked on by a test subject in a specified manner with specified shoe soles. The static charges which build up on the tester are monitored continuously by a recorder. A neolite shoe sole has been chosen as the primary reference material because its static performance is much like that of many common leathers. It is a commonly used shoe sole material and can be easily cleaned, while its chemical and physical properties are quite uniform. A chrome tanned leather shoe sole has been chosen for a secondary reference material because it is representative of a certain class of leathers whose performance differs significantly from that of neolite soles on certain carpet fiber. Statistically, chrome tanned leather comprises a very small percentage of the shoe sole market, but must be considered in critical applications . . . _, ··'·· .c.·.: ... , ... ,·.,~ , __ : .. ·.:· .. :':_::;·::.,·, ·::·.:. .. .' tEsT!c~Nblti~'NL .. '.~·" '· .. ~~-··; ..... .:.. ~;~ :_::,·:.::., ___ ;, .. : -~---······: '.jlS"fi¢©~91t16N.S' · ~ :.. The sample is conditioned to equilibrium and tested at 70 ± 2° F and 20 ± 2% relative -·-... · '._. humidity · ~sAMPel[~RE~AitAfib}.(: Tested As Received .~$.jfs:sf8it'e .' .· ..... ,· . . . 40 Ounce Rubberized Jute/ Hair Pad TEST I: Steo Test/Neolite Sole -1.5 KV -1.6 KV -1.6 KV TEST II: Scuff Test/Neolite Sole -3.3 KV -3.0 KV -3.2 KV TEST Ill: Steo Test/Leather Sole -0.5 KV -0.7 KV -0.6 KV TEST IV: Scuff Test/Leather Sole +0.2 KV +0.1 KV +0.2 KV : ,, ·. NEG 3.2 KV "The results of this test relate to the sample of flooring material tested. Its static performance may be altered in service as a result of wear, soiling, cleaning, temperature, relative humidify, etc ... " APPROVED BY: This :tkilitJ is ;i.ccndied bythe Ni:t.ial.tl Vol.ultny L~OI'ilIDI)· h:cndi!ill::imtProgrun.fur the specific scope af ;i.ccndi!ill::imt urder L~b Cede JD0297. This ;i.ccrediwm doe; notc,m;tiut.e .m enoorsem.n certificmon,or ~itll:TJ NIST or 'lirrJ ilgel'lcy oftli.e Uttlt.edSt."1.es Gove:rran.eritfurthe product terud. This~ort:i;providedfurthe exclusive use aftli.e cliert.1D 'M'l:llil it is ~md. :0:.JM)" be used :i:l. it,;: ~tlto gmtproduct. ;i.ccepw1.ee from duly can.<tituted lll1:h:o::ities. This rep:,rt. :ii;plie; aril-jto 'those soonpJ..s tested ::rid is notno.cessml:j :indkw:re af ;ipp~ :iierd:ir.itl af simfur pro:iucts. This ~Oit.. or the = af P:ro.fuss:iollhl Terting Lilicrt.oiy he. sh~ 1'Gl be usoo. urder ~ circumst.;mce in ~ert.isirtg1D the genenl p,.i)lic. 714 GlenwoodPJ.ace Dalton, GA 30721 Phone: 'iD:5-226-3283 email: J?l'Ofest@optilmk.us p Professional Testing Laboratory, Inc. DATE: 04/18/2007 ,~ , ' TEST REPORT TEST NUMBER: 106882 .. , __ .: ____ . _ · .. _j Shaw Tile ASTM E648-03 Standard Test Method for Critical Radiant Flux of Floor Covering Systems Using A Radiant Heat Energy Source, also referenced as NFPA 253 and FTM Standard 372 ]}:>-EN,TIFltp:;tlQN; _· ~ ·_ ,\ ·· .... ,. -59506 Vivid Shadow Tile _ _-:c_ .:: Multi-Level Loop Pile ,,REF.ERENeE· .. --,-::~~-,:~_·::.·.:_-~_: __ ·_ .. _. TEST NO: 040607-11 GENERAL PRINCIPLE This procedure is designed to measure the critical radiant flux at flame out of horizontally mount~d floor covering systems exposed to a flaming ignition in a test chamber which provides a graded radiant heat energy environment. The imposed radiant flux simulates the thermal radiation levels likely to impinge on the floors of a building whose upper surfaces are heated by flames from a fully developed fire in an adjacent room or compartment. The test result is an average critical radiant flux (watts/square cm) which indicates the level of radiant heat energy required to sustain flame propagation in the flooring system once it has been ignited. A minimum of three test specimens are tested and the results are averaged. Theoretically, if a room fire does not impose a radiant flux that exceeds this critical level on a corridor floor covering system, flame spread will not occur. The NFPA Life Safety Code 101 specifies as Class 1 Critical Radiant Flux of .45 watts/sq cm or higher and Class 2 Critical Radiant Flux as .22 -.44 watts/so cm. _S_l[BS:t~Ate,'. Mineral-Fiber/Cement Board · jJfiiQERkifM_EN'f Direct Glue Down · ABHESIVf Sure Set 5000 ; ·¢¢NDi'TIQNiN:<s: Minimum of 96 hours at 70 ± 5° F and 50 ± 5% relative humiditv This test report relates to the installation in accordance with the criteria set forth in the report. Any variation in the installation criteria may produce different results. Specimen 1 41 cm 45 minutes 0.45 watts/square cm Specimen 2 38 cm 32 minutes 0.51 watts/square cm Specimen 3 42cm 45 minutes 0.44 watts/square cm * NOTE: Meets or exceeds Class 1 rating as specified in NFPA Life Safety Code 101 and /BC 804.2 Classification. APPROVED SY: This ruilit'f is ll.Ccredied'bythe Nltict1;tl Vol\J:'4.w:y L.i.'bontar:f AccreditmonProgrom. :fur the spec:ilic scope of ll.Ccredit.:mo:n 1.11:ili:r L.i.b Cede 100:l91. This ll.CcredL'ltim doe$ not cO?rti:l.lb! m ei:ld:>n:em.er,t, certificw.on, or~tl l:rf NIST or >D.'C-J ~ of the Ul:lited St"ltes Gooei:ran.ent:furthe product le$led. This~ort :i; pro11i.ded:furthe e::clusiire use of the cllirt. 10 ,;,,t,;m it is 'l.d:lressed. ltJMY be used h i!i: el.'11:ir>!t'fto g1lll:'L product. ll.Ccept.mce frollL dufy corutituted ~s. This rep:,rt. ~lie;: Ol:'!lyto 1hose smqiles tested .ndisnotnecessmiy:indic;nire of::q:,p~ mdictl of fimilirpro:lucts. '.llds ~oot.. orthe = of Pro!essi.ontl T•stmgL.ibolltor'J he. shilln:11.be used urder :nv drc"1.ll!IStlll'l.e in ll.dvertisirtg10 the gmerupd)Jic. 714 Glenwood Place Dalton, GA 30721 Phcme: m5-225-32f:3 Fax: 706-n5-6?37 email: protest@optilmk.us p Professional Testing Laboratory, Inc. TEST REPORT DATE: 04/18/2007 TEST NUMBER: 106882 _] ShawTile -~--; --.. "\. --•<, • ---,-< ----"'\',-----.-' t ~ ---- · ti::st MEtF100 co:Nou.tteo: · · ' -----~ ' :.· -~-, ' ,_-' ,, , ,, 1 ', ___ , ASTM E662-03 Smoke Density (Non-Flaming) Standard Test Method for Specific Optical Density of Smoke Generated by Solid Materials also referenced as NFPA 258 I.:·.:-:--···,.",;, ·:-•: ,:, r·_ :~-, ·,:, -,.- ,-----:..' C. ------____ .,_ --'-----, ,_ .: ,_,_,.__ 59506 Vivid Shadow Tile GENERAL PRINCIPLE This procedure is designed to measure the specific optical density of smoke generated by the test specimen within a closed chamber. Each specimen is exposed to an electrically heated radiant-energy source positioned to provide a constant irradiance level of 2.5 watts/square cm on the specimen surface. Measurements are recorded through a photometric system employing a vertical beam of light and a photo detector positioned to detect the attenuation of light transmittance caused by smoke accumulation within the chamber. The light transmittance measurements are used to calculate specific optical density, a quantitative value which can be factored to estimate the smoke potential of materials. Two burning conditions can be simulated by the test apparatus. The radiant heating in the absence of ignition is referred to as the Non-Flaming Mode. A flaming combustion in the presence of suooortinq radiation constitutes the Flamino Mode . . PREPRYIN(;:Qf'TEST ~AM'P~!: . 24 Hours at 140° F ;_ C.ON.DIJi.ONir{G OffEST'St.V,AP.ti:: . 24 Hours at 70° F and 50% Relative Humidity I: i:URNACE VbftAGE · .. . .. . .· 117 V ,JRRADl¼N'ii::l: .. : <1:~~Mafk·r~Mli~RAt1,1R~ 95° F · Qi-lA:M'~!:Rhe~sO.Ri: ·. .J.EST MOO.E... . . . . .. . . . _ --· Non-Flamino . :., . 2.5 watts/sq cm 3"H20 Maximum Density (Dm) 162.0 152.0 177.0 Time to Dm (minutes) 19.0 17.0 20.0 Clear Beam (De) 7.0 6.0 7.0 Corr. Max Density (Dmc) 155.0 146.0 170.0 Density at 1.5 minutes 1.0 1.0 1.0 Density at 4.0 minutes 26.0 25.0 25.0 Time to 90% Dm (minutes) 14.0 12.0 15.0 Specimen Weight (grams) 19.3 18.9 20.5 APPROVED BY: This fu:ilitt is :ir.credied bythe Nit.ia:ttl Vol!:ti:tlry L~OI\l!DJ:y Accredfuition Progrun. fur the specific scope of :ir.creditmon urd-.r Lw Cede 100297. nus :ir.credht:i:m.doe,, not cout:il:It.e m enmn;ement, certificmaii. oo: llpp:rov!Ll r:Jf NIST oo: '/JrCf ;:,gimcy of the Ututed Stw.s Gov eminent fur the product tested. This report i; pro'l!idedfurthe e::clw:iil'e use of the clim to 11!h:lm it is ;i,,mmd. ltlilllfbe used :i:l. fu: erd:iretyto gui.product. :ir.ceptmce :from du.fy' co:n.<tiluted illl:hmties. This r,ip:ort. :ii;pli,.; OlU'jto fuose s:mq;,les tested .nd is notnecemrily indici.tire of lJPP=itlf OOdic!Ll of s:imilir prcducts. This r,,pOJt, oo:the m:me of Pmfessicmtl Testing Lwcrt.o:ty he. sh:ill mt be used urder anzy- c:ircum,1.mi:e in.i.&rertisirtgtothe generupl.'blic. 714 GleJ:t111rcodPlace Dalton, GA 30721 Phone: 'il..15-226-3283 Fax: 705-'D5-67ITT email: p:rote;;t@optilmk.us p Professional Testing Laboratory, Inc. TEST REPORT DATE: 04/18/2007 TEST NUMBER: 106882 ·~,_j Shaw Tile : tES:t·0~J11fif{!DD' c.0NQ!Jqt1:o .. \ -" ",,. ~ '•~, --• ---,,. '<. ·-....:.' --' Surface Flammability of Carpets and Rugs (CPSC FF 1-70) also referenced as ASTM D2859 ' ' ' '~' 59506 Vivid Shadow Tile Multi-Level Loop Pile EcoWorx TEST NO: 040607-11 GENERAL PRINCIPLE This test method is intended to measure the response of finished textile floor covering materials when exposed to an ignition source under controlled laboratory conditions. It is applicable to all types of textile floor coverings whether constructed from natural or man-made materials. TEST CRITERION The uncharred area of the test specimen must be greater than one inch in at least seven of the eight specimens tested in order to meet the acceptance criterion. TEST RESULTS ---• I' ~r -,, , -' .. ·J-' 2i ; . i 4· -!." ~' .. I Uncharred Area (Inches) 3.5 3.5 3.5 3.5 3.5 3.5 3.6 3.6 NOTE: This Sample was tested on the face side. This sample PASSES the Federal Flammability Standard DOC FF 1-70. APPROVED &Y: '.llris fucilitj'is .i.ccrediedbythe N;ti,:n;u Vol\J:'JtJiryLlJb~, .lr,,:credititionPlogrur,.:rorthe !'pecifi.c mpe of.i.ccredful:ticmurder Ll!b Cede 100297. '.llris .i.ccredii,timdoe, not catrtiute ;m endm:e:m.att, cert:i:ficwcut, onpp:rov:tl l::rj NIST or~ ag,mc)TOfthe Urrlted Smtes Govemtllerl1:rorthe:i;m,ducttest.ed. '.llris rep cm. i; proui.ded:rorthe e:::cl:usi:J.Te use of the clielt to wrom. it. is il.Clliemd. JJ:.IDll}'"be used ii its ~to ~:i;m,dilCt. .i.ccepWLCe from. di.ey c~d 1Jl!roriti.es. nus rep:,rt. ~lies OlU'j"to 1hose silllll)ks tested i1'1disnotnecem,ril'j:indicm:re of;ipp~ ilirttic:tl of similirp:roducts. '.llris repOlt, orthe =e of P:rofi.,ssi.oml. TestingLl!bmory he. shill mt.be used urd& 'lllf ciro:anst.mce in;i.di:rertisingto the gen&:tlpmlii:. 714 Glenwood Ph.ce Daltol:l, GA 30721 Phone: 'iD:5-225-3283 Fa:c 70:S-225-6187 email: protest@opti.li11k .us p Professional Testing Laboratory, Inc. TEST REPORT DATE: 04/18/2007 TEST NUMBER: 106882 I -----. CLIENT · ; · ~:._ ------------- -, __ ' .'--,-, •.,;·• ·-j Shaw Tile ASTM E648-03 Standard Test Method for Critical Radiant Flux of Floor Covering Systems Using A Radiant Heat Energy Source, also referenced as NFPA 253 and FTM Standard 372 59506 Vivid Shadow Tile Multi-Level Loop Pile EcoWorx '-~--'-', --TEST NO: 040607-11 GENERAL PRINCIPLE This procedure is designed to measure the critical radiant flux at flame out of horizontally mounted floor covering systems exposed to a flaming ignition in a test chamber which provides a graded radiant heat energy environment. The imposed radiant flux simulates the thermal radiation levels likely to impinge on the floors of a building whose upper surfaces are heated by flames from a fully developed fire in an adjacent room or compartment. The test result is an average critical radiant flux (watts/square cm) which indicates the level of radiant heat energy required to sustain flame propagation in the flooring system once it has been ignited. A minimum of three test specimens are tested and the results are averaged. Theoretically, if a room fire does not impose a radiant flux that exceeds this critical level on a corridor floor covering system, flame spread will not occur. The NFPA Life Safety Code 101 specifies as Class 1 Critical Radiant Flux of .45 watts/sq cm or higher and Class 2 Critical Radiant Flux as .22 -.44 watts/so cm. : SlfBSTRAtt· Mineral-Fiber/Cement Board 1 JfN_DE~i:AY.MENTC_ Direct Glue Down , A:PH~srve · Sure Set 5000 : !Z9NP!T19NIN-~ . Minimum of 96 hours at 70 ± 5° F and 50 ± 5% . ____ ... __ , __ -· . · relative humidity This test report relates to the installation in accordance with the criteria set forth in the report. Any variation in the installation criteria may produce different results. Specimen 1 41 cm 45 minutes 0.45 watts/square cm Specimen 2 38 cm 32 minutes 0.51 watts/square cm Specimen 3 42cm 45 minutes 0.44 watts/square cm '.~ ·-. .c~V:~flf!~~ ~[!ft¢:(!! --· _f:l~Jf 0.47 Watts/Square Cm · --~--, __ ~ta_,_qa~ __ .,. __ 0.04 Watts/Square Cm * NOTE: Meets or exceeds Class 1 rating as specified in NFPA Life Safety Code 101 and IBC 804.2 Classification. APPROVtO BY: 'llris lici.lft:f is 'l.Cmdiedbythe N;tio;i.u Vo:b.ri!M:f Lliboru:,ry Acmilitmon P.rogrun.forthe specific scope of 'l.Cmclititiori ,.mier Llib Cede 100:l91. 'llris 'l.Cmdiwm does notcorritim.e menoomment,certm,:m.Ol'l.,or,:,pprovtl'l3.fIDSTor1J:IT-Jol@lll.C'.fOfthe United Stites Govemmentfortheproducttest.ed. Thisreport:ie:providedforthe =Iusv.re use of the clien to ,;,.ful!L it :is ~md. ItllllJ.)"be used i:l. its !!l:'d:iretyto gm,.product. meptmce :fium. dufy' corutituted u:hmties. This J:1¥1I!. ilj;plies onlyto 'those s.imples tested roisnotnecemrily:indi.cmre of,:ippOOY.ll11/ iientictl of s:imfuri;o:roucts. 'llris repoot, orthe noone of Profusiorcl TerongLlibomcuy he. shill1-.:itbe usoo. urder ll1lf ciD.'1llrl5t11rLCe in ll.dxrertisingto the genenl. ptllli.c. 714 Glenwo:idPlace Dal!o:ti, GA 30721 Phone: 'iDS-225-3283 Fax: 705-'D!,-6W ema:il: prote:;t@optil.ink.us p Professional Testing Laboratory, Inc. TEST REPORT Date: .11/8/2006 TEST NUMBER: 104033 1· ;'. -·-. :. . ,. .. ... • €l1ENJ .. · . . "·--'· .. ·' ._ ., ........ ·--...... ·,.,. __ I Shaw Hospitality -, -' , __ -,-, ·, ,'' ,,::, ,_' ~' -:; ASTM E648-03 Standard Test Method for Critical Radiant Flux of Floor Covering Systems Using A Radiant Heat Energy Source, also referenced as NFPA 253 and FTM Standard 372 : '.iE)ENTIF.i~At.i€it¥ -.. :~ · · ·· ·. · ·· -· · · 5B050 Camden Hall 30 1, .. ,_ -~-_ _," ,., ~· "'-_ .. ,..._;; __ \., •• ,,·, --------~ ·- GENERAL PRINCIPLE This procedure is designed to measure the critical radiant flux at flame out of horizontally mounted floor covering systems exposed to a flaming ignition in a test chamber which provides a graded radiant heat energy environment. The imposed radiant flux simulates the thermal radiation levels likely to impinge on the floors of a building whose upper surfaces are heated by flames from a fully developed fire in an adjacent room or compartment. The test result is an average critical radiant flux (watts/square cm) which indicates the level of radiant heat energy required to sustain flame propagation in the flooring system once it has been ignited. A minimum of three test specimens are tested and the results are averaged. Theoretically, if a room fire does not impose a radiant flux that exceeds this critical level on a corridor floor covering system, flame spread will not occur. The NFPA Life Safety Code 101 specifies as Class 1 Critical Radiant Flux of .45 watts/sq cm or higher and Class 2 Critical Radiant Flux as .22 -.44 watts/sq cm. •. ~OJfst~A.f:i:•. Mineral-Fiber/Cement Board : i:!9b.ElLA:YM~N't Direct Glue Down : ADHE$ivf: Subset 1000 : CONDifi©NING-Minimum of 96 hours at 70 ± 5° F and 50 ± 5% .. _ . '.: ·. , .... ..... · · relative humidity This test report relates to the installation in accordance with the criteria set forth in the report. Any variation in the installation criteria may produce different results. Specimen 1 43 cm 107 minutes 0.42 watts/square cm Specimen 2 39 cm 81 minutes 0.49 watts/square cm Specimen 3 39 cm 73 minutes 0.49 watts/square cm * NOTE: Meets or exceeds Class 1 rating as specified in NFPA Life Safety Code 101. APPROVED BY: Th.is :fu.c:ilicyris ;i,ccredied bythe N:timtl Volttlt:ny L<'Jboruory Acmditmon Progi=. fur the sp.cific ,cope of ;i,cmcl.itmon unier L<'Jb Code 100297. Th.is ;i,cmcliwm doe; :not COlb"t.iu!.o. m eri.dm:em.ent, mtificwon. or :ipproirtl 'b'J NIST or '!Jl?)T ;igency of the llhi!P.d Smtes G,,.wemm.erotfurthe product tested. Th.is report :i; prouided:furthe ~lusive use ofw. cllirt. to 'M'OID. it. :is <l.d:lremd.11:.IM:fbe used :hits erit:irel:')Tto g;:ritl.produd'. ~mptmce from. duly cOllStl!lll:>!d llll:h:iriti,,,;. Th.is rep:,rt lJ!!?li,,,;: orilyto 1hose s~le,; tested ind is :notnecemrify' indic~e of ;:,pp11rui!lf iiemictl of similir proiucts. Th.is repc«t.. or the =e of Professiontl Testil'tg L<'Jb~ he. shill mt be usei 1IDier ia:v ciro.Jm,;t;mce ill. ~.rtisingto the gen.eru ptlllic. 714 Gle11woodPlace Dallon, GA 30121 Phcme: 'iD:"5-22."5-3283 Fax: 705-2aS-6?37 einail.: p:t'Otest@optil:irik;u.s p Professional Testing Laboratory, Inc. TEST REPORT Date: 8/28/2006 TEST NUMBER: 102624 ·'-· --: ._> J Shaw Hospitality ASTM E662-03 Smoke Density (Flaming) Standard Test Method for Specific Optical Density of Smoke Generated by Solid Materials also referenced as NFPA 258 -. ·----~ -~ -- •,' 1 • '·.: '.J~€K,tij~: :. ·• ·i-_ :· :~ .. J. _: Woven Synthetic GENERAL PRINCIPLE This procedure is designed to measure the specific optical density of smoke generated by the test specimen within a closed chamber. Each specimen is exposed to an electrically heated radiant-energy source positioned to provide a constant irradiance level of 2.5 watts/square cm on the specimen surface. Measurements are recorded through a photometric system employing a vertical beam of light and a photo detector positioned to detect the attenuation of light transmittance caused by smoke accumulation within the chamber. The light transmittance measurements are used to calculate specific optical density, a quantitative value which can be factored to estimate the smoke potential of materials. Two burning conditions can be simulated by the test apparatus. The radiant heating in the absence of ignition is referred to as the Non-Flaming Mode. A flaming combustion in the presence of supporting radiation constitutes the Flaming Mode . . P_RJD~·YIN~"~F.·t~S·T}~~f,LE· , _ 24 Hours at 140° F __ CONDITIONING-.OFTESF.S~Ml'lE. ____ 24 Hours at 70° F and 50% Relative Humidity -FiJ1fN'A€E'VOlTAGE ---116 v · fRRA:DiANCE CHAMjERr'~M'PEkA:TUR~ 95° F ' ~H,!i.M:B~fPR~~.SUR~ 2.5 watts/sq cm 3" H20 , JEST, MODE. . . .. . ... _ __ Flamino Maximum Density (Dm) 122.0 98.0 127.0 Time to Dm (minutes) 7.0 8.5 6.0 Clear Beam (De) 12.0 10.0 13.0 Corr. Max Density (Dmc) 110.0 88.0 114.0 Density at 1.5 minutes 8.0 4.0 9.0 Density at 4.0 minutes 105.0 60.0 109.0 Time to 90% Dm (minutes) 3.0 6.0 2.0 Specimen Weight (grarris} 12.1 11.9 11.7 APPROVEO SY: '!his fu.cility is ~mdied bythe N::t.icml VoJwr.;iry L;:,,bo:CTIIDI1 Accr.d:il:IJlia:rr. Progµ,m. fur the specific scope c\f ;i.cmdil:mon urder L.i.b Cede 100:197. 'llus ;:,,ccredhtbn does :not cOll>IDJt!l .m eoom;ematt., certifuwan, ar ;ipprovitl 'tr;,' NlST ar mJ :ig,mcy of the United S!J,us Govemm.eritforthe product tested. '!his report :i; promdedforthe e:oclusive use c\fthe cliert to 'MmD. it is afilremd. ltJMybe used it m entiru:'jto g;:,,:inprodud. ;:,,ccept;mce froJD. dufy' ccmsti!uted lllth:iriti.es. '!his rep:,rt 'l);plie:.< onfyto those SIJlDPleS tested ruis:not.:necemr:ily:irulicwre of;ipp=itlf oo\ticitl of similm:pro:lura. This repott.. arthe mm.e c\f Professio:nitl Test:ingL;:,,b,mtory he. sh;:,,U:mtbe used urder 'll?J ciroJmst;mce in :i.chrertismgto the gew,..nl pu:,lic. 714 Gle:m'll.."CdPlace Dal!o11, GA 30721 Hi.one: 'illS-225-3283 Fax: 705-Zl:5-6137 email: protest@optilink.us p Professional Testing Laboratory, Inc. TEST REPORT Date: 8/28/2006 TEST NUMBER: 102624 J Shaw Hospitality I ·· I AA TCC 134-01 Electrostatic Propensity of Carpets I .· ·_ ... · ~~ ~ -_· -~ .. ' -c .. _ -. --~ -., ;, : ~-·. ,-'': : :.: .•. i15ESgRiPT:iON:Of.T.ES.'r' sAMPtE:·· · --:;-·: --~--:_--,-;,.·· :·c: : -~:: ·-:: ~ .:· . --. :·--~-;' > iE>E~Tlfl(!ATl©N: : · · --__ :~. ; :_·. : .. _' T_.. 5B050 Camden Hall 30 Woven S nthetic TEST NO: 081506-25B GENERAL PRINCIPLE This method is designed to assess the static propensity of flooring material by controlled laboratory simulation of conditions which are known from experience to be strongly contributory to excessive accumulation of static charges. A flooring material preconditioned to equilibrium at controlled atmospheric conditions is walked on by a test subject in a specified manner with specified shoe soles. The static charges which build up on the tester are monitored continuously by a recorder. A neolite shoe sole has been chosen as the primary reference material because its static performance is much like that of many common leathers. It is a commonly used shoe sole material and can be easily cleaned, while its chemical and physical properties are quite uniform. A chrome tanned leather shoe sole has been chosen for a secondary reference material because it is representative of a certain class of leathers whose performance differs significantly from that of neolite soles on certain carpet fiber. Statistically, chrome tanned leather comprises a very small percentage of the shoe sole market, but must be considered in critical applications. Tl;:ST:-'GO!IIDlJIQ(';I_S . · .. · The sample is conditioned to equilibrium and tested at 70 ± 2° F and 20 ± 2% relative :,, · .. _ "·----· __ : .... :.'. humidity ,S'PLMRt.E e.REMRA:T!ON, Tested As Received ~-SJJ.QSTR_A~.:. ~~--_,: : _ _',.. 40 Ounce Rubberized Jute/ Hair Pad TEST I: Step Test/Neolite Sole -1.5 KV -1.6 KV -1.6 KV TEST II: Scuff Test/Neolite Sole -3.3 KV -3.0 KV -3.2 KV TEST Ill: Step Test/Leather Sole -0.5 KV -0.7 KV -0.6 KV TEST IV: Scuff Test/Leather Sole +0.2 KV +0.1 KV +0.2 KV NEG 3.2 KV "The results of this test relate to the sample of flooring material tested. Its static performance may be altered in service as a result of wear, soiling, cleaning, temperature, relative humidity, etc ... " APPROVED 8Y: This :fu.cilirjis l!Ccrediedbythe Nlt.i.a'cl Vo:t,x,myLw~T Accred:itmonP.rogrun.:JNthe ,;pedfic scope ofl!Ccredit:l!ionurder Lllb Cede 100291. 'lllis l!Cmcfutimdoe; not com±ute m e:noom:m.ent, cert:ifi.cwo:n, or ~tl 'ti] NIST or 'lirCj' ;igeru:y of the Ut\fud SW.es Govem:m.e:nt:!Nthe J;Q:O duct. tested. '.!his :repart. i; promded:!Nthe e:xl:usiJJ'e use of the cllirt. m ,1t.:an, it is w:lremd. ll.lM}"be used il. its entiret7to glllll.J;Q:Oduct l!CCept.mce :li:o:m. &l1'J carutilllted ruth:,rilies. '.!his repm. :ii;:pli<s Ol'llyto '!hose s::,mples tested lt'ldis:not:nmmrit:findi.cllt.ire of;ipp~T ilird:ictl of simil;irp:rcducts. '.!his ~Oit., orthe m:m.e of Profussio:ntl Testi:ngLwOiltcG:y he. shill rot be used 1.mi& ~ c:iro:nnrtmce :in lld\rert.isingm the ge:nen1 pm lie. 714 Glenwood Place Dalton, GA 30721 Phone: 705-226-3283 Fax: 705-226-6?37 e:ma:il: i=test@optilmk.us p Professional Testing Laboratory, Inc. DATE: 07/06/2004 GENERAL PRINCIPLE TEST REPORT TEST NUMBER: 090069 Hospitality Designs/Div. Of Shaw Industries ASTM E648-03 Standard Test Method for Critical Radiant Flux of Floor Covering Systems Using A Radiant Heat Energy Source, also referenced as NFPA 253 and FTM Standard 372 :: ... , , -•:._ ,:,.;,.:--;,,.-:.__;.,-.... :;,,.,.-,"'--,:::...-.. ~::,~::"fA • ,. .. ;. ..,.l,-;_.:;. :::.).t,:-~.:..;-~ ;:;_ ','\., ,., 1 ':'· :QJ:~~~lij1£>Ni9fr!;_~fl~~!!K-~J: ::; · 58008 Beach Blanket E83839-8 Cut & Loop Pile Woven Synthetic TEST NO: 062104-2 This procedure is designed to measure the critical radiant flux at flame out of horizontally mounted floor covering systems exposed to o flaming ignition in a test chamber which provides a graded radiant heat energy environment. The imposed radiant flux simulates the thermal radiation levels likely to impinge on the floors of a building whose upper surfaces are heated by flames from a fully developed fire in on adjacent room or compartment. The test result is an average critical radiant flux (watts/square cm) which indicates the level of radiant heat energy required to sustain flame propagation in the flooring system once it has been ignited. A minimum of three test specimens are tested and the results are averaged. Theoretically, if a room fire does not impose a radiant flux that exceeds this critical level on a corridor floor covering system, flame spread will not occur. The NFPA Life Safety Code 101 specifies as Class 1 Critical Radiant flux of .45 watts/sq cm or higher and Closs 2 Critical Radiant Flux as .22 -.44 watts/s cm. ~~-,~-· :· ~.L ~::::~:M_;; :.,~ _-_ · ... ,, -~-..:. .. &of>" ..... ,,.~.?J~;,~1~~---~·,~s;,;;:;·e:;.:W1=· ll'=!:t=i~~=~·-=··'=:;:s..:.:·:.=_:."-;·=:~·=:-~:--~~-=-~-.""'. :=::,_":=:·=·-·-=----~--c...=a; ~sliali' Mineral-fiber/Cement Board ·------· · 1\/ Direct Glue Down \ -~l;):ttf_ . ', Subset 1000 i; · Minimum of 96 hours at 70 ± 5° f and 50 ± 5% -· · relative humidit This 1esl report reloles to tl1e installation in occordonce with ille criteria sel forth. in the reparr. Any variation ln ·tne ins!allction ,criteria may produce different re•ults -.. ' '' Wstanc:e.·irlirrfetl~--; t,~,,........,,..,_,_....,,.,, ___ , ; :~:~finii".@Rf-2:.:: .. t --,:~:~L ':¢i'!!et.~~ai~t:.FJ~~~~-v 1: Specimen 1 41 cm 25 minutes 0.47 watts/square cm Specimen2 40cm 42 minutes 0.48 watts/square cm (r"\orimo.n ":t '=!Ar-m ?A min, ,t,::,c () I,() wnttc/crn ,nr,::, r.m p Professional Testing Laboratory, Inc. DATE: 07/06/2004 GENERAL PRINCIPLE TEST REPORT TEST NUMBER: 090069 Hospitality Designs/Div. Of Show Industries ASTM E662-03 Smoke Density (Flaming) Standard Test Method for Specific Optical Density of Smoke Generated by Solid Materials also referenced as NFPA 258 •'.,1 ·,L7: ·-.-.;..;.t".,...._.:, :....,.:,; .10.i,,,_.1·.,:...,..,.::. ... ,',,J,.,~ . . . . :;P.~t~!!!?~~~;:~tJ~I;~, 5B008 Beach Blanket E83839-8 Cut & Loop Pile Woven Synthetic TEST NO: 062104-2 ;,.:;. r -,,~ -c-.,. ~,, ''",, ~~~:~~/":/·:., --· --·, ... l, ... _.. t. ';--·-~, '·' _._,. '. ~ ,, ~ ' -~ ' '' .. , .. -:'.:.-<•J,. ·~-~ This procedure is designed to measure the specific optical density of smoke generated by the test specimen within a closed chamber. Each specimen is exposed to on electrically heated radiant-energy source positioned to provide a constant irrodionce level of 2.5 watts/square cm on the specimen surface. Measurements are recorded through a photometric system employing a vertical beam of light and a photo detector positioned to detect the attenuation of light transmittance caused by smoke accumulation within the chamber. The light transmittance measurements are used to calculate specific optical density, a quantitative value which can be factored to estimate the smoke potential of materials. Two burning conditions con be simulated by the test apparatus. The radiant heating in the absence of ignition is referred to as the Non-Flaming Mode. A flaming combustion in the resence of su ortin radiation constitutes the Flamin Mode. · ::~: -,_~·-:~~:·:_::;.:. :.;·-:::; ~: }~OO:NOJHGNS~~=-L:.::.:_:,~.;::. ::: .. :,·~ . .' .:.-,,,: ··-· ..... ·'°' 24 Hours ot l 40Q f 24 ,Ho:urs-ot 709 F ~d 50% R@tive Hwm.;;.rd~i'+t ·-~....,.,,,~~----------1 119 V ")X, ~-;::~·/J:.,i. 2.5 watts/sq cm _:g: :~§~!JRE',/· 3" H20 ,_' ,:.:.. ~ ' 161 103 Maximum Density (Om) 178.0 Time to Om (minutes) 5.0 ...... ,.. ' ' " 1'>1'\ I I , Professional Testing Laboratory, Inc. DATE: 07/06/2004 GENERAL PRINCIPLE TEST REPORT . : . . _:1:s~RIP.U:ef{:e;f;USTiS~MJ~~l: :::·;, ~-' .. 5B008 Beach Blanket Pile Woven S nthetic TEST NO: 062104-2 TEST NUMBER: 090069 This method is designed to assess the static propensity of flooring material by controlled laboratory simulation of conditions which are known from experience to be strongly contributory to excessive accumulation of static charges. A flooring material preconditioned to equilibrium at controlled atmospheric conditions is walked on by a test subject in a specified manner with specified shoe soles. The static charges which build up on the tester are monitored continuously by a recorder. A neolite shoe sole has been chosen as the primary reference material because its static performance is much like that of many common leathers. It is a commonly used shoe sole material and can be easily cleaned, while its chemical and physical properties are quite uniform. A chrome tanned leather shoe sole has been chosen for a secondary reference material because it is representative of a certain class of leathers whose performance differs significantly from that of neolite soles on certain carpet fiber. Statistically, chrome tanned leather comprises a very small percentage of the shoe sole market, but must be considered in critical a lications. ,., "'"'-:. ----,.-,,-,,-... ---£, .,., ~ .:::~::: .:oAtr.::2;,:1..:.: : . ..: . ..: .. MZERAGE:'.~.;c..~. 1.;;.:,. .. __ s.:.....::~:,D:l!I'i,:l:· ;,..,~ TEST I: Step Test/Neolite Sole -0.6 KV -0.7 KV -0.7 KV TEST II: Scuff Test/Neolite Sole -1.4 KV -1.5 KV -1.5 KV Professional Testing Laboratory, Inc. DATE: 07/06/2004 GENERAL PRINCIPLE TEST REPORT TEST NUMBER: 090069 Hospitality Designs/Div. Of Shaw Industries ASTM E662-03 Smoke Density (Non-Flaming) Standard Test Method for Specific Optical Density of Smoke Generated by Solid Materials also referenced as NFPA 258 .: ,,<~'.~::' -•:.,~-,-'js~~imj1l~i)e}r,~-~tf:j=~-:;~~ __ ;_L.':/:';~-~:~r-'.: , · " · , · · 5B008 Beach Blanket E83839-8 Cut & Loop Pile ·· Woven Synthetic TEST NO: 062104-2 This procedure is designed to measure the specific optical density of smoke generated by the test specimen within a closed chamber. Each specimen is exposed to an electrically heated radiant-energy source positioned to provide a constant irradiance level of 2.5 watts/square cm on the specimen surface. Measurements are recorded through a photometric system employing a vertical beam of light and a photo detector positioned to detect the attenuation of light transmittance caused by smoke accumulation within the chamber. The light transmittance measurements are used to calculate specific optical density, a quantitative value which can be factored to estimate the smoke potential of materials. Two burning conditions con be simulated by the test apparatus. The radiant heating in the absence of ignition is referred to as the Non-Flaming Mode. A flaming combustion in the resence of su ortin radiation constitutes the Flamin Mode. :-< ·-~,: . _ 1~.:~--~.:,:: .:.· . :~·. ~:-:.n:ONoiT(ONS;~:_:;:-_;~~;:::_:.: ···::~>:::::~:-.,.:L_ : .. ,: ,. :. , .......... :.. , ".: .•. ~~-. ?;·"·,-.;-\"~'.-~-24 Hours at 140° F ~f!Ce;:.'i,~~;-;: . 24 Hours ot 70° F and 50% Relative Humidit 119 V · 'I · ~..,,_..,____,,.,~--,,-.,,..,..-2_-5_w_a_tl_s/-sq_c_m----1 Maximum Density (Om) Time to Om (minutes) 95° F ~~i( 3" H20 Non"Flamin · ",··'.~· · 93 99 122.0 127.0 5.5 6.0 Professional Testing Laboratory, Inc. TEST REPORT DATE: 07/06/2004 TEST NUMBER: 090069 tNf ··· .. ~·:~ ·~.·-·. ··.:~:-·· · , __ ·_· __ ·: Hospitality Designs/Div. Of Shaw Industries ii.~!&;~t{:~I)IJt~~f~ffi,~: .::_... .. · .' ;' Surface Flammability of Carpets and Rugs (CPSC FF 1-70) also , .. ~·-· ..... _. .... , ... _ . referenced as ASTM D2859 .... · --~ ··'.'. 5B008 Beach Blanket . · · :~·, E83839-8 ~--., _, .. .. :. · Cut & Loop Pile . ' . . . . . ""-·' --· .. " . ~'-' . ; : i, TEST NO: 062104-2 GENERAL PRINCIPLE This test method is intended to measure the response of finished textile floor covering materials when exposed to an ignition source under controlled laboratory conditions. It is applicable to all types of textile floor coverings whether constructed from natural or man-made materials. TEST CRITERION The uncharred area of the test specimen must be greater than one inch in at least seven of the eight specimens tested in order to meet the acceptance criterion. TEST RESULTS C • • • ' -· ' >,~,; , ... : _·', : .... Uncharred Area (Inches) 3.6 3.6 3.5 3.6 3.5 3.6 3.6 3.6 TO WHOM IT MAY CONCERN: Sponge-Cushion, Inc. hereby certifies that the carpet cushion product listed below has been tested in accordance with ASTM-E84-97 (Steiner Tunnel Test), and has achieved the following test results. These test results represent cushion only and do not necessarily reflect the performance of the product under actual fire conditions when installed as an assembly with carpet. SPONGE RUBBER CARPET CUSHION PRODUCT TRED-MOR 2568QL -ASTM-E84-97 Tunnel Test: 75 or Less Flame Spread Rate CLASS "B" Smoke Developed: 450 or Less This product was tested by Commercial Testing Company, 1215 S. Hamilton Street PO Box 985, Dalton, Georgia 30722-0985; Report #111104; Test #2813-5081; Dated 6/20/97. Sincerely, Jake Gregory Director, Technical Services TO WHOM IT MAY CONCERN: Sponge-Cushion, Inc. certifies that BADGER, 50 OZ. carpet cushion has been tested and passes DOC-FF-1-70 (Pill Test). These test results represent cushion only and do not necessarily reflect the performance of the product under actual fire conditions when installed as an assembly with carpet. Sincerely, Jake Gregory Director, Technical Services Testing Laboratory Inc. DATE 10/'18/99 PACE 1 of 2 I CLIENT I OPTIONS TAI PING CARPETS !NC. TEST METHOD CONDUCTED ASTM E648-97 Critical Radiant Flux Of Floor covering svstems Using A Radiant Heat Energy source, also referenced as NFPA 253 and FTM standard 372 : DESCRIPTION OF TEST SAMPLE IDENTIFICATION 1 @ 7 Row .250 P.H. 25.60 oz. COLOR Multi-Color ROLL ,., ......... CONSTRUCTION. ., custom Axminster cut Pile FIBER 100% rype 6.6. Nylon BACKING Woven REFERENCE TEST RESULTS AVERAGE· CRITICA~ .RADIANT FLUX .53 watts/square cm GENERAL PRINCIPLE Tl1is procedure is designed to measure tl1e critical radiant flux at flame out, of horizontally mounted floor covering systems exposed to a flaming ignition in a test cf1amber which provides a graded radiant heat energy environment. Tl1e imposed radiant flux simulates tl1e thermal radiation levels likely to impinge on tl1e floors of a building wI1ose upper surfaces are 11eated by flames of compartment. The test result rs an average critical radiant flux <watts/square cm> wt1ich indicates the level of radiant l1eat energy required to sustaln flame propagation in the flooring system. Theoretically, if a room fire does not Impose a radiant flux that exceeds this c1·itical level on a corridor floor covering svstem, flame spread will not occur. Hui,. t.i:c,Ji~· 1; .i< r.n,J'lf,-,iJ !J\ lhl.! N..stm1,,d \•olunMry l .. thor..1(or. ,\i...r;r~d1Ldiw, i'm~r ... un for the-'-pt!tlht .. , t.•p!.~ 01 Ji.'<'N<.t:l.JtYUt t:udw L.Jb t ()(h" l 00.!~i" thi\. { ( ..... .., '\ ,1t:1.rN..ldJ.th,n Jut'., n~1l I n-il::>tdMtl• ..-sn t•thiu~1..-ment. n,•r1iflc.th1l1,. ,Jr ~tp;itoi,,;l h\.> \.l~f 61 .11w .,g_t·rt< \ •ll tiu" l..Ht?l.'d '5\,Ut~ c:o\.~·mmc111 I:-! th,: nmtit:, t k"'>ttltl, ! -~--[1~ /) . \ r 1"" ) ltu, '•"flO<'! i, rm,v,tft•tl !or the e,dusi-.• us,• "i ,i,i, dw11t tu 1\hw1, it is Jcl,l<t•s;,,J. 11 m;;-he• u"'~ 1n 11, 1•n1t,•1y 1<1 pin wmlutl ,1':•P'•""" 1mm ,Inly I lr<J \Vi .1/.f±:1i::_: J j (.Of1%tut.:4 (!Uthnotw.s-. fh1a !Ppwrt .1pp!1e.'1 HUI\ ru 1ho.,e "S:.\mflt:"1-u .. i.sr~ ,knd t'\ nor ne,ft~!i!!ilnf\t intlir~M'f of .ipp..Ul>jitJr ui\.,.n:tt,11 ()J .... nr,11.Jr ptJ.,Xi,nl" ih\ I ..J 1 '_..,, J topt.111. 1,r !lits~ n,w,1J ui Pm!t,•1i,i~1miJ fe\llnR t dbor,tfmv !m·, -,h,11l ,m1 ht.-u~d ur..dN· Jm· dll-onh1;1no.• ir. .. uiwrt~mg 1t.l Uw ~~rrn•r,\! 111Jit~r-'~ ..J , 1 714 Glenwood Place Dalton, GA 307'21 Fax: 70&-226-6787 . ----------.. ---·--·--------------------------------------··--- Testing Laboratory Inc. DATE 10/18/99 PACE 2 of 2 I CLIENT I OPTIONS TAI PlNG CARPETS !NC. TEST METHOD CONDUCTED ASTM E648·97 Critical Radiant Flux of Floor covering systems Using A Radiant Heat Energy source, also referenced as NFPA 253 and FTM standard 372 DESCRIPTION OF TEST SAMPLE IDENTIFICATION 1 @ 7 ROW .250 P.H. 25.60 OZ. COi.OR MUiti-Coior ROLL -·- CONSTRUCTION custom Axmrnster cut Pile. FlBER 100% Type 6.6. Nylon BACKING Woven REFERENCE-... FLOORINC SYSTEM ASSEMBLY SUBSTRATE Mineral-Fiber/cement Board UNDERLAYMENT Direct Glue Down ADHESIVE ParalJond 200s CONDITIONING Each test sample was conditioned a minimL!m of 96 hours at 70 ± s~ F and so+ 5% relative humidity. TEST RESULTS TEST DA.TA DISTANCE BURNED TIME TO FLAME OUT CRITICAL RADIANT FLUX SPECIMEN 1 37cm 22 minutes .54 wattsisq cm SPECIMEN 2 40cm 37 minutes .49 watts/sq cm SPECJMEN 3 35 cm 17 rnins.1tes .57 watts/sq cm AVERAGE CRITlCAL RADIANT FJ.UX 53 watts/square cm STANDARD DEVIATION ,04 watts/square cm COEFFICIENT" OF VARIATION Thi\.. ?,tc.tM\ 1-. J:nrt-d1li."tl bv tite· NJ:t.ilJnJ.I \iolunf.:itY l,!bl1r'lt6ry Au. .. n:d11,ttim~ P°1'1.1~:1.m1 ltJf rh~ ,p&-1hc -.ctJJh• Qf JcuP'011.:itIDO undt•f t.tb Codt.• 11}i),i11; n,,,. (1 ,-" . ,:U'.f"Jl:dd,ihtm dJ.i.~ n(1I E.ll11-.111utn .m.~>tJdOl'S{l-fnt~nt. <cruttr,1.IID.ll .. or ,1pprmJi il\ ~hi ·~ .,m;. Jg~nn !Jl lhc-Unt\t,.'<L{ ~:.n1~:. Gr)"l,!:.'fJIOlen{ H'lt {he 1u1x!u.1.t h•-.H>;l f r:\r:r..v J.i I .:~i I ... ' : ' Hu'-report J; pwvi:dt'ii f..).r dw· ,•'(dllt,;VL" us," 1JI lh(t cfa,-nt ,u whom 1t 1~ ,1tld1(1,.,'->tf. jt may lw ui.11d 1n ns;, t'l~tm .. n to g.;in f;fldlu:1 :1l tt•pl.mn,. 1mm d:11~ f L,J\~J \_/ \, \...JL!:::.)~·.,... ~) ; loO\htuttd ,11,th1t!UR·'1. 10!5 rtirmrt -!pp1f1,,);;: onl}' 10 lhO.'ti.~ :,;Jrttpfr-, tbl~J ,J(ld I;' li<JI n(•(t...,&,..1fl1y ;Utfi(;ih\P OI ~)f)f1<1fN'11f\• ,rfi:in!i,al t}( <,,;ml,,r fllOU':Ulo.. f;u~' if · 1,·purt. \Jt !ht• !l:~\nw t1f P--nfr~.;.:u(¼l !~-;~mg: t\tbOr.:ttt.11)·-inc. ,,Jiali n11the u~ ,1n<fi•r ,.:ny1Jrttirm1,tril"{' 1n .1d'ilM!i\:o1r.r.; tn d\f.) !¥!lWr.ti puiltrf · -~ 4 .· 714 Glenwood Place Dalton. GA 3072i Fax: 706-226-6787 ------------------------------ Testing Laboratory Inc. DATE PAGE 10/20/99 1 of 2 I CLIENT I OPTIONS TAI PING CARPETS tNC. TEST METHOD CONDUCTED ASTM E648•97 Critical Radiant F!UX of Floor covering systems Using A Radiant Heat Energy source, also referenced as NFPA 253 and FTM standard 372 DESCRIPTION OF TEST SAMPLE IOENTIFICAT!ON 1 @ 8 Row .250 P.H. 29.26 OZ. COLOR Multi-Color ROLL ..... CONSTRUCTION cut Pile FIBER 100% Type 6.6. Nylon BACKING woven REJ=E:RENCE TEST RESULTS AVERA_GE CRITICAL RADIANT FLUX. .56 Watts/Square cm GENERAL PRINCIPLE Tl1is procedure is designed to measure tlie critical radiant flux at flame out, of I1orizo11ta!ly mounted floor covering systems exposed to a flaming Ignition in a test cllamber which provides a graded radiant heat energy environment. The imposed radiant flux simulates t11e thermal radiation levels lil<elV to impinge on tl1e floors of a building wl1ose upper surfaces are 11eated by flames of compartment. Tl1e test result is an average critical radiant flux (watts/square cm} w11lcl1 indicates the IeveI of radiant 11eat energy required to sustain flame propagation in the flooring system. TheoreticaHv1 if a room fire does not fmpose a _radiant flux that exceeds tt1ls critical level on a corridor floor covering system, flame spread will not occur. ih1, t.1c1IU\· r\ Jccn1ditt.'11 L,· th"• "'-t.i.tmn.21 \bhmtJr} li.thor<1torv ~\,,n.-.:f1htttol) f'rngra111 frJf tht' -.pi.-rdif.: ill'Jp),• ul Jtc..rn·ti1t,H,t1n undt•1 t.ib L,~d1• 1m1.!•1;. lhi'l: ' ('"~ ... -• :r~rt.'(fll:./.1ion l.13:ll:!'~ 0(At C~ll'J,ch{Ult.' .tn 1,.'11~hJ(Sti"'\t.)flt «,~+ttU~l,AhOn, nt ,;\p~.1n1":d by ~tsr o, ,-1~1} ,J~t•m} ;)ltlu,K ~nm•tl St~ll~f, c~m~OltWrtl lb!' llm pmdurt (~_ .. 11~d I r:-r"'· ';-;l /;\ , f, I l ,lu!> rn1Kut rs pt0!11rlrd 1rw :he t•xt{11'JV"! U'>C of 1h1~ <:"iu•ot to \\hon! u ,., .lJr.m.!iWtt. lt nMv h1! u-.c:cl m 1tt:11•nhfC!ly 10 g,un 1,m~h,(t ,1crP1,1u1tr(~ irnru (!ui: LJ\ i \ V tJL::!:.) .!:...,~ / Hm.r;.t.imtOO .~11:thorJh~ ltu~ ri. .. 1JC.'l'. slf)t~fi1..l'!' f)Of}' h) tf'.o,t.) ,;.unpfo:; i~1ed IJttd i{ i¼t rtL~·e,;~ir.Jlv i11tJieiuiv~, 1)1 Jl)J),if<::.t)TI\' ~iertlfl\d <,r snwf,1r pr<xH~t ts l fu1,. 1 "" ,J. 7 l ' ,,~pnrts m 1hr,. rnmr•,,r ttrvrc..l:;s1on11i Tt1Sftn.g l.ttbQr..1t.,)f\'. h1( •• ~I\JU t1ol-bt?-u~t.-d uodel' !l.tly ,;m.urn5UiO<'C 1n lll,c•d6ing, 10 •ht:· f,'\'>tl(AmJ puh1ic. ·,...______,_,.,..._,.,.. ,_..........,.__;:H,_..., 7"14 Glenwood Place Oalkm. GA 30721 Fax: 706-226-6737 ·-~--------------------------------···--·--· Testing Laboratory tnc. I CLIENT DATE 10/20/99 PAGE 2 of 2 OPTIONS TAI PING CARPETS INC. TEST METHOD CONDUCTED ASTM E648-97 critical Radiant Fiux of Floor covering systems Using A Radiant Heat Energy source, also referenced as NFPA 253 and FTM standard 372 DESCRIPTION OF TEST SAMPLE IDENTIFICATION 1 @ 8 ROW .250 P.H. 29.26 OZ. COtOR Multi-Color ROLL --~ CONSTRUCTIO.N cut Pile FIBER 100% rype 6.6. Nylon BACKING woven REFERENCE FLOORING SYSTEM ASSEMBLY SUBSTRATE Mineral-Fiber/cemem. Board UNDERLAYMENT Direct Glue Down ADHESIVE Parabond 2005 CONDlTIONINC Each test se1mple was conditioned a minimum of 96 hours at 70 ± 5" F and 50± 5% relative !1L1mictitv. TEST RESULTS TEST DATA DISTANCE BURNED TIME TO FLAME OUT CRITICAL RADIANT tLUX SPECIMEN 'l 37cm 26 minutes. .53 watts/sq cm SPECIMEN 2 3~cm 30 minutes .. 51 watts/sq cm SPECIMEN 3 30Clil 34 minutes .65 watts/sq cm AVERAGE CRITICAL RADIANT FLUX .56 watts/square cm STANDARD DEVIATION .64 watt.s-'<quJre cm - COl:FFICIEI\IT OF VARIATION 12% APPROVEO BY: ~ ~ . I /-·m---·--··-__ 1h,~ fa_c1IJ1} '--s ,\Ct'!t'<li1,•d by tht N.,tion.11 Volum..1n· W?on1to,v ·\r~ n.-dili\11t1n Prugr.un 1wr tnE" 11pc~fic. ~·e ,)i dt.trt't~it,Uluo umh-~ ub Cm~~ I t~o2ci;. [ht~ :fr . ., :1 __ , -~.,,," ) ..tc.Vef,it:~tJoo JtJC& no! ton~Hthtc ..:;nen<lori;,P-ownt. r1.~tiuc>11ion, .Qt Jp;uovui bv Nl:;,-T ur M.t.\ ._1t:,.t.+11L. \ ot lht• l!1ut1:d S111w:i Crrt-f.'llmwnl !f,t llw prc.tfo~ l t~~lL'<l [ 1 "·~l";J/' i , -~\ · l I l ; fh1<;, rL•prnt t\ (1ftl\ldl>rl <o, thl" \,'?Ct;fU'i:1\"\."" u~c~ 01 the dwnt [O whor-1 it f5 ,1dtftt·~'¼~d. u may ru.~ U\li!ii in tti L't:(itt.71\' hl ,WJIU prrn.i>Jd ,tt'(r.·;,t,uh.l' imm Jt..i\-u\ \._ l.:JL!:::,,) -J .. i ' m1i-.hh.it~>d ,li:!fll(1tiae~ H1ie; nipott ,1p:pl(eS nntv 10 1h~1,1~ ~•-ff',lJifr.-~ ti:,,;wd ,1mi 1'-nnt fit'C.r•s.-;ardy J1,ctlc..1twe 1}1 JppJ.l"C'ntly ithmhl ,ll "-'' -,1tn'il~1r p((;{ft,rh. tlM -y 1 ft-pvrl. nr tht• nqm,H,i 'l!nl1e&,i0nai r~~lm,g, t;ihnr.atory, Inc~ ~tvv! nc-.t Qe H$<'d ttlldt~ .mf fm:um-.1,.mt'f) m ,1th-t:r11s10H lu O,c J(,(111~~r,it pu.oli( ·-----~~ ~ 714 Glenwood Place Dalton. GA 30721 706<!2.5-3283 Fax: 706-226~6787 MANUFACTURING CORPORATION Design, Technology, Manufacturing, Distribution U.S. Vinyl Manufacturing Corporation Specifications For: 15 oz SwRI Project No. 01-3779-437-b SCOPE: U.S. Vinyl Manufacturing Corporation, as manufactured by the same, 1766 Broomtown Rd., La Fayette, GA 30728 or approved equal, shall meet Federal Specification CCC-W-408A, CCC-W-408B, and the standard classification of Wallcovering by Durability characteristics of ASTM-E-793-82 for the type and category classified including 24-hour clean ability tests based on ASTM method Dl308 except as modified herein. DESCRIPTION: Vinyl Wallcovering to meet specifications as supplied by manufacturer, vinyl coated and/or vinyl laminated to woven fabric backing. PHYSICAL PROPERTIES: Total Weight (oz./lin.yd.) 54" width average -15/16 Total Weight (oz./sq.yd.) -9.295 FLAME SPECIFICATIONS: *Flame Spread *Smoke Developed 10 0 * FLAMMABILITY TESTS: All U.S. Vinyl Manufacturing Corporation were tested in 1992 by independent laboratories in accordance with ASTM-E-84. All test results surpass Federal standards. Results of these tests are located above. Information on San Francisco Fire Marshall Fall Out Test is available upon request. These Universal Flame Spread and Smoke Density values are not intended to reflect hazards presented by this or any material under actual fire conditions. Vinyl Wallcovering and adhesive shall be mildew resistant. Installer should use a good quality mildew resistant wallcovering adhesive suitable for weight of material. All surfaces should be clean, smooth, dry and structurally sound. Installation instructions supplied by the manufacturer should be followed. U.S. Vinyl Manufacturing Corporation will supply certificates of compliance upon request that material meets specifications and modifications as outlined herein. ~-·® Leading the Industry into the 21st Century MANUFACTURING CORPORATION Design, Techno/ogY, Manufacturing, Distribution Specifications For: 21 oz. SwRI Project No. 01-3779-437-d SCOPE: U.S. Vinyl Manufacturing Corporation, as manufactured by the same,1766 Broomtown Rd., LaFayette, GA, 30728, or approved equal, shall meet Federal Specification CCC-W-408A, CCC-W-408B, and the standard classification ofWallcovering by Durability characteristics of ASTM-E-793- 82 for the type and category classified including 24-hour cleanability tests based on ASTM method D1308 except as modified herein. DESCRIPTION: Vinyl Wallcovering to meet specifications as supplied by manufacturer, vinyl coated and/or vinyl laminated to woven fabric backing. PHYSICAL PROPERTIES: Total Weight (oz./lin.yd.) 54" width average -21/22 Total Weight (oz./sq.yd.) -12.07 FLAME SPECIFICATIONS: *Flame Spread 10 *Smoke Developed -0 * FLAMMABILITY TESTS: All U.S. Vinyl Manufacturing Corporation were tested in 1992 by independent laboratories in accordance with ASTM-E-84. All test results surpass Federal standards. Results of these tests are located above. Information on San Francisco Fire Marshall Fall Out Test is available upon request. These Universal Flame Spread and Smoke Density values are not intended to reflect hazards presented by this or any material under actual fire conditions. Vinyl Wallcovering and adhesive shall be mildew resistant. Installer should use a good quality mildew resistant wallcovering adhesive suitable for weight of material. All surfaces should be clean, smooth, dry and structurally sound. Installation instructions supplied by the manufacturer should be followed. U.S. Vinyl Manufacturing Corporation will supply certificates of compliance upon request that material meets specifications and modifications as outlined herein. MECHANICAL PLUMBING ENERGY CONSULTANTS 5125 Convoy street, Suite #212, San Diego, CA 92111 Tel: (858) 715-6601 Fax: {858) 715-6613 RESPONSES TO MECHANICAL & PLUMBING PLAN CHECK CORRECTIONS Plan Check Number: 11-2628 Title: Carlsbad Residence Inn. Reviewer: Glen Adamek Date: 03.12.12 Issue Response Number PLUMBING and MECHANICAL CORRECTIONS 1 Complied. 2 The (E) Mechanical room #160 used as storage now. There is no HV AC equipments to be removed. Noted on plan on sheet M3.1. 3 By other. See title sheet. 4 The only plumbing work associated with the renovation includes the foil owing cosmetic upgrades: • Base contract: 0 Connection of the new PTAC units to the existing condensate drains 0 Replacement of Public Restroom lavatories and faucets with new • Bid Alternates: 0 Replacement of Guestroom Kitchenette sink and faucet 0 Replacement of Guestroom Dressing Area lavatory and faucet • (Ref er to the attached Plumbing Fixture Schedule for acceptable mfr's and models) 5 Same as #4. 6 Provided the attached cut-sheets and installation instructions of the replacement HVACunits. 7 Attached is an except from the Palomar Airport Land Use Compatibility Plan which shows the hotel located well outside the 60 CNEL contour which would tri!!!!er noise abatement. 8 Provided the attached cut-sheets and installation instructions of the replacement HVACunits. City of Carlsb~d 112628 12/27/2011 . PLUMBING AND MECHANICAL CORRECTIONS + PLAN REVIEW NUMBER: 11-2628 PLAN REVIEWER: Glen Adamek SET: I GENERAL AND ARCHITECTURAL PME ITEMS 1. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are i.ssued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. 2. Please clearly show what was removed for the Mechanical Room 160. (Piping, Boilers, and/or chillers or other mechanical equipment?) 3. Correct all the notes on the title sheet of the plans to show the correct codes. The following are the correct current Codes: a) The 2010 edition of the California Building Code (CBC) adopts the 2009 International Building Code (IBC) and the 201 0 California Amendments. b) The 2010 edition of the California Electrical Code (CEC) adopts the 2008 National Electrical Code (NEC) and the 201 0 California Amendments. c) The 2010 edition of the California Mechanical Code (CMC) adopts the 2009 Uniform Mechanical Code (UMC) and the 201 0 California Amendments. d) The 2010 edition of the California Plumbing Code (CPC) adopts the 2009 Uniform Plumbing Code (UPC) and the 2010 California Amendments. e) The 2010 edition of the California Fire Code (CFC) adopts the 2009 International Fire Code (IFC)·and the 2010 California Amendments. f) T_he 2008 edition of the California Energy Efficiency Standards. PLUMBING (2010 CALIFORNIA PLUMBING CODE) 4. Please provide plumbing plans for proposed plumbing to be removed, relocated and or removed. 5. A complete plumbing review will be done when plumbing plans are provided. MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 6. Please provide the cut-sheets and installation instructions for the proposed new HVAC equipment. 7. When this building was constructed and being near the airport a Acoustical Report seems to have been required. Mechanical ventilation and outside air seems to be need. Natural ventilation as shown in the energy design does not City of Carlsbad 112628 12/27/2011 seem to be acceptable. Please provide the existing Acoustical Report or data showing no mechanical ventilation is required. If this project is in a noise compliant area of the City that requires an Acoustical Report, please provide it (the Acoustical Report) for plan check. Add an outside air design, if required. CBC 1207.11 8. Please provide the cut-sheets and installation instructions for the proposed new HVAC equipment. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2010 CALIFORNIA ELECTRICAL CODE) 1. Include the existing PTAC (room mechanical unit equipment) specifications (for comparisons with new loads). Note: If you have any questions regarding this Electrical and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the correcte~ items_ have been addressed on the plans. END OF DOCUMENT --' ',-,"'-lo.. __ , \, I r~J~ ',,.....:i:_ -,, -,-~,: , \ ~.~ ,, .-' r /' ,;; -\ .. ..__ , ___ .... • ... '·----~· ....::·,.... • \,.-_;,1, :,,:"':: ;_) ' Gen 7.518-:N.ew :Bu:Hd -lnn:FU·SIO·N' H1 :l'M:PROV Plan Mark (New) SNK-01 SNK-01 LVP ~ -------. -- Plan Mark (Old) LAV-1 Cut Sheet Description Index SINK(A) SNK-"Ovalyn Undercounter Sink" BWL01A Bowl: 17" x 14" x 5-1/2" / Undermount (Granite) SNK-"Caxton Undercounter Lavatory" BWL01K Bowl: 17"x14"x4"/Undermount (Granite) FAUCET(B) SNK-"Reliant 3" w/ red/blue Index Handle FCT01A 1.50 GPM 4-1/2" Spout Model No. 0496.221.020 K-2210-0 7385.000RB.002 SNI<-_ _ _ 1 "Coralais" Single Control with red/blue K-15182-XF-CP ~index 1.50 GPM (WaterSense Certified) 4-1/2" Spout/ 4" Centers SNK-"Chatueau" Single-Handle Lavatory L4621 FCT01 M Faucet with red/blue index and Metal Waste Assembly 1.50 GPM (WaterSense Certified) 4-3/8" Spout / 4" Centers ::,~1<-_ _ I "Classic Series" Single-Handle Lavatory 520-DST ~ Faucet with red/blue index 1.50 GPM 5" SJJ_out / 4" Centers S/NK(A) SNK-"Caxton Undercounter Lavatory" BWL01 K Bowl: 17" x 14" x 4" / Undermount (Granite) K-2210-0 !Note 1: Items shown With "(UPG)" or "(Upgrade)", are an upgrade to stantfard items. Finish White White Chrome (Polished) Chrome (Polished) Chrome (Polished) Chrome (Polished) White iNote 2: Standard Finish for Guestroom Trimis Chrome (Polished br Bright) (Noted other.wise if not available). Manufacturer Area Location American Standard Companies Inc. Guestroom Dressing Kohler Company Guestroom Dressing American Standard Companies Inc. Guestroom Dressing Kohler Company Guestroom Dressing Moen Incorporated Guestroom Dressing Delta Faucet Company Guestroom Dressing Kohler Company Guestroom Dressing !Note 3: Standard Finish for Public & l::mployee Restroorn Trim is Chrome {Polished or Bright) (Noted other.wise if not mrailable ) •. !Note 4: Chw:ch Seats are suggested:due to ·impr,oved mounting brackets. !Note 5: Plan Mark Numbers with "LVP" are to be used for Marriott CFRST LEED Volume Program Projects in lieu of same Plan MarkNumber without the "LVP". :10/03/11 Residence,,lnn Plumbing, Fixture Matrix ( -000b-R-Plumbing Fixture Matrix) Page t3 of44 SNK-01 LVP SNK-02 LAV-2 El1UCET{fil SNK-1 "Coralais" Single Control with red/blue FCT01 K index 1.50 GPM (WaterSense Certified) 4-1/2" Spout/ 4" Centers SINK{A) SNK-"Ovalyn Undercounter Sink" BWL01A Bowl: 17" x 14" x 5-1/2" I Undermount (Granite) SNK-l "Caxton Undercounter Lavatory" BWL01 K Bowl: 17" x 14" x 4" / Undermount (Granite) FAUCET{B) SNK-I "Reliant 3" w/ red/blue Index Handle FCT01A 1.50GPM 4-1/2" Spout SNK-l "Coralais" Single Control with red/blue FCT01 K index 1.50 GPM (WaterSense Certified) 4-1/2" Spout/ 4" Centers SNK-I "Chatueau" Single-Handle Lavatory FCT01 M Faucet with red/blue index and Metal Waste Assembly 1.50 GPM (WaterSense Certified) 4-3/8" Spout / 4" Centers SNK-I "Classic Series" Single-Handle Lavatory FCT04D Faucet with red/blue index 1.50 GPM 5" Spout I 4" Centers K-15182-XF-CP Chrome (Polished) 0496.221.020 White K-2210-0 White 7385.000RB.002 Chrome (Polished) K-15182-XF-CP Chrome (Polished) L4621 Chrome (Polished) 520-DST Chrome (Polished) !Note 1: Items shown with "(UPG)" or "(Upgrade)", are an upgrade to standard items. !Note 2: Standard Finish for Guestrodm Trim is Chrome (Polished or Bright) (Noted otherwise if not available}. Kohler Company American Standard Companies Inc. Kohler Company American Standard Companies Inc. Kohler Company Moen Incorporated Delta Faucet Company !Note 3: Standard· Finish for Public & Employee Restroom Trim is Chrome (Polished or Bright) :(Noted otherwise if not available). [Note 4: Church Seats are suggested due to improved mounting brackets. . , -· - Guestroom Dressing Guestroom ADA Dressing Guestroom ADA Dressing Guestroom ADA Dressing Guestroom ADA Dressing Guestroom ADA Dressing Guestroom ADA Dressing !Note 5: Plan Mark Numbers witf;i "LV.P" are to be used for Marriott CFRST LEED Volume Program Projects in lieu of same Plan Mark Number without the "LVP". 22 2,24 4 44 SNK-02 LVP S/NK(A) SNK-"Caxton Undercounter Lavatory" K-2210-0 BWL01 K Bowl: 17'' x 14" x 4" / Undermount (Granite) FAUCET(B) SNK-"Coralais" Single Control with red/blue K-15182-XF-CP FCT01 K index 1.50 GPM (WaterSense Certified) 4-1/2" Sp_out / 4" Centers !Note 1': Items -shown with '"(UPG)" or "(Upgrade)", are an upgrade to standard items. White Chrome (Polished) iNote 2: Standard Finish for Guestroom Trim is Chrome (Polished or Bright) (Noted otherwise if not available). Kohler Company Kohler Company iNote 3: Standard Finish for Public & Employee Restroom Trim is Chrome (Polished or Bright} (Noted otherwise if not available}. !Note 4: Church Seats are suggested dl;Je to improved mounting brackets. Guestroom ADA Dressing Guestroom ADA Dressing 1Note 5: Plan Mark Nmmber,s with "L\/4P" are to be used for Marriott CFRST LEED.Volume Prqgram Projects .in lieu of same :Plan Mark Numbe~ without the "LVP!'. 22 224 44 SNK-04 LAV-4 SINK(AI SNK-"Ovalyn Undercounter Sink" 0496.221.020 White American Standard Companies Inc. BWL01A Bowl: 17" x 14" x 5-1/2" I Undermount (Granite) SNK-I "Caxton Undercounter Lavatory" K-2210-0 White Kohler Company BWL01 K Bowl: 17" x 14" x 4" / Undermount (Granite) FAUCET(B) SNK-I "Reliant 3" w/ red/blue Index Handle 7385.000RB.002 Chrome American Standard Companies Inc. FCT01A 1.50 GPM (Polished) 4-1/2" Spout SNK-I "Coralais" Single Control with Red/Blue K-15198-XF-CP Chrome Kohler Company FCT03K index and Grid Drain (Polished) 1.50 GPM (WaterSense Certified} 4-5/8" Spout / 4" Centers <Note 1: Items shown with "(UPG)" or "(Upgrade}", are an upgrade to standard items. iNote 2: Standard Firiishfor Guestroom Trim is Chrome.(Polished or Bright) (Noted otherwise if not available). iNote 3: Standard Finish for Public & Employee Restroom Trim is Chrome (Polished or Bright) (Noted otherwise if not available}. !Note 4: Church Seats are suggested due to improved mounting brackets. Public Restroom Public Restroom Public Restroom Public Restroom 1Note 5: Plan Mark Numbers with "LVP" are to be used for Marriott CFRST LEED Volume Program Projects in lieu of same Plan Mark Number without the "LVP". 22 224 6 44 SNK-04 LAV-4 ISNK-l "Chateau" Single-Handle Lavatory L4601 & Chrome Moen Incorporated FCT01 M Faucet with red/blue index and Metal 14750 (Polished) Waste Assembly 1.50 GPM (WaterSense Certified) 4-3/8" Spout/ 4" Centers SNK-l Single-Handle Lavatory Faucet with 523LF-HDF Chrome Delta Faucet Company FCT02D red/blue index and grid drain (Polished) 1.50 GPM 5" Spout / 4" Centers SINK STRAINER (C) SNK-I Sink Strainer 4331.013.002 Chrome American Standard Companies Inc. STR01A (Polished) SNK-l "Duostrainer" K-8801-CP Chrome Kohler Company STR01K (Polished) SNK-l Sink Strainer/ Metal Waste Assembly 14750 Chrome Moen Incorporated STR01M (Polished) SNK-J Sink Strainer 72010 Chrome Delta Faucet Company STR01D (Polished) SNK-04 SINK(A) LVP SNK-"Caxton Undercounter Lavatory" K-2210-0 White Kohler Company BWL01K Bowl: 17" x 14" x 4" I Undermount (Granite) FAUCET(B) SNK-I "Coralais" Single Control with Red/Blue K-15198-XF-CP & Chrome Kohler Company FCT03K index and Grid Drain w/1.0 Aerator 1139282 (Polished) 1.00 GPM (WaterSense Certified) 4-5/8" Spout / 4" Centers !Note 1: Items shown with "(UPGY' or "(Upgrade)", are an upgrade to standard items. iNote 2: Standard Finish for Guestroom Trim is Chrome (Polished or Bright) (Noted otherwise if not available). lNote 3: Standard Ffnish for Public & Employee Restroom Trim is Chrome (Polished or Bright) (Noted otherwise if not available). lNdte 4: Church Seats .are suggested due to improved mounting brackets. Public Restroom Public Restroom Public Restroom Public Restroom Public Restroom Public Restroom Public Restroom Public Restroom !Note 5: Plan Mark Numbers with "LVP" are to be used for Marriott CFRST LEED Volume Program Projects in lieu of same Plan Mark Number without the "L VP". 22 224 44 ----·---. SNK-04 SINK STRAINER (CJ LVP ISNK-I Lavatory Drain with Overflow and non-K-7127-A-CP Chrome Kohler Company STR03K removable metal stopper. (Note: (Polished) Provided with K-15198 Faucet) SNK-11 S-1 SINK(A/ SNK-I "Lustertone Undermount Single Bowl ELU2115 Stainless Elkay Manufacturing Co. BSN12E Sink" Steel ~--------Bowl: 21" x 15-3/4" x 7-1/2" / Undermount (Granite) SNK-. rMcAllister Undercounter Kitchen Sink" 11447-NA Stainless Kohler/ Sterling Company BSN10K Bowl: 23-3/8" x 17-11/16" x 8" / Steel Undermount (Granite) FAUCET{B/ SNK-l "Reliant Single Control Kitchen Faucet" 4205.000.002 Chrome American Standard Companies Inc. FCT13A 9-1/4" Swing Spout (Polished) SNK-I "Coralais" Single Control with red/blue K-15171-XF-CP Chrome Kohler Company FCT12K index (Polished) 2.20GPM Swing Spout SNK-I "Chateau" Single Handle Kitchen 7425 Chrome Moen Incorporated FCT12M Faucet with red/blue index (Polished) 2.20GPM 9-1/4" Swing Spout SNK-I "Foundation" Series Single-Handle B1310LF Chrome Delta Faucet Company FCT14D Lavatory Faucet with red/blue index (Polished) 2.20 GPM 9-1/2" Swing Spout/ 4" Centers !Note 1: Items shown with "(UPG)" or "(Upgrade)", are an upgrade to standard items. !Note 2: Standard Finish for Guestroom Trim is Chrome (Polished or Bright) (Noted otherwise if not available). !Note 3: Standard Finish for Public & Employee Restroom Trim is Chrome (Polished or Bright) (Noted otherwise if not available). !Note 4: Church Seats are suggested due to improved mounting brackets. Public Restroom Guestroom Kitchenette Guestroom Kitchenette Guestroom Kitchenette Guestroom Kitchenette Guestroom Kitchenette Guestroom Kitchenette !Note 5: Plan Mark Numbers with "LVP" are to be used for Marriott CFRST LEED Volume Program Projects in lieu of same Plan Mark Number withol!lt the "LVP". 22 224 44 SNK-11 S-1 SINK STRAINER (C) SNK-I Sink Strainer 4331.013.002 Chrome American Standard Companies Inc. STR01A (Polished) SNK-I "Duostrainer'' K-8801-CP Chrome Kohler Company STR01K (Polished) SNK-Sink Strainer 72010 Chrome Delta Faucet Company STR01D (Polished) SNK-11 SINK(A) LVP ~NK-l "McAllister Undercounter Kitchen Sink" 11447-NA Stainless Kohler / Sterling Company BSN10K Bowl: 23-3/8" x 17-11/16" x 8" / Steel Undermount (Granite) FAUCET(B) SNK-I "Coralais" Single Control with red/blue K-15171-XF-CP & Chrome Kohler Company FCT12K index w/1.5 Aerator 1053334 (Polished) 1.50 GPM Swing Spout SINK STRAINER {C/ SNK-"Duostrainer" K-8801-CP Chrome Kohler Company STR01K (Polished) SNK-12 S-2 SINK(A) SNK-I "Lustertone Single Bowl Sink" LRAD2521 x 5-1/2" Stainless Elkay Manufacturing Co. BSN11E Bowl: 21" x 15-3/4" x 5-1/2" I Top Mount Depth Steel (Granite) FAUCET(B) SNK-I "Reliant Single Control Kitchen Faucet" 4205.000.002 Chrome American Standard Companies Inc. FCT13A 9-1/4" Swing Spout (Polished) 1Note ~:, Items shown with "~UPG)" or "(Upgrade)", are an upgrade to standard items. !Note 2: Standard Finish for Guestroom Trim is Chrome (Polished or Bright) (Noted otherwise it rtot available). INote 3: Standard ·Finish for Public & Employee Restroom Trim is Chrome (Polished or Bright) (Noted otherwise if not available}. !Note 4: Church Seats are suggested due to improved mountir:ig brackets. Guestroom Kitchenette Guestroom Kitchenette Guestroom Kitchenette Guestroom Kitchenette Guestroom Kitchenette Guestroom Kitchenette Guestroom ADA Kitchenette Guestroom ADA Kitchenette !Note 5: Plan Mark Numbers with "L VP" are to be used·for Marriott CFRST LEED Volume Program Projects in lieu of same Plar:i Mark Number without the "L VP". 22 224 9 44 SNK-12 SNK-12 LVP S-2 FAUCET(B) SNK-"Coralais" Single Control with red/blue K-15171-XF-CP FCT12K index 2.20GPM Swing Spout SNK-"Chateau" Single Handle Kitchen FCT12M Faucet with red/blue index 2.20GPM 9-1/4" Swing Spout SNK-"Foundation" Series Single-Handle FCT14D Lavatory Faucet with red/blue index 2.20GPM 9-1/2" Swing Spout/ 4" Centers SINK STRAINER (Cl ISNK-1 Sink Strainer STR01A SNK-1 "Duostrainer" STR01K SNK-1 Sink Strainer STR01D SINK(A) SNK-"McAllister Undercounter Kitchen Sink" BSN10K Bowl: 23-3/8" x 17-11/16" x 8" / Undermount (Granite) FAUCET{B) SNK-"Coralais" Single Control with red/blue FCT12K index w/1 .5 Aerator 1.50GPM Swing Spout 7425 81310LF 4331.013.002 K-8801-CP 72010 11447-NA K-15171-XF-CP & 1053334 !Note 1: Hems shown with "(UPGr' or "(Upgrade)", are ari upgrade to standard items. Chrome {Polished) Chrome (Polished) Chrome (Polished) Chrome (Polished) Chrome (Polished) Chrome (Polished) Stainless Steel Chrome (Polished) /Note 2: Standar(I Finish for Guestroom Trim is Chrome (Polished or Bright); (Noted otherwise if not available). Kohler Company Guestroom ADA Kitchenette Moen Incorporated Guestroom ADA Kitchenette Delta Faucet Company Guestroom ADA Kitchenette American Standard Companies Inc. Guestroom ADA Kitchenette Kohler Company Guestroom ADA Kitchenette Delta Faucet Company Guestroom ADA Kitchenette Kohler/ Sterling Company Guestroom ADA Kitchenette Kohler Company Guestroom ADA Kitchenette !Note 9: Standar:c;l Finish for Public & Employee Restrm,m Trim is Chrome .(Polished or Bright) (Noted otherwise if not available). '!Note 4: Church Seats are suggested due to improved mounting brackets. Note 5: Plan Mark Numbers with "LVP'' are to be used for Marriott CFRST LEED Volume Program Projects in lieu of same Plan Mark Number without the "LVP". 22 224 2 44 SNK-12 LVP SINK STRAINER (Cl SNK-11 "Duostrainer" STR01K K-8801-CP !Note 1: Items shown With "(UPG)" or "(Upgrade)",. are an upgrade to standard items. Chrome (Polished) iNote 2: Standard Finish for Guestroom 1rim is Chrome (Polished or Bright} (Noted otherwise if not availabll:l}. Kohler Company Guestroom ADA Kitchenette !Note 3: Standard Finish for Public & 'Employee Restroom Trim is Chrome (Polished or Bright) (Noted otherwise if not available). !Note 4: Church Seats are suggested due to improved mounting brackets. iNote. 5: Plan Mark Numbers with "L VP" are to 'be used for Marriott CFRST LEED Volume Program Projects in lieu of same Plan Mark Number withowt the "LVP". 22224 2 44 SPXR-A / SPXR-HP-A Series Single Package Vertical Unit Straight Cool and Heat Pump 3/4 through 2 tons, up to 1 O kW Electric Heat .---------~-_--:_-_ -_ -_ -_-_-..::.::.::::;-------. The SPXR-A Series "Suite 20" is a compact, through-the--:' ·: ;~--l ' . I• ; ; ... L • Ir. .i ;, ' ~ ' . ., 1· ~-~ ; ,,;. '·! J' ,f' ' i ( I 1:.~~ .r "Rear install" shown wall single package vertical HVAC unit that delivers condi- tioned air from a single unit to multiple rooms. The SPXR- A series is available in straight cool (SPXR-A) or heat pump (SPXR-HP-A) models. Having a small footprint (20" X 20") allows the SPXR-A to use a minimal amount of floor space. The SPXR-A installs easily into a closet having an exterior wall. Like your home, a standard wall mounted thermostat controls the SPXR-A unit. Applications for the SPXR-A include: • Hotels/ Motels • High rise apartments / Condominiums • Assisted Living/ Independent care facilities • Student housing • Manufactured / Modular buildings Standard Features: (see pages 4 and 5 for further information) • Completely pre-charged with environmentally friendly R-41 QA refrigerant • Easy access for in-place service of most components • Multi-function micro-processor board that includes the following functions: o Evaporator coil low temperature protection o Low ambient lockout o Random restart o Compressor restart delay o Front desk control capability o Fan-off delay in the cooling mode • Service disconnect • Completely insulated cabinet for sound attenuation and weather infiltration • Adjustable fresh air damper • No tool needed to replace the filter • Weight-supporting, single piece wall sleeves (except side access sleeves) for various wall thicknesses from 5" to 20" • Sleeves have primary condensate drain connection with secondary overflow to building exterior • All sleeves are shipped with a weather guard • Flush type exterior architectural louvers Optional Features: (see page 8) • Side access wall sleeves (rear access is standard) • Custom painted exterior architectural louvers • Hurricane louver/ sleeve combinations • Various louvered and non-louvered interior access panels • Digital wall mount thermostats with or without high and low temperature limits FIRST CO. -P.O. Box 270969 -Dallas, Texas 75227 -Ph. (214) 388-5751 -Fax (214) 388-2255 -www.firstco.com SPXR-A Series / DUCT OPENING FILTER Cooling Only / 11 --B ,-;__.; r 10 .=i s-1,a /_ In keeping with Its policy of continuous progress and product improvement, First Co. reserves the right to make changes without notice. Maintenance for all First Co. products is available under "Product Maintenance" at www.firstco.com. ER CONDENS OUTLET --...... CONDENS ER INLET A B I 9,12,18SPXR-A 6-1/2 6-1/2 I 24SPXR-A 10 3 ELECTRICAL DATA (208/230V-1PH-60Hz) ~ ELECTRIC HEAT DATA 11111111 111111 .....____ UNIT MODEL \kw BTUH TOTAL HEATING AMPS 230\fl 208V 230V 208V 230V 208V ·0·A 0 i 0 0 0.0 0.0 9SPXR -2-A 2 6800 5100 9.0 7.9 -3-A 3 10200 7700 13.2 11.5 -4-A 4 13600 10200 17.4 15.1 ·0-A 0 0 \~o 0 0.0 0.0 -2-A 2 1.5 5100 9.0 7.9 12SPXR -3-A 3 2.25 10~; 7700 13.2 11.5 -4-A 4 3 1360 10200 17.4 15.1 -5-A 4.5 3.38 15350 11500 19.5 17.0 -0-A 0 0 0 0.0 0.0 ·2-A 2 1.5 6800 ~o 9.2 8.1 -3-A 3 2.25 10200 ~\ 13.4 11.7 '"+Jr 4 3 13600 17.6 15.3 18SPXR _5_A 102 4.5 3.38 15350 11500 i" 17.1 -6-A 6 4.5 20500 15350 9 22.5 ·8-A 8 6.0 27300 20500 2 29.7 -10-A 9 6.75 30700 23000 4 33.3 ·O·A 0 0 0 0 0.0~ 0.0 -3-A 3 2.25 10200 7700 15.3 13.6 -4-A 4 3 13600 10200 19.5 I 24SPXR -5-A 4.5 3.38 15350 11500 21.6 1 -6-A 6 4.5 20500 15350 27.8 5 -8-A 8 6.0 27300 20500 36.2 . -10-A 9 6.75 30700 23000 40.3 3 BLOWER DATA - 1111111 I ELEME 66 BLOWER MOTOR 41-1/4 NT ~ --- I LOW VOLTAGE BLOWER DATA CONDENSER DATA EVAPORATOR CONDENSER MOTOR COMPRESSOR MOTOR AMPS HP RLA LRA FLA HP .72 1/8 4.4 25 .50 1/15 .72 1/8 5.6 29 .72 1/10 .87 1/8 6.5 43 .72 1/10 2.8 1/3 9.9 54 .74 1/8 00 00 0 00 00 0 0 00 00 0 0 MINIMUM CIRCUIT ~ACITY 208V 230V -,-7 10 12 15 17 19 22 9 9 10 12 15 17 19 22 22 25 12 12 12 12 15 17 19 22 22 25 28 33 37 43 42 48 17 17 17 19 21 24 24 27 30 35 39 45 44 50 COOLING/ PERFORMANCE DATA RETURN AIR MAXIMUM CIRCUIT PROTECTION ----{2oav 230V l's 15 15 15 15 20 20 25 15 15 15 15 15 20 20 25 25 25 20 20 20 20 20 20 20 25 25 25 30 35 40 45 45 50 20 20 20 20 25 25 25 30 30 35 40 45 45 50 UNIT MOTOR CFM vs EXTERNAL STATIC PRESSURE STANDARD MODEL SPEED CONN.(1) 0.05 0.10 0.15 0.20 HIGH 490 480 465 450 9SPXR-A MED(H&C) 390 380 370 360 LOW 310 300 290 280 HIGH 490 480 470 460 12SPXR-A MED(H&C) 400 390 380 370 LOW 310 300 290 280 HIGH 740 730 715 700 18SPXR-A MED(C) 670 660 645 630 LOW(H) 560 550 545 530 HIGH 920 900 880 860 24SPXR-A MED(C) 870 860 850 840 LOW(H) 760 750 740 730 (1) Factory Settings: (H) = Heating, (C) = Cooling 0.25 0.30 0.35 440 430 420 350 340 330 270 260 245 450 440 425 360 350 335 270 260 250 685 670 650 615 600 585 515 500 485 835 810 785 820 BOO 775 720 710 700 0.40 410 320 230 410 320 240 630 570 470 760 750 690 -2- UNIT MODEL RATING(1) EER BTUH 9SPXR·A 8900 9.0 12SPXR·A 11500 9.0 18SPXR·A 17400 9.0 24SPXR·A 21500 9.0 (1) Tested at 95°F DBn5°F WB outdoors and 80°F DB/67°F WB indoors. (2) Tested in accordance with ARI Standard 390. ) SHIP WT. 245 245 255 255 / DUCT OPENING SPXR-HP-A Series / l1 Heat Pump In keeping with its policy of continuous progress and product improvement, First Co. reserves the right to make changes without notice. Maintenance for all First Co. products is available under"Product Maintenance" at www.firstco.com. A B / 9, 12, 18SPXR-A 6-1/2 6-1/2 I 24SPXR-A 10 3 ELECTRICAL DATA (208/230V-1PH-60Hz) CONDENS OUTLET ER ---- CONDENS INLET ER 1111111 111111 r----.. ELECTRIC HEAT DATA TOTAL HEATING UNIT MODEL kW BTUH AMPS 230V 208V 230V 208V 230V 208V -2 2 1.5 6800 5100 9.0 7.9 9SPXR -3 ·HP-A 3 2.25 10200 7700 13.2 11.5 -4 4 3 13600 10200 17.4 15.1 -2 2 1.5 6800 5100 9.0 7.9 12SPXR -3 -HP-A 3 2.25 10200 7700 13.2 11.5 -4 4 3 13600 10200 17.4 15.1 -5 4.5 3.38 15350 11500 19.5 17.0 -2 2 1.5 6800 5100 9.2 8.1 -3 3 2.25 10200 7700 13.4 11.7 -4 4 3 13600 10200 17.6 15.3 18SPXR ·5 ·HP-A 4.5 3.38 15350 11500 19.6 17.1 -6 6 4.5 20500 15350 25.9 22.5 -8 8 6.0 27300 20500 34.2 29.7 -10 9 6.75 30700 23000 38.4 33.3 -3 3 2.25 10200 7700 15.3 13.6 ·4 4 3 13600 10200 19.5 17.3 24SPXR -5 ·HP-A 4.5 3.38 15350 11500 21.6 19.1 ·6 6 4.5 20500 15350 27.8 24.5 ·8 8 6.0 27300 20500 36.2 31.7 -10 9 6.75 30700 23000 40.3 35.3 NOTE: 66 1111111 BLOWER DATA EVAPORATOR MOTOR AMPS HP .72 1/8 .72 1/8 .87 1/8 2.8 1/3 BLOWER MOTOR 41-1/4 LOW VOLTAGE . CONDENSER DATA CONDENSER COMPRESSOR MOTOR ALA LAA FLA HP 4.4 25 .50 1/15 5.6 29 .72 1/10 6.5 43 .72 1/10 9.9 54 .74 1/8 MINIMUM MAXIMUM CIRCUIT CIRCUIT AMPACITY PROTECTION 208V 230V 208V 230V 10 12 15 15 15 17 15 20 19 22 20 25 10 12 15 15 15 17 15 20 19 22 20 25 22 25 25 25 12 12 20 20 15 17 20 20 19 22 20 25 22 25 25 25 28 33 30 35 37 43 40 45 42 48 45 50 17 19 20 20 21 24 25 25 24 27 25 30 30 35 30 35 39 45 40 45 44 50 45 50 Compressors in these models do not operate simultaneously with heater elements. BLOWER DATA MOTOR CFM vs EXTERNAL STATIC PRESSURE UNIT MODEL SPEED CONN,(1) 0.05 0.10 0.15 0.20 0.25 0.30 0.35 HIGH 490 480 465 450 440 430 420 9SPXR-HP-A MED(H&C) 390 380 370 360 350 340 330 LOW 310 300 290 280 270 260 245 HIGH 490 480 470 460 450 440 425 12SPXR-HP-A MED{H&C) 400 390 380 370 360 350 335 LOW 310 300 290 280 270 260 250 HIGH 740 730 715 700 685 670 650 18SPXR-HP-A MED(C) 670 660 645 630 615 600 585 LOW(H) 560 550 545 530 515 500 485 HIGH 920 900 880 860 835 810 785 24S PXR-HP·A MED(C) 870 860 850 840 820 800 775 LOW(H) 760 750 740 730 720 710 700 (1) Factory Settings: (H) = Heating, (C) = Cooling 0.40 410 320 230 410 320 240 630 570 470 760 750 690 COOLING/ PERFORMANCE DATA STANDARD UNIT MODEL RATING(1) EER BTUH 9SPXA-HP·A 8900 9.0 12SPXR-HP·A 11400 9.0 18SPXR-HP·A 17200 9.0 24S PXR-HP·A 21300 9.0 (1) 95°F DB/75°F WB outdoor· 80°F DB/67°F WB indoor. (2) Tested in accordance with ARI Standard 390. HEATING/ PERFORMANCE DATA (3) STANDARD UNIT MODEL RATING(1) BTUH 9SPXR-HP-A 8500 12S PXR-HP-A 11500 18SPXR-HP·A 16700 24SPXR-HP·A 20300 (1) 47°F DB/43°F WB outdoor, 70°F DB/60°F WB indoor. -3- COP (47°) 3.0 3.0 3.0 3.0 SHIP WT. 245 245 255 255 Filter Electrical Disconnect Approximate Fastener Locations Electrical Service Knockout Figure 1 -General Assembly FEATURES AND BENEFITS 1. Solid State Circuit Board -Incorporates the following control features: Rough-in Dimensions 4411H X 21-5/811W Architectural Grille (See P.8) Sleeve Seal Wall Sleeve (See P.8) • Evaporator coil low temperature protection -Durip.g the cooling mode, should the evaporator coil experience either a low temperature condition that could result in ice build up on the coil or a reduced air flow situation, a temperature sensor attached to the coil will de-energize the SPXR·A unit. The sensor will re-energize the SPU unit when the coil warms back up. • Low ambient lockout -Locks out compressor at ambient temperatures below 40°F to extend compressor life. • Random restart-When poweris turned on after a power outage, a built-in random restart (3 to 4 minutes) prevents all compressors from restarting simultaneously. • Compressor restart delay-This delay ensures that system pressures are allowed to equalize before a compressor restart, which extends compressor life. • Front desk control -When wired to a front desk console, each unit can then be enabled or disabled from the front desk, thus saving the energy used to condition unoccupied rooms. • Fan delay-A fan delay allows the evaporator blower to continue running for up to 45 seconds after the thermostat is satisfied. This feature maximizes cooling performance. 2. Service Pullout -Factory installed for service convenience and maintenance. 3. Adjustable fresh air (manual) -To meet code requirements for fresh air introduction. When opened, the fresh air vent (see Figure 8) allows up to 50 CFM of outside air to be introduced into the equipment closet. The air then mixes with return air entering the closet through the return air grille. 4. Wall-mounted thermostat -(See "accessories", P.8) The SPXR-A is easily controlled by a standard low voltage wall thermostat rather than complicated unit-mounted controls. Low voltage wires are "stubbed" out the left side of the cabinet. -4- FEATURES AND BENEFITS (CONT.) 5. Wall Sleeve -(See Figures 1, 4 and 5) Rear or side install wall sleeves are provided for installation during rough-in and, when ready, the SPXR-A unit is simply slid into the sleeve and the ductwork and electrical connected. The sleeve is a weight-bearing sleeve that supports the entire weight of the SPXR-A unit and provides a weather tight seal against wind and water infiltration. A 3/4" male NPT fitting is provided in the bottom of the sleeve for field connection to a condensate riser. Four wall sleeve depths are available to accommodate wall thickness from 5" to 20". Each sleeve includes a factory installed "weather guard" to cover the sleeve opening during construction. 6. Unique "Sleeve Drain" Condensate System -(Also see Figure 4) A factory installed drain line connects the evaporator drain pan to a vertical pipe connection in the SPXR-A base pan. Evaporator condensate is delivered from the SPXR-A unit to a "Rear Install" sleeve shown catch tray in the wall sleeve and exits the sleeve through the 3/4" male NPT fitting. This design allows the plumber to completely pipe the drain to a condensate riser during the rough- in stage, thus eliminating condensate connection problems usually encountered when trying to connect the HV AC drain to the riser after the HVAC unit is installed in the closet. This features also allows the SPXR-A unit to be removed for service without disconnecting the condensate piping! This configuration does not require any additional closet space to make the drain connection, as do some competitive products. 7. Secondary overflow: If for any reason the primary condensate riser becomes clogged, water will fill the catch tray and then be diverted through the sleeve to the exterior of the building, rather than be allowed to overflow into the closet or living area. Rain water entering the sleeve is automatically diverted to the building exterior as well. 8. Ductable return air -Return air can be ducted to the unit. However, most installations would not normally require ducted return air. 9. New "Flush Style" Architectural Louver -(See Figure 6) This new louver is an attractive extruded aluminum architectural louver that attaches to the outside face of the wall sleeve. The blades of this unique grille recess into the wall sleeve for a neat, "flush" appearance. Louvers install from the inside of the wall sleeve. Do not install the SPXR-A unit into the sleeve before installing the louver. 10. Filter Brackets -(See Figure 7) Filter Brackets and throw away filter are shipped with each unit and are field installed over the unit's evaporator coil. Filter size is 18 x 24 x 1. -5- Figure 2 SHOWN WITH OPTIONAL LOUVERED ACCESS PANEL (SeeP.8) NOTE: A solid door or panel in front with a side wall return air grill will result in lower sound levels. Figure 3 t Conditioned • / Air Outside Air Outlet t .. / Outside Air Return Air CAULK ··. -. SPXR-A Unit Tilt Sleeve 1/2 Bubble to outside .. jFIGURE4 I Side View (with "Rear Install" sleeve) UNIT /SLEEVE DIMENSIONS Part Number Rear Install 936-18 936-28 936-38 936-48 Side Install 936-118 936-128 936-138 936-148 ,. ' ., I :,._,,_.• .. i l I Fits Wall Thickness 5"-8"wall 8"-12"wall 12"-15"wall 15" -20"wall .. • I • ~.: A 9" 13" 16" 21" I FIGURE sl (Unit shown with "Rear Install" sleeve ) ' "'-Note: i!--=3 -- -1' -1' I FIGURE 5 I _,,. 1 _ -1, _r __J Side Install Sleeve Note: Separate wall mounting bracket is shipped with "side install" wall sleeves. "P" Trap is shown for illustration purposes only -It may not be required by local codes. 8 C 17" 26" 17" 30" 17" 33" 17" 38" Ducted Return Air Flanges Thermostat Wiring Fresh Air Vent ~ .,, .... · -6- jFIGURE 7 j Filter Bracket Detail One end of a 3" aluminum vent pipe is connected to the condenser venturi and the other end is connected to the side of the SPXR-A cabinet. A mesh screen is installed inside the vent pipe and a metal plate on the side of the cabinet covers the opening of the vent pipe. Up to 50 CFM of fresh air is introduced into the equipment closet by removing the metal cover plate. The fresh air then mixes with the return air and is then pulled through the evaporator coil and into the supply duct. The cover plate can be re-installed to par- tially close the fresh air opening if less than 50 CFM is desired. An external source of negative pressure (i.e. a bathroom fan) could be used to introduce more than 50 CFM of fresh air. Consult with factory for further details. jFIGURESj SPXR-A Rear Installation Detail Grille width is 22" or 22-3/4" Exterior ~ · · -· -~ Finish ___ ~ Notes: Sleeve rough-in opening is 44"(H) X 21-5/8"(W). Min. 2" Req'd : Unit must line up with door 1. opening to facilitate removal 2. when necessary 3. Bottom of opening should be approx. 6" above floor level. Minumum 3" of clearance is required on all sides of the SPXR-A unit. SPXR-A Closet Dimensions -Rear Installation Instructions: 27"min. Notes: 1. 2. 3. To find the minimum closet depth (dimension "C"), use the following method: 1 1. r C .1 r2 Determine dimension "A" which is the total finished wall thickness. -For 5"-8" outside wall thickness, subtract "A" from 29". ("C" = 29 -"N') -For 8"-12" outside wall thickness, subtract "N' from 33". ("C'' = 33 .. "A") -For 12"-15" outside Wc!II thickness, subtract "A" from 36". ("C" = 36 • "A") I I : : 27" (minimum) A->~--1 ~ SPXR-A Closet Dimensions -Side Installation ~--=-..----;;:;-:--:::-=-,.-~-.--=--c~,-------,-1. Instructions: ----~t To find the minimum closet depth (dimension "C"), use the following method: t 12"min. ... ---·················· Sleeve rough-in opening is 44"(H) X 21-5/8"{W). Bottom of opening should be approx. 6" above floor level. Determine dimension "A" which is the total finished wall thickness. -For 5"-8" outside wall thickness, subtract "A" from 39". ("C" = 39 -"N') -For 8"-12" outside wall thickness, subtract "A" from 43". ("C" = 43 -"A") -For 12"-15" outside wall thickness, subtract "A"from 46". ("C" = 46 -"A") Minumum 3" of clearance is required on the sides of the SPXR-A unit and 12" clearance on the rear of the unit. -7- ACCESSORIES (sleeves, louver, and thermostat required for each installation} ACCESSORY DESCRIPTION DIMENSIONS PART NUMBERS SHIP WT. (EA} (HXWXD} STANDARD SLEEVES HURRICANE (5) REAR INSTALL SIDE INSTALL (3) REAR INSTALL REAR SIDE (non-Hurricane} (non-Hurricane} (side install n/a) For 5" -8" thick walls 43-3/4 X 21-3/8 X 26 936-1B 936-11B 936-1H 59(4) 64(4) WALL SLEEVES For 8" -12" thick walls 43-3/4 X 21-3/8 X 30 936-2B 936-12B 936-2H 63(4) 68(4) (2) For 12" -15" thick walls 43-3/4 X 21-3/8 X 33 936-3B 936-13B 936-3H 68(4) 73(4) For 15" -20" thick walls 43-3/4 X 21-3/8 X 38 936-4B 936-14B 936-4H 75(4) 80(4) Custom Primered Anodized Painted (for field painting) Aluminum ARCHITECTURAL Standard 44x22 G205S (1) G205P G205A 12 LOUVERS Hurricane 45-5/8 X 22-3/4 G215S (1) G215P G215A 22 Straight Cool (24V) • Digital 4x5 T630NC c=aci::> ---cool • off -heat, auto -on (Horizontal) .... -.~ w/limits-(6-wire) > MO _______ - Heat Pump (24V) • THERMOSTATS Digital w/emergency heat 4x5 T621-HPNC CICQ ~.-----cool -off -heat, auto -on (Horizontal) -.';:'- w/limits-(6-wlre) -------~-., Proggramble (5-2) -st. Cool/Ht. Pump (24V) 4x5 T62200NC Ct:IC • cool-off-heat, auto-on (Horizontal) -r--0oo0 --- w/em. Ht. & limits (6-wire) ' l - NOTES: "S" indicates custom color, to be provided by customer. Minimum order quantity is 20 per color. (1) (2) (3) (4) (5) Rear install application provides better access to the SPXR·A unit and is recommended over "side install" wherever possible. Side install application requires different closet size and configuration. (See P.7) Contact factory for further information. NOTE: A solid door or panel with a side wall return air grille will result in lower sound levels. All wall sleeves are shipped two (2) per carton. Hurricane sleeves require special louver (see "Architectural Louvers" above) (contact the factory for information about hurricane sleeves and louvers) OPTIONAL ACCESSORIES {field installecl) COMPONENT DESCRIPTION DIMENSIONS PART (HXW) NUMBER FRAME OPENING LOUVERED (1) 87X31 84X28 931-11 ACCESS/ RETURN NON-LOUVERED (2) 87X31 84X28 931-12 AIR PANEL (3)(4) LOUVERED (1) 82X31 79X28 931-13 NON-LOUVERED (2) 82X31 79X28 931-14 NOTES: (1) Includes 18 x 24 x 1 filter. (2) Requires external return air grille and unit mount filter. (3) Both panels are insulated for sound reduction and have tamperproof screws. (4) Panels are shipped ten per carton. MODEL NUMBER NOMENCLATURE 18 SPX R 5 HP -A SHIP WT. 55 55 NOM. CAPACITY (CLG.) T ---,--=-REVISION l_ygRSION 9 • 9,000 BTUH 12 -12,000 BTUH 18-18,000 BTUH 24 • 24,000 BTUH SERIES SPX· SLIM VERTICAL PTAC REFRIGERANT R=R-410A Catalog No. SPXR-A911 (Replaces SPXR-A811 A) HP • HEAT PUMP NO LETTERS -STRAIGHT COOL ELECTRIC HEAT O=O kW @240V 3=3 kW @240V 5=5 kW @240V 6=6 kW @240V 8=8 kW @240V 1 0 = 1 OkW @ 240V -8- 31.00 ~ 28.00 OPENING INSIDE ~~ "B" "A" FRAMED OPENING INSIDE PART NO. "A" "B" 931-11 87.00 84.00 931-13 82.00 79.00 SPX SERIES PACKAGED AIR CONDITIONING/HEAT PUMP UNITS INSTALLATION, OPERATION AND MAINTENANCE INSTRUCTIONS **WARNING TO INSTALLER, SERVICE PERSONNEL AND OWNER** Altering the product or replacing parts with non authorized factory parts voids all warranty or implied warranty and may result in adverse operational performance and/or a possible hazardous safety condition to service personnel and occupants. Company employees and/or contractors are not authorized to waive this warning. Current Maintenance Program is available atwww.firstco.com under"Product Information". GENERAL These instructions give information relative to the SPX unit only. Refer to Wall Sleeve and Grille installation instructions for those components. The manufacturer assumes no responsibility for equipment installed in violation of any code requirements. For other related equipment refer to the proper instructions. The SPX is shipped in one package, completely assembled. Material in this shipment has been inspected at the factory and released to the transportation agency in good condition. When received, a visual inspection of all cartons should be made immediately. Any evidence of rough handling or apparent damage should be noted on the delivery receipt and the material inspected in the presence of the carrier's representative. If damage is found a claim should be filed against the carrier immediately. HW Units-Note: State of MA.-248 CMR code of the state of MA. requires a pump timer (60 seconds on every 6 hours). See diagram. ****** WARNING ****** Unit must not be operated during building construction due to excessive airborne dust and debris. The units must not be operated under any circumstances without an air filter in place. PACKJNG LIST Items packed inside the unit: (1) Filter Bracket (1) Filter Clip Figure 1 -Typical Suite Installation LOCATION The SPX is designed for through- the-wall installation. The interior portion of the unit is surrounded by a closet with a rear access (Fig. 1 ). The vertical discharge allows for ducting to the top of the room for best air circulation and elimination of cold drafts on occupants. The exterior (grille side) of the unit must have no obstructions (trees, landscape materials, etc.) within 18 inches. Do not locate two units adjacent to each 1 other on an inside corner or where they may exhaust into each other. Provisions should be made to allow access to the indoor side of the unit for installation and inspection. The closet or access panel opening must be centered with the exterior wall opening and be at least 24" wide by 84" tall. Three (3) inches of unobstructed space is required on all sides of the SPX to allow for adequate air flow. At least 27 inches of unobstructed space should be provided in front of the access door to permit L268 2/09 Electrical Disconnect Rear Access Panel Approximate Fastener Locations removal of the unit should repair and inspection be required. For installations requiring access panels refer to unit brochure for panel dimensions. WALLSLEEVE INSTALLATION Refer to installation instructions packed with wall sleeve to assemble and mount it in the wall. Before unit installation, make sure sleeve components are not damaged, drain line is unobstructed and leak free. Check all seals to ensure that they are in position and un-damaged. Ensure that the bottom of the wall sleeve is . pitched 1/2 bubble toward the outside of the building so that rain water will drain to the outside (Fig. 4). Securely fasten the Architectural grille to the front of the sleeve using the supplied hardware. ****** WARNING ****** After sleeve installation ensure that the sleeve seal is in contact with the sleeve sides. Any air gaps must be sealed or outdoor air and/or water leakage will occur. Electrical Service Knock-out Figure 2 -General Assembly ****** WARNING ****** Make sure a high grade non- hardening sealant approved for exterior use has been applied between edge of the sleeve and the structure, on the inside and outside walls, to prevent air and water from migrating inside (Fig. 4). ELECTRICAL All wiring must comply with local and national code requirements. Any alteration of the internal wiring will void UL certification and manufacturer's warranty. Nameplate data indicates the operating voltage, phase, ampacity, maximum over current protection and minimum voltage. Units must never be installed or operated where voltage exceeds the nameplate voltage by more than 10%. Failure of the compressor as a result of operation with improper voltage voids the compressor replacement warranty. 2 Architectural Grille ****** WARNING ****** Architectural Grille must be installed prior to the installation of the SPX unit into the sleeve. The unit comes with a factory supplied disconnect, however, the contractor is responsible for providing over current protection on the branch circuit. Refer to the unit wiring diagram for single point electrical connection. These units are provided with a Class 2 transformer for 24 volt control circuits. Should any add-on equipment also have a Class 2 transformer furnished, care must be taken to prevent interconnecting outputs of the two transformers by using a thermostat with isolating contacts. ****** WARNING ****** There must be a minimum 3" clearance maintained around the SPX chassis on all sides for adequate airflow to achieve optimum performance. These guidelines give minimum spac- ing requirements only. It is acceptable to go beyond these limits at any time. INSTALLATION 1. Ensure that properly sized duct work is in place to mate to the supply connection on the SPX. 2. Remove the two clips holding the unit to the shipping pallet and remove unit from the shipping pallet. 3. Before setting unit into closet, remove upper side access panels and inspect the evaporator blower to ensure that the wheel turns freely without rubbing on the housing. Note: Remove the styrofoam ship- ping block supporting the blower assembly. Replace upper access doors prior to completing installation. 4. Remove disconnect and the rear access door to get to the loose items described in the packing list. Check all electrical connections and check the condenser fan to see that it turns freely. Note nameplate voltage, am- perage and fuse size for proper power supply. 5. The SPX is equipped with bend out flanges (Fig. 3), next to the evaporator coil, for the purpose of attaching a return air duct. If ducted return air is required these flanges must be bent 90 degrees away from the face of the evaporator coil along the perforations. Note: If the unit will not be connected to a fixed return duct these flanges must be broken off of the unit. 6. If an air filter is to be applied to the unit install the filter bracket by insert- ing the tab portion of the rack between the insulation and middle plate under the drain pan (Fig. 3). Place a 20" x 24" x 1" filter into the filter rack. In- sert the two tabs on the filter clip into the slots above the evaporator and hook the front flange under the filter flange to hold the filter in place. 7. A fresh air make up vent is located on the lower left side door (Fig. 3). Remove one screw and rotate the plate to expose the desired amount of vent opening. Replace the screw to hold the door in desired location. 8. Ensure that the wall sleeve is installed squarely and is secure before ****** WARNING ****** After removing the construc- tion debris guard, check the bottom of the pan to ensure that it is sloped one half bubble toward the outside. Ensure that the bottom of the pan and drain are clear of ob- struction and operational. ***** WARNING ***** SPX Heat Pump units op- erate with the reversing valve energized in the HEATING mode. The thermostat must be wired or configured accord- ingly or the unit will not operate properly. Ducted Return Air Flanges Thermostat Connection FreshAir Vent '"-" installing the unit. Note: After removing the construction debris guard, inspect the sleeve seal, which is supplied with the sleeve, to ensure that it is properly secured and aligned (Fig. 2). Use a high grade non- hardening sealant to close any gaps that may exist between the seal and the wall of the sleeve. 9. After the seal is inspected, lift the unit onto the base of the sleeve and slide the unit forward to engage the seal. The unit is fully engaged when the upper housing of the SPX is 1/2" away from the top inside edge of the sleeve. 10. Check that the unit is completely seated on all four sides against the wall sleeve seals. ****** WARNING ****** If unit is not sealed com- pletely, water and/or outside air will infiltrate into the closet. If necessary seal any openings that may exist. 11. Connect properly sized electrical service to the disconnect block. 12. Install a factory approved or equivalent thermostat according to "- Filter -~" Bracket --'] Air -"--" Filter --"-- --"--if Electrical -"--" Disconnect Figure 3 -Filter Bracket Detail 3 -- Filter Retainer directions furnished with the thermostat. The thermostat should be located on an inside wall where it will not be affected by drafts, sunlight or any other heat producing appliances. Connect thermostat wires to the thermostat following the wiring diagram attached to the unit. 13. Connect low voltage thermostat wires from remote thermostat to the SPX unit (Fig. 3). 14. Install ductwork onto unit dis- charge and ensure that the connec- tion is leak free. A flexible boot con- nection may be desirable to provide for more convenient installation and removal of the SPX unit. 15. Replace the rear access panel and disconnect. CONDENSATE DRAIN The SPX is designed so that the wall sleeve is the principle drain pan. Drain tubing is factory installed which drains evaporator condensate through the bottom of the unit which then is allowed to drain into the wall sleeve pan. Note: When preparing unit for installation check to ensure that the drain tubing from the evaporator is securely attached to the copper nipple in the pan under the compressor. The wall sleeve has a 3/4 NPT nipple located in the bottom for connection to a drain (Fig. 4). A trap may be required in the condensate drain line to prevent sewer gas from escaping into the room. Prior to unit installation ensure that the drain is unobstructed and leak free. AIR FILTER ****** WARNING ****** SPX units must not be operated under any circumstances with- out an air filter in place. All indoor return air must be filtered. The preferred methods are: 1. Use the factory supplied filter kit which attaches to the inlet of the evaporator and accepts a 20" x 24" x 1" field supplied throwaway type filter. 2. Use the filter kit supplied with the access panel which accepts a 20" x 20" x 1" throwaway type filter. 3. Install a filter in the return grille mounted in the wall. Any field installation of an air filter means must provide for use of a disposable filter which is no smaller than the face area of the evaporator coil. The air filter should be cleaned or replaced every 30 days or more frequently if severe conditions exist. EVAPORATOR BLOWER SPEEDS The unit contains a direct drive, multi-speed blower. The proper speeds have been preset at the factory for heating and cooling. Refer to wiring diagram for recommended blower speeds for specific models. {"" \ OPERATING INSTRUCTIONS Operation of the unit is automatic and will provide heating and cooling depending on the setting of the thermostat. Note: Loosen compressor mounting nuts if unit vibration is excessive. ****** WARNING ****** All panels must be installed and disconnect switch must be in place before operating unit. SYSTEM CHECK Cooling/Electric Heat Units 1. Set thermostat system switch to "Off' position and fan switch to "Auto" position. Apply power to the SPX unit. i._ _____ 7 Return Air SPXUnit 1/2 Bubble To Condensate Drain 6" min. " " Figure 4 -Side View 4 Sealant •. ~. d " Note: The SPX employs a random reset timer which delays unit operation up to 3 minutes following initial power application. Electronic thermostats may also employ internal reset timers which may further delay any changes which are made to the operation of the unit. 2. Set fan switch to "On", indoor blower should operate after the reset timer cycle is complete. 3. Return fan switch to "Auto", indoor blower should de-energize. 4. Set system switch to "Cool" and lower thermostat set point to coldest setting. The compressor should energize as well as the outdoor fan and indoor blower. 5. Return thermostat set-point to a temperature warmer than room temperature and the compressor and outdoor fan should de-energize. The indoor blower should remain in operation for an additional 45 seconds, then de-energize. Note: The SPX employs a compressor short cycle delay (-3 minutes) which will not allow the compressor to immediately restart following shut down. Additional delays may be experienced if using an electronic digital thermostat. 6. Move system switch to "Heat" and raise thermostat to a set point higher than room temperature. The indoor blower and electric heating element(s) should energize. 7. Return system switch to "Off" position. Note: The SPX features a low ambient compressor lock out switch which will not let the compressor energize in either cooling or heat pump mode when the outdoor ambient temperature is below 40 degrees F. ****** WARNING ****** SPX Heat Pump units operate with the reversing valve energized in the HEATING mode. The thermostat must be wired or configured accordingly or the unit will not operate properly. SYSTEM CHECK Heat Pump Units 1. Set thermostat system switch to "Off' position and fan switch to "Auto" position. Apply power to the SPX unit. Note: The SPX employs a random reset timer which delays unit operation up to 3 minutes following initial power application. Electronic thermostats may also employ internal reset timers which may further delay any changes which are made to the operation of the unit. 2. Set fan switch to "On", blower should operate after the reset timer cycle is complete. 3. Return fan switch to "Auto", blower should de-energize. 4. Set system switch to "Cool" and lower thermostat set point to coldest setting. The compressor should energize as well as the outdoor fan and indoor blower. 5. Return thermostat set-point to a temperature warmer than room temperature and the compressor and outdoor fan should de-energize. The indoor blower should remain in operation for an additional 45 seconds, then de-energize. Note: The SPX employs a short cycle delay (-3 minutes) which will not al- low the compressor to immediately restart following shut down. Additional delays may be experienced if using an electronic digital thermostat. 6. Move system switch to "Heat" and raise thermostat to a set point slightly higher than room temperature (less than 2 degrees). The compressor, outdoor fan and indoor blower should energize. 7. Raise set point to more than 2 degrees and the electric heaters should energize. The compressor and condenser fan will immediately de- energize. The compressor will remain locked out and the electric heat operating until the thermostat satisfies. Note: The SPX employs a compressor lock out which will not allow the compressor and electric heaters to energize at the same time. 8. Lower the set point to less than room temperature and the system should de-energize. 9. Return system switch to "Off" position. 5 MAINTENANCE Periodic maintenance is limited to: 1. Replacing the air filter monthly or more frequently if unusual conditions are encountered. Air filter size is 20" x 24" x 1" when using the factory filter frame and 20" x 20" x 1" when unsing the access panel. 2. Cleaning the outdoor coil of foreign material such as lint, dust, leaves or other obstructions as necessary. 3. Checking drain line and removing obstructions as necessary. ****** WARNING ****** It is illegal to discharge refrigerant into the atmosphere. Use proper reclaiming methods and equipment when installing or servicing this unit. Service should be performed by a QUALIFIED service agency. The refrigerant system contained in the unit normally requires no maintenance since it is a closed, self- contained system. If servicing or major repairs are required, the complete unit can be removed as follows: 1. Disconnect the electrical power circuit supplying the unit. 2. Remove disconnect pull and low voltage thermostat connector. 3. Remove rear access panel. 4. Remove supply duct from top of unit. 5. Slide unit back out of sleeve. 6. Unit may be removed from closet. To reinstall unit, use the installation procedure outlined above. **MAINTENANCE UPDATES** For a current copy of the Maintenance Program Jog on to www.firstco.com and look under "Product Informa- tion" ****** WARNING ****** Replace all access panels before turning on main power. r.,J. ~ ~ i g ~ ~ r.11 > ~ ~ H > = r.:i :=: = :o ~ 0) ii-3 r.,J. .~ ~ i-3 1-3 ~ r.,J. ~ ·•S . ""d .S3 ~ ~ '.Z :~ ~ ,~..1 > ! t'>.:11, J\TMOSPH!Jl!C VACUUM BR£/IKCR\ <:AS lltrlECT-VENT (OISCl•ll<RC!: MUST COMPl.Y WITH -; UI\SSJICIIUSITTJ'S STATI; CODE) \ J/ ~-TEMPERED WA'O!R TO HOIJSE. 130' IAAXIMUM. T4P VAi.VF:. TIE 10 LOC/ITIOH APPROVE:[> BY 1..OC-A!. COOE NCMIIV.1.. :J/ 4. SIZE "SPARCO AOUAIJ!X" 'IHERMOST/IJIC tJJXINC VM.VE, OR EOUAL CONTACT SPA/lCO, INC. AT ~01-738-4290. ~IIY.ING IIALl/1< 11.usr 8E INSTAIJ.to 13£1.0W T!iE TOP. OF THE WATER He:ATol\'. M.ft~-; '11·c.c..,;1'Ht?MbA"r11'rl,.,S V/1\TER HEATER TO GE• IU ACCO~O/\llCE IYJTH Tf.lE MASSACHUSETTS sr ... n: ENERGY CODE '//Atr.R lle:ATEP. ORA!M P/1.tl i'JSTN .. LED IN ACCORD/INC!: 'h1Tl·I fHE IMSSACHUSErl'S STATE CODE All. WA1'ER Pl~lltCl '.vlN.1.. 0£ IHSULA TfiO IN ACCOROANCE Wini lMSSt,C11usrns STATE ENERCV CODE. BR/.OFOP.O WHITT: ()IIS f'IREO WATER HEATE:R (OIi EOUAl,) C!:I .._ tt~;,_$0LD WAT£R -3/~· SHUT-OFf VAi.VE (Tri' ,, ' Ir'~~.,. . :s; ... -CHECK VM.VE WITH }y El'C-2X 2 GAU.OIi /"° EXPA>ISION T/,/>!11, "-.·p~:;~~~E;:::~r,, ~-~· Oil EOUAI,... 7i El.EClTIONICJ\lt.Y J = =-=-=:J CONlROLEO PUMP I .c~ . ~~ fWotrg \'· _, riM0 N~~i,1~1 ·jtl '>"i Sit,!.\ wrne: TO BRONZt l'UMP TO Ot!NN t...!..J t--!50~~R~~T~~ ~g;r;~~6~oM (Ot\lE\.OPEO 1..ENG1'-J) PIPINO LOOP 8!:IWE£H HOT WAlEII H!:#.ttR >NO rm con. SHN..l ee ·ar OOODRICH" Fl.OW QU,l,f!O COlD CP'VC pR. EOUA1.. HOT WATtR. TO SPACE He:...TER HOT Wll'T'ER COil. All 8R0NZe PUMP CHECK VlllVE: -INTtfillAl, IN PUMP SCAU::H,T,S, "'------~-=---------. Non~ STA:1£'. DF MA:· 248 CMP-CoD-f-oFTiH· srllrl or-MA. R:..£.Qu,·12.£.s A f UMP 11.rvu::n_,, ( Go Sf. C.ONDS Guf..fJ_y' b Hovfi-S) III. AIRPORT INFLUENCE AREA The ALUC establishes an Airport Influence Area for each airport in the region. The Influence Area encompasses those areas adjacent to airports which could be impacted by noise levels exceeding the California State Noise Standards or where height restrictions w~uld be needed to prevent obstructions to navigable airspace. The Airport Influence Area is generally the area in which current and future airport-related noise, overflight, safety and/or airspace protection factors may affect land uses or necessitate restrictions on the uses. The Airport Influence Area is determined by the location and configuration of the airport and the extent of the noise and safety impacts of the airport. The Airport Influence Area is also extended to include review of proposed construction, regardless of its proximity to an airport, when such construction requires FAA airspace hazard review under Part 77 of the Federal Aviation Regulations. The Airport Influence Area represents the boundary of the ALUC's planning and review authority for the Airport. The McClellan-Palomar Airport Influence Area is shown on Figure 2. The cities of Carlsbad, Encinitas, Vista, San Marcos, and Oceanside, through their community planning processes and zoning ordinances, retain land use control within the Airport Influence Area. IV. NOISE CONTOURS In California, the technique used for quantifying aircraft noise is the community noise equivalent level (CNEL). The CNEL is a descriptor of daily noise environment. It accounts for the magnitude, the time of day, and the frequency of occurrence of noise intrusions. The CNEL is calculated from the hourly noise by a formula prescribed in the California Noise Standards. CNEL is a 24-hour, time-weighted energy average noise level based on the A-weighted decibel. ~tis a measure of the overall noise experienced during an entire day. The term "time-weighted" refers to the penalties attached to noise events occurring during certain sensitive time period. In the CNEL scale, noise occurring between the hours of 7 p.m. and 10 p.m. is penalized by approximately five (5) decibels (dB). This penalty accounts for the greater potential for noise to cause communication interference during these hours, as well as typically lower ambient noise levels during these hours. Noise that takes place during the night, from 10 p.m. to 7 a.m., is penalized by ten (10) dB. This penalty was selected to account for the higher sensitivity to noise in the nighttime and the expected further decrease in background noise levels that typically occurs in the nighttime. As a practical matter, this means that aircraft events occurring during the evening hours are treated as approximately three (3) noise events for purposes of calculating CNEL values. Each aircraft noise event occurring during the nighttime hours is treated as if ten (10) aircraft noise events had occurred. The CNEL descriptor is used by the State of California to describe land use compatibility with respect to aircraft noise exposures. CNEL is also the noise descriptor standard defined in Title 21 of the CALIFORNIA CODE OF REGULATIONS, AIRPORT NOISE STANDARDS, and the standard specified for evaluation of exterior and interior noise impacts in the CALIFORNIA BUILDING CODE. The CNEL is also identified as one of two noise descriptors used in the preparation of a noise element of a general plan. Airport Land Use Compatibility Plan for McClellan-Palomar Airport Page5 (Amended October 4, 2004) FIGURE 2 -McCLELLAN-PALOMAR AIRPORT AIRPORT INFLUENCE AREA ··+--1 Page6 (Amended October 4, 2004) m (I) QJ ~ C: <( 0 N 0) 0 > C (I) .... ·;;: ::J "fi ii= .E <( t:'. +-' 0 .c a. .2> .... :a: .. , ... = it •::,, ....... ') /1...-1 ·-~:·1i ~ ...._ 0 U') z,- •.:::i;;.-= o-.... \.JJ ~::,, ____ z - c::,.UC::C::: O't c..,u., ~ cv,~ .. r~cnc::., --- i/"l...-,t;:~ >-g ~·~ Airport Land Use Compatibility Plan for McClellan-Palomar Airport The outside boundaries of the areas generally subject to such noise are usually portrayed by lines overlaid on a map of the area around the airport. These boundary lines are referred to as "noise contours." The noise contours provide one of the bases for delineating the airport's "Area of Influence." Individual contours appear on the map because the noise is loudest at the airport and dissipates at varying distances away from the airport depending on the location of the flight activity and the types of aircraft involved. The 60 and 65 dB CNEL noise contours are each significant because they establish the threshold for actions required in approving compatible land uses around an airport. The 60 dB CNEL noise contour is important because the CALIFORNIA BUILDING CODE'S Noise Insulation Standards require that all new hotels, motels, dormitories, apartment houses, and dwellings other than detached single-family residences with exterior noise exposures greater than 60 dB CNEL be sound insulated such that the interior noise level will not exceed 45 dB CNEL. Therefore, the 60 dB CNEL noise contour does not define a land area in which residential uses are unsuitable. Rather, the contour identifies an area in which a mitigation measure may have to be utilized to reduce the impact of aircraft noise on dwelling units and related uses. The 65 dB CNEL noise contour is important because both the Federal Aviation Regulations Part 150, Airport Noise Compatibility Planning (FAR Part 150) and the California Airport Noise Regulations (21 CAL.CODE REGS. §§5000, et seq.) define this noise contour as the boundary within which the noise environment is not suitable for residential land use, public and private schools, hospitals, convalescent homes, and churches and related uses. Specifically, as a means of implementing the Aviation Safety and Noise Abatement Act of 1979, the Federal Aviation Administration (FAA) adopted Regulations on Airport Noise Compatibility Planning, which are defined in FAR Part 150. As part of the FAR Part 150 Noise Control Program regulations, the FAA published guidelines to local authorities for determining acceptability and permissibility of residential land uses. The guidelines recommend a maximum amount of noise exposure, in terms of the cumulative noise metric Annual Day Night Average Sound Level (DNL) that might be considered acceptable or compatible to people in living areas.3 These noise levels are derived from case histories involving aircraft noise problems at civilian and military airports and the resultant commlmity responses. These guidelines provide that residential land use is deemed acceptable for noise exposures up to 65 dB DNL. Residential land uses are not acceptable at noise exposure levels greater than 65 dB DNL. In addition, the Aeronautics Division of the California Department of Transportation (Caltrans) administers the California Airport Noise Regulations (21 CAL.CODE REGS. §§5000, et seq.), which were adopted in 1971, pursuant to statutory mandate. See, CAL.PUB.UTIL.CODE §21669.4. The local jurisdiction is responsible for enforcing these regulations. For an airport designated as 3 DNL is very similar to CNEL. Both DNL and CNEL include a "nighttime" (10:00 p.m. -7:00 a.m.) penalty weighting for an aircraft offense occurring during that time period. However, CNEL also includes a lesser penalty weighting for "evening" flights (7:00 p.m. -10:00 p.m.) . Therefore, typically, DNL is about one dB lower than CNEL, although the difference may be greater if there is an abnormal concentration of noise events in the 7 p.m. to 10 p.m. time period. DNL is specified by the FAA for airport noise assessment and by the United States Environmental Protection Agency (EPA) for community noise and airport noise assessments. The FAA guidelines allow for the use of CNEL as a substitute to DNL. California uses CNEL for airport noise assessments. Airport Land Use Compatibility Plan for McClellan-Palomar Airport Page7 (Amended October 4, 2004) having a "noise problem" pursuant to 21 CAL.CODE REGS. §5020, these regulations establish 65 dB CNEL as a noise impact boundary within which there shall be no incompatible land uses. Four (4) types of uses are defmed as "incompatible:" (i) Residences, including, but not limited to, detached single-family dwellings, multi- family dwellings, high-rise apartments or condominiums and mobile homes, unless: (a) an avigation easement for aircraft noise has been acquired by the airport proprietor; or (b) the dwelling unit was in existence at the same location prior to January I, 1989, and has adequate acoustic insulation to ensure an interior CNEL due to aircraft noise of 45 dB or less in all habitable rooms;4 or (c) the residence is a high-rise apartment or condominium having an interior CNEL of 45 dB or less in all habitable rooms due to aircraft noise and an air circulation or air conditioning system, as appropriate; or ( d) the airport proprietor has made a genuine effort, as determined by the department, to acoustically treat residences or acquire avigation easements, or both, for the residences involved, but the property owners have refused to take part in the program; or ( e) the residence is owned by the airport proprietor; (ii) Public and private schools for which an avigation easement for noise has not been acquired by the airport proprietor, or that do not have adequate acoustic performance to ensure an interior CNEL of 45 dB or less in all classrooms due to aircraft noise; (iii) Hospitals and convalescent homes for which an avigation easement for noise has not been acquired by the airport proprietor, or that do not have adequate acoustic performance to ensure an interior CNEL of 45 dB or less in all rooms used for patient care due to aircraft noise; and (iv) Churches, synagogues, temples, and other places of worship for which an avigation easement for noise has not been acquired by the airport proprietor, or that do not have adequate acoustic performance to ensure an interior CNEL of 45 dB or less due to aircraft noise. 4 Acoustic treatment alone does not convert a residence having an exterior CNEL of 75 dB or greater due to aircraft noise to a compatible land use if the residence has an exterior normally compatible private habitable area, such as a backyard, patio or balcony. Page8 (Amended October 4, 2004) Airport Land Use Compatibility Plan for McClellan-Palomar Airport This requirement is based, in part, on the determination in the California Department of Transportation (Caltrans) regulations that 65 dB CNEL is the level of noise which should be a acceptable to " ... a reasonable man residing in the vicinity of an airport."5 The 70 dB CNEL noise contour defines a boundary within which the area is not suitable for numerous land uses, such as office buildings, auditoriums, churches, concert halls, and indoor arenas. CNEL values above 70 dB are projected to extend just beyond the airport boundary to College Boulevard to the west and El Camino Real to the east. Active, outdoor recreation, commercial uses and manufacturing uses are acceptable within the 70 dB CNEL noise contours. CNEL values above 75 dB extend just beyond the airport boundary. Figure 3 provides a land use compatibility matrix and implementation directives. This matrix identifies a range of land uses compatible with various projected annual CNEL values. The matrix can be used to determine the appropriateness of different planned land uses and must be used in determining whether a proposed land use is consistent with the ALUCP policies and guidelines. The area immediately surrounding the Airport is planned for industrial and commercial uses, which are generally compatible with the noise levels forecast around the Airport. Residential uses are planned in the area south of the Airport. Homes may, therefore, be impacted by noise within the 60 dB CNEL. Mitigation measures, such as air conditioning to allow windows to remain closed, would be appropriate to reduce the noise level inside these homes to a 45 dB CNEL interior noise level. A review of current land use and general plan data summarized on Table 1 shows little noise impact currently on existing uses. Several parcels lie within the 60 to 65 dB CNEL. The majority of the area impacted is planned for single family uses with the remainder planned for multiple residential; future development will require noise attenuation studies for these units to assure that interior levels will not exceed 45 dB CNEL. 5 The most appropriate application for structural sound insulation is for existing land uses. With regard to new development, sound insulation should be regarded as a measure of last resort. It is not a substitute for good land use compatibility planning in the first place. Airport Land Use Compatibility Plan for McClellan-Palomar Airport Page9 (Amended October 4, 2004) 'r City of Carlsbad 112628 12/27/2011 seem to be acceptable. Please provide the existing Acoustical Report or data showing no mechanical ventilation is required. If this project is in a noise compliant area of the City that requires an Acoustical Report, please provide it (the Acoustical Report) for plan check. Add an outside air design, if required. CBC 1207.11 8. Please provide the cut-_sheets and installation instructions for the proposed new HVAC equipment. Note: If you have any· questions· fEfgarding this Plumbing and Mechanical plan review.. .. - list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy)°where the corrected items have been addressed on the plans. ELECTRICAL and Eh!ERGY.COMMEr·ffS -------------- PLAN REVIEWER: Eric Jensen ELECTRICAL (2010 CALIFORNIA ELECTRICAL CODE) 1. Include the existing PTAC (room mechanical unit equipment) specifications (for comparisons with new loads). Note: If you have_ any questions regarding this Electrical and Energy plan review list please contact Eric Jensen at (8.58) 560-1468. To speed the review process, note on this list (or a copy) where the-correct~~ items have been addressed on the plans. END OF DOCUMENT • r Sl t-11 J.L,Af2. To ~sr. Pi-AC- Ut-'11 · SPU / SPU-HP Series Single Package Unit Straight Cool and Heat Pump 3/4 through 2 tons, up to 10 kW Electric Heat The Suite 20™ (20"W X 20"D) Heat & Cool Multiple Roomsv"" with one unit! Better Air Distribution The SPU Series "Suite 20™" is a compact, through the wall packaged HV AC system that can be ducted to individual rooms. Available in Straight Cool (SPU), Heat Pump (SPU- HP), and Hot Water (SPU-HW) models, it's slim design ( only 20" wide) uses minimal floor space. The unit installs in a closet having an exterior wall. Conditioned air from a single unit can be ducted to multiple rooms. Each SPU unit is controlled by a standard wall thermostat, just like your home. The "Suite io™" is the best choice for a superior HV AC system when designing: • Hotel / Motel Suites • High Rise Apartments / Condominiums • Renovation / Retrofit Projects • Assisted Living/ Independent Care • College Dormitories • Manufactured/ Modular Buildings Table of Contents SPU --Dimensions / Performance ................................ 2 SPU-HP --Dimensions / Performance .......................... 3 Features / Benefits ..................................................... 4,5 Additional Drawings ....................................................... 6 Required Closet Dimensions ......................................... 7 Accessories I Options .................................................... 8 Model Number Nomenclature ........................................ 8 Self-Contained Quick, Easy Installation "Rear Install" shown rb- 1 FIRST OPERATIONS, LP-P.O. Box 270969-Dallas, Texas 75227-Ph. (214) 388-5751 -Fax (214) 388-2255-www.firstco.com SPU Series Straight Cool / DUCT OPENING 11 --FILTER r10 =i s.1,a J--B 1- In keeping with its policy of continuous progress and product improvement, First Operations reserves the right to make changes without notice. Maintenance for all First Co. products is available under "Product Maintenance" at www.firstco.com. -- 66 c@us LISTED ER CONDENS OUTLET ......... 1111111 111111 r---i'---. A I 9,12,18SPU 6-1/2 I 24SPU 10 B 6-1/2 3 CONDENS INLET ER ELECTRICAL DATA (208/230V-1PH-60Hz) ELECTRIC HEAT DATA UNIT TOTAL HEATING MODEL kW BTUH AMPS,..-..._ ,---.._._ 230V1 208V.1 230V 208V 230V (208V -0 0 -0 0 0 0.0 0.0 9SPU -2 2 1.5 6800 5100 9.0 7.9 -3 3 2.25 10200 7700 13.2 11.5 -4 4 3 13600 10200 17.4 15.1 -0 0 0 0 0 0.0 0.0 -2 2 1.5 6800 5100 9.0 7.9 12SPU -3 3 2.25 10200 7700 13.2 11.5 -'I 4 3 13600 10200 17.4 15.1 -5 5 3.75 17000 12800 22.0 19.0 -0 0 0 0 0 0.0 0.0 -2 2 1.5 6800 5100 9.2 8.1 -3 3 2.25 10200 7700 13.4 11.7 18SPU -4 4 3 13600 10200 17.5 15.3 -5 5 3.75 17000 12800 22.0 19.0 -6 6 4.5 20500 15350 26.0 23.0 -8 8 6.0 27300 20500 34.0 30.0 -10 10 7.5 34100 25600 43.0 37.0 -0 0 0 0 0 0.0 1.0 -3 3 2.25 10200 7700 14.0 12.3 -4 4 3 13600 10200 18.2 15.9 24SPU -5 5 3.75 17000 12800 22.0 20.0 -6 6 4.5 20500 15350 27.0 23.0 -8 8 6.0 27300 20500 35.0 30.0 -10 10 7.5 34100 25600 43.0 38.0 BLOWER DATA 1111111 BLOWER DATA EVAPORATOR MOTOR AMPS HP .72 1/8 .72 1/8 .87 1/8 1.4 1/4 UNIT MOTOR CFM vs EXTERNAL STATIC PRESSURE MODEL SPEED CONN. (1) 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 HIGH 490 475 460 450 435 420 400 --- 9SPU MED 375 360 350 340 330 315 300 --- LOW 290 280 270 260 240 230 215 --- HIGH 490 475 460 450 435 420 400 --- 12SPU MED 375 360 350 340 330 315 300 --- LOW 290 280 270 260 240 230 215 --- HIGH 660 655 650 645 640 635 625 610 18SPU MED 580 578 575 570 565 560 550 540 LOW 485 480 475 470 465 460 455 450 HIGH 1030 1000 980 950 920 890 860 820 24SPU MED 880 860 840 820 790 760 730 700 LOW 770 760 750 740 720 700 680 660 (1) 12, 18 and 24SPU blower motors are factory wired for medium (cooling) and low (heating) fan operation. 9SPU is low speed for both. -2- ELEME BLOWER MOTOR 41-1/4 -NT ~ -- I LOW VOLTAGE 00 00 0 00 og 0 00 00 0 0 RETURN AIR ELECTRICAL /KNOCKOUT 0 ~ l-20-I CONDENSER DATA MINIMUM MAXIMUM CONDENSER CIRCUIT CIRCUIT SHIP COMPRESSOR MOTOR ~~ ACITY ':J;!g!_ECTION WT. RLA LRA FLA HP 208V 230V 208V 230V ½/ 7 'rs--' 15 4.0 20 .72 1/10 10 12 15 15 245 15 18 20 20 19 23 20 25 10 10 15 15 10 12 15 15 6.5 48 .72 1/10 15 18 20 20 245 19 23 20 25 24 28 25 30 13 13 15 15 13 13 15 15 15 18 20 20 9.0 48 .72 1/10 19 23 25 25 255 24 28 25 30 28 34 30 35 37 44 40 45 47 54 50 60 18 18 20 20 18 18 20 20 21 24 25 25 12.2 61 .74 1/8 26 28 30 30 255 30 34 35 35 39 45 45 50 48 55 50 60 COOLING / PERFORMANCE DAT A (3) STANDARD LOW TEMPERATURE UNIT MODEL RATING (1) RATING (2) BTUH BTUH 9SPU 7800 8300 12SPU 11500 12300 18SPU 18900 20000 24SPU 23800 25200 (1) Tested at 95°F DB/75°F WB outdoors and 80°F DB/67°F WB indoors. (2) Tested at 82°F BD/65°F WB outdoors and 80°F DB/67°F WB indoors (3) Meets current minimum Federal energy efficiency require- ments. Contact factory for further information. SPU-HP Series Heat Pump / DUCT OPENING / 11 ELEME BLOWER MOTOR NT -- FILTER --81- ~ 00 00 0 00 og 00 00 0 0 RETURN AIR In keeping with its policy of continuous progress and product improvement, First Operations reserves the right to make changes without notice. Maintenance for all First Co. products is available under "Product Maintenance" at www.firstco.com. 11111111 66 111111 ;· ELECTRICAL /KNOCKOUT 0. c@us LISTED A j 9,12,18SPU 6-1/2 I 24SPU 10 B 6-1/2 3 ELECTRICAL DATA (208/230V-1 PH-60Hz) CONDENS OUTLET ER ...____ CONDENS INLET ER ------. 111111 41-1/4 LOW VOLTAGE 1-20-[ ELECTRIC HEAT DATA BLOWER DATA CONDENSER DATA MINIMUM MAXIMUM TOTAL HEATING EVAPORATOR CONDENSER CIRCUIT CIRCUIT UNIT MODEL kW BTUH AMPS MOTOR COMPRESSOR MOTOR AMPACITY PROTECTION 230V 208V 230V 208V 230V 208V AMPS HP RLA LRA FLA HP 208V 230V 208V -2' 2 1.5 6800 5100 9.0 7.9 10 12 15 9SPU -3 ·HP 3 2.25 10200 7700 13.2 11.5 .72 1/8 4.0 20 .72 1/10 15 18 20 -4 4 3 13600 10200 17.4 15.1 19 23 20 -2 2 1.5 6800 5100 9.0 7.9 10 12 15 12SPU -3 -HP 3 2.25 10200 7700 13.2 11.5 .72 1/8 6.5 48 .72 1/10 15 18 20 -4 4 3 13600 10200 17.4 15.1 19 23 20 -5 5 3.75 17000 12800 22.0 19.0 24 28 25 -2 2 1.5 6800 5100 9.2 8.1 13 13 15 -3 3 2.25 10200 7700 13.4 11.7 15 18 20 -4 4 3 13600 10200 17.5 15.3 19 23 25 18SPU -5 -HP 5 3.75 17000 12800 22.0 19.0 .87 1/8 9.0 48 .72 1/10 24 28 25 -6 6 4.5 20500 15350 26.0 23.0 28 34 30 -8 8 6.0 27300 20500 34.0 30.0 37 44 40 -10 10 7.5 34100 25600 43.0 37.0 47 54 50 -3 3 2.25 10200 7700 14.0 12.3 18 18 20 -4 4 3 13600 10200 18.2 15.9 21 24 25 24SPU -5 -HP 5 3.75 17000 12800 22.0 20.0 1.4 1/4 12.2 61 .74 1/8 26 28 30 -6 6 4.5 20500 15350 27.0 23.0 30 34 35 -8 8 6.0 27300 20500 35.0 30.0 39 45 45 -10 10 7.5 34100 25600 43.0 38.0 48 55 50 IMPORTANT: Electrical data in the above table only applies to units manufactured after 8/1/2000 (date code GOS). Contact factory for electrical data for units manufactured prior to 8/1/2000. Compressors in these models (after 8/1/2000) do not operate simultaneously with heater elements. Models manufactured before 8/1/2000 (excluding the 24SPU-HP) did feature simultaneous operation and therefore had higher circuit ampacities. BLOWER DATA COOLING/ PERFORMANCE DATA (3) UNIT MOTOR CFM vs EXTERNAL STATIC PRESSURE MODEL SPEED CONN.(1) 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 STANDARD LOW TEMPERATURE UNIT MODEL RATING (1) RATING(2) BTUH BTUH HIGH 490 475 460 450 435 420 400 --9SPU-HP 7800 8300 9SPU-HP MED 375 360 350 340 330 315 300 --- LOW 290 280 270 260 240 230 215 --12SPU-HP 10900 12300 HIGH 490 475 460 450 435 420 400 --18SPU-HP 17100 18800 12SPU-HP MED 375 360 350 340 330 315 300 -· 24SPU-HP 23000 25200 LOW 290 280 270 260 240 230 215 --(1) 95°F DB/75°F WB outdoor -80°F DB/67°F WB indoor. 230V 15 20 25 15 20 25 30 15 20 25 30 35 45 60 20 25 30 35 50 60 HIGH 660 655 650 18SPU-HP MED 580 578 575 LOW 485 480 475 645 640 635 570 565 560 470 465 460 625 550 455 610 540 450 (2) 82°F DB/65°F WB outdoor -80°F DB/67°F WB indoor. (3) Meets current minimum Federal energy efficiency require- HIGH 1030 1000 980 950 920 890 860 820 24SPU-HP MED 880 860 840 820 790 760 730 700 LOW 770 760 750 740 720 700 680 660 (1) 12, 18 and 24SPU-HP blower motors are factory wired for medi- um (cooling/heat pump) and low (electric heating) fan operation. 9SPU-HP is low speed in all modes. ments. Contact factory for further information. HEATING/ PERFORMANCE DATA (3) STANDARD UNIT MODEL RATING(1) BTUH 9SPU-HP 7600 12SPU-HP 10600 SHIP WT. 245 245 255 255 18SPU-HP 16800 (1) 47°F DB/43°F WB outdoor -70°F DB/60°F WB indoor. 24SPU-HP 23500 -3- Filter Electrical Disconnect Approximate Fastener Locations Rough-in Dimensions 44"H X 21-5/8"W Architectural Grille (See P.8) Sleeve Seal Wall Sleeve (See P.8) ~utside Electrical Service Knockout Figure 1 -General Assembly FEATURES AND BENEFITS 1. Solid State Circuit Board -Incorporates the following control features: • Evaporator coil low temperature protection -During the cooling mode, should the evaporator coil experience either a low temperature condition that could result in ice build up on the coil or a reduced air flow situation, a temperature sensor attached to the coil will de-energize the SPU unit. The sensor will re-energize the SPU unit when the coil warms back up. • Low ambient lockout -Locks out compressor at ambient temperatures below 40°F to extend compressor life. • Random restart-When power is turned on after a power outage, a built-in random restart (3 to 4 minutes) prevents all compressors from restarting simultaneously. • Compressor restart delay-This delay (3 minutes) ensures that system pressures are allowed to equalize before a compressor restart, which extends compressor life. • Front desk control -When wired to a front desk console, each unit can then be enabled or disabled from the front desk, thus saving the energy used to condition unoccupied rooms. • Fan delay-A fan delay allows the evaporator blower to continue running for up to 45 seconds after the thermostat is satisfied. This feature maximizes cooling performance. 2. Service Pullout -Factory installed for service convenience and maintenance. 3. Adjustable fresh air (manual) -To meet code requirements for fresh air introduction. When opened, the fresh air vent (see Figure 8) allows up to 50 CFM of outside air to be introduced into the equipment closet. The air then mixes with return air entering the closet through the return air grille. 4. Wall-mounted thermostat -(See "accessories", P.8) The SPU is easily controlled by a standard low voltage wall thermostat rather than complicated unit-mounted controls. Low voltage wires are "stubbed" out the left side of the cabinet. -4- FEATURES AND BENEFITS (CONT.) 5. Wall Sleeve -(See Figures 1, 4 and 5) Rear or side install wall sleeves are provided for installation during rough-in and, when ready, the SPU unit is simply slid into the sleeve and the ductwork and electrical connected. The sleeve is a weight-bearing sleeve that supports the entire weight of the SPU unit and provides a weather tight seal against wind and water infiltration. A 3/4" male NPT fitting is provided in the bottom of the sleeve for field connection to a condensate riser. Four wall sleeve depths are available to accommodate wall thickness from 5" to 20". Each sleeve includes a factory installed "weather guard" to cover the sleeve opening during construction. 6. Unique "Sleeve Drain" Condensate System -(Also see Figure 4) A factory installed drain line connects the evaporator drain pan to a vertical pipe connection in the SPU base pan. Evaporator condensate is delivered from the SPU unit to a catch tray in the "Rear Install" sleeve shown wall sleeve and exits the sleeve through the 3/4" male NPT fitting. This design allows the plumber to completely pipe the drain to a condensate riser during the rough-in stage, thus eliminating condensate connection problems usually encountered when trying to connect the HV AC drain to the riser after the HV AC unit is installed in the closet. This features also allows the SPU unit to be removed for service without disconnecting the condensate piping! This configuration does not require any 7. Secondary overflow: If for any reason the primary condensate riser becomes clogged, water will fill the catch tray and then be diverted through the sleeve to the exterior of the building, rather than be allowed to overflow into the closet or living area. Rain water entering the sleeve is automatically diverted to the building exterior as well. 8. Ductable return air -(See Figure 7) Tabs are provided on the inlet of the evaporator coil to permit the connection of return air ductwork if required by local codes. However, most installations would not normally require ducted return air. 9. New ''Flush Style" Architectural Louver -(See Figure 6) This new louver is an attractive extruded aluminum architectural louver that attaches to the outside face of the wall sleeve. The blades of this unique grille recess into the wall sleeve for a neat, "flush" appearance. Louvers install from the inside of the wall sleeve. Do not install the SPU unit into the sleeve before installing the louver. 10. Filter Brackets -(See Figure 7) Filter Brackets and throw away filter are shipped with each unit and are field installed over the unit's evaporator coil. Filter size is 20 x 24 x 1. -5- Figure 2 SHOWN WITH OPTIONAL LOUVERED ACCESS PANEL (See P.8) NOTE: A solid door or panel in front with a side wall return air grill will result in lower sound levels. Figure 3 t Return Air SPU Unit Tilt Sleeve 1/2 Bubble to outside To Condensate Drain r··------------. ' I j__ _____ __, i : l CAULK IFJGURE5 I -1-1' I • : : r ~. l ___ . l ....J ... _, 6"min. ·f--Side Install Sleeve __,----~-------------",;-l]f,'%i"''" 1/4" min. Note: " IFIGURE4 I Side View " . (with "Rear Install" sleeve) UNIT/ SLEEVE DIMENSIONS Part Number Rear Install Side Install Fits Wall Thickness 936-18 936-118 5"·8"wall 936-28 936-128 8" -12" wall 936-38 936-138 12" -15" wall 936-48 936-148 15" -20"wall I I, ., I ._____-__ _ A 9" 13" 16" 21" I FIGURE6I (Unit shown with "Rear Install" sleeve ) " " Note: Separate wall mounting bracket is shipped with "side install" wall sleeves. "P" Trap is shown for illustration purposes only -It may not be required by local codes. 8 C 17" 26" 17" 30" 17" 33" 17" 38" Ducted Return Air Flanges Thermostat Connection Fresh Air Vent ~ ~~ ,.• -6- Service Pullout Filter __ /racket --...._ -~ jFIGURE7j Filter Bracket Detail jFJGUREBI Grille width is 22" Exterior ~-----~ Finish ~ Min. 2" Req'd : Instructions: One end of a 4" aluminum vent pipe is connected to the condenser venturi and the other end is connected to the side of the SPU cabinet. A mesh screen is installed inside the vent pipe and a metal plate on the side of the cabinet covers the opening of the vent pipe. Up to 50 CFM of fresh air is introduced into the equipment closet by removing the metal cover plate. The fresh air then mixes with the return air and is then pulled through the evaporator coil and into the supply duct. The cover plate can be re-installed to par- tially close the fresh air opening if less than 50 CFM is desired. An external source of negative pressure (i.e. a bathroom fan) could be used to introduce more than 50 CFM of fresh air. Consult with factory for further details. SPU Rear Installation Detail Unit must line up with door opening to facilitate removal when necessary Notes: 1. Sleeve rough-in opening is 44"(H) X 21-5/8"(W). 2. Bottom of opening should be approx. 6" above floor level. 3. Minumum 3" of clearance is required on all sides of the SPU unit. SPU Closet Dimensions -Rear Installation To find the minimum closet depth (dimension "C"), use the following method: 1~, f C ,Ir Determine dimension "A" which is the total finished wall thickness. -For 5"-8" outside wall thickness, subtract "A" from 29". I I : ; 27" (minimum) A-+',._ ("C" = 29 -"A") -For 8"-12" outside wall thickness, subtract "A" from 33". {11C11 = 33 -"A") -For 12"-15" outside wall thickness, subtract "A" from 36". ("C" = 36 -"A") SPU Closet Dimensions -Side Installation 27"min. t 12"min. Determine dimension "A" which is the total finished wall thickness. -For 5"-8" outside wall thickness, subtract "A" from 39". ("C" = 39 -"A") -For 8"-12" outside wall thickness, subtract "A" from 43". ("C" = 43 -"A") -For 12"-15" outside wall thickness, subtract "/Jt from 46". Notes: ("C" = 46 -"A") 1. Sleeve rough-in opening is 44"(H) X 21-5/8"(W). 2. Bottom of opening should be approx. 6" above floor level. 3. Minumum 3" of clearance is required on the sides of the SPU unit and 12" clearance on the rear of the unit • -7- ACCESSORIES (sleeve, louver, and thermostat required for each installation) COMPONENT DESCRIPTION DIMENSIONS PART SHIP (HXWXD) NUMBER WT. (EA.) For 5" -8" thick walls 43-3/4 X 21-3/8 X 26 936-1B 59 (4) REAR For 8" -12" thick walls 43-3/4 X 21-3/8 X 30 936-2B 63(4) INSTALL For 12" -15" thick walls 43-3/4 X 21-3/8 X 33 936-3B 68 (4) WALL For 15" -20" thick walls 43-3/4 X 21-3/8 X 38 936-4B 75(4) SLEEVES For 5" -8" thick walls 43-3/4 X 21-3/8 X 26 936-11B 58 (4) (2) SIDE For 8" -12" thick walls 43-3/4 X 21-3/8 X 30 936-12B 68 (4) INSTALL (3) For 12" -15" thick walls 43-3/4 X 21-3/8 X 33 936-13B 73(4) For 15" -20" thick walls 43-3/4 X 21-3/8 X 38 936-148 74(4) -~ Painted 44X22 G205S (1) 12 b (to match custom color) ARCHITECTURAL LOUVER Primer Coated (for field painting) 44X22 G205P 12 Ii' Straight Cool (24V) Digital 4-5/8 X 5 T630 --- L=-cool -off -heat, auto-on THERMOSTATS •• Heat Pump (24V) Digital w/emergency heat 4-5/8 X 5 T621-HP --- ~ cool -off -heat, auto • on NOTES: (1) "S" indicates custom color, to be provided by customer. Minimum order quantity is 20 per color. (2) Rear install application provides better access to the SPU unit and is recommended over "side install" wherever possible. (3) Side install application requires different closet size and configuration. (See P.7) Contact factory for further information. (4) All wall sleeves are shipped two (2) per carton. OPTIONAL ACCESSORIES (field installed) COMPONENT DESCRIPTION DIMENSIONS PART (HXW) NUMBER FRAME OPENING LOUVERED {1) 87X31 84X28 931-11 ACCESS I RETURN NON-LOUVERED (2) 87X31 84X28 931-12 AIR PANEL {3)(4) LOUVERED (1) 82X31 79X28 931-13 NON-LOUVERED (2) 82X31 79X28 931-14 CONDENSATE FLOAT SWITCH CLIPS ONTO EVAP. DRAIN PAN FLOAT SWITCH (MUST BE INSTALLED BEFORE UNIT IS SET IN E306 SLEEVE) NOTES: (1) Includes 20 x 24 x 1 filter. (2) Requires external return air grille and unit mount filter. (3) Both panels are insulated for sound reduction and have tamperproof screws. (4) Panels are shipped ten per carton. MODEL NUMBER NOMENCLATURE 18 SPU 5 -HP NOM. CAPACITY (CLG.) T 7y"ERSION HP -HEAT PUMP SHIP WT. 40 40 ... 9 • 9,000 BTUH 12-12,000 BTUH 18 • 18,000 BTUH 24 • 24,000 BTUH NO LETTERS -STRAIGHT COOL SERIES SPU -SLIM VERTICAL PTAC Catalog No. SPU305NP (Replaces SPU1105np) ELECTRIC HEAT 0=0kW @240V 3=3kW@ 240V 5=5kW@240V 6=6kW@240V 8=8 kW@240V 10 = 10kW@ 240V -8- NOTE: A solid door or panel with a side wall return air grille will result in lower sound levels. 31.00 ;ii 28.00 D OPEING INSIDE PART NO. "A" 931-11 67.00 931-13 82.00 "B" "A" FRAMED OPENING INSIDE "B" 84.00 79.00 -··i ~j\ ,.~ ~.,. ~ .... ,1 \{i: ·1 : ' ! . . 1 .. 1- ! !. \.Lew PT~ UNrr: -------------------·--------'---------------l ---------------~~ ---~--- PACKAGED TERMINAL AIR .::ONDITIONING v-: ~ I l i 51-llf' -6ASED ON, COP ! COOltfS I I I-If.AT~ . -1-~----~IQN SERV!Ci: 1CFM CAF.'ACJTY ,EER CA.~ACITY' ELECTRICAL DATA \ ,'i : MCA t·MCOF:I yoi..r I A-11\ ~a ;u,e!Gf.lT e1t1-1 .. SINGLE PACKAGE .. irFICAL · 350 ll,4'D!Z) I 1· ·) ~KiiCAL !;,iii" 1·~4 &WIO '>....J rGfAc 5iNGI..EP~ TrFICAI. 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I 32 B~J-* A MA\h ~Y:':lTB'1 TO AIR Gll~r{fiT!E!! pp..)ll/l!,loo · .#NP ,¾.~ ~C.ctt'lf.r-lPEP ~A'Tlm AIR 8ALA':!CE·.cctNCIL 1-!ANDeoc;K FrtOV!DE A~~ tiOl=ffi!D ~ ~~. e'r' .~NM,,~ ~ ca.iTP,f.CTO'rr',, AND ~"MIT 3 $[TS re ~I.Al...t~T!C!,! .!)?--'D ,A~7:/,i\L !c''r' n.n; SPXR-A / SPXR-HP-A Series Single Package Vertical Unit Straight Cool and Heat Pump 3/4 through 2 tons, up to 10 kW Electric Heat .--------_-_-..:::_-..::::::.::.::.::=::;------. The SPXR-A Series "Suite 20" is a compact, through-the- • . l • l I ' l ' ' ~ 1· : { ' ~. ,1_.....-__;) ~;:::------ r "Rear install" shown wall single package vertical HVAC unit that delivers condi- tioned air from a single unit to multiple rooms. The SPXR- A series is available in straight cool (SPXR-A) or heat pump (SPXR-HP-A) models. Having a small footprint (20" X 20") allows the SPXR-A to use a minimal amount of floor space. The SPXR-A installs easily into a closet having an exterior wall. Like your home, a standard wall mounted thermostat controls the SPXR-A unit. Applications for the SPXR-A include: • Hotels I Motels • High rise apartments / Condominiums • Assisted Living / Independent care facilities • Student housing • Manufactured / Modular buildings Standard Features: (see pages 4 and 5 for further information) • Completely pre-charged with environmentally friendly R-410A refrigerant • Easy access for in-place service of most components • Multi-function micro-processor board that includes the following functions: o Evaporator coil low temperature protection o Low ambient lockout o Random restart o Compressor restart delay o Front desk control capability o Fan-off delay in the cooling mode • Service disconnect • Completely insulated cabinet tor sound attenuation and weather infiltration • Adjustable fresh air damper • No tool needed to replace the tilter • Weight-supporting, single piece wall sleeves (except side access sleeves) for various wall thicknesses from 5" to 20" • Sleeves have primary condensate drain connection with secondary overflow to building exterior • All sleeves are shipped with a weather guard • Flush type exterior architectural louvers Optional Features: (see page 8) • Side access wall sleeves (rear access is standard) • Custom painted exterior architectural louvers · • Hurricane louver/ sleeve combinations • Various louvered and non-louvered interior access panels • Digital wall mount thermostats with or without high and low temperature limits FIRST CO. -P.O. Box 270969-Dallas, Texas 75227-Ph. (214) 388-5751 -Fax (214) 388-2255 -www.firstco.com SPXR-A Series Cooling Only In keeping with its policy of continuous progress and product improvement, First Co. reserves the right to make changes without notice. Maintenance for all First Co. products is available under "Product Maintenance" at www.firstco.com. / DUCT OPENING / !1 ELEME BLOWER MOTOR NT --- FILTER --B 1-~8 .o r10 =i s-1,a 1- 00 00 0 00 00 0 0 00 00 0 0 RETURN AIR 11111111 111111 66 ;· A B I 9,12,18SPXR-A 6-1/2 6-1/2 I 24SPXR-A 10 3 ER CONDENS OUTLET ......... CONDENS ER INLET LOW 1111111 41-1/4 VOLTAGE ELECTRICAL DATA (208/230V-1PH-60Hz} UNIT MODEL \kw 2aov, 208V -0-A 0 I~ 9SPXR -2-A 2 -3-A 3 -4-A 4 -0-A 0 0 -2-A 2 1.5 12SPXR -3-A 3 2.25 -4-A 4 3 ·5-A 4.5 3.38 ·0·A 0 0 -2-A 2 1.5 -3-A 3 2.25 "":ir-Jr"" 4 3 18SPXR _5_A 4.5 3.38 -6-A 6 4.5 -8-A 8 6.0 ·10-A 9 6.75 -0-A 0 0 -3-A 3 2.25 -4-A 4 3 24SPXR -5-A 4.5 3.38 -6-A 6 4.5 -8-A 8 6.0 -10-A 9 6.75 BLOWER DATA UNIT MOTOR MODEL SPEED CONN.(1) 0.05 HIGH 490 9SPXR-A MED(H&C) 390 LOW 310 HIGH 490 12SPXR-A MED(H&C) 400 LOW 310 HIGH 740 18SPXR-A MED(C) 670 LOW(H) 560 HIGH 920 24SPXR-A MED(C) 870 LOW(H) 760 (1) Factory Settings: ELECTRIC HEAT DATA BLOWER DATA CONDENSER DATA MINIMUM MAXIMUM TOTAL HEATING EVAPORATOR CONDENSER CIRCUIT CIRCUIT BTUH COMPRESSOR AMPS MOTOR MOTOR ~PACITY Pf!QTECTION 230V 208V 230V 208V AMPS 0 0 0.0 0.0 6800 5100 9.0 7.9 .72 10200 7700 13.2 11.5 13600 10200 17.4 15.1 Ii 0 0.0 0.0 5100 9.0 7.9 7700 13.2 11.5 .72 10200 17.4 15.1 11500 19.5 17.0 0 i 0.0 0.0 6800 9.2 8.1 10200 13.4 11.7 13600 17.6 15.3 .87 15350 19.6 17.1 20500 15350 1J 22.5 27300 20500 29.7 30700 23000 33.3 0 0 0.03\ 0.0 10200 7700 15.3 13.6 13600 10200 19.5 ! 15350 11500 21.6 2.8 20500 15350 27.8 27300 20500 36.2 30700 23000 40.3 CFM vs EXTERNAL STATIC PRESSURE 0.10 0.15 0.20 0.25 0.30 0.35 0.40 480 465 450 440 430 420 410 380 370 360 350 340 330 320 300 290 280 270 260 245 230 480 470 460 450 440 425 410 390 380 370 360 350 335 320 300 290 280 270 260 250 240 730 715 700 685 670 650 630 660 645 630 615 600 585 570 550 545 530 515 500 485 470 900 880 860 835 810 785 760 860 850 840 820 800 775 750 750 740 730 720 710 700 690 HP RLA LRA FLA HP 208V 230V (208V -r 7 15 1/8 4.4 25 .50 1/15 10 12 15 15 17 15 19 22 20 9 9 15 10 12 15 1/8 5.6 29 .72 1/10 15 17 15 19 22 20 22 25 25 12 12 20 12 12 20 15 17 20 1/8 43 .72 1/10 19 22 20 6.5 22 25 25 28 33 30 37 43 40 42 48 45 17 17 20 17 19 20 21 24 25 1/3 9.9 54 .74 1/8 24 27 25 30 35 30 39 45 40 44 50 45 COOLING/ PERFORMANCE DATA STANDARD UNIT MODEL RATING (1) EER BTUH 9SPXR-A 8900 9.0 12SPXR-A 11500 9.0 18SPXR-A 17400 9.0 24SPXR-A 21500 9.0 (1) Tested at 95°F DB/75°F WB outdoors and 80°F DB/67°F WB indoors. (2) Tested in accordance with ARI Standard 390. 230V 15 15 20 25 15 15 20 25 25 20 20 _gg___ 25 25 35 45 50 20 20 25 30 35 45 50 (H) = Heating, (C) = Cooling -2- SHIP WT. 245 245 255 255 / DUCT OPENING FILTER SPXR-HP-A Series / _l1 Heat Pump In keeping with its policy of continuous progress and product improvement, First Co. reserves the right to make changes without notice. Maintenance for all First Co. products is available under "Product Maintenance" at www.firstco.com. A B I 9,12,18SPXR·A 6-1/2 6-1/2 I 24SPXR·A 10 3 ELECTRICAL DATA {208/230V·1 PH-60Hz) CONDENS OUTLET ER - CONDENS INLET ER 11111111 '~ 111111 ELECTRIC HEAT DATA TOTAL HEATING UNIT MODEL kW BTUH AMPS 230V 208V 230V 208V 230V 208V -2 2 1.5 6800 5100 9.0 7.9 9SPXR -3 -HP-A 3 2.25 10200 7700 13.2 11.5 -4 4 3 13600 10200 17.4 15.1 ·2 2 1.5 6800 5100 9.0 7.9 12SPXR -3 -HP-A 3 2.25 10200 7700 13.2 11.5 -4 4 3 13600 10200 17.4 15.1 -5 4.5 3.38 15350 11500 19.5 17.0 -2 2 1.5 6800 5100 9.2 8.1 -3 3 2.25 10200 7700 13.4 11.7 -4 4 3 13600 10200 17.6 15.3 18SPXR -5 -HP-A 4.5 3.38 15350 11500 19.6 17.1 -6 6 4.5 20500 15350 25.9 22.5 -8 8 6.0 27300 20500 34.2 29.7 -10 9 6.75 30700 23000 38.4 33.3 -3 3 2.25 10200 7700 15.3 13.6 ·4 4 3 13600 10200 19.5 17.3 24SPXR -5 ·HP-A 4.5 3.38 15350 11500 21.6 19.1 ·6 6 4.5 20500 15350 27.8 24.5 ·8 8 6.0 27300 20500 36.2 31.7 ·10 9 6.75 30700 23000 40.3 35.3 NOTE: 1 ELEMENT 66 111111 BLOWER DATA EVAPORATOR MOTOR AMPS HP .72 1/8 .72 1/8 .87 1/8 2.8 1/3 BLOWER MOTOR 41-1/4 LOW VOLTAGE . CONDENSER DATA CONDENSER COMPRESSOR MOTOR RLA LAA FLA HP 4.4 25 .50 1/15 5.6 29 .72 1/10 6.5 43 .72 1/10 9.9 54 .74 1/8 00 og gg 0 0 00 og MINIMUM CIRCUIT AMPACITY 208V 230V 10 12 15 17 19 22 10 12 15 17 19 22 22 25 12 12 15 17 19 22 22 25 28 33 37 43 42 48 17 19 21 24 24 27 30 35 39 45 44 50 RETURN AIR MAXIMUM CIRCUIT PROTECTION 208V 230V 15 15 15 20 20 25 15 15 15 20 20 25 25 25 20 20 20 20 20 25 25 25 30 35 40 45 45 50 20 20 25 25 25 30 30 35 40 45 45 50 Compressors in these models do not operate simultaneously with heater elements. BLOWER DATA MOTOR CFM vs EXTERNAL STATIC PRESSURE UNIT MODEL SPEED CONN. (1) 0.05 0.10 0.15 0.20 0.25 0.30 0.35 HIGH 490 480 465 450 440 430 420 9SPXR-HP·A MED(H&C) 390 380 370 360 350 340 330 LOW 310 300 290 280 270 260 245 HIGH 490 480 470 460 450 440 425 12SPXR-HP·A MED(H&C) 400 390 380 370 360 350 335 LOW 310 300 290 280 270 260 250 HIGH 740 730 715 700 685 670 650 18SPXR-HP·A MED(C) 670 660 645 630 615 600 585 LOW(H) 560 550 545 530 515 500 485 HIGH 920 900 880 860 835 810 785 24SPXR-HP-A MED(C) 870 860 850 840 820 800 775 LOW(H) 760 750 740 730 720 710 700 (1) Factory Settings: (H) = Heating, (C) = Cooling 0.40 410 320 230 410 320 240 630 570 470 760 750 690 COOLING/ PERFORMANCE DATA STANDARD UNIT MODEL RATING(1) EER BTUH 9SPXR·HP·A 8900 9.0 12SPXR-HP·A 11400 9.0 1 SSPXR-HP·A 17200 9.0 24SPXR-HP·A 21300 9.0 (1) 95°F DB/75°F WB outdoor -80°F DB/67°F WB indoor. (2) Tested in accordance with ARI Standard 390. HEATING/ PERFORMANCE DATA (3) STANDARD UNIT MODEL RATING (1) BTUH 9S PXR-HP-A 8500 12SPXR·HP-A 11500 18SPXR·HP-A 16700 24SPXR-HP·A 20300 (1) 47°F DB/43°F WB outdoor, 70°F DB/60°F WB indoor. -3 - COP (47°) 3.0 3.0 3.0 3.0 SHIP WT. 245 245 255 255 Filter Electrical Disconnect Rear Access Panel Approximate Fastener Locations Electrical Service Knockout Figure 1 -General Assembly FEATURES AND BENEFITS 1. Solid State Circuit Board -Incorporates the following control features: Rough-in Dimensions 4411H X 21-5/811W Architectural Grille (See P.8) Sleeve Seal Wall Sleeve (See P.8) • Evaporator coil low temperature protection -During the cooling mode, should the evaporator coil experience either a low temperature condition that could result in ice build up on the coil or a reduced air flow situation, a temperature-sensor attached to the coil will de-energize the SPXR-A unit. The sensor will re-energize the SPU unit when the coil warms back up. • Low ambient lockout -Locks out compressor at ambient temperatures below 40°F to extend compressor life. • Random restart -When power is turned on after a power outage, a built-in random restart (3 to 4 minutes) prevents all compressors from restarting simultaneously. • Com press or restart delay -This delay ensures that system pressures are allowed to equalize before a compressor restart, which extends compressor life. • Front desk control -When wired to a front desk console, each unit can then be enabled or disabled from the front desk, thus saving the energy used to condition unoccupied rooms. • Fan delay -A fan delay allows the evaporator blower to continue running for up to 45 seconds after the thermostat is satisfied. This feature maximizes cooling performance. 2. Service Pullout -Factory installed for service convenience and maintenance. 3. Adjustable fresh air (manual) -To meet code requirements for fresh air introduction. When opened, the fresh air vent (see Figure 8) allows up to 50 CFM of outside air to be introduced into the equipment closet. The air then mixes with return air entering the closet through the return air grille. 4. Wall-mounted thermostat -(See "accessories", P.8) The SPXR-A is easily controlled by a standard low voltage wall thermostat rather than complicated unit-mounted controls. Low voltage wires are "stubbed" out the left side of the cabinet. -4- FEATURES AND BENEFITS (CONT.) 5. Wall Sleeve -(See Figures 1, 4 and 5) Rear or side install wall sleeves are provided for installation during rough-in and, when ready, the SPXR-A unit is simply slid into the sleeve and the ductwork and electrical connected. The sleeve is a weight-bearing sleeve that supports the entire weight of the SPXR-A unit and provides a weather tight seal against wind and water infiltration. A 3/4" male NPT fitting is provided in the bottom of the sleeve for field connection to a condensate riser. Four wall sleeve depths are available to accommodate wall thickness from 5" to 20". Each sleeve includes a factory installed "weather guard" to cover the sleeve opening during construction. 6. Unique "Sleeve Drain" Condensate System -(Also see Figure 4) A factory installed drain line connects the evaporator drain pan to a vertical pipe connection in the SPXR-A base pan. Evaporator condensate is delivered from the SPXR-A unit to a "Rear Install" sleeve shown catch tray in the wall sleeve and exits the sleeve through the 3/4" male NPT fitting. This design allows the plumber to completely pipe the drain to a condensate riser during the rough- in stage, thus eliminating condensate connection problems usually encountered when trying to connect the HV AC drain to the riser after the HVAC unit is installed in the closet. This features also allows the SPXR-A unit to be removed for service without disconnecting the condensate piping! This configuration does not require any additional closet space to make the drain connection, as do some competitive products. 7. Secondary overflow: If for any reason the primary condensate riser becomes clogged, water will fill the catch tray and then be diverted through the sleeve to the exterior of the building, rather than be allowed to overflow into the closet or living area. Rain water entering the sleeve is automatically diverted to the building exterior as well. 8. Ductable return air -Return air can be ducted to the unit. However, most installations would not normally require ducted return air. 9. New "Flush Style" Architectural Louver -(See Figure 6) This new louver is an attractive extruded aluminum architectural louver that attaches to the outside face of the wall sleeve. The blades of this unique grille recess into the wall sleeve for a neat, "flush" appearance. Louvers install from the inside of the wall sleeve. Do not install the SPXR-A unit into the sleeve before installing the louver. 10. Filter Brackets -(See Figure 7) Filter Brackets and throw away filter are shipped with each unit and are field installed over the unit's evaporator coil. Filter size is 18 x 24 x 1. -5- Figure 2 ', ., --I, ----I SHOWN WITH OPTIONAL LOUVERED ACCESS PANEL (See P.8) NOTE: A solid door or panel in front with a side wall return air grill will result in lower sound levels. Figure 3 t Conditioned .. / Air Outside Air Outlet t .. / Outside Air Return Air SPXR-A Unit Tilt Sleeve 1/2 Bubble to outside 6"min. 4 IFIGURE4 I Side View r··-·--------·· . ' I 1._ _____ ~ i : : ' (with "Rear Install" sleeve) 4 UNIT/ SLEEVE DIMENSIONS Part Number Rear Install Side Install Fits Wall Thickness 936-18 936-118 5"-B"wall 936-28 936-128 8"-12"wall 936-38 936-138 12" -15" wall 936-48 936-148 15"-20"wall ! I I I '----_j :,_· .. A 9" 13" 16" 21" I FIGURE 61 (Unit shown with "Rear Install" sleeve ) "' CAULK 1/4" min. '-Note: -1' -1' : r1 I FIGURE 5 I ~, ~ _ _J: I _.J Side Install Sleeve Note: Separate wall mounting bracket is shipped with "side install" wall sleeves. "P" Trap is shown for illustration purposes only -It may not be required by local codes. B C 17" 26" 17" 30" 17" 33" 17" 38" Ducted Return Air Flanges Thermostat Wiring Fresh Air Vent -6- Filter Bracket IFIGURE7 I Filter Bracket Detail One end of a 3" aluminum vent pipe is connected to the condenser venturi and the other end is connected to the side of the SPXR-A cabinet. A mesh screen is installed inside the vent pipe and a metal plate on the side of the cabinet covers the opening of the vent pipe. Up to 50 CFM of fresh air is introduced into the equipment closet by removing the metal cover plate. The fresh air then mixes with the return air and is then pulled through the evaporator coil and into the supply duct. The cover plate can be re-installed to par- tially close the fresh air opening if less than 50 CFM is desired. An external source of negative pressure (i.e. a bathroom fan) could be used to introduce more than 50 CFM of fresh air. Consult with factory for further details. !FIGURE al SPXR-A Rear Installation Detail Grille width is 22" or 22-3/4" Exterior ~ -· · -·;· Finish ... ~ Notes: Sleeve rough-in opening is 44"(H) X 21-5/S"(W). Min. 2" Req'd : Unit must line up with door 1. opening to facilitate removal 2. when necessary 3. Bottom of opening should be approx. 6" above floor level. Minumum 3" of clearance is required on all sides of the SPXR-Aunit. SPXR-A Closet Dimensions -Rear Installation Instructions: Notes: 1. 2. 3. To find the minimum closet depth (dimension "C"), use the following method: Determine dimension "A" which is the total finished wall thickness. -For 5"-8" outside wall thickness, subtract "A" from 29". ("C" = 29 -"A") -For 8"-12" outside wall thickness, subtract 'W' from 33". ("C" = 33 -"A") -For 12"-15" outside wall thickness, subtract "Pt from 36". ("C" = 36 -"/l:') I 1. f c ,I r7 I l : : 27" (minimum) A_..,.__ SPXR-A Closet Dimensions -Side Installation t 12"min. ........... ·············· Sleeve rough-in opening is 44"(H) X 21-5/8"(W). Bottom of opening should be approx. 6" above floor level. Determine dimension "Pt which is the total finished wall thickness. -For 5"-8" outside wall thickness, subtract "/lt from 39". ("C" = 39 -"A") -For 8"-12" outside wall thickness, subtract "A" from 43". ("C" = 43 -"A") -For 12"-15" outside wall thickness, subtract "N' from 46". ("C" = 46 -"A") Minumum 3" of clearance is required on the sides of the SPXR-A unit and 12" clearance on the rear of the unit . -7- ACCESSORIES (sleeves, louver, and thermostat required for each installation) ACCESSORY DESCRIPTION DIMENSIONS PART NUMBERS SHIP WT. (EA) (HXWXD) STANDARD SLEEVES HURRICANE (5) REAR INSTALL SIDE INSTALL (3) REAR INSTALL REAR SIDE (non-Hurricane) (non-Hurricane) (side install n/a) For 5" -8" thick walls 43-3/4 X 21-3/8 X 26 936-18 936-118 936-1H 59 (4) 64(4) WALL SLEEVES For 8" -12" thick walls 43-3/4 X 21-3/8 X 30 936-28 936-128 936-2H 63 (4) 68(4) (2) For 12" -15" thick walls 43-3/4 X 21-3/8 X 33 936-38 936-138 936-3H 68 (4) 73(4) For 15" -20" thick walls 43-3/4 X 21-3/8 X 38 936-48 936-148 936-4H 75(4) 80(4) Custom Primered Anodized Painted (for field painting) Aluminum ARCHITECTURAL Standard 44x22 G205S (1) G205P G205A 12 LOUVERS Hurricane 45-5/8 X 22-3/4 G215S (1) G215P G215A 22 Straight Cool (24V) • Digital 4x5 T630NC C:,IQC:, ---cool -off -heat, auto -on (Horizontal) .;:;:'-.,. w/llmits-(6-wire) -----·-- Heat Pump (24V) • THERMOSTATS Digital w/emergency heat 4x5 T621-HPNC C:,IQC:, cool -off-heat, auto -on (Horizontal) ........ -. --- w/limits-(6-wire) -----. ------- Proggramble (5-2) -st. Cool/Ht. Pump (24V) 4x5 T62200NC -c:::icc::>. cool-off-heat, auto-on (Horizontal) -:-Oooo --- w/em. Ht. & limits (6-wire) i NOTES: "S" indicates custom color, to be provided by customer. Minimum order quantity is 20 per color. (1) (2) (3) (4) (5) Rear install application provides better access to the SPXR-A unit and is recommended over "side install" wherever possible. Side install application requires different closet size and configuration. (See P.7) Contact factory for further information. NOTE: A solid door or panel with a side wall return air grille will result in lower sound levels. All wall sleeves are shipped two (2) per carton. Hurricane sleeves require special louver (see "Architectural Louvers" above) (contact the factory for information about hurricane sleeves and louvers) OPTIONAL ACCESSORIES (field installed) COMPONENT DESCRIPTION DIMENSIONS PART (HXW) NUMBER FRAME OPENING LOUVERED (1) 87X31 84X28 931-11 ACCESS/ RETURN NON-LOUVERED (2) 87X31 84X28 931-12 AIR PANEL (3)(4) LOUVERED (1) 82X31 79X28 931-13 NON-LOUVERED (2) 82X31 79X28 931-14 NOTES: (1) Includes 18 x 24 x 1 filter. (2) Requires external return air grille and unit mount filter. (3) Both panels are insulated for sound reduction and have tamperproof screws. (4) Panels are shipped ten per carton. MODEL NUMBER NOMENCLATURE 18 SPX R 5 HP -A SHIP WT. 55 55 NOM. CAPACITY (CLG.) T T ,:::_REVISION ty§RSION 9 • 9,000 BTUH 12 • 12,000 BTUH 18 -18,000 BTUH 24 • 24,000 BTUH SERIES SPX· SLIM VERTICAL PTAC REFRIGERANT R=R-410A Catalog No. SPXR-A911 (Replaces SPXR-A811 A) HP-HEAT PUMP NO LETTERS· STRAIGHT COOL ELECTRIC HEAT 0=0kW@240V 3=3kW @240V 5=5 kW@240V 6=6kW@240V 8=8 kW@ 240V 10 = 10kW@ 240V -8 - 31.00 ~ 28.00 OPENING INSIDE u9u UA" FRAMED OPENING INSIDE PART NO. "A" "B" 931-11 87.00 84.00 931-13 82.00 79.00 • ATAS INTERNATIONAL, INC. SPECIFICATION DATA SHEET 1. PRODUCT NAME DUTCH SEAM™ PANEL 2. MANUFACTURER ATAS INTE_RNATIONAL, INC. website: www.atas.com email: info@atas.com Corporate Headquarters: Allentown, PA 18106 Phone: (610) 395-8445 Fax: (610) 395-9342 Western Facility: Mesa, AZ 85204 Phone: (480) 558-721 O Fax: (480) 558-7217 Southern Facility: Maryville, TN 37801 Phone: (800) 468-1441 3. PRODUCT DESCRIPTION Basic Uses: Dutch Seam panels with the Wind-Lok application are used for roofing on both new construction and re-roof applications. This is a structural panel and can be fastened directly to purlins as well as to solid substrate. Dutch Seam panels can be tapered for placement on a conical roof. Composition and Materials: Dutch Seam panels are roll-formed from .032, . 040 Aluminum or 24 gauge Metallic Coated Steel. 16 oz. and 20 oz. Copper, 22 gauge Metallic Coated Steel and 24 gauge 55% Al- Zn Coated Steel with acrylic coating may be specified, subject to minimum quantities and lead time. Sizes and Profiles: Dutch Seam panels are 11 "wide (MRD110), 15" wide (MRD150), or 19 ¼" wide (MRD194). Panel lengths are cut to customer specifications, with a minimum of 2' and a maximum to transportation limitations. Specify with or without stiffening ribs. Color and Finish: A choice of 30 colors is available in the KYNAR 500® PVDF or HYLAR 5000® PVDF finish. (Request color chart or chips). An anodized finish is available in clear or dark bronze. Texture may be smooth or stucco embossed. 4. TECHNICAL DATA KYNAR 500® PVDF or HYLAR 5000® PVDF based finishes tested by paint supplier for: Dry Film Thickness: ASTM D 1005, ASTM D 1400, ASTM D 4138 or ASTM D 5796 Dutch Seam™ is a trademark of ATAS International, Inc. KYNAR soo• is a registered trademark of Arkema. HYLAR sooo• is a registered trademark of Solvay Solexis, Inc. © 2009 ATAS International, Inc. Specular Gloss: ASTM D 523 Pencil Hardness: ASTM D 3363 T-Bend Flexibility: ASTM D 4145 Mandrel Bend Flexibility: ASTM D 522 Impact Resistance: ASTM D 2794 Adhesion: ASTM D 3359 Water Immersion Resistance: ASTM D 870 Abrasion Resistance: ASTM D 968 Acid Resistance: ASTM D 1308 Acid Rain Resistance (Kesternich): ASTM G 87 or DIN 50018 Salt Spray: ASTM B 117 Cyclic Salt Spray: ASTM D 5894 and ASTM D5487 Humidity Resistance: ASTM D 2247 Accelerated Weathering: ASTM D 822 and ASTM G 23, ASTM G 151 or ASTM G 153 Color Retention, Florida Exposure: ASTM D2244 Chalking Resistance -ASTM D 4214 Cleveland Condensing Cabinet: ASTM D 4585 Cure Test, MEK Resistance: ASTM D 5402 Alkali Resistance, Sodium Hydroxide: ASTM D 1308, Procedure 7 .2 Organic coatings meet requirements of AAMA 2605 when applied to aluminum. Panel testing/ratings: Structural: ASTM E 330 (Modified) Uplift/Load: ASTM E 1592 UL580 Class 90 (UL File R12113) Air Infiltration: ASTM E 283 Water Penetration: ASTM E 331 Fire Resistance: UL790/ASTM E 108 Impact Resistance: UL 2218 Penetration (Foot Traffic): ICC ES AC166, Par. 4.2 Florida Product Approval: FL 3556 R1 Load tables available upon request Galvanized Steel: ASTM A 653 55% Al-Zn Coated Steel: ASTM A 792 Aluminum: ASTM B 209 Copper: ASTM B 370 Coil Coating: ASTM A 755 Field Tested and Approved 6. AVAILABILITY AND COST Availability: Dutch Seam panels are readily available through ATAS product distributors. A complete line of related components and trim accessories is available to complete the roof system. Flat sheet and/or coil stock in matching color is also available for fabrication of related accessories by the installing contractor. Cost: Contact ATAS product distributors for current pricing. 7. WARRANTY Products coated with a fluoropolymer, KYNAR 500® PVDF or HYLAR 5000® PVDF finish carry a thirty (30) year limited warranty against cracking, peeling, chalking and fading. 8. MAINTENANCE Dutch Seam panels are virtually maintenance free. Surface residue is easily removed by conventional cleaning methods. Minor scratches may be touched up with matching paint, available from the manufacturer. 9. TECHNICAL SERVICES Complete technical information and literature are available at www.atas.com. ATAS will assist with design ideas and shop drawings . 10. FILING SYSTEM • www.construction.com • www.atas.com • Additional product information is available from the manufacturer upon request. ATAS International Inc. has the ability to customize panels per specific projects. Please contact the factory to discuss options for your project. 5. INSTALLATION -----11·: 15'; 19¼" I Dutch Seam is a structural continuous ~ l standing seam panel with an integral seam '--------~~--------'"- designed for roof slopes 2:12 and greater. Installation manuals or hands-on training via seminars are available through ATAS. Visit www.atas.com for more information. LRD0909 LAT710 ·KIAS l ..JT~,-._\ATto~.\....-1 ING· SUMMARY OF TESTS A wide variety of test methods have been developed for roofing materials and products. Some of the more commonly specified procedures are listed below, along with the general topic. They are listed in various categories even though there are no clear distinctions between them in many cases. This is particularly true when considering the influence of wind on structural performance, attachment to the deck and water infiltration. Due to copyright restrictions, please visit the test standard's web sites for an in-depth description. ASTM-www.astm.org Underwriter Laboratories-www.ul.com American Architectural Manufacturers Association-www.aamanet.org ICC Evaluation Service-www.icc-es.org FM Approvals-www.fmglobal.com Mechanical Property and Corrosion Tests of Materials ASTM E 8 -Tensile Test ASTM G 155 -Accelerated Weathering ASTM B117 -Salt Spray Test Structural Tests ASTM E 72 -Various structural tests ASTM E 330 -Curtain Walls, Windows, etc. ASTM E 1592 -Metal Roof and Siding Systems [Windl Uplift Tests UL 580 -Roof Assemblies UL 1897 -Roof Covering Systems TAS 125 -Uplift FMRC 4471 -Uplift Wind Resistance Tests UL 997 -Roof Covering Materials Air I Water Infiltration Tests ASTM E 283 -Air Leakage through Walls, etc. ASTM E 331 -Water Penetration through Walls, etc. ASTM E 1680 -Air Leakage through Metal Roofs ASTM E 1646 -Water Penetration through Metal Roofs TAS 1 oo -Wind Driven Rain Metro-Dade PA 100 -Wind Driven Rain for Discontinuous Roofs AAMA 501.1 -Wind Driven Rain PA 114-Leakage Fire Resistance ASTM E 108 -Roof Coverings UL 790 -Roof Coverings ASTM E84 -Flame Spread Haili Impact Tests UL 2218-Prepared Roof Coverings FM 4471 -Class 1 Metal Roofs PA 201 -Impact Foot Traffic Tests ICC-ES AC166, Paragraph 4.2 -Metal Roofing (previously ICBO AC166) FM 4471 -Class 1 Metal Roofs ASTM E 380-Foot Traffic Summary ofTests and Approvals -0 c:: VI c:: .g co ...... 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V, V'I ~ ~ I-ex: t:;:; I-I-I-I-V, ~ ~ N N I-C: I-= u Product SKU 0 _, _, ~ ~ _, V"I ::;;; V, V, V, V, ~ ~ <:C ~ _, ~ V"I ·;;; V'I 2 co u co u _, :::, :::, :::, <:C u.. <:C <:C <:C <:C <:C <:C :::, <:C c.. <:C u.. ~ ~ u.. 2 Monarch Batten Seam MRB X X X X X X X X X Dutch Seam MRD X X X X X X X X X X X X X X X X Field-Lok Panel 2 3/8" FLS X X X X X X X X X X X X Field-Lok Panel 2" FLR X X X X X X X X X X X X X X Field-Lok Panel 11/2'' FLM X X X X X X X X X X X X Field-Lok Panel 1" FLL X X X X X X X PC Systems PCP . X X X X X X X X Advanta Shingle HAS300 X X X X X X X X X X Standing Seam Shingle HSS X X X X X X X X Permashake HPS106 X X X X Rumba Shake HBS090 X X X X X X X X Castletop Shingle HCT160 X X X X X X X X X Granutile HGT144 X X X X X X X ScanRoof SCP163 X X X X X X X X X X X Techo Tile SCT400 X X X X X X X X X X X Multi-Purpose MP X X X X X X X X X Corra-Lok MFC X X X Metafor MFP120 X X X Rigid Wall MFR160 X X X X X Design System OS X X X X X X Opaline OP X X X Belvedere BW X X X X X X lnSpire BWS390 X X X Versa-Lok VSL X X Versa-Seam vss X X Arc-Metafor MFX120 X X X Curved PC System PCX999 X X X X X X X Curved Standing Seam FLX X X X X X X X Curved Corrugated Panel BWX374 X X X X LCR, Ceiling and Soffit LCB, X X X MPV120 MPS120 ATAS International, Inc. continuously under goes various tests. Please contact an ATAS sales representative for the most up-to-date test data. LRDOl 12 LAT9OO www.icc-es.org I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® ACCEPTANCE CRITERIA FOR METAL ROOF COVERINGS AC166 Approved February 2011 · Effective March 1, 2011 Previously approved June 2010, June 2009, May 2008, October 2007, February 2007, July 2006, October 2005, November 2001 and March 2000 PREFACE Evaluation reports issued by ICC Evaluation Service, LLC (ICC-ES), are based upon performance features of the International family of codes and other widely adopted code families, including the Uniform Codes, the BOCA National Codes, and the SBCCI Standard Codes. Section 104.11 of the International Building Code® reads as follows: The provisions of this code are not intended to prevent the installation of any materials or to prohibit any design or method of construction not specifically prescribed by this code, provided that any such alternative has been approved. An alternative material, design or method of construction shall be approved where the building official finds that the proposed design is satisfactory and complies with the intent of the provisions of this code, and that the material, method or work offered is, for the purpose intended, at least the equivalent of that prescribed in this code in quality, strength, effectiveness, fire resistance, durability and safety. Similar provisions are contained in the Uniform Codes, the National Codes, and the Standard Codes. This acceptance criteria has been issued to provide all interested parties with guidelines for demonstrating compliance with performance features of the applicable code(s) referenced in the acceptance criteria. The criteria was developed and adopted following public hearings conducted by the ICC-ES Evaluation Committee, and is effective on the date shown above. All reports issued or reissued on or after the effective date must comply with this criteria, while reports issued prior to this date may be in compliance with this criteria or with the previous edition. If the criteria is an updated version from the previous edition, a solid vertical line (I) in the margin within the criteria indicates a technical change, addition, or deletion from the previous edition. A deletion indicator(---+) is provided in the margin where a paragraph has been deleted if the deletion involved a technical change. This criteria may be further revised as the need dictates. ICC-ES may consider alternate criteria, provided the report applicant submits valid data demonstrating that the alternate criteria are at least equivalent to the criteria set forth in this document, and otherwise demonstrate compliance with the performance features of the codes. Notwithstanding that a product, material, or type or method of construction meets the requirements of the criteria set forth in this document, or that it can be demonstrated that valid alternate criteria are equivalent to the criteria in this document and otherwise demonstrate compliance with the performance features of the codes, ICC-ES retains the right to refuse to issue or renew an evaluation report, if the product, material, or type or method of construction is such that either unusual care with its installation or use must be exercised for satisfactory performance, or if malfunctioning is apt to cause unreasonable property damage or personal injury or sickness relative to the benefits to be achieved by the use of the product, material, or type or method of construction. Acceptance criteria are developed for use solely by ICC-ES for purposes of issuing ICC-ES evaluation reports. Copyright© 2011 ACCEPTANCE CRITERIA FOR METAL ROOF COVERINGS (AC166) 1.0 INTRODUCTION 1.1 Purpose: The purpose of this criteria is to establish requirements for recognition of . metal roof coverings in ICC Evaluation Service, LLC (ICC-ES), evaluation reports under the 2009 International Building Code® (IBC), the 2009 International Residential Code' (IRC), and the 1997 Uniform Building Code™ (UBC). The reason for development of this criteria is to clarify requirements for metal roof coverings set forth in the codes and to provide guidelines for qualifying components and installation procedures that are alternates to those specified in the codes. 1.2 Scope: This criteria applies to shingles or panels manufactured from metals complying with the applicable code and installed over solid or closely fitted decking, and shingles installed over spaced sheathing and panels installed over spaced supports. 1.3 Definitions: 1.3.1 Closely Fitted Decking: Roof sheathing, dimensional lumber, or filled-in spaced sheathing with joints spaced approximately 1/a inch (3 mm). 1.3.2 Metal Roof Panel: Interlocking metal sheet having a minimum installed weather exposure of 3 square feet (0.279 m2). 1.3.3 Metal Roof Shingle: Interlocking sections of metal sheet having an installed weather exposure of less than 3 square feet (0.279 m2). 1.3.4 Nonstructural Standing Seam Metal Roof Panel: A standing seam metal roof panel used mainly as roof covering and requiring the support of an independent roof deck or solid sheathing. 1.3.5 Standing Seam Metal Roof Panel: A metal roof panel with a generally flat profile except for the raised edge or "standing seam" designed to interlock with the adjoining panel on each side. 1.4 Codes and Referenced Standards: 1.4.1 2009 International Building Code® (IBC), International Code Council. 1.4.2 2009 International Residential Code® (IRC), International Code Council. 1.4.3 1997 Uniform Building Code TM (UBC). 1.4.4 FM 4470-92, Approval Standard for Class Roof Coverings, Factory Mutual. 1.4.5 ASTM International: 1.4.5.1 ASTM A 463-05, Specification for Steel Sheet, Aluminum-Coated, by the Hot Dip Process. 1.4.5.2 ASTM A 653-07, Specification for Steel Sheet, Zinc-Coated Galvanized or Zinc-Iron Alloy-coated Galvannealed by the Hot-Dip process. 1.4.5.3 ASTM A 755-07, Specification for Steel Sheet, Metallic-Coated by the Hot-Dip Process and Prepainted by the Coil-Coating Process for Exterior Exposed Building Products. 1.4.5.4 ASTM A 792-06a, Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot-Dip Process. 2 1.4.5.5 ASTM A 875-06, Standard Specification for Steel Sheet Zinc-5 percent, Aluminum Alloy-coated by the Hot-dip process. 1.4.5.6 ASTM E 72-02, Standard Test Methods of Conducting Strength Tests of Panels for Building Construction. 1.4.5.7 ASTM E 455-04, Standard Test Method for Static Load Testing of Framed Floor or Roof Diaphragm Constructions for Buildings. 1.4.5.8 ASTM E 108-07a, Test Methods for Fire Tests of Roof Coverings. 1.4.5.9 ASTM E 1592-01, Standard Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference. 1.4.5.10 ASTM G 152-06, Practice for Operating Open-Flame Carbon Arc Light Apparatus for Exposure of Nonmetallic Materials. 1.4.5.11 ASTM G 155-05a, Practice for Operating Xenon Arc Light Apparatus for Exposure of Nonmetallic Materials. 1.4.5.12 ASTM G 154-05, Practice for Operating Fluorescent Light Apparatus for UV Exposure of Nonmetallic Materials. 1.4.6 Underwriters Laboratories Inc.: 1.4.6.1 UL 1897-04, Uplift Tests for Roof Covering Systems 1.4.6.2 UL 790-04, Standard Test Methods for Fire Tests of Roof Coverings. 1.4.6.3 UL 580-2006, Tests for Uplift Resistance of Roof Assemblies 1.4.7 ICC-ES Acceptance Criteria for Steel Deck Roof and Floor Systems (AC43). 2.0 BASIC INFORMATION 2.1 General: The following information shall be submitted: 2.1.1 Product Description: Complete information concerning materials, dimensions, coatings, manufacturing process and installation instructions shall be submitted. 2.1.2 Installation Instructions: Dimensioned scale drawings and details noting all thicknesses; size and location of fasteners; and installation details, including flashing and roof slope limitations, shall be submitted. 2.1.3 Packaging and Identification: Method of packaging and identifying components shall be specified. Identification shall include the ICC-ES evaluation report number and notice of any product installation limitations. 2.1.4 Field Preparation: Method of field cutting, trimming or forming, and treatment of cut edges, shall be submitted. 2.2 Testing Laboratories: Testing laboratories shall comply with Section 2.0 of the ICC-ES Acceptance Criteria for Test Reports (AC85) and Section 4.2 of the ICC-ES Rules of Procedure for Evaluation Reports. ACCEPTANCE CRITERIA FOR METAL ROOF COVERINGS (AC166) 2.3 Test Reports: Test reports shall comply with AC85. 2.4 Product Sampling: Test specimens shall be sampled in accordance with the product sampling requirements of AC85. Section 3.1 of AC85 applies to tests conducted in accordance with Section 3.1.11 of this criteria. Section 3.2 of AC85 applies to all other tests. 3.0 TEST AND PERFORMANCE REQUIREMENTS 3.1 IBC and IRC: For recognition under the IBC or IRC, the following data shall be submitted: 3.1.1 Materials: Reports of tests showing compliance with the material requirements of Sections 1507.4.3 or 1507.5.4 (IBC) or Sections R905.4.4 or R905.10.3 (IRC), as applicable. For steel products, minimum thickness requirements shall be based on the galvanized thickness. For materials other than those listed in Tables 1507.4.3 (1) and 1507.4.3(2) (IBC) or Tables R905.10.3(1) and R905.10.3(2) (IRC), the material shall be shown to be equivalent to those listed. 3.1.2 Weathering Tests: For recognition under the IBC, reports of weatherometer tests in accordance with Section 1504.6 (!BC) are required for products installed at slopes less than 2:12 (16.67%). Physical integrity shall be confirmed based on visual and physical examination of exposed test specimens. 3.1.3 Roof Slope: Minimum roof slopes shall be in accordance with Section 1507.4.2 (IBC) or Section R905.10.2 (IRC) for metal panels; or with Section 1507.5.2 (IBC) or Section R905.4.2 (IRC) for metal shingles. 3.1.4 Roof Decks: Roof decks shall comply with Section 1507.4.1 (IBC) or Section R905.10.1 (IRC) for metal panels; or with Section 1507.5.1 (IBC) or Section R905.4.1 (IRC) for metal shingles. 3.1.5 Underlayment: Underlayment shall comply with Section 1507.5.3 (IBC) or Section R905.4.3 (IRC) for metal panels not meeting the slope and seam requirements of IBC Section 1507.4.2, or metal shingles. Exception: Underlayment is not required for metal panels or metal shingles supported by solid or closely fitted decking, provided reports of tests showing compliance with Section 4.5 of this criteria are submitted. 3.1.6 Attachment: Attachment of metal panels shall comply with Section 1507.4.4 (IBC) or Section R905.10.4 (IRC). Attachment of metal shingles shall comply with Section 1507.5.6 (IBC) or Section R905.4.5 (IRC). Recognition of attachment shall also be consistent with assemblies tested for wind resistance in accordance with Section 3.1.7 of this criteria. 3.1.7 Wind Resistance: 3.1.7.1 Metal shingles and metal panels to be installed on solid or closely fitted decking shall be tested in accordance with UL 1897. (Note: For nonstructural standing seam metal roof panel, refer to Section 3.1.7.3.) Connections to framing or to sheathing shall be based on minimum conditions (since test specimens establish a basis of acceptance). Allowable loading will be based on a minimum factor of safety of 2.0, applied to the peak load. Positive loads will be based on the adequacy of the structural framing and sheathing. Metal shingles to be installed on spaced sheathing and metal panels to be installed on spaced supports shall 3 be tested in accordance with UL 580, ASTM E 1592 or UL 1897. Connections to framing or to sheathing shall be based on minimum conditions (since test specimens establish a basis of acceptance). Allowable loading will be based on a minimum factor of safety of 2.0, applied to the peak load. Testing shall be for both positive and negative loads. Testing for gravity loads (Section 3.1.8) may be substituted for positive wind load testing. When using gravity load testing, the allowable positive wind load will be based on a minimum factor of safety of 2.0, applied to the average peak load. 3.1.7.2 The roof coverings shall be designed for wind loads in accordance with Chapter 16 of the I BC. 3.1.7.3 Nonstructural standing seam metal roof panels to be installed on solid wood sheathing shall be tested for wind resistance in accordance with Section 4.10. Allowable wind uplift resistance shall be based on a safety factor of 2 applied to the highest uplift pressure that is sustained for a minimum of one minute, meeting the conditions of acceptance in Section 4.10.4. 3.1.8 Gravity Loads: For shingles applied to spaced sheathing and panels applied to spaced supports, the maximum allowable gravity load on the shingles shall be determined by standard engineering methods in accordance with the applicable materials design standard or by testing in accordance with Section 4.1. The maximum allowable load, when based on testing, shall be the lesser of the average ultimate load determined in accordance with Section 4.1 divided by 2.5 or the least load causing a shingle or panel deflection of 1/60. 'As an alternative, the ICC-ES Acceptance Criteria for Steel Deck Roof and Floor Systems (AC43) may be used to determine the maximum allowable gravity loads on the roof covering system. 3.1.9 Flashing: Flashing shall comply with Sections 1503.2 and 1503.3 (IBC) or Sections R903.2 and R903.3 (IRC) for metal panels; or with Sections 1503.2, 1503.3 and 1507.5.7 (IBC) or Sections R903.2, R903.3 and R905.4.6 (IRC) for metal shingles. 3.1.10 Impact Resistance: For recognition under the IBC, metal panels installed at roof slopes below 2:12 (16.67%) shall comply with the "Resistance to Foot Traffic Test" in Section 5.5 of FM 4470. 3.1.11 Fire Classification: 3.1.11.1 New Construction: Roofing assemblies shall be tested in accordance with either ASTM E 108 or UL 790. EXCEPTIONS: 1. Ferrous and copper sheets and shingles and metal sheets and shingles are Class A roof coverings when installed on noncombustible decks or without a roof deck on noncombustible framing in accordance with the exception to Section 1505.2 of the IBC and Section R902.1 of the IRC. 2. Under the IBC, nonclassified roofing in accordance with Section 1505.5 (IBC) and as permitted in Table 1505.1 (IBC). 3.1.11.2 Reroofing: Metal panels and shingles are permitted to be installed over existing roofs, provided the requirements of Section 1510 of the IBC or Section R907 ACCEPTANCE CRITERIA FOR METAL ROOF COVERINGS (AC166} of the IRC, as applicable, are met. The roof classification will be as noted in Section 3.1.11.1. 3.1.12 Roof Diaphragm (Optional): For applications under the IRC only, recognition may be established for use of the metal roof covering on spaced sheathing or spaced supports as an alternative to the roof diaphragm provided by the prescriptive roof deck construction specified in the IRC. The results of metal roof shear testing in accordance with Section 4.11 and Appendix A shall comply with the applicable strengths specified in Table 4.11. . 3.2 UBC: For recognition under the UBC, reports of the following shall be submitted: 3.2.1 Weatherometer tests in accordance with Section 4.2 of this criteria. EXCEPTION: Not required when a steel roof covering utilizing a paint system in accordance with ASTM A 755, applied over steel with a corrosion-resistant coating in accordance with ASTM A 792, ASTM A 875, ASTM A 463, or ASTM A 653, is specified. 3.2.2 Penetration tests in accordance with Section 4.3 of this criteria. 3.2.3 Wind uplift data in accordance with Section 4.4 of this criteria. 3.2.4 Wind-driven rain tests in accordance with Section 4.5 of this criteria. EXCEPTION: Not required when an underlayment of at least two layers of Type 15 or one layer of Type 30 felt and a solid substrate are specified. 3.2.5 Uplift-bend tests in accordance with Section 4.6 of this criteria are required for roof slopes exceeding 60 degrees from the horizontal and when tile or panel butts are not mechanically fastened or interlocked with the preceding course. 3.2.6 Materials data in accordance with Section 4.7 of this criteria. 3.2. 7 Roof classification tests in accordance with Section 4.8 of this criteria. EXCEPTIONS: 1. Roof construction recognized as nonrated. 2. Noncombustible roof coverings as specified under Section 1504.2 of the UBC. 3.2.8 Special installation requirements in accordance with Section 4.9 of this criteria. 4.0 TEST METHODS 4.1 Gravity Loads:Testing for gravity loads shall be in accordance with the bag method of ASTM E 72, Section 11, for three test specimens. Testing need only be performed in one direction on the assembly, consistent with the direction of the gravity loads on the in-place roof covering. The test specimen shall be of sufficient size to test connections or overlaps between shingles as applicable, or a minimum of 4 feet by 8 feet (1219 by 2438 mm), whichever is larger. 4.2 Weatherometer Test: When testing is required by Section 3.2.1, weather-exposed coatings applied over corrosion-resistant metal roof coverings complying with Section 1507.8 of the UBC shall be tested in accordance with this section. 4 4.2.1 Sample: Ten representative samples of the product shall be used, of which five shall be held as controls. 4.2.2 Apparatus: Tests shall be conducted in accordance with ASTM G 152-04, Cycle 1, Table X1 .1, ASTM G 154-00a, Cycle 5, Table X2.1, or ASTM G 155- 04, Cycle 1, 5, or 9, Table X3.1. 4.2.3 Procedure: The test shall be run for a period of 2,000 hours. Specimen condition, examined under 5x magnification, may be reported at the end of 500, 1,000, and 1,500 hours of exposure, and is required after 2,000 hours. 4.2.4 Conditions of Acceptance: Surface changes do not result in cracking, checking, crazing, erosion, or chalking. 4.3 Penetration Tests: Determines adequacy under intermittent foot traffic. 4.3.1 Sample: Five representative samples shall be used. 4.3.2 Apparatus: A 3-inch-diameter (76 mm) steel plate with rounded corners. A device capable of imposing a 200-pound (890 N) load, and a measuring device capable of determining surface penetration to the nearest hundredth of an inch (0.025 mm). 4.3.3 Procedure: The test specimens shall consist of the roof covering and representative compressible insulation if used in the roof covering assemblies to be recognized. Specimens shall be continuously supported by a rigid backing such as concrete. The 200-pound (890 N) load is imposed on the plate which is centered on the specimen. The surface penetration shall be determined to the nearest hundredth of an inch (0.025 mm). The superimposed load is reduced to zero and reloaded a minimum of four additional times, with penetration and residual readings taken each time without removing the plate. The specimen shall be inspected after the test and the condition at the steel plate interface noted. 4.3.4 Condition of Acceptance: There shall be no tearing or cracking of the protective coating, causing exposure of the plastic, glass fibers, foam or other compressible materials; or excessive permanent deformation under the applied load, resulting in unsatisfactory performance of the roof covering. 4.4 Wind Uplift: Recognition may be granted for use in areas subject to a maximum basic wind speed of 80 mph (129 km/h) on structures a maximum of 40 feet (12 192 mm) in height in Exposure B areas, provided the proponent can verify, in writing, that he has investigated and determined that his product will perform satisfactorily when installed under these conditions. Recognition for use in areas beyond these limits shall be justified by tests conducted in accordance with Section 3.1. 7 of this criteria. 4.5 Wind-driven Rain Test: 4.5.1 General: The test frame shall be approximately 1 0 feet by 1 0 feet (3048 mm by 3048 mm) and hinged at the lower end to permit roof pitch variations. It shall be rigidly supported during the test. The test specimen shall be sized to fill the area within the test frame as completely as possible. Components shall be conditioned to have an initial moisture content representative of field conditions. ACCEPTANCE CRITERIA FOR METAL ROOF COVERINGS (AC166) Components shall be trimmed as necessary to fit within the test frame and to provide pitched, vertical and horizontal joints, if this is the practice. Components shall be laid in accordance with installation instructions that shall be a part of the laboratory report. Batten lifts removed while cutting peripheral tile shall be simulated with suitable packing. Gaps along the frame and unused nail holes shall be sealed with a suitable compound. The frame shall not be erected against the side of a higher building or other solid surface where normal airflow over the specimen can be affected. The airflow over the test frame shall be directed and smoothed by suitably shaped baffles. The airstream velocity measured on a vertical plane midway between the upper and lower edge of the test specimen on a 24-inch (610 mm) grid shall be within the required axial velocity. The test report shall include the wind velocity profile developed on the 24-inch (610 mm) grid basis. The axial velocity over the test section shall be monitored with a calibrated vane-type velocimeter mounted approximately 6 feet (1829 mm) down-stream of the wind source at the mid height of the panel. The velocimeter readings shall be taken with a stopwatch using a minimum 1-minute duration. The wind velocity is maintained between 35 and 40 miles per hour (56 and 64 km/h), and water is introduced into the wind stream. 4.5.2 Apparatus: 4.5.2.1 Wind Source: Airflow over the test rig shall be calibrated as previously indicated. 4.5.2.2 Water Supply: A sprinkle-pipe system, mounted on a movable frame capable of simulating a uniform 6-inch-per-hour (152 mm/hr) rainfall as monitored with flow gages calibrated in cubic feet per second, is an example of an acceptable system. Uniform distribution of simulated rainfall requires calibration of water flow gages, monitoring the water supply to ensure sufficient distribution over the test specimen surface at each specified pitch, proper orientation and air-speed. The simulated rain striking the test specimen shall be uniformly distributed within a 20 percent variation over the test deck. Distribution and calibration of water flow may also be determined by the following method: A shallow tray is attached to the test rig in place of the test specimen. The tray bottom is covered with a layer of thick absorbent paper (high-wet-strength, extra-thick, white filter paper) that has been weighed and lined to form 12-inch (305 mm) squares. At the required wind velocity, water is fed into the airstream at a suitable rate, indicated by the flow-rate meters, for a time sufficient to wet but not saturate the paper. The air and water flows are then stopped, and the paper is removed and cut into squares. Each square is weighed. Using the initial average dry weight and sample weight after exposure, the amount of water striking the test area, and the distribution, can be determined. The test is repeated with different flow meter settings at the same air velocity, to determine if distribution is affected by water flow. A chart shall then be prepared, for review and future reference, that describes the simulated-rain distribution for each flow meter setting, pitch and orientation. When the simulated-rain distribution is determined, calibration may 5 be made by collecting water falling into a sealed box gasketed and clamped to the underside of the test rig when the test specimen frame is left open. The volume of water collected in the box over a suitable time interval serves as a check for the required flow. This method allows water to be collected over a longer period or allows water to be measured continuously as it is drained from the test rig box. 4.5.3 Procedure: The underside of the test specimen shall be photographed immediately prior to starting tests. The airflow shall be between 35 and 40 miles per hour (56 and 64 km/h), with velocity and pressure differentials across the test surface measured and recorded. The pressure distribution across the surface shall be measured at not less than 10 points. The water supply rate shall be adjusted for a simulated rainfall of 6 inches (152 mm) per hour. The roof slope should be the flattest proposed for installation. For tile and panel roofing materials, a slope of 3:12 is used. The test shall commence at the specified airspeed with three cycles of simulated rainfall of 15 minutes each, with the wind generator stopped for 5 minutes after each cycle to allow observation and recording of the specimen condition. The condition of joints (as viewed from the under-side) shall be reported after each rainfall insofar as water infiltration is concerned. Damage, if any, to specimens and fasteners shall also be reported. Upon completion of the test, components shall be dismantled and condition of lapped areas and undersurfaces noted and photographed. 4.5.4 Conditions of Acceptance: There can be no leaks. The test report shall indicate the extent of tile or panel fluttering during the test periods and whether it was due to oversized nail holes or loosening fasteners. 4.6 Uplift-bend Test: 4.6.1 General: The test specimen is a roof, four courses high and four tiles (minimum) or panels wide. Spaced or solid sheathing over typical roof framing, using minimum-size components, shall be used to typify field conditions. Fastener loads cannot exceed approved allowable values. Where allowable values are not available, load shall be based on a minimum factor of safety of 4, unless allowed otherwise. The test roof shall be erected and secured in a vertical position for testing, with the required loads applied horizontally. The horizontal load is applied at the center of the butt edge of an inner tile or panel in the second course from the bottom of the test specimen. The loads required to lift the tile butt a distance of 1/8 inch (3.2 mm) and 2 inches (51 mm) are to be recorded. The latter is considered to be ultimate load. If failure occurs before the 2-inch (51 mm) movement, the method of failure shall be recorded. The same procedure is repeated for the butt edge of an inner tile or panel in the top course of the test structure, recording the same loads. The test is continued with a load equal to three times the tile weight applied horizontally outward and vertically downward at the center of the butt edge of an inner tile in the second course from the bottom of the test deck. 4.6.2 Condition of Acceptance: The load required to lift the tile butt 1/8 inch (3.2 mm) shall be a minimum of ACCEPTANCE CRITERIA FOR METAL ROOF COVERINGS (AC166) twice the weight. When subjected to a load equivalent to three times the tile weight, the tile shall not crack, break or Over the sheathing and under the metal roof panels, underlayment shall be omitted, and a loose-fitting, pleated, 4-mil plastic film shall be provided to assist in obtaining uniform pressure on the metal roof panels. The standing seam panels shall be secured through the plastic film into the plywood sheathing with anchor clips, in accordance with the manufacturer's installation instructions. fall off the specimen deck. 4.7 Materials: The metal shall be corrosion-resistant as defined in Section 1502 of the UBC. Test reports demonstrating compliance with standards satisfying this definition are required. 4.8 Roof Classification Test: When required by Section 3.2.7, fire-retardant roof tests conducted in accordance with UBC Standard 15-2 and this criteria are necessary for metal shingles and metal tiles. Testing is also necessary for all reroofing over existing roof covering materials if such recognition is requested. Roof underlayments necessary for obtaining the classification in the tests shall be manufactured under a listing program of an accredited agency or be recognized in a current ICC-ES evaluation report. 4.8.1 Calibration: The calibration procedure shall be in accordance with UBC Standard 15-2, except that a calibrated vane-type velocimeter shall be used with a calibrated stopwatch to obtain an average wind velocity. Direct reading velocimeters are not acceptable because of wind speed fluctuations. 4.8.2 In addition to the information on items in Sections 2.3 and 2.4 of this criteria, the test report shall also include a description of the flame front, based on observation by laboratory personnel. This includes extent of the flame front at the upper deck edge and separate comment on licks of flame beyond. Distribution of flame ~cross _the_ deck shall also be reported. Additionally, an Isometnc view of the test decks, with cross-sections noting side laps, head laps, felt installation, and thicknesses, and showing details of joint treatment, etc., shall be included. 4.9 Special Installation Requirements: For use in areas subject to wind-driven snow, ice build-up, wind- driven dust or sand or other areas as designated by the proponent or building official, installation instructions must specify both of the following: I 1. Solid sheathing with two layers of Type 15 felt or one layer of Type 30 felt for the field of the roof. 2. Solid sheathing with two layers of Type 15 felt applied shingle-fashion, solid-cemented together with approved cementing material between the plies, extending from the eave up to the roof to a point 36 inches (914 mm) inside the exterior wall line of the building. 4.10 Wind Uplift Resistance of Nonstructural Standing Seam Metal Roof Panels: Nonstructural standing seam metal roof panels to be installed on solid wood sheathing shall be tested in accordance with UL 580, modified to add the following considerations: 4.10.1 Sample: One roof assembly or test specimen shall be constructed and tested for each fastening condition. 4.10.2 Apparatus: Sheathing shall be a minimum of 1%2-inch-thick plywood. Supporting members shall be provi~ed, such as joists, braces and perimeter framing, that Is representative of the construction for which classification is desired. Test roof assemblies shall be installed such that the measured pressure differential shall occur between the top of the sheathing and the top of the metal roof panel. 6 4.10.3 Procedure: The test assembly shall be subjected to positive and negative pressures at the values and time duration given for the Class 30, 60, and 90 classifications. Subsequent to the completion of Phase 5 of the Class 90 test sequence, the test specimen may be subjected to supplemental static uplift pressures at the option of the manufacturer. If additional testing is desired: • The negative pressure in the vacuum chamber shall be maintained at 56.5 psf (2.71 kPa). • The static uplift pressure shall be supplied from below. The initial positive static uplift pressure shall be 63.5 psf (3.04 kPa). Subsequent pressure intervals shall increase in increments of 15 psf (0. 72 kPa), with each pressure level held for one minute, until failure or until the desired uplift pressure is attained. The allowable uplift pressure shall be based on the safety factor as noted in Section 3.1.7.4. 4.10.4 Conditions of Acceptance: There shall be no buckling of metal panels that results in permanent loss of stiffness as determined by separate load tests comparing buckled and unbuckled panels. There shall be no separation of components or permanent distortion on any of the metal panels. There shall be no sidejoint disengagement. There shall be no failure of one or more fasteners of any type. 4.11 Metal Roof Shear Test: Either 12-foot-by-12-foot (3658 mm by 3658 mm) or 24-foot-by-24-foot (7315 mm by 7315 mm) metal roof covering specimens shall be tested in accordance with Appendix A. The number of test specimens in a test set shall be in accordance with Section 8.1 of ASTM E 455. A set of specimens shall be tested with the load applied parallel to the framing, and a second set of specimens shall be tested with the load applied perpendicular to the framing. The performance of the metal roof covering shall be determined as equivalent to the performance of the prescriptive wood structural diaphragm in the IRC when the average strength values and average secant stiffness values noted in Table 1 are achieved for the specimen size tested. 5.0 QUALITY CONTROL 5.1 Quality documentation complying with the ICC-ES Acceptance Criteria for Quality Documentation (AC 1 O) shall be submitted. I 5.2 Third-party follow-up inspections, by an accredited inspection agency, are required under this acceptance criteria. 5.3 The documentation shall contain sufficient detail to verify that each type of metal complies with that specified in the evaluation report. Mill certificates shall verify that all metal, mechanical, chemical and corrosion resistance properties comply with standards specified in the evaluation report. When required by Section 2217 of the UBC, verification of steel ductility shall be included. As an alternative, metal tiles shall be drawn from each production shift and be tested to demonstrate compliance ACCEPTANCE CRITERIA FOR METAL ROOF COVERINGS (AC166) with the standard specified in the evaluation report. Quality control tests, and conditions of acceptance for coatings applied to metal, shall be specified in the documentation. Additionally, the dimensions shall be checked periodically to ensure that when installed in a specific manner, a uniform and tight installation is achieved. Complete records of all mill certificates, independent laboratory tests and in-house tests shall be retained on file for a minimum of two years. -+ 5.4 EXCEPTIONS TO INSPECTIONS BY AN ACCREDITED AGENCY: 1. Under the IBC and the IRC, ferrous and copper panels and shingles and metal sheets and shingles that are Class A roof coverings in accordance with Exception 2 to Section 1505.2 of the IBC and Section R902.1 of the IRC. 2. Under the IBC, nonclassified roofing that is in accordance with Section 1505.5 of the IBC and as permitted in Table 1505.1 of the IBC. 3. Under the UBC, roof construction recognized as nonrated. 4. Under the UBC, roof construction complying with the exception for a noncombustible roof covering under Section 1504.2 of the UBC. 6.0 EVALUATION REPORT RECOGNITION 6.1 Reports on shingles applied to spaced sheathing with allowable gravity loads of less than 48 psf (2.3 kPa), shall include a condition of use stating that the shingles must not be used in applications subject to the 300-pound (1.3 kN) concentrated load specified in IBC Sections 1607.4 and 1607.11 and IBC Table 1607 .1 Item 30. 6.2 Reports on metal roof coverings recognized as an alternative to the roof diaphragm provided by the unblocked prescriptive wood structural panel roof deck construction nailed at 6 inches on center on the perimeter and 12 inches on center in the field, specified in the IRC, shall have the roof diaphragm recognition limited to reroofing applications. • TABLE 1-MINIMUM METAL ROOF COVERING DIAPHRAGM TEST RESULTS SPECIMEN SIZE LOADING AVERAGE STRENGTH AVERAGE SECANT (ft) (lbf/ft) STIFFNESS (lb/in) Parallel to framing 488 3940 24x24 Perpendicular to framing 489 3745 Parallel to framing 762 6260 12 X 12 Perpendicular to framing 854 4796 For SI: 1 inch= 25.4 mm, 1 lb= 4.4482 N. 7 ACCEPTANCE CRITERIA FOR METAL ROOF COVERINGS (AC166) Appendix A Comparison Diaphragm Testing of Metal Roof Covering to Prescriptive Wood Structural Panels in the International Residential Code® {IRC). A1.0 Introduction A1.1 Purpose: The purpose of this appendix is to provide for testing metal roof covering installed over either spaced sheathing or spaced supports, to determine equivalency to wood structural panel diaphragms, as prescribed in the IRC, when constructed with solid or closely fitted decks. A 1.2 Scope: The average strength and average secant stffness for the metal roof covering are compared to the wood structural panel diaphragms constructed in accordance with the IRC and tested to determine their average strength and average secant stiffness. A1.3 Referenced Standards A1.3.1 ASTM D 4444-08, Standard Test Method for Laboratory Standardization and Calibration of Hand-Held Moisture Meters. A1.3.2 ASTM E 455-04, Standard Test Method for Static Load Testing of Framed Floor or Roof Diaphragm Constructions for Buildings. A2.0 Definitions: Average peak load: The average peak load is the maximum load from average load-displacement curve. (See ASTM E 455, Section 8.1.) Average strength: The average peak load divided by the depth of the specimen. Secant stiffness: The slope of the line from the origin (after slack of the system is removed) to the peak load. A3.0 Specimen Construction A3.1 Diaphragm Framing Materials LUMBER SPECIES AND GRADE END USE IN DIAPHRAGM DIMENSION 2 X 10 Douglas fir No. 2 & better Rafter, chord, blocking for loading positions when load oriented perpendicular to framing direction 2x6 Douglas fir No. 2 & better Sill plate and sistered load beam support 2x4 Douglas fir-larch standard & better Blocking between rafters and continuous blocking along strut A3.2 Fasteners and End Use FASTENER DESCRIPTION DIAMETER LENGTH END USE IN DIAPHRAGM (IN) (IN) 8d common 0.131 2.5 Toe-nail blocking 10d common 0.148 3 Stitch sill plate together 16d common 0.162 3.5 Blocking to sill plate connection and 2 x 2 to rafters 20d common 0.192 4 Chord to rafter connection Simpson Strong-Tie 4.5 SDS25412 0.25 (2.75 thread length) 2 x 6 sistered to rafter (Load beam) For SI: 1 mch = 25.4 mm. A3.3 Framing Moisture Content: The moisture content shall be measured at four locations around the perimeter of each specimen using a pin-type moisture meter complying with ASTM D 4444. The average moisture content for each specimen prior to testing shall be less than or equal to 19%. 8 ACCEPTANCE CRITERIA FOR METAL ROOF COVERINGS (AC166) A4.0 Specimen Instrumentation: A4.1 24 ft x 24 ft Specimen: Two load cells and seven string potentiometers shall be utilized to monitor the applied load and diaphragm displacement, respectively, for the 24-foot (7315 mm) square specimen (See Figure A4.1 ). Measurement Devices 1 and 2 shall be utilized to monitor the deflections induced by Actuator 1, while devices 4 and 5 shall be utilized to monitor the deflections induced by Actuator 2. The string potentiometer at the location labeled 3 shall be used to monitor center span diaphragm displacement. String potentiometers at locations labeled S1 and S2 shall be utilized to monitor any movement between the specimen and the restraint steel in order to ensure that the connection between the specimen and the restraint steel is providing effective resistance to the applied loads. I' l j ii I FIGUREA4.1 A4.2 12 ft x 12 ft Specimen: One load cell and five string potentiometers shall be utilized to monitor the applied load and diaphragm displacement, respectively, for the 12-foot (3658 mm) square specimen (See Figure A4.2). Measurement Devices 1 and 2 shall be utilized to monitor the deflections induced by Actuator 1. The string potentiometer at the location labeled 3 shall be used to monitor center span diaphragm displacement. String potentiometers at locations labeled S1 and S2 shall be utilized to monitor any movement between the specimen and the restraint steel in order to ensure that the connection between the specimen and the restraint steel is providing effective resistance to the applied loads. Figure A4 Location of Data Acquisition Instrumentation for Each Tested 12 ft Square Diaphragm 9 ACCEPTANCE CRITERIA FOR METAL ROOF COVERINGS (AC166) A5.0 Testing Protocol: Horizontal diaphragm testing shall be conducted in accordance with ASTM E 455 utilizing the Simple Beam Diaphragm methodology from Section 6.1.3.2 for load applied parallel to the framing and for load applied perpendicular to the framing. Rollers may be used to prevent any displacement of the specimen out of plane while not restricting any in-plane displacements. For the tested specimens, it is deemed unnecessary to conduct testing to determine the stiffness of the frame without the installation of the sheathing, as described in ASTM E 455 Section 9.1. Once the specimen is constructed, the load mechanism and the necessary data acquisition instrumentation shall be installed, and verified, displacement shall be applied to the specimens at a constant rate of 0.2 inch per minute for the 12-foot-by-12-foot specimens and 0.4 inch per minute for the 24-foot-by-24-foot specimens. The maximum loads shall be attained in not less than 10 minutes, as stipulated in Section 9.2 of ASTM E 455. Loads shall be applied and monitored beyond the point of maximum load until the load has reduced to 80% of the peak load. All load and deflection data shall be continuously recorded at approximately 1-second intervals throughout testing. The specimen shall be held in the deformed state until observations regarding the modes of failure and damage incurred during loading has been documented. A6.0 Test Specimen Metal Roof Covering Attachment: The attachment of the metal roof covering to the specimen frame shall be in accordance with the metal roof covering manufacturer's installation instructions. These installation instructions shall include applicable details for the installation of spaced sheathing or spaced supports and the metal roof covering to be recognized in the roof diaphragm section of the evaluation report. The spaced sheathing or space supports shall be installed to represent the weakest installation to be recognized in the roof diaphragm section of the evaluation report. A7.0 Specimen Frame Construction Figures: The following figures shall be used to construct the framing for the metal roof covering specimens. 4'-0" ,---------- 1 I ~ ,~~=ill==~==,,====JI I I ®-3--- CHORD ~--RAFTERS @ 24" o.c. 12xl2 Metal Roof Covering Diaphragm Diaphragm Loaded Pexpendicular to Framing 10 8'-0" 4'-o" LOAD PONTS ---+---,,-----,. souD--1- BLOCKJNG CONT.----' RAFTERS @ 24" o.c. CONT. 2x10 CHORD 12x12 Metal Roof Covering Diaphragm Diaphragm Loaded Parallel to Framing ACCEPTANCE CRITERIA FOR METAL ROOF COVERINGS (AC166} 2X10 LOAO 8LOCKS 24' x 24' Metal Roof Covering Dinphrngm Diaphragm Loaded Petpendicular to Framing ~METALROOF / . COVERING -------"=------, CONT. 2x4---, (2) 2x6 PLATES LAPPED AT CCRNERS Detail I 12xl2 Metal Roof Covering Diaphragm End Rafter Seetion CONT. 2x10 END STRUT 0.162"x3" (16d COMMON), 4" O.C., STAGGER NAILS IN 2X4. STAGGER NAILS IN 2X 10 TO AVOID NAILS IN 2X4. 0,148"x3 1/Z' (10d COMMON), STAGGERED AT 24" o.c. 11 24' x 24' Mela[ Roof Covering Diaphragm Dluphrngm loaded Parallel to Fruming .r----· METAL ROOF COVERJNG (5) 0,162"x3 112• (16<1 COt.tMON), 4• o.c. STAGGERED IN lHE END BLOCKS (2) CONT. 2x6 ---f--. PLATES LAPPED AT CORNERS Dctall2 l'.lxl2 Mela! RoofCoveringDiaphmgm Cho:u Section 2x10 CONTINUOUS CHORD (3) 0.192"x4" (20d i~tsM~'P· ~RS 0.16t'x3 1/2" (16d COMMON), 4" O.C. STAGGER NAILS IN 2Xl0 TO AVOID NAILS IN 2X4. 0.148"x3 1/t' (tOd COMMON), 24" 0.C • STAGGERED ACCEPTANCE CRITERIA FOR METAL ROOF COVERINGS {AC166) 2x10 SOUO BLOCKING 2x4 (CONT.) (3) 0.1Jt"x2t (8d COMMON) TOE NAILED AT EACH EN_g: .... METAL ROOF 1 COVERING SOLID BLOCKING IS CONSTRUCTED BY CU111NG 2x1 O'S TO FIT BETWEEN THE RAFTERS. NAIL THE 2x 1 O'S TOGETHER USING (3) 0.131"x2 Y{ (Eld COMMON) NAILS IN A "V' PATTERN. ATTACH THE DOUBLE 2x10 TO THE RAFTERS USING (3) 0.131"x2 ½." (Bd COMMON) NAILS TOE-NAILED AT EACH END ON EACH ON EACH SIDE (SEE SHEET 10 OF 10). 2x10 CONTINUOUS CHORD Detail3 12xl2 Metal Roof Covering Diaphragm Solid Bridging 1 /2" xf> x'if' STEEL PLATE. DRILL 3 EQUALLY SPACED f DIA. HOLES ALONG THE CENTERLINE OF 'THE STEEL PLATE. SECURE STEEL PLATE IN PLACE USING (3) 0.192"x4" (20d COMMON) NAILS, DRIVEN THROUGH THE PREORILLEO HOLES IN THE STEEL PLATE THAT HOLD THE CHORD MEMBERS TO THE RAFTER. '-----TWO ROWS OF SDS25412 SCREWS 2x10 CONTINUOUS RAFTER (2) 2x6 SISTER---..J BEAM BOLTED ON EACH SIDE OF RAFTER ( CENTER ON RAFTER DEPTH) Detail 5 l 2:d2 Metal Roof Covering Diaphragm Steel .Plate and 2x6 Scabs @ 2'-rf' o.c. (ALTERNATE 11-IE STAGGER OF SCREWS IN 11-IE TWO ROWS) 12 2x 10 CONTINUOUS RAFTER 0 ~----(3) 0,192"x4" (20d Detail4 COMMON), INTO END OF RAFTERS 2x10 CONTINOUS CHORD 2x4 BLOCKING BETWEEN RAFTERS 0 0.162"x3 Jt.t (16 COMMON), 4" O.C., STAGGERED 2xl O CONTINUOUS STRUT 12xl 2 Met:il Roof Ccvering Diaphragm Comer Detail 2x10 CONTINUOUS STRUT (3) 0.162"x3 1/2" ( 16d COMMON) NAILS, TOE-NAILED AT EACH ENO 2x10 LOAD BLOCK 2-2x10 LOAD---_,. BLOCKS NOTE: SHEATHING NOT NAILED TO LOAD BLOCKS (5) 0.162"x3 1/2" (16d COMMON) NAILS, STAGGERED IN A "W' PATTERN 2x10 CONTINUOUS RAFTER 2x10 CONTINUOUS CHORD Detail 6 LOAD BLOCKS ARE CONSTRUCTED BY ClJTTING 2x1 O'S TO MAINTAIN CORRECT RAFTER SPACING, NAIL THE 2x1 O'S TOGETHER USING (3) 0.131"x2/i" (8d COMMON) NAILS IN A "V' PATTERN. ATTACHED THE DOUBLE 2x10 TO 11-IE RAFTERS USING (3) 0.131"x2)f {8d COMMON) NAILS TOE-NAILED AT EACH ENO AT EACH SIDE. l2xl2 Metal Roof Covering Diaphragm Load Block Detail . ' I ,.J _~, ~:,~ ' : . ' J '---•-., -~ ,, , . ...,,, -..... '..., "·-: \' i' .,-. '' -· 4' -.. ,..', _:~:<f-~,C\_ ,_:;;:_<I 2'-~-;~ UCL'/;' Gen: 7 .5 18 -N,ew Buiil:d ., lnn:FUSlO:N: H / 1:M;PROV --------•4--~ -·- Plan Mark Plan Mark Cut Sheet Description Model No. Finish Manufacturer Area Location (New) (Old) Index SNK-01 LAV-1 SINK(A! SNK-"Ovalyn Undercounter Sink" 0496.221.020 White American Standard Companies Inc. Guestroom Dressing BWL01A Bowl: 17" x 14" x 5-1/2" I Undermount (Granite) SNK-"Caxton Undercounter Lavatory" K-2210-0 White Kohler Company Guestroom Dressing BWL01 K Bowl: 17" x 14" x 4" / Undermount (Granite) FAUCET(B! SNK-"Reliant 3" w/ red/blue Index Handle 7385.000RB.002 Chrome (Polished) American Standard Companies Inc. Guestroom Dressing SNK-01 LVP FCT01A 1.50 GPM 4-1/2" Spout SNK-l "Coralais" Single Control with red/blue FCT01K index 1.50 GPM (WaterSense Certified) 4-1/2" Spout/ 4" Centers SNK-l "Chatueau" Single-Handle Lavatory FCT01 M Faucet with red/blue index and Metal Waste Assembly 1.50 GPM (WaterSense Certified) 4-3/8" Spout/ 4" Centers SNK-l "Classic Series" Single-Handle Lavatory FCT04D Faucet with red/blue index 1.50 GPM 5" Spout / 4" Centers SINK(A! SNK-"Caxton Undercounter Lavatory'' BWL01K Bowl: 17" x 14" x 4" / Undermount (Granite) K-15182-XF-CP L4621 520-DST K-2210-0 JNote 1: Items shown With "(UPG)" or"(Upgrade)", are an upgrade to standard' items. Chrome (Polished) Chrome (Polished) Chrome (Polished) White IN,;ite 2: Standard' Finish for Guestroom "]';rim is Chrome (Polished or Bright) (Noted otherwise, if not available}. Kohler Company Moen Incorporated Delta Faucet Company Kohler Company !Note 3: St;:mdard Finish for Public & Employee Restroom Trim is Chrome· (Polished or Bright) (Noted otherwise if not available}. !Note 4: Church Seats are suggested due to improvedmountirig, brackets. Guestroom Dressing Guestroom Dressing Guestroom Dressing Guestroom Dressing INote 5: Plan Mark Numbers with "LVP;' are to be used for Marriott CFRST LEED Volume Program Projects in lieu of same P,lan Mark Number without the "LVP". ·, 110/03/11 Residence lfln Plumbing, Fixture Matrix ( -000b-R.iPlumbing Fixture Matrix) Page 13 of 44 ,., --A --• • -~ -·--------~~------- SNK-01 LVP SNK-02 LAV-2 Fl!ll_CET(.§1. SNK-1 "Coralais" Single Control with red/blue FCT01K index 1.50 GPM (WaterSense Certified) 4-1/2" Spout/ 4" Centers SINK(A1 SNK-"Ovalyn Undercounter Sink" BWL01A Bowl: 17" x 14" x 5-1/2" / Undermount (Granite) SNK-I "Caxton Undercounter Lavatory" B\J\/L01 K _ Bowl: 17" x 14" x 4" / Undermount (Granite) FAUCET(B1 SNK-l "Reliant 3" w/ red/blue Index Handle FCT01A 1.50 GPM 4-1/2" Spout SNK-I "Coralais" Single Control with red/blue FCT01K index 1.50 GPM (WaterSense Certified) 4-1/2" Spout/ 4" Centers SNK-I "Chatueau" Single-Handle Lavatory FCT01 M Faucet with red/blue index and Metal Waste Assembly 1.50 GPM (WaterSense Certified) 4-3/8" Spout/ 4" Centers SNK-I "Classic Series" Single-Handle Lavatory FCT04D Faucet with red/blue index 1.50GPM 5" Spout / 4" Centers K-15182-XF-CP 0496.221.020 K-2210-0 7385.000RB.002 K-15182-XF-CP L4621 520-DST iNote 1': Items showri :witlil "(UPG)" or "fl.Jpgrade)", are ~m upgrade, to' .standard items. Chrome Kohler Company (Polished) White American Standard Companies Inc. White Kohler Company Chrome American Standard Companies Inc. (Polished) Chrome Kohler Company (Polished) Chrome Moen Incorporated (Polished) Chrome Delta Faucet Company (Polished) !Note 2: Standard Finish for Guestroom Trim is Chrome (Polished or Bright) .(Noted otherwise if not available). !Note 3: Standard Finish for Public & Employee Restroom Tr.im is Chrome (Polished or Bright) (Noted otherwise if not available). !Note 4: Church Seats are suggested due to improved mountir.ig brackets. · Guestroom Guestroom Guestroom Guestroom Guestroom Guestroom Guestroom ----" -~ - Dressing ADA Dressing ADA Dressing ADA Dressing ADA Dressing ADA Dressing ADA Dressing !Note 5: Plan Mark Numbers with "L VP" are to be used for Marriott CFRST LEED Volume Program Projects in lieu of same Plan Mark Number without the "LVP". 22 224 4 44 SNK-02 LVP S/NK(A/ SNK-"Caxton Undercounter Lavatory" K-2210-0 BWL01 K Bowl: 17" x 14" x 4" / Undermount (Granite) FAUCET(B/ SNK-"Coralais" Single Control with red/blue K-15182-XF-CP FCT01 K index 1.50 GPM (WaterSense Certified) 4-1/2" Spout/ 4" Centers White Chrome (Polished) INote 1: Items shown with "(UPG)" or "(Upgrade)", are an upgrade to standard' items. !N9te 2: Standard F"inish for Guestroom Trim is Chrome, (Polished or.Bright) (Noted otherwise, if not available). Kohler Company Kohler Company !Note 3: Standard Finish for Public & Employee Restroom Trim is Chrome (Polished. or Hright)(Noted otherwise if not available). !Note 4: Church Seats are suggested due to improved mounting brackets. Guestroom ADA Dressing Guestroom ADA Dressing 1Note 5: Plan Mark Numbers ·with "LVP" are to be used for Marriott CFRST LEED Volume Program Projects i'n'lieu of same Plan Mark Number without the "LVP". 22 224 44 SNK-04 LAV-4 S/NK(A! SNK-"Ovalyn Undercounter Sink'' 0496.221.020 White American Standard Companies Inc. BWL01A Bowl: 17" x 14" x 5-1/2" I Undermount (Granite) SNK-I "Caxton Undercounter Lavatory" K-2210-0 White Kohler Company BWL01 K Bowl: 17" x 14" x 4" / Undermount (Granite) FAUCET(B! SNK-I "Reliant 3" w/ red/blue Index Handle 7385.000RB.002 Chrome American Standard Companies Inc. FCT01 A 1.50 GPM (Polished) 4-1/2" Spout SNK-l "Coralais" Single Control with Red/Blue K-15198-XF-CP Chrome Kohler Company FCT03K index and Grid Drain (Polished) 1.50 GPM (WaterSense Certified) 4-5/8" Spout/ 4" Centers !Note 1: Items. shown with "(UPG)" or "(Upgrade)", are an upgrade to standard items. !Note 2: Standard Finish for Guestroom T>rim is Chrome (Polished or Bright) (Noted otherwise if not available). !Note 3: Standard Finish for Public & Employee Restroom Trim .is Chrome (Polished or Bright) (Noted otherwise if not ,available). !Note 4: Church Seats are su·ggested due to· improved mounting brackets. Public Restroom Public Restroom Public Restroom Public Restroom !Note 5: Plan Mark Numbers with "LVJ=i" are to be used for Marriott CFRST LEED. Volume Program Projects in lieu of same Plan Mark Number without the "LVP". 22224 6 44 SNK-04 LAV-4 ISNK-I "Chateau" Single-Handle Lavatory L4601 & Chrome Moen Incorporated Public Restroom FCT01 M Faucet with red/blue index and Metal 14750 (Polished) Waste Assembly 1.50 GPM (WaterSense Certified) 4-3/8" Spout/ 4" Centers SNK-I Single-Handle Lavatory Faucet with 523LF-HDF Chrome Delta Faucet Company Public Restroom FCT02D red/blue index and grid drain (Polished) 1.50 GPM 5" Spout / 4" Centers SINK STRAINER (C) SNK-I Sink Strainer 4331.013.002 Chrome American Standard Companies Inc. Public Restroom STR01A (Polished) SNK-I "Duostrainer" K-8801-CP Chrome Kohler Company Public Restroom STR01K (Polished) SNK-I Sink Strainer I Metal Waste Assembly 14750 Chrome Moen Incorporated Public Restroom STR01M (Polished) SNK-I Sink Strainer 72010 Chrome Delta Faucet Company Public Restroom STR01D (Polished) SNK-04 SINK/A/ LVP SNK-"Caxton Undercounter Lavatory" K-2210-0 White Kohler Company Public Restroom BWL01K Bowl: 17" x 14" x 4" / Undermount (Granite) FAUCET(B/ SNK-I "Coralais" Single Control with Red/Blue K-15198-XF-CP & Chrome Kohler Company Public Restroom FCT03K index and Grid Drain w/1.0 Aerator 1139282 (Polished) 1.00 GPM (WaterSense Certified) 4-5/8" Spout / 4" Centers tNote 1': Items shown with "(UPG):' o-r "(Upgrade)", are an upgrade to standard items. !Note 2: Standard Finish for Guestroom Trim is Chrome (Polished or Bright) (Noted otherwise if not available). INote 3: Stand~ird F,inish for Pl:lblic & Employee Restroom Trim .is Chrome (Polished or Bright) (Noted otherwise if not available). !Note 4: Church Sei;1ts .are suggested. due to improved mounting brackets. 1Note ,5: Pfan:Mark Numbers with "LVP" are to be used for Marriott CFRST LEED Volume Program .Projects in lieu ,of same Plan Mark Number without the "LVP". 22 224 44 SNK-04 SINK STRAINER (C) LVP \SNK-I Lavatory Drain with Overflow and non-K-7127-A-CP Chrome Kohler Company Public Restroom ~TR03K removable metal stopper. (Note: (Polished} Provided with K-15198 Faucet) SNK-11 S-1 SINK(A) SNK-I "Lustertone Undermount Single Bowl ELU2115 Stainless Elkay Manufacturing Co. Guestroom Kitchenette BSN12E Sink" Steel Bowl: 21" x 15-3/4" x 7-1/2" I Undermount (Granite) SNK-I "McAllister Undercounter Kitchen Sink" 11447-NA Stainless Kohler/ Sterling Company Guestroom Kitchenette BSN10K Bowl: 23-3/8" x 17-11/16" x8" / Steel Undermount (Granite) FAUCET(BI SNK-I "Reliant Single Control Kitchen Faucet" 4205.000.002 Chrome American Standard Companies Inc. Guestroom Kitchenette FCT13A 9-1/4" Swing Spout (Polished) SNK-l "Coralais" Single Control with red/blue K-15171-XF-CP Chrome Kohler Company Guestroom Kitchenette FCT12K index (Polished) 2.20 GPM Swing Spout SNK-l "Chateau" Single Handle Kitchen 7425 Chrome Moen Incorporated Guestroom Kitchenette FCT12M Faucet with red/blue index (Polished) 2.20GPM 9-1/4" Swing Spout SNK-l "Foundation" Series Single-Handle B1310LF Chrome Delta Faucet Company Guestroom Kitchenette FCT14D Lavatory Faucet with red/blue index (Polished) 2.20 GPM 9-1/2" Swing Spout/ 4" Centers !Note 1: 'Items ·shown with "(UPG)" or "(Upgrade)", are an upgrade to standard items. !Note 2: Star:idardFinish for Guestroorn Trim is Chrome,.(Polished or Bright) (Noted otherwise if nof available). INote 3: Standard Finish for Public & Employee Restroom Trim is Chrome (Polished or Bright) (Noted otherwise if not available). i,Note 4: Church Seats are suggested' due to improved mounting brackets. !Note 5: Plan Mark Numbers with "L VP" are to, be used for Marriott CFRS'.f LEED Volume Program Projects in lieu of same Plan Mark Number without the "L VP''. 22 224 44 SNK-11 S-1 SINK STRAINER (CJ SNK-I Sink Strainer 4331.013.002 Chrome American Standard Companies Inc. Guestroom Kitchenette STR01A (Polished) SNK-i "Duostrainer" K-8801-CP Chrome Kohler Company Guestroom Kitchenette STR01K (Polished) SNK-Sink Strainer 72010 Chrome Delta Faucet Company Guestroom Kitchenette STR01D (Polished) SNK-11 SINK(A) LVP SNK-"McAllister Undercounter Kitchen Sink" 11447-NA Stainless Kohler/ Sterling Company Guestroom Kitchenette BSN10K Bowl: 23-3/8" x 17-11/16" x 8" / Steel Undermount (Granite) FAUCET(B) SNK-I "Coralais" Single Control with red/blue K-15171-XF-CP & Chrome Kohler Company Guestroom Kitchenette FCT12K index w/1.5 Aerator 1053334 (Polished) 1.50 GPM Swing Spout SINK STRAINER (Cl !SNK-l "Duostrainer" K-8801-CP Chrome Kohler Company Guestroom Kitchenette STR01K (Polished) SNK-12 S-2 SINK(A) SNK-~ "Lustertone Single Bowl Sink" LRAD2521 x 5-1/2" Stainless Elkay Manufacturing Co. Guestroom ADA Kitchenette BSN11E Bowl: 21" x 15-3/4" x 5-1/2" /Top Mount Depth Steel (Granite) FAUCET(B) SNK-I "Reliant Single Control Kitchen Faucet" 4205.000.002 Chrome American Standard Companies Inc. Guestroom ADA Kitchenette FCT13A 9-1/4" Swing Spout (Polished) JNote 1: Items shown with "(UPG)" or "(Upgrade}", are an upgrade to standard items. !Note 2: . Standard Finish for Guestroom Trim is Chrome (Pcilished or Bright) (Noted otherwise if not available). !Note 3: Standard Finish for.Public·& Employee Restroom T:rim is Chrome (Polished or Bright) (Noted otherwise if not available). !Note 4: Church Seats are !:;,Uggested due to improved mounting brackets. · iNote 5: Plan Mark Numbers with "LVP" are to be used for Marriott CFRST LEED Volume Program .Projects in lieu of same Plan Mark Number without the "LVP". 22 224 9 44 SNK-12 S-2 SNK-12 LVP SNK-"Coralais" Single Control with red/blue K-15171-XF-CP FCT12K index 2.20GPM Swing Spout SNK-"Chateau" Single Handle Kitchen 7425 FCT12M Faucet with red/blue index 2.20GPM 9-1/4" Swing Spout SNK-"Foundation" Series Single-Handle FCT14D Lavatory Faucet with red/blue index 2.20 GPM 9-1/2" Swing Spout/ 4" Centers SINK STRAINER (CJ ISNK-11 Sink Strainer ~ SNK-11 "Duostrainer" ~ SNK-11 Sink Strainer STR01D SINK(A) SNK-"McAllister Undercounter Kitchen Sink" BSN10K Bowl: 23-3/8" x 17-11/16" x 8" / Undermount (Granite) FAUCET(B) SNK-"Coralais" Single Control with red/blue FCT12K index w/1.5 Aerator 1.50 GPM Swing Spout B1310LF 4331.013.002 K-8801-CP 72010 11447-NA K-15171-XF-CP & 1053334 Chrome (Polished) Chrome (Polished) Chrome (Polished) Chrome (Polished) Chrome (Polished) Chrome (Polished) Stainless Steel Chrome (Polished) JNote 1': Items shown With "(UPG.)" or "(Upgrade)", are an upgrade to standard items. iNote 2: Standard Finish for Guestroom Trim is Chrome Wolished or Bright) (Noted otherwise if not available). Kohler Company Guestroom ADA Kitchenette Moen Incorporated Guestroom ADA Kitchenette Delta Faucet Company Guestroom ADA Kitchenette American Standard Companies Inc. Guestroom ADA Kitchenette Kohler Company Guestroom ADA Kitchenette Delta Faucet Company Guestroom ADA Kitchenette Kohler / Sterling Company Guestroom ADA Kitchenette Kohler Company Guestroom ADA Kitchenette (Note 3: Standard Finish for Public & Employee Restroom Trim is Chrome (Polished or Bright) (Noted otherwise if not available). !Note 4: Church Seats are suggested due to improved' mountir:ig brackets. INote 5: Plan Mark Numbers with "L VP" are to be used for Marriott CFRST LEED Volume Program .Projects in lieu of same Plan Mark Number without ,the "LVI?". 22 224 2 44 SNK-12 LVP SINK STRAINER (C) SNK-11 "Duostrainer" STR01K K-8801-CP Note 1: Item$ shown With "(UPG)" or ".(Upgrade),", are ah upgrade to standard items. Chrome (Polished) iNote 2: Standard' Fini.sh fot Guesttoom Trim is Chrome (Polished or Bright) (Not\'ld otherwise if not available). Kohler Company Guestroom ADA Kitchenette !Note 3: Standard Finish for Public & Ernployee Restroom Trim i.s Chrome (Polisned or Bright) (Noted otherwise if not available). lNote 4: Church Seats are suggested due to improved mounting brackets. !Note 5: Plan Mark Numbers with "LVP" .are to be used for Marriott CFRST, LEED Volume Rtogram Projects in lieu of same PlanMarkNumberwith9ut the "LVP". .22 224 2 44 -,h,,,·,: i ~ .. ~ _ .. /' !.. • ;. ' ' : .. ' ' .. I .. "Rear install" shown .r SPXR-A / SPXR-HP-A Series Single Package Vertical Unit Straight Cool and Heat Pump 3/4 through 2 tons, up to 10 kW Electric Heat The SPXR-A Series "Suite 20" is a compact, through-the- wall single package vertical HVAC unit that delivers condi- tioned air from a single unit to multiple rooms. The SPXR- A series is available in straight cool (SPXR-A) or heat pump (SPXR-HP-A) models. Having a small footprint (20" X 20") allows the SPXR-A to use a minimal amount of floor space. The SPXR-A installs easily into a closet having an exterior wall. Like your home, a standard wall mounted thermostat controls the SPXR-A unit. Applications for the SPXR-A include: • Hotels/ Motels • High rise apartments / Condominiums • Assisted Living / Independent care facilities • Student housing • Manufactured/ Modular buildings Standard Features: (see pages 4 and 5 for further information) • Completely pre-charged with environmentally friendly R-41 OA refrigerant • Easy access for in-place service of most components • Multi-function micro-processor board that includes the following functions: o Evaporator coil low temperature protection o Low ambient lockout o Random restart o Compressor restart delay °຤Front desk control capability o Fan-off delay in the cooling mode • Service disconnect • Completely insulated cabinet for sound attenuation and weather infiltration • Adjustable fresh air damper • No tool needed to replace the filter • Weight-supporting, single piece wall sleeves (except side access sleeves) for various wall thicknesses from 5" to 20" • Sleeves have primary condensate drain connection with secondary overtlow to building exterior • All sleeves are shipped with a weather guard • Flush type exterior architectural louvers Optional Features: (see page 8) • Side access wall sleeves (rear access is standard) • Custom painted exterior architectural louvers • Hurricane louver/ sleeve combinations • Various louvered and non-louvered interior access panels • Digital wall mount thermostats with or without high and low temperature limits FIRST CO. -P.O. Box 270969 -Dallas, Texas 75227 -Ph. (214) 388-5751 -Fax (214) 388-2255 -www.firstco.com I I SPXR-A Series Cooling Only In keeping with its policy of continuous progress and product improvement, First Co. reserves the right to make changes without notice. Maintenance for all First Co. products is available under "Product Maintenance" at www.firstco.com. ER CONDENS OUTLET --....... CONDENS ER INLET A B 9, 12, 18S PXR-A 6-1/2 6-1/2 24SPXR-A 10 3 ELECTRICAL DATA (208/230V-1 PH-60Hz) 1111111 '"'-----...._ / DUCT OPENING / l1 --- 111111 1111111 66 ELEME BLOWER MOTOR 41-1/4 ---NT -~ ~o -- FILTER -81- I LOW VOLTAGE 00 00 0 00 00 0 0 00 00 g RETURN AIR ELECTRIC HEAT DATA BLOWER DATA CONDENSER DATA MINIMUM MAXIMUM UNIT MODEL \kw 230V\ 208V -0-A 0 l 9SPXR -2-A 2 -3-A 3 -4-A 4 -0-A 0 0 -2-A 2 1.5 12SPXR -3-A 3 2.25 -4-A 4 3 -5-A 4.5 3.38 -0-A 0 0 -2-A 2 1.5 -3-A 3 2.25 -:ir:i:r 4 3 18SPXR _5_A 4.5 3.38 -6-A 6 4.5 -8-A 8 6.0 -10-A 9 6.75 -0-A 0 0 -3-A 3 2.25 -4-A 4 3 24SPXR -5-A 4.5 3.38 -6-A 6 4.5 -8-A 8 6.0 -10-A 9 6.75 BLOWER DATA UNIT MOTOR MODEL SPEED CONN.(1) 0.05 HIGH 490 9SPXR-A MED(H&C) 390 LOW 310 HIGH 490 12SPXR-A MED (H & C) 400 LOW 310 HIGH 740 18SPXR-A MED(C) 670 LOW(H) 560 HIGH 920 24SPXR-A MED(C) 870 LOW(H) 760 (1) Factory Settings: TOTAL HEATING EVAPORATOR CONDENSER CIRCUIT CIRCUIT BTUH COMPRESSOR AMPS MOTOR MOTOR ~ACITY P'3Q!ECTION 230V 208V 230V 208V AMPS HP RLA LRA FLA HP 208V 230V {208v 230V 0 0 0.0 0.0 6800 5100 9.0 7.9 10200 7700 13.2 11.5 13600 10200 17.4 15.1 \~o 0 0.0 0.0 5100 9.0 7.9 10; 7700 13.2 11.5 1360 10200 17.4 15.1 15350 11500 19.5 17.0 0 0.0 0.0 6800 to 9.2 8.1 10200 7~t 13.4 11.7 13600 1020 17.6 15.3 15350 11500 1r 17.1 20500 15350 9 22.5 27300 20500 2 29.7 30700 23000 4 33.3 0 0 o.o~ 0.0 10200 7700 15.3 13.6 13600 10200 19.5 I 15350 11500 21.6 1 20500 15350 27.8 5 27300 20500 36.2 . 30700 23000 40.3 3 CFM vs EXTERNAL STATIC PRESSURE 0.10 0.15 0.20 0.25 0.30 0.35 480 465 450 440 430 420 380 370 360 350 340 330 300 290 280 270 260 245 480 470 460 450 440 425 390 380 370 360 350 335 300 290 280 270 260 250 730 715 700 685 670 650 660 645 630 615 600 585 550 545 530 515 500 485 900 880 860 835 810 785 860 850 840 820 800 775 750 740 730 720 710 700 .72 .72 .87 2.8 0.40 410 320 230 410 320 240 630 570 470 760 750 690 ..._,.,, 7 15 1/8 4.4 25 .50 1/15 10 12 15 15 17 15 19 22 20 9 9 15 10 12 15 1/8 5.6 29 .72 1/10 15 17 15 19 22 20 22 25 25 12 12 20 12 12 20 15 17 20 1/8 6.5 43 .72 1/10 19 22 20 22 25 25 28 33 30 37 43 40 42 48 45 17 17 20 17 19 20 21 24 25 1/3 9.9 54 .74 1/8 24 27 25 30 35 30 39 45 40 44 50 45 COOLING I PERFORMANCE DATA STANDARD UNIT MODEL RATING (1) EER BTUH 9SPXR·A 8900 9.0 12SPXR·A 11500 9.0 18SPXR·A 17400 9.0 24SPXR-A 21500 9.0 (1) Tested at 95°F DBn5°F WB outdoors and 80°F DB/67°F WB indoors. (2) Tested in accordance with ARI Standard 390. 15 15 20 25 15 15 20 25 25 20 20 20 25 25 35 45 50 20 20 25 30 35 45 50 (H) = Heating, (C) = Cooling ) -2- SHIP WT. 245 245 255 255 / DUCT OPENING SPXR-HP-A Series / I, Heat Pump In keeping with its policy of continuous progress and product improvement, First Co. reserves the right to make changes without notice. Maintenance for all First Co. products is available under "Product Maintenance" at www.firstco.com. A B I 9,12,18SPXR-A 6-1/2 6-1/2 I 24SPXR·A 10 3 ELECTRICAL DATA {208/230V-1PH-60Hz) CONDENS OUTLET ER ----- CONDENS INLET ER 1111111 ~~ 1 11111 ELECTRIC HEAT DATA TOTAL HEATING UNIT MODEL kW BTUH AMPS 230V 208V 230V 208V 230V 208V ·2 2 1.5 6800 5100 9.0 7.9 SSPXR -3 ·HP-A 3 2.25 10200 7700 13.2 11.5 -4 4 3 13600 10200 17.4 15.1 -2 2 1.5 6800 5100 9.0 7.9 12SPXR -3 ·HP-A 3 2.25 10200 7700 13.2 11.5 -4 4 3 13600 10200 17.4 15.1 -5 4.5 3.38 15350 11500 19.5 17.0 ·2 2 1.5 6800 5100 9.2 8.1 -3 3 2.25 10200 7700 13.4 11.7 -4 4 3 13600 10200 17.6 15.3 18SPXR -5 ·HP-A 4.5 3.38 15350 11500 19.6 17.1 -6 6 4.5 20500 15350 25.9 22.5 -8 8 6.0 27300 20500 34.2 29.7 -10 9 6.75 30700 23000 38.4 33.3 -3 3 2.25 10200 7700 15.3 13.6 -4 4 3 13600 10200 19.5 17.3 24SPXR -5 ·HP-A 4.5 3.38 15350 11500 21.6 19.1 -6 6 4.5 20500 15350 27.8 24.5 -8 8 6.0 27300 20500 36.2 31.7 -10 9 6.75 30700 23000 40.3 35.3 NOTE: 66 1111111 BLOWER DATA EVAPORATOR MOTOR AMPS HP .72 1/8 .72 1/8 .87 1/8 2.8 1/3 ELEMENT BLOWER MOTOR 41-1/4 LOW VOLTAGE . CONDENSER DATA CONDENSER COMPRESSOR MOTOR RLA LRA FLA HP 4.4 25 .50 1/15 5.6 29 .72 1/10 6.5 43 .72 1/10 9.9 54 .74 1/8 000 000 00 0 000 000 00 00 0 000 000 00 00 0 0 MINIMUM CIRCUIT AMPACITY 208V 230V 10 12 15 17 19 22 10 12 15 17 19 22 22 25 12 12 15 17 19 22 22 25 28 33 37 43 42 48 17 19 21 24 24 27 30 35 39 45 44 50 RETURN AIR MAXIMUM CIRCUIT PROTECTION 208V 230V 15 15 15 20 20 25 15 15 15 20 20 25 25 25 20 20 20 20 20 25 25 25 30 35 40 45 45 50 20 20 25 25 25 30 30 35 40 45 45 50 Compressors in these models do not operate simultaneously with heater elements. BLOWER DATA MOTOR CFM vs EXTERNAL STATIC PRESSURE UNIT MODEL SPEED CONN. (1) 0.05 0.10 0,15 0.20 0.25 0,30 0.35 HIGH 490 480 465 450 440 430 420 9SPXR·HP·A MED(H&C) 390 380 370 360 350 340 330 LOW 310 300 290 280 270 260 245 HIGH 490 480 470 460 450 440 425 12SPXR-HP-A MED(H&C) 400 390 380 370 360 350 335 LOW 310 300 290 280 270 260 250 HIGH 740 730 715 700 685 670 650 18SPXR-HP-A MED(C) 670 660 645 630 615 600 585 LOW(H) 560 550 545 530 515 500 485 HIGH 920 900 880 860 835 810 785 24SPXR-HP·A MED(C) 870 860 850 840 820 800 775 LOW(H) 760 750 740 730 720 710 700 (1) Factory Settings: (H) = Heating, (C) = Cooling 0.40 410 320 230 410 320 240 630 570 470 760 750 690 COOLING/ PERFORMANCE DATA STANDARD UNIT MODEL RATING (1) EER BTUH 9SPXR·HP-A 8900 9.0 12SPXR·HP·A 11400 9.0 18SPXR·HP·A 17200 9.0 24SPXR·HP·A 21300 9.0 (1) 95°F DB/75°F WB outdoor· 80°F DB/67°F WB indoor. (2) Tested in accordance with ARI Standard 390. HEATING/ PERFORMANCE DATA (3) STANDARD UNIT MODEL RATING (1) BTUH 9SPXR-HP-A 8500 12SPXR-HP-A 11500 18SPXR-HP-A 16700 24SPXR•HP-A 20300 (1) 47°F DB/43°FWB outdoor, 70°F DB/60°F WB indoor . . 3. COP (47°) 3.0 3.0 3.0 3.0 SHIP WT. 245 245 255 255 Filter Electrical Disconnect Approximate Fastener Locations Electrical Service Knockout Figure 1 -General Assembly Rough-in Dimensions 44"H X 21-5/S"W Architectural Grille (See P.8) Sleeve Seal Wall Sleeve (See P.8) FEATURES AND BENEFITS 1. Solid State Circuit Board -Incorporates the following control features: • • • • • • Evaporator coil low temperature protection -During the cooling mode, should the evaporator coil experience either a low temperature condition that could result in ice build up on the coil or a reduced air flow situation, a temperature sensor attached to the coil will de-energize the SPXR-A unit. The sensor will re-energize the SPU unit when the coil warms back up. Low ambient lockout -Locks out compressor at ambient temperatures below 40°F to extend compressor life . Random restart-When poweris turned on after a power outage, a built-in random restart (3 to 4 minutes) prevents all compressors from restarting simultaneously. Compressor restart delay-This delay ensures that system pressures are allowed to equalize before a compressor restart, which extends compressor life. Front desk control -When wired to a front desk console, each unit can then be enabled or disabled from the front desk, thus saving the energy used to condition unoccupied rooms. Fan delay -A fan delay allows the evaporator blower to continue running for up to 45 seconds after the thermostat is satisfied. This feature maximizes cooling performance. 2. Service Pullout -Factory installed for service convenience and maintenance. 3. Adjustable fresh air (manual) -To meet code requirements for fresh air introduction. When opened, the fresh air vent (see Figure 8) allows up to 50 CFM of outside air to be introduced into the equipment closet. The air then mixes with return air entering the closet through the return air grille. 4. Wall-mounted thermostat -(See "accessories", P.8) The SPXR-A is easily controlled by a standard low voltage wall thermostat rather than complicated unit-mounted controls. Low voltage wires are "stubbed" out the left side of the cabinet. -4- FEATURES AND BENEFITS (CONT.) 5. Wall Sleeve -(See Figures 1, 4 and 5) Rear or side install wall sleeves are provided for installation during rough-in and, when ready, the SPXR-A unit is simply slid into the sleeve and the ductwork and electrical connected. The sleeve is a weight-bearing sleeve that supports the entire weight of the SPXR-A unit and provides a weather tight seal against wind and water infiltration. A 3/4" male NPT fitting is provided in the bottom of the sleeve for field connection to a condensate riser. Four wall sleeve depths are available to accommodate wall thickness from 5" to 20". Each sleeve includes a factory installed "weather guard" to cover the sleeve opening during construction. 6. Unique "Sleeve Drain" Condensate System -(Also see Figure 4) A factory installed drain line connects the evaporator drain pan to a vertical pipe connection in the SPXR-A base pan. Evaporator condensate is delivered from the SPXR-A unit to a "Rear Install" sleeve shown catch tray in the wall sleeve and exits the sleeve through the 3/4" male NPT fitting. This design allows the plumber to completely pipe the drain to a condensate riser during the rough- in stage, thus eliminating condensate connection problems usually encountered when trying to connect the HV AC drain to the riser after the HVAC unit is installed in the closet. This features also allows the SPXR-A unit to be removed for service without disconnecting the condensate piping! This configuration does not require any additional closet space to make the drain connection, as do some competitive products. 7. Secondary overflow: If for any reason the primary condensate riser becomes clogged, water will fill the catch tray and then be diverted through the sleeve to the exterior of the building, rather than be allowed to overflow into the closet or living area. Rain water entering the sleeve is automatically diverted to the building exterior as well. 8. Ductable return air -Return air can be ducted to the unit. However, most installations would not normally require ducted return air. 9. New "Flush Style" Architectural Louver -(See Figure 6) This new louver is an attractive extruded aluminum architectural louver that attaches to the outside face of the wall sleeve. The blades of this unique grille recess into the wall sleeve for a neat, "flush" appearance. Louvers install from the inside of the wall sleeve. Do not install the SPXR-A unit into the sleeve before installing the louver. 10. Filter Brackets -(See Figure 7) Filter Brackets and throw away filter are shipped with each unit and are field installed over the unit's evaporator coil. Filter size is 18 x 24 x 1. -5- Figure 2 SHOWN WITH OPTIONAL LOUVERED ACCESS PANEL (SeeP.8) NOTE: A solid door or panel In front with a side wall return air grill will result in lower sound levels. Figure 3 t Conditioned • .., Air Outside Air Outlet t • .., Outside Air Return Air CAULK ., .. SPXR-A Unit Tilt Sleeve 1/2 Bubble to outside IFIGURE4 I Side View (with "Rear Install" sleeve) UNIT/ SLEEVE DIMENSIONS Part Number Rear Install Side Install Fits Wall Thickness 936-18 936-118 5"-8"wall 936-28 936-12B 8" -12" wall 936-3B 936-138 12"-15"wall 936-4B 936-14B 15" -20" wall ' ... ·-.--I I i I l '---~----' . . ~-: A 9" 13" 16" 21" I FIGURE GI (Unit shown with "Rear Install" sleeve ) 1/4" min. Note: (!--.3. 'I' 'I' i : r j FIGURE 5 j -w ' . -l, -~ : t .J Side Install Sleeve Note: Separate wall mounting bracket is shipped with "side install" wall sleeves. "P" Trap is shown for illustration purposes only -It may not be required by local codes. 8 C 17" 26" 17" 30" 17" 33" 17" 38" Ducted Return Air Flanges Thermostat Wiring Fresh Air -"""-.... Vent "-/GJ ,··· -6- Service Pullout Filter -, .. , /raoket --~ jFIGURE 7 j Filter Bracket Detail One end of a 3" aluminum vent pipe is connected to the condenser venturi and the other end is connected to the side of the SPXR-A cabinet. A mesh screen is installed inside the vent pipe and a metal plate on the side of the cabinet covers the opening of the vent pipe. Up to 50 CFM of fresh air is introduced into the equipment closet by removing the metal cover plate. The fresh air then mixes with the return air and is then pulled through the evaporator coil and into the supply duct. The cover plate can be re-installed to par- tially close the fresh air opening if less than 50 CFM is desired. An external source of negative pressure (i.e. a bathroom fan) could be used to introduce more than 50 CFM of fresh air. Consult with factory for further details. jFIGURE8j SPXR-A Rear Installation Detail Grille width is 22" or 22-3/4'' Exterior ~-----~ Finish ... ~ Notes: Min. 2" Req'd : Unit must line up with door 1. opening to facilitate removal 2. when necessary 3. -----4----~ Sleeve rough-in opening is 44"(H) X 21-5/S"(W). Bottom of opening should be approx. 6" above floor level. Minumum 3" of clearance is required on all sides of the SPXR-Aunit. SPXR-A Closet Dimensions -Rear Installation Instructions: Notes: 1. 2. 3. To find the minimum closet depth (dimension "C''), use the following method: u. f C ,I(? Determine dimension "A" which is the total finished wall thickness. -For 5"-8" outside wall thickness, subtract "N' from 29". ("C" = 29 -"A") -For 8"-12" outside wall thickness, subtract "A" from 33". ("C" = 33 -"A") -For 12"-15" outside w~II thickness, subtract "N' from 36". ("C" = 36 -"Pt) I I : : 27" (minimum) A~~ SPXR-A Closet Dimensions -Side Installation Sleeve rough-in opening is 44"(H) X 21-5/8"(W). Bottom of opening should be approx. 6" above floor level. Determine dimension 'W' which is the total finished wall thickness. -For 5"-8" outside wall thickness, subtract "A" from 39". ("C" = 39 -"Pt) -For 8"-12" outside wall thickness, subtract "A" from 43". ("C" = 43 -"A") -For 12"-15" outside wall thickness, subtract "N' from 46". ("C" = 46 -"A") Minumum 3" of clearance is required on the sides of the SPXR-A unit and 12" clearance on the rear of the unit . -7- ACCESSORIES (sleeves, louver, and thermostat required for each installation) ACCESSORY DESCRIPTION DIMENSIONS PART NUMBERS SHIP WT. (EA) (HXWXD) STANDARD SLEEVES HURRICANE (5) REAR INSTALL SIDE INSTALL (3) REAR INSTALL REAR SIDE (non-Hurricane) (non-Hurricane) (side install n/a) For 5" -8" thick walls 43-3/4 X 21-3/8 X 26 936-18 936-118 936·1H 59 (4) 64(4) WALL SLEEVES For 8" -12" thick walls 43-3/4 X 21-3/8 X 30 936-28 936-128 936-2H 63 (4) 68(4) (2) For 12" -15" thick walls 43-3/4 X 21-3/8 X 33 936-38 936-138 936·3H 68(4) 73(4) For 15" -20" thick walls 43-3/4 X 21-3/8 X 38 936-48 936-148 936-4H 75(4) 80(4) Custom Primered Anodized Painted (for field painting) Aluminum ARCHITECTURAL Standard 44x22 G205S (1) G205P G205A 12 LOUVERS Hurricane 45-5/8 X 22-3/4 G215S (1) G215P G215A 22 Straight Cool (24V) • Digital 4x5 T630NC c1::::a::, :~~ ---cool -off -heat, auto -on (Horizontal) ... ::.-_ w/limits-(6-wlre) -·---·-· ,.~----~ Heat Pump (24V) • THERMOSTATS Digital w/emergency heat 4x5 T621-HPNC C:,QQ ---cool -off -heat, auto -on (Horizontal) ..,_"":: .. . .. w/limits-(6-wire) .. --·-----·- Proggramble (5-2) -st. Cool/Ht. Pump (24V) 4x5 T62200NC -=--~QC?. . ---cool-off-heat, auto-on (Horizontal) l O O 00 w/em. Ht. & limits (6-wire) l -. NOTES: "S" indicates custom color, to be provided by customer. Minimum order quantity is 20 per color. (i) (2) (3) (4) (5) Rear install application provides better access to the SPXR-A unit and is recommended over "side install" wherever possible. Side install application requires different closet size and configuration. (See P.7) Contact factory for further information. NOTE: A solid door or panel with a side wall return air grille will result in lower sound levels. All wall sleeves are shipped two (2) per carton. Hurricane sleeves require special louver (see "Architectural Louvers" above) (contact the factory for information about hurricane sleeves and louvers) OPTIONAL ACCESSORIES (field installed) COMPONENT DESCRIPTION DIMENSIONS PART (HXW) NUMBER FRAME OPENING LOUVERED (1) 87X31 84X28 931-11 ACCESS/ RETURN NON-LOUVERED (2) 87X31 84X28 931-12 AIR PANEL (3)(4) LOUVERED (1) 82X31 79X28 931-13 NON-LOUVERED (2) 82X31 79X28 931-14 NOTES: (1) Includes 18 x 24 x 1 filter. (2) Requires external return air grille and unit mount filter. (3) Both panels are insulated for sound reduction and have tamperproof screws. (4) Panels are shipped ten per carton. MODEL NUMBER NOMENCLATURE 18 SPX R 5 HP -A SHIP WT. 55 55 NOM. CAPACITY (CLG.) T T --=--REVISION !.,ygRSION 9 • 9,000 BTUH 12 -12,000 BTUH 18-18,000 BTUH 24-24,000 BTUH SERIES SPX-SLIM VERTICAL PTAC REFRIGERANT R=R-410A Catalog No. SPXR-A911 (Replaces SPXR-A81 i A) HP -HEAT PUMP NO LETTERS -STRAIGHT COOL ELECTRIC HEAT 0=0 kW @240V 3=3 kW @240V 5=5 kW @240V 6=6 kW @240V 8=8 kW @240V 10 = 10kW@ 240V -8- 31.00 ~ 28.00 OPENING INSIDE "8" "A" FRAMED OPENING INSIDE PART NO. "A" "B" 931-11 87.00 84.00 931-13 82.00 79.00 SPX SERIES PACKAGED AIR CONDITIONING/HEAT PUMP UNITS INSTALLATION, OPERATION AND MAINTENANCE INSTRUCTIONS **WARNING TO INSTALLER, SERVICE PERSONNEL AND OWNER** Altering the product or replacing parts with non authorized factory parts voids all warranty or implied warranty and may result in adverse operational performance and/or a possible hazardous safety condition to service personnel and occupants. Company employees and/or contractors are not authorized to waive this warning. Current Maintenance Program is available atwww.firstco.com under "Product Information". GENERAL These instructions give information relative to the SPX unit only. Refer to Wall Sleeve and Grille installation instructions for those components. The manufacturer assumes no responsibility for equipment installed in violation of any code requirements. For other related equipment refer to the proper instructions. The SPX is shipped in one package, completely assembled. Material in this shipment has been inspected at the factory and released to the transportation agency in good condition. When received, a visual inspection of all cartons should be made immediately. Any evidence of rough handling or apparent damage should be noted on the delivery receipt and the material inspected in the presence of the carrier's representative. If damage is found a claim should be filed against the carrier immediately. HW Units-Note: State of MA.-248 CMR codeofthestateofMA. requires a pump timer (60 seconds on .every 6 hours}. See diagram. ****** WARNING ****** Unit must not be operated during building construction due to excessive airborne dust and debris. The units must not be operated under any circumstances without an air filter in place. PACKING LIST Items packed inside the unit: (1) Filter Bracket (1) Filter Clip Figure 1 -Typical Suite Installation LOCATION The SPX is designed for through- the-wall installation. The interior portion of the unit is surrounded by a closet with a rear access (Fig. 1 ). The vertical discharge allows for ducting to the top of the room for best air circulation and elimination of cold drafts on occupants. The exterior (grille side) of the unit must have no obstructions (trees, landscape materials, etc.) within 18 inches. Do not locate two units adjacent to each 1 other on an inside corner or where they may exhaust into each other. Provisions should be made to allow access to the indoor side of the unit for installation and inspection. The closet or access panel opening must be centered with the exterior wall opening and be at least 24" wide by 84" tall. Three (3) inches of unobstructed space is required on all sides of the SPX to allow for adequate air flow. At least 27 inches of unobstructed space should be provided in front of the access door to permit L268 2/09 Electrical Disconnect Rear Access Panel Approximate Fastener Locations removal of the unit should repair and inspection be required. For installations requiring access panels refer to unit brochure for panel dimensions. WALLSLEEVE INSTALLATION Refer to installation instructions packed with wall sleeve to assemble and mount it in the wall. Before unit installation, make sure sleeve components are not damaged, drain line is unobstructed and leak free. Check all seals to ensure that they are in position and un-damaged. Ensure that the bottom of the wall sleeve is pitched 1/2 bubble toward the outside of the building so that rain water will drain to the outside (Fig. 4). Securely fasten the Architectural grille to the front of the sleeve using the supplied hardware. ******WARNING****** After sleeve installation ensure that the sleeve seal is in contact with the sleeve sides. Any air gaps must be sealed or outdoor air and/or water leakage will occur. Electrical Service Knock-out Figure 2-GeneralAssembly ****** WARNING ****** Make sure a high grade non- hardening sealant approved for exterior use has been applied between edge of the sleeve and the structure, on the inside and outside walls, to prevent air and water from migrating inside (Fig. 4). ELECTRICAL All wiring must comply with local and national code requirements. Any alteration of the internal wiring will void UL certification and manufacturer's warranty. Nameplate data indicates the operating voltage, phase, ampacity, maximum over current protection and minimum voltage. Units must never be installed or operated where voltage exceeds the nameplate voltage by more than 10%. Failure of the compressor as a result of operation with improper voltage voids the compressor replacement warranty. 2 Architectural Grille ******WARNING****** Architectural Grille must be installed prior to the installation of the SPX unit into the sleeve. The unit comes with a factory supplied disconnect, however, the contractor is responsible for providing over current protection on the branch circuit. Refer to the unit wiring diagram for single point electrical connection. These units are provided with a Class 2 transformer for 24 volt control circuits. Should any add-on equipment also have a Class 2 transformer furnished, care must be taken to prevent interconnecting outputs of the two transformers by using a thermostat with isolating contacts. ****** WARNING ****** There must be a minimum 3" clearance maintained around the SPX chassis on all sides for adequate airflow to achieve optimum performance. These guidelines give minimum spac- ing requirements only. It is acceptable to go beyond these limits at any time. INSTALLATION 1. Ensure that properly sized duct work is in place to mate to the supply connection on the SPX. 2. Remove the two clips holding the unit to the shipping pallet and remove unit from the shipping pallet. 3. Before setting unit into closet, remove upper side access panels and inspect the evaporator blower to ensure that the wheel turns freely without rubbing on the housing. Note: Remove the styrofoam ship- ping block supporting the blower assembly. Replace upper access doors prior to completing installation. 4. Remove disconnect and the rear access door to get to the loose items described in the packing list. Check all electrical connections and check the condenser fan to see that it turns freely. Note nameplate voltage, am- perage and fuse size for proper power supply. 5. The SPX is equipped with bend out flanges (Fig. 3), next to the evaporator coil, for the purpose of attaching a return air duct. If ducted return air is required these flanges must be bent 90 degrees away from the face of the evaporator coil along the perforations. Note: If the unit will not be connected to a fixed return duct these flanges must be broken off of the unit. 6. If an air filter is to be applied to the unit install the filter bracket by insert- ing the tab portion of the rack between the insulation and middle plate under the drain pan (Fig. 3). Place a 20" x 24" x 1" filter into the filter rack. In- sert the two tabs on the filter clip into the slots above the evaporator and hook the front flange under the filter flange to hold the filter in place. 7. A fresh air make up vent is located on the lower left side door (Fig. 3). Remove one screw and rotate the plate to expose the desired amount of vent opening. Replace the screw to hold the door in desired location. 8. Ensure that the wall sleeve is installed squarely and is secure before ****** WARNING ****** After removing the construc- tion debris guard, check the bottom of the pan to ensure that it is sloped one half bubble toward the outside. Ensure that the bottom of the pan and drain are clear of ob- struction and operational. ***** WARNING ***** SPX Heat Pump units op- erate with the reversing valve energized in the HEATING mode. The thermostat must be wired or configured accord- ingly or the unit will not operate properly. Ducted Return Air Flanges Thermostat Connection Fresh Air Vent installing the unit. Note: After removing the construction debris guard, inspect the sleeve seal, which is supplied with the sleeve, to ensure that it is properly secured and aligned (Fig. 2). Use a high grade non- hardening sealant to close any gaps that may exist between the seal and the wall of the sleeve. 9. After the seal is inspected, lift the unit onto the base of the sleeve and slide the unit forward to engage the seal. The unit is fully engaged when the upper housing of the SPX is 1/2" away from the top inside edge of the sleeve. 10. Check that the unit is completely seated on all four sides against the wall sleeve seals. ****** WARNING ****** If unit is not sealed com- pletely, water and/or outside air will infiltrate into the closet. If necessary seal any openings that may exist. 11. Connect properly sized electrical service to the disconnect block. 12. Install a factory approved or equivalent thermostat according to Disconnect Figure 3 -Filter Bracket Detail 3 Filter Retainer directions furnished with the thermostat. The thermostat should be located on an inside wall where it will not be affected by drafts, sunlight or any other heat producing appliances. Connect thermostat wires to the thermostat following the wiring diagram attached to the unit. 13. Connect low voltage thermostat wires from remote thermostat to the SPX unit (Fig. 3). 14. Install ductwork onto unit dis- charge and ensure that the connec- tion is leak free. A flexible boot con- nection may be desirable to provide for more convenient installation and removal of the SPX unit. 15. Replace the rear access panel and disconnect. CONDENSATE DRAIN The SPX is designed so that the wall sleeve is the principle drain pan. Drain tubing is factory installed which drains evaporator condensate through the bottom of the unit which then is allowed to drain into the wall sleeve pan. Note: When preparing unit for installation check to ensure that the drain tubing from the evaporator is securely attached to the copper nipple in the pan under the compressor. The wall sleeve has a 3/4 NPT nipple located in the bottom for connection to a drain (Fig. 4). A trap may be required in the condensate drain line to prevent sewer gas from escaping into the room. Prior to unit installation ensure that the drain is unobstructed and leak free. AIRFILTER ******WARNING****** SPX units must not be operated under any circumstances with- out an air filter in place. All indoor return air must be filtered. The preferred methods are: 1. Use the factory supplied filter kit which attaches to the inlet of the evaporator and accepts a 20" x 24" x 1" field supplied throwaway type filter. 2. Use the filter kit supplied with the access panel which accepts a 20" x 20" x 1" throwaway type filter. 3. Install a filter in the return grille mounted in the wall. Any field installation of an air filter means must provide for use of a disposable filter which is no smaller than the face area of the evaporator coil. The air filter should be cleaned or replaced every 30 days or more frequently if severe conditions exist. EVAPORATOR BLOWER SPEEDS The unit contains a direct drive, multi-speed blower. The proper speeds have been preset at the factory for heating and cooling. Refer to wiring diagram for recommended blower speeds for specific models. OPERATING INSTRUCTIONS Operation of the unit is automatic and will provide heating and cooling depending on the setting of the thermostat. Note: Loosen compressor mounting nuts if unit vibration is excessive. ****** WARNING ****** All panels must be installed and disconnect switch must be in place before operating unit. SYSTEM CHECK Cooling/Electric Heat Units 1. Set thermostat system switch to "Off' position and fan switch to "Auto" position. Apply power to the SPX unit. \ i j__ _____ 7 ! Return Air SPXUnit 1/2 Bubble To Condensate Drain 6" min. " " q Figure 4 -Side View 4 Sealant Note: The SPX employs a random reset timer which delays unit operation up to 3 minutes following initial power application. Electronic thermostats may also employ internal reset timers which may further delay any changes which are made to the operation of the unit. 2. Set fan switch to "On", indoor blower should operate after the reset timer cycle is complete. 3. Return fan switch to "Auto", indoor blower should de-energize. 4. Set system switch to "Cool" and lower thermostat set point to coldest setting. The compressor should energize as well as the outdoor fan and indoor blower. 5. Return thermostat set-point to a temperature warmer than room temperature and the compressor and outdoor fan should de-energize. The indoor blower should remain in operation for an additional 45 seconds, then de-energize. Note: The SPX employs a compressor short cycle delay (-3 minutes) which will not allow the compressor to immediately restart following shut down. Additional delays may be experienced if using an electronic digital thermostat. 6. Move system switch to "Heat" and raise thermostat to a set point higher than room temperature. The indoor blower and electric heating element(s) should energize. 7. Return system switch to "Off" position. Note: The SPX features a low ambient compressor lock out switch which will not let the compressor energize in either cooling or heat pump mode when the outdoor ambient temperature is below 40 degrees F. ****** WARNING ****** SPX Heat Pump units operate with the reversing valve energized in the HEATING mode. The thermostat must be wired or configured accordingly or the unit will not operate properly. SYSTEM CHECK Heat Pump Units 1. Set thermostat system switch to "Off' position and fan switch to "Auto" position. Apply power to the SPX unit. Note: The SPX employs a random reset timer which delays unit operation up to 3 minutes following initial power application. Electronic thermostats may also employ internal reset timers which may further delay any changes which are made to the operation of the unit. 2. Set fan switch to "On", blower should operate after the reset timer cycle is complete. 3. Return fan switch to "Auto", blower should de-energize. 4. Set system switch to "Cool" and lower thermostat set point to coldest setting. The compressor should energize as well as the outdoor fan and indoor blower. 5. Return thermostat set-point to a temperature warmer than room temperature and the compressor and outdoor fan should de-energize.The indoor blower should remain in operation for an additional 45 seconds, then de-energize. Note: The SPX employs a short cycle delay (-3 minutes) which will not al- low the compressor to immediately restart following shut down. Additional delays may be experienced if using an electronic digital thermostat. 6. Move system switch to "Heat" and raise thermostat to a set point slightly higher than room temperature (less than 2 degrees). The compressor, outdoor fan and indoor blower should energize. 7. Raise set point to more than 2 degrees and the electric heaters should energize. The compressor and condenser fan will immediately de- energize. The compressor will remain locked out and the electric heat operating until the thermostat satisfies. Note: The SPX employs a compressor lock out which will not allow the compressor and electric heaters to energize at the same time. 8. Lower the set point to less than room temperature and the system should de-energize. 9. Return system switch to "Off" position. 5 MAINTENANCE Periodic maintenance is limited to: 1. Replacing the air filter monthly or more frequently if unusual conditions are encountered. Air filter size is 20" x 24" x 1" when using the factory filter frame and 20" x 20" x 1" when unsing the access panel. 2. Cleaning the outdoor coil of foreign material such as lint, dust, leaves or other obstructions as necessary. 3. Checking drain line and removing obstructions as necessary. ****** WARNING ****** It is illegal to discharge refrigerant into the atmosphere. Use proper reclaiming methods and equipment when installing or servicing this unit. Service should be performed by a QUALIFIED service agency. The refrigerant system contained in the unit normally requires no maintenance since it is a closed, self- contained system. If servicing or major repairs are required, the complete unit can be removed as follows: 1. Disconnect the electrical power circuit supplying the unit. 2. Remove disconnect pull and low voltage thermostat connector. 3. Remove rear access panel. 4. Remove supply duct from top of unit. 5. Slide unit back out of sleeve. 6. Unit may be removed from closet. To reinstall unit, use the installation procedure outlined above. **MAINTENANCE UPDATES** For a current copy of the Maintenance Program log on to www.firstco.com and look under "Product Informa- tion" ****** WARNING ****** Replace all access panels before turning on main power. 00 ~ >--3 ~ ·~ 0 ~ ~ r.,J. ·~ 00 ~ = r.) = s 0 0) I~ 00 ~ ~ ~ ij ~ 00 ,q; 1-d I' liS /1. ~ 9 ~ ~ I~ ~ I~ c; I > ~ ~ ATMOSPIJ!:r!IC CAS OlnECT-VENT VACUUM BRl;"AKCR\ (OISCfV~C!: MUST COMPLY WITH , IA/\SSAc11usirrrs STATP. COO£) \ 3/~· TEl,IPE!lED WA'tt:R ..._,_ 3/~" COLD WAT£R SUPPLY --3/~" SHUT-OFF VM.VE (T'rf' •' "''-~ :$f4" CHECK VM.VE vllTN J+ p. • PRESSURE CUACf: PIPING LOOP 80WE£H HOT W>.TUt Ht\ttll >NO rm co11. SHN.t. ee ·er OOODRICH" Fl.OW i:UAAO GOLD CP'VC SJR EOUAl, TO H0~1Ja["'\ Tl<P VALV(, TIE'. 10 t.OCATION APPROVED BY lOCAL CODE INSTI.U, THtRMOM!J'tRS ON 80TH .---11-'--'r= I I • 3/~-C~E!;H V>.l\/E ~I\ SIOES Of' I.IIXINC Vhl.VE ("T HOT I~ 11 J u -' Wl\lc'.R ENTRY ANO 'EXTr TO V~LVE;)," l , ,..t °' ~-. NCl.l!rlAL 3/4" SIZE "SPAflCO AOUAl,l!X" lHERMOST/1.TIC lJl!(ll\10 VN..'IF., OR EOU/\L CONTACT SPMCO, INC, AT •IOl-7:l!l-4290. ~IIY.INC 111\LVE 11.usr 8E INST>Uto etLOW iliE TOP. or THE WATEP. flEATgR, Mf,:Q...; '/1£.c..,:TH/:,'(1>,"•ni,N.5 WATER HEATER TD llE• ltl ACCORD/\NCE WITII Tl-IE W1SSACH1Jsrns sr ... re: ENEC!GY CODE Vliil"E:R 11!'.ATER Olll>IM PMI l'JSTM.LEll IN ACCORDANCE .,,,TM THE IA/\SSACHUSETTS STATE coce: BR/,OVOP.D WHITT: Q/IS f1RED WA'fER HtAT'ER (OR f:OU/11 . .} [!J EfC-2)( 2 CAU.011 / EXPANSION TJ,l,iV., ~--'•, :sri,.'l'r; DIW<c,, ~-~· Oil £OUN... 7i HOT WA.TtR TO SPACE Hi:...TER HOT WATER COIL /J.l BROIIZE PUMP -CHECK VALVE: " -l1'1T£RNAI. IN l'U!.!P ELEClnONIC/lll.Y CONTROLEO PUMP TIMER. ACIJVATES TO I-WAC UNIT '-. _rm t=::::::====:::i -<I) J~ • EVEIIY D HOURS riM0 N~tW,1°li·iet.,,i~D WIRE: TO BRONZE. TO OIWN l..!.J PUMP ff~ HE:/\T COOL 1'1.L WA1'ER PIPINC: 'o>lN.L 0£ IHSULATI:D IN ACCORDANCE Wtni lMSSl,CHUStTTS STATE ENERCV CODE. 50' -o• Mlll(1MUM DISTANCE fROM t---WATER HE,\Te:R TO FAN, COIL (Ol!'.Ve:l.OPCO LENCTl;i) SC.AU::N,T.S. -~ .. --·----._...;;...;;;; NI . Cl 1£ , ST A1C DF MA.:· 248 Cfv'IP-cot>f.. OF Ti.\ 1:-sr,n-£~ OF MA.. R:.£..Q1.n·12.fs A f urvip ,t·r,u:n._,, ( Go S.£ CON OS Guf..fV( b Hov{l.$} ~"'~am~ ,'f.!/;;--::__-~-.. ~'!,, i·ii A1.f/lE ;~J,-~ ,;.,, ' ~"Ii: :·t.~ , , aF t\. -II • • 'c,,,.. t ·1~·:-' '1,.~;'1,,~"-!r ~-·~ ~ ,; 1,{t~~'t-• ll..,.ac~,-r."".,;1 III. AIRPORT INFLUENCE AREA The ALUC establishes an Airport Influence Area for each airport in the region. The Influence Area encompasses those areas adjacent to airports which could be impacted by noise levels exceeding the California State Noise Standards or where height restrictions w<;mld be needed to prevent obstructions to navigable airspace. The Airport Influence Area is generally the area in which current and future airport-related noise, overflight, safety and/or airspace protection factors may affect land uses or necessitate restrictions on the uses. The Airport Influence Area is determined by the location and configuration of the airport and the extent of the noise and safety impacts of the airport. The Airport Influence Area is also extended to include review of proposed construction, regardless of its proximity to an airport, when such construction requires FAA airspace hazard review lmder Part 77 of the Federal Aviation Regulations. The Airport Influence Area represents the boundary of the ALUC's planning and review authority for the Airport. The McClellan-Palomar Airport Influence Area is shown on Figure 2. The cities of Carlsbad, Encinitas, Vista, San Marcos, and Oceanside, through their community planning processes and zoning ordinances, retain land use control within the Airport Influence Area. IV. NOISE CONTOURS In California, the technique used for quantifying aircraft noise is the community noise equivalent level (CNEL). The CNEL is a descriptor of daily noise environment. It accounts for the magnitude, the time of day, and the frequency of occurrence of noise intrusions. The CNEL is calculated from the hourly noise by a formula prescribed in the California Noise Standards. CNEL is a 24-hour, time-weighted energy average noise level based on the A-weighted decibel. ~tis a measure of the overall noise experienced during an entire day. The term "time-weighted" refers to the penalties attached to noise events occurring during certain sensitive time period. In the CNEL scale, noise occurring between the hours of 7 p.m. and 10 p.m. is penalized by approximately five (5) decibels (dB). This penalty accounts for the greater potential for noise to cause communication interference during these hours, as well as typically lower ambient noise levels during these hours. Noise that takes place during the night, from 10 p.m. to 7 a.m., is penalized by ten (10) dB. This penalty was selected to account for the higher sensitivity to noise in the nighttime and the expected further decrease in background noise levels that typically occurs in the nighttime. As a practical matter, this means that aircraft events occurring during the evening hours are treated as approximately three (3) noise events for purposes of calculating CNEL values. Each aircraft noise event occurring during the nighttime hours is treated as if ten (10) aircraft noise events had occurred. The CNEL descriptor is used by the State of California to describe land use compatibility with respect to aircraft noise exposures. CNEL is also the noise descriptor standard defined in Title 21 of the CALIFORNIA CODE OF REGULATIONS, AIRPORT NOISE STANDARDS, and the standard specified for evaluation of exterior and interior noise impacts in the CALIFORNIA BUILDING CODE. The CNEL is also identified as one of two noise descriptors used in the·preparation of a noise element of a general plan. Airport Land Use Compatibility Plan for McClellan-Palomar Airport Page5 (Amended October 4, 2004) FIGURE 2 -McCLELLAN-P ALOMARAIRPORT AIRPORT INFLUENCE AREA -+· gi~-f~-t-..... ~,.,,-, I I . \ \ I \ I \ I ' I I \ __) \ I \ I \ I \ I \ Page6 (Amended October 4, 2004) .. , "' OJ C: ~ > ..... :~ b <( ..... .c .9,l u: .,. -... cu Q) ... <( Q) 0 C a, :::, ..:: .E t: 0 a. .... <( ~ L,.. 0 V'> z,_ •:::>:;;.-:; o·~ .. LLJ ~::e ___ .z ""'" Ch C..,L.&,I ~ ctn~- .. .:,cnr:;, ---,,._ "' ((~1 ~; vll ~ Airport Land Use Compatibility Plan for McClellan-Palomar Airport The outside boundaries of the areas generally subject to such noise are usually portrayed by lines overlaid on a map of the area around the airport. These boundary lines are referred to as "noise contours." The noise contours provide one of the bases for delineating the airport's "Area of Influence." Individual contours appear on the map because the noise is loudest at the airport and dissipates at varying distances away from the airport depending on the location of the flight activity and the types of aircraft involved. The 60 and 65 dB CNEL noise contours are each significant because they establish the threshold for actions required in approving compatible land uses around an airport. The 60 dB CNEL noise contour is important because the CALIFORNIA BUILDING CODE'S Noise Insulation Standards require that all new hotels, motels, dormitories, apartment houses, and dwellings other than detached single-family residences with exterior noise exposures greater than 60 dB CNEL be sound insulated such that the interior noise level will not exceed 45 dB CNEL. Therefore, the 60 dB CNEL noise contour does not define a land area in which residential uses are unsuitable. Rather, the contour identifies an area in which a mitigation measure may have to be utilized to reduce the impact of aircraft noise on dwelling units and related uses. The 65 dB CNEL noise contour is important because both the Federal Aviation Regulations Part 150, Airport Noise Compatibility Planning (FAR Part 150) and the California Airport Noise Regulations (21 CAL.CODE REGS. §§5000, et seq.) define this noise contour as the boundary within which the noise environment is not suitable for residential land use, public and private schools, hospitals, convalescent homes, and churches and related uses. Specifically, as a means of implementing the Aviation Safety and Noise Abatement Act of 1979, the Federal Aviation Administration (FAA) adopted Regulations on Airport Noise Compatibility Planning, which are defined in FAR Part 150. As part of the FAR Part 150 Noise Control Program regulations, the FAA published guidelines to local authorities for determining acceptability and permissibility of residential land uses. The guidelines recommend a maximum amount of noise exposure, in terms of the cumulative noise metric Annual Day Night Average Sound Level (DNL) that might be considered acceptable or compatible to people in living areas.3 These noise levels are derived from case histories involving aircraft noise problems at civilian and military airports and the resultant community responses. These guidelines provide that residential land use is deemed acceptable for noise exposures up to 65 dB DNL. Residential land uses are not acceptable at noise exposure levels greater than 65 dB DNL. In addition, the Aeronautics Division of the California Department of Transportation (Caltrans) administers the California Airport Noise Regulations (21 CAL.CODE REGS. §§5000, et seq.), which were adopted in 1971, pursuant to statutory mandate. See, CAL.PUB.UTIL.CODE §21669.4. The local jurisdiction is responsible for enforcing these regulations. For an airport designated as 3 DNL is very similar to CNEL. Both DNL and CNEL include a "nighttime" (10:00 p.m. -7:00 a.m.) penalty weighting for an aircraft offense occurring during that time period. However, CNEL also includes a lesser penalty weighting for "evening" flights (7:00 p.m. -10:00 p.m.) . Therefore, typically, DNL is about one dB lower than CNEL, although the difference may be greater if there is an abnormal concentration of noise events in the 7 p.m. to 10 p.m. time period. DNL is specified by the FAA for airport noise assessment and by the United States Environmental Protection Agency (EPA) for community noise and airport noise assessments. The FAA guidelines allow for the use of CNEL as a substitute to DNL. California uses CNEL for airport noise assessments. Airport Land Use Compatibility Plan for McClellan-Palomar Airport Page 7 (Amended October 4, 2004) having a "noise problem" pursuant to 21 CAL.CODE REGS. §5020, these regulations establish 65 dB CNEL as a noise impact boundary within which there shall be no incompatible land uses. Four (4) types of uses are defmed as "incompatible:" (i) Residences, including, but not limited to, detached single-family dwellings, multi- family dwellings, high-rise apartments or condominiums and mobile homes, unless: (a) an avigation easement for aircraft noise has been acquired by the airport proprietor; or (b) the dwelling unit was in existence at the same location prior to January 1, 1989, and has adequate acoustic insulation to ensure an interior CNEL due to aircraft noise of 45 dB or less in all habitable rooms;4 or ( c) the residence is a high-rise apartment or condominium having an interior CNEL of 45 dB or less in all habitable rooms due to aircraft noise and an air circulation or air conditioning system, as appropriate; or ( d) the airport proprietor has made a genuine effort, as determined by the department, to acoustically treat residences or acquire avigation easements, or both, for the residences involved, but the property owners have refused to take part in the program; or ( e) the residence is owned by the airport proprietor; (ii) Public and private schools for which an avigation easement for noise has not been acquired by the airport proprietor, or that do not have adequate acoustic performance to ensure an interior CNEL of 45 dB or less in all classrooms due to aircraft noise; (iii) Hospitals and convalescent homes for which an avigation easement for noise has not been acquired by the airport proprietor, or that do not have adequate acoustic performance to ensure an interior CNEL of 45 dB or less in all rooms used for patient care due to aircraft noise; and (iv) Churches, synagogues, temples, and other places of worship for which an avigation easement for noise has not been acquired by the airport proprietor, or that do not have adequate acoustic performance to ensure an interior CNEL of 45 dB or less due to aircraft noise. 4 Acoustic treatment alone does not convert a residence having an exterior CNEL of 75 dB or greater due to aircraft noise to a compatible land use if the residence has an exterior normally compatible private habitable area, such as a backyard, patio or balcony. Page8 (Amended October 4, 2004) Airport Land Use Compatibility Plan for McClellan-Palomar Airport This requirement is based, in part, on the determination in the California Department of Transportation (Caltrans) regulations that 65 dB CNEL is the level of noise which should be a acceptable to" ... a reasonable man residing in the vicinity of an airport."5 The 70 dB CNEL noise contour defines a botmdary within which the area is not suitable for numerous land uses, such as office buildings, auditoriums, churches, concert halls, and indoor arenas. CNEL values above 70 dB are projected to extend just beyond the airport boundary to College Boulevard to the west and El Camino Real to the east. Active, outdoor recreation, commercial uses and manufacturing uses are acceptable within the 70 dB CNEL noise contours. CNEL values above 75 dB extend just beyond the airport boundary. Figure 3 provides a land use compatibility matrix and implementation directives. This matrix identifies a range of land uses compatible with various projected annual CNEL values. The matrix can be used to determine the appropriateness of different planned land uses and must be used in determining whether a proposed land use is consistent with the ALUCP policies and guidelines. The area immediately surrounding the Airport is planned for industrial and commercial uses, which are generally compatible with the noise levels forecast around the Airport. Residential uses are planned in the area south of the Airport. Homes may, therefore, be impacted by noise within the 60 dB CNEL. Mitigation measures, such as air conditioning to allow windows to remain closed, would be appropriate to reduce the noise level inside these homes to a 45 dB CNEL interior noise level. A review of current land use and general plan data summarized on Table 1 shows little noise impact currently on existing uses. Several parcels lie within the 60 to 65 dB CNEL. The majority of the area impacted is planned for single family uses with the remainder planned for multiple residential; future development will require noise attenuation studies for these units to assure that interior levels will not exceed 45 dB CNEL. 5 The most appropriate application for structural sound insulation is for existing land uses. With regard to new development, sound insulation should be regarded as a measure of last resort. It is not a substitute for good land use compatibility planning in the first place. Airport Land Use Compatibility Plan for McClellan-Palomar Airport Page9 (Amended October 4, 2004) Lavatory -Electronic Faucets I DEMD-101 (BATTERY OPERATED WITH NO MIX) I SENSOR, ELECTRONICS AND BATTERY 65 mm (2.56')-!----J 116mm (4.55'1 175 mm (6.89'1 r 38 mm (1.50') MAX. DECK THICKNESS Q.RING TO SEAL FAUCET TO DECK 486mm {19.13') --r 0 19 MM (0.75'1 MINIMUM HOLE SIZE 0 32 MM {1.25"1 MAXIMUM HOLE SIZE DEMD-111 (BATTERY OPERATED WITH USER MIX) RED/BLUE TEMPERATURE INDICATORS ON HANDLE 0-RING TO SEAL FAUCET TO DECK j 0Pr10NAL 4" FORGED covERPLATE -o6osssA I 9mm..._l_.-----+----+----+--, ~~~~'-~~------~-~ ~ ·-~ 1-(4.00'l-1 --tl--Hll+----;JH---t---Hll--+\IJ--t--tt--if25'l'1 I ,----11.~~1---~-i Note: Measurements may vary± 6mm (0.25"} Delta reserves the right (1) to make changes in specifications and materials, and (2) to change or discontinue models, both without notice or obligation. Dimensions are for reference only. Saa currant fulUlna price book or www.specsalect.com for finish options and product availability. DSP-DEMD-100 Rev. A SPECIFICATION: (example) • Deck mount electronic lavatory faucet • Sensor detects user's hand to activate water flow • One 9V battery (included) • Adjustable maximum run time and optional Remote Control below • Above deck battery and electronics • Red light indicator blinks when battery is law • 0.5 USGPM (1.9 L/min) aerator 0 DEMD-101 • Electronic faucet for cold or pre-mixed water 0 DEMD-111 • Electronic faucet with mixer to adjust temperature OPERATION Sensing Range: • Factory set to 8.6" (220 mrh} • Adjustable from 3.15" to 11.8" (80 mm to 300 mm) with optional remote control · Maximum Run Time: • 90 seconds, adjustable with remote control Optional Accessories: 0 060967A • Remote Control 0 060585A • 4" forged coverplate 0 060961A • 1.0 USGPM (3.8 L/min) aerator FLOW (l/min.) FLOW RATE vs PRESSURE Outlet Flow Rates FLOW (USGPM) .------------------r 2.5 9 8 ·····:·····:·····:·····:·····:·····:·····:····· 2 0 I I O I I I 7 : : : : : : : I I I o o I 6 -----~-----~-----~-----:-----:-----~-----~---·-1.5 I O I I I t I I I 1 0 I I I I I I I I I I 5 I I I I t I 0 I I 1 I I 0 : ..... ~-:~-. ~ ... L-. -, -~· I"'"" r.~ r..1:t:~:~ r=-i:, .. -~ r 4 3 ~' i i i orT10;NALi 2 --,-f ~ --· · -~ · · · · .;. · · -.. ;. · -· -.;. · · -· -~ ----.;. · · · · · .5 I ~" : : j j STANDARD: 0-1"''--i--'.-----;.'-_;...'-....;...._-..;--.;:_--1-0 0 10 20 30 40 50 60 Line Pressure (psig) Approvals: c~ 70 80 • ADA Compliant and meets Handicapped Accessibility Standard ASME A 117. 1 of less P-11 than 5 lbs. handle operating force. ~ Refer to www.specselect.com for individual models. Note: Use this page as a product submittal sheet. Business SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE B s· ess Contcµ:t ''"e ::1,Ei tL OFFICE USE ONLY UPFP# ______ _ HV# _______ _ BP DATE _ __,, __ _,__ __ ~~ (e Z. Plan File# Project com I~ Si/IE <2>E L Te~hone # n ~ 7r-Z. 5/0 -, ._,o r The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT-HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items afa «;ircle~..ap~ant must contact the Fire Pro1':ctiqn Agency with jurisdiction prior to plan submittal. Facility's Square Footage (including proposed project): ~Cet {pv'G ~ Occupancy Rating: --+f5.~-~l.__ ___ _ 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 14':.-~O~t!."he"'-'-...,..,""-'-!..!'." 3. Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 4. Flammable Solids 8. Unstable Reactives 12. Radioactives PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISIONS (HMO): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Ave., Suite 110, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED. Project Completion Date: __ ! __ !__ Expected Date of Occupancy: __ ! __ ! __ _ YES NO (for new construction or remodeling projects) 0 CalARP Exempt I Date Initials 1. D Jg( Is your business listed on the reverse side of this form? (check all that apply). 2. D ~ Will your business dispose of Hazardous Substances or Medical Waste in any amount? D CalARP Required 3. D ~ Will your business store or handle Hazardous Substances in·quantities equal to or greater than 55 gallons, 500 pounds, ____ /.__ __ _ 200 cubic feet, or carcinogens/reproductive toxins in any quantity? Date Initials J Will your business use an existing or install an underground storage tank? 4. 5. 6. 7. D D D D Will your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? Will your business store petroleum in tanks or containers at your facility with a total storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). 0 CalARP Complete I Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition permit. Note: if the answer to questions 4 or 5 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation, except demolition or renovation of residential structures of four units or less. Contact the APCD for more information. YES NO 1. D M Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the r APCD factsheet at http://www.sdapcd.org/info/facts/permits.pdf, and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contact APCD if you have any questions). 2. D ~ (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? ~ (Search the California School Directory at http://www.cde.ca.gov/re/sd/ for public and private schools or contact the appropriate school district). 3. D ~ Has a survey been performed to determine the presence of Asbestos Containing Materials? 4. D :g:; Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? 5. D ~ Will there be demolition involving the removal of a load supporting structural member? rjury that to the best of my knowledge and b /ZJ l<b It Date FOR OFFICIAL 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 COUNTY-HMO* APCO COUNTY-HMO APCO COUNTY-HMO APCO . . * 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 (02/11) County of San Diego -DEH -Hazardous Materials Division INDUSTRIAL WASTEWATER DISCHARGE PERMIT ! I SCREENING SURVEY Date /Z.LJ<I_/( Busines~ Name /11Ml.te.1(T;{'" /2EStl) ~NCl /NkJ Street Address 2A o O 'FlhZAbA v/ :t}tl E., Email Address /Ht~£ S @£tvr1~ttJ #of~ (2;t2t}u,p, Cd»'l PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) D Check all below that are present at your facility: Acid Cleaning Ink Manufacturing Nutritional Supplement/ Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining/ Milling Painting/ Finishing Battery Manufacturing Manufacturing Paint Manufacturing Biofuel Manufacturing Membrane Manufacturing Personal Care Products Biotech Laboratory (i.e. water filter membranes) Manufacturing Bulk Chemical Storage Metal Casting I Forming Pesticide Manufacturing/ Car Wash Metal Fabrication Packaging Chemical Manufacturing Metal Finishing Pharmaceutical Manufacturing Chemical Purification Electroplating (including precursors) Dry Cleaning Electroless plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacturing Coating (i.e. phosphating) Print Shop Fertilizer Manufacturing Chemical Etching / Milling Research and Development Film/ X-ray Processing Printed Circuit Board Rubber Manufacturing Food Processing Manufacturing Semiconductor Manufacturing Glass Manufacturing Metal Powders Forming Soap/ Detergent Manufacturing Industrial Laundry Waste Treatment/ Storage SIC Code(s) (if known): ____________________ _ Brie~~ption of business activities (Production/ Manufacturing Operations): ____ _ ~ MTt/ O)t) -S,7€ (MAJf.J&( ,f:Aa1<-crr Description of operations generating wastewater (discharged to sewer, hauled or evaporated): ()JJ ,. St?E &MWfltj Estimated volume of inc:!ustrial wastewater to be discharged (gal/ day): --1-b ... ~c..:::O'------ List hazardous wastes generated (type/ volume): ______________ _ Date operation began/or will begin at this location: /,0 tf>'E:Rlni<'JN s:/Ncr_ /9<19 Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes No If yes, when: Site Contact /fJr/CE 5;,'E"a,&-______ Ti-tle_/,_,_p _________ _ • Signature.-:---------------:-=-----:------------Phone No. 22Z-SJO ... /Zoq ENCINA WASTEWATER AUTHORITY, 6200 Avenida Encinas Carlsbad, CA 92011 (760) 438-3941 FAX: (760) 476-9852 ; _,, ~~ ~ CITY OF PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov CARLSBAD B-18 Project Address: Permit No.: Information provided below refers to worR being done on the above mentioned permit only. This form must be completed and returned to the Building Division before the permit can be issued. Building Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains....................................................... 0 New building sewer line? ......................................................................................... Yes No V \ --~ Number of new roof drains?............................................................................................................... 0 Install/alter water line?......................................................................................................................... ~ Number of new water heaters? ................................................. : ....................................................... _Q_ Number of new, relocated or replaced gas outlets? .................................................................... 0 Number of new hose bibs?.................................................................................................................. 0 Residential Permits: New/expanded service: Number of new amps: ______ _ Minor Remodel only: Yes__ No Commercial/Industrial: Tenant Improvement: Number of existing amps involved in this project: Number of new amps involved in this project: ,. New Construction: Amps per Panel: Single Phase ............................................................... Number of new amperes __ -____ _ Three Phase ................................................................. Number of new amperes_+-/_l,_/f.,__V._lf_._ __ Three Phase 480 ........................................................ Number of new amperes ________ _,, Number of new furnaces, A/C, or heat pumps? ............................................................................ /'2,-,'2-,, New or relocated duct worl:?? .......................................................................... Yes$-No __ _ Number of new fireplaces? ................................................................................................................. _Q_ Number of new exhaust fans?............................................................................................................ 0 Relocate/install vent? ............................................................................................................................ ~ Number of new exhaust hoods? ........................................................................................................ _.L2_ Number of new boilers or compressors? ........................................................... Number of HP 0 B-18 Page 1 of 1 Rev. 03/09 ---~-----L __ -------- CB112628 .2000 FARADAY AV MARRIOTT RES INN-RECONFIGURE -1 f'l~A CC' r"\C" 01 IOC"T ,...,..,, •••• ,... .. 1 "'r...r-" A•·-------- t~,41 ,, 7V pt.A1J / 6f\..e-/ r,R.e 2;20--1/-&y(?iC- zJ~i./~, --f 1~ -to-/%.~ -' ' cL (?S(.ri L w I .sre.J.J.P.;f au.s.s th- / -I ibr G'I.. ~fl\.,_ E:m.ny I tr,e_~r...,..,,i:~ c;:, I 1~/.;i..7/ I I :.3/1Lf/J2.; E3 6&-1 L (___.L,fY'-~ ::a:' .., /3fb&-IL--u.J/ ~ ~ Mec..H r.e.&io~~e.s 4--reu+ ~ k ,,. ~ dFtre :0:--Pr £.G ti, A-CJf-P )-\5,1 J -~f[,f!~ tf(q/1-z-~·"ifL lo {s61'1/ t3n/&@r-c 'f I I rf t Z--<f (/tJ.J;) @.,p{;.,, . t-1l1~l1"t.; Q.,u-,J w\Go'<'-~ ,~!@ '6/ ~J l'--IS Jr_; EV -- ~~~ Approved , Dc1te BUILDING i.///8"// 2-- PIJ\NNING 3-J{a-/.2,, ENGINEERING --17-20-/( FIRE Expedite? rv j N lf./(~/1~ AFS Checked by; HazMat APCD Health Forms/Fees Sent Rec'd Encina ,., J, u.-1 r/ Fire I . HazHealthAPCD I ~1'1-/ II PE&M LZ.,/JL£l11 School I ' Sewer Stormwater Special Inspection CFO; y N LandUse: Density: lmpArea: FY: Annex: PFF: y N Comments Date Date Date Building t?Jd', Ji r 3(21)/1-2- Planning !?J2:z/11 Engineering Fire tl-tt1-4 ]-\Q--11]; Need? ~ .rJYITm.L'"n'9ie NUPD ~~~ DCV By '--.1ern' f ../41 ~ ~ - Due,? By y N Y. N y N y N y N y N y N y N Factor: Date ]foone DDone ' ~Done ~-