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2501 EL CAMINO REAL; 140; CB161733; Permit
City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 08-18-2016 Commercial/Industrial Permit Permit No: CB161733 Building Inspection Request Line (760) 602-2725 Job Address: 2501 EL CAMINO REAL CBADSt: 140 Permit Type: Tl Sub Type: COMM Status: ISSUED Applied: 05/04/2016 Entered By: JMA Parcel No: 1563020800 Lot #: 0 Valuation: $2,543,432.00 Construction Type: 58 Occupancy Group: Reference# Project Title: DAVE & BUSTERS: 39,787 SF SHEL TO RESTAURANT Applicant: STEVE HALE 1048 PEPPERTREE DR FAIRFIELD CA 94533-8108 707-427-8671 Building Permit Add'l Building Permit Fee Plan Check Add'l Building Permit Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedidted Plan Review $6,606.07 $0.00 $4,624.25 $0.00 $0.00 $712.16 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $102.00 $1,420.00 Total Fees: $105,179.90 Total Payments To Date: Inspector: Owner: CMF PCR L LC Plan Approved: 08/18/2016 Issued: 08/18/2016 Inspect Area Plan Check #: C/0 WESTFIELD PROPERTY TAX DEPT PO BOX 130940 DEPT WFLD CARLSBAD, CA 92013 Meter Size Add' I Reel. Water Con. Fee Meter Fee SDCWAFee CFD Payoff Fee PFF (31 05540) 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 $105,179.90 Balance Due: Clearance: $0.00 $0.00 $0.00 $0.00 $46,290.46 $42,729.66 $0.00 $0.00 $0.00 $0.00 $1,010.00 $1,292.00 $393.30 $0.00 $0.00 $0.00 $0.00 ?? ?? $105,179.90 $0.00 NOTICE: Please take NO pproval of your projecl indudes the "lmposrtion" of , dedications, reservations, or orther exactions hereafter collectively referred to as "fees/exaction ." Yo have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow tha protest procedu set rth in Government Code Seclion 66020(a), and file the protest and any other required information with the Crty Manager for processing in accordance with carlsbad Municipal Code Seclion 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attacl<, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that ycur right to protest the specified fees/exactions DOES NOT APPLY to water and sewer conneclion fees and capacrty changes, ncr planning, zoning, grading or other similar application procassing or service fees in conneclion wrth th~ projecl. NOR DOES IT APPLY to any . I . . . . jTHE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: 0PLANNING 0ENGIIIEERING 0BUILDING DFIRE DHEALTH 0HAZMATIAPCD Ccicyof Building Permit Application Plan Check No. CB I b • ( { 3_3 Est. Value -,p-Z , CS"l ~ &.1 ~ 2, 1635 Faraday Ave., Carlsbad, CA 92008 Carlsbad Ph: 760~02-2719 Fax: 760~02~558 Plan Ck. Deposit email: building@carlsbadca.gov www.carlsbadca.gov Date 5. 4-• I '=> jSWPPP JOB ADDRESS Cam~"'o Rea..\ SutlEt/-ACEf/UNITI IAPN' S'Gr -~z -()() 25()1 E.( Sv ik. Jl.lo -Oti' CT/PROJECT # I LOT. ·~·· #OF,NITS I#BE~MS #BATHROOMS J'i;:~·;~*f'S I coNsTR. TYPE I ace. GROUP DESCRIPTION OF WORK: Include 5quanJ FHfof AI 8CIH Atel(l) tc>r a. 3"1,7<g7 sF t"es-frluv-G\.11\+ w~+hiVl CDos!wctW11 o\' 1-eVJo.nf-.lll'lprc>v~lllerri:s ex; sti~ m a..l.l s~a.. EXISTING USE I PROPOSED USE IGARA~SF) PATIOS (Sf) I DECKS (SF) FIREPLACE II AIR CONDITIONING II FIRE SPRINKLERS Vo.Corl + """" \ Resloc.Va.t~+ -6--6 YES[)t N~ YESIXJNo0 YESS'JN00 ~::;:, Sl-e.11e ~e.. ~.... l:n~ st o:~. ,...,+,.rs PROP£RTYowoER-CAI£Si'Fr SLJ.) ADDRESS .I . ADDRESS 2:2..5' ~i"codiA.hV 104~ Pe,.... DriW'.. CITY h:llf>f'l etd STATE ZIP CITY Sa.n ~ei:io STAIE ZIP CA t?'IS"'3~ CA "t2.1D\ PHONE I FAX PHONE -I'AX 707-'127-S'fl>ll 70 7 • £I 2{p -qf) <5z. '2.13 • 2. 7Z-to'8,3q EMAIL I~ S.fe.lleh L. ~ 'ia!eV~$.Ctm'l EMAIL IYl ,"nq('Qifl pi_ IJS. wes+f'~Ld. c"""' DESIG':_u"":'~IOIIAL . 1 COffl'RACTOR BUS. NAME "li!>D --ADDRESS brsc~~er"\1 atvd. ADDRESS 74'07 CITY bvblin , STATE 0/,1 ZIP CITY STATE ZIP £/3£>1'1 PHONE I'AX PHONE I'AX ll1"4· h5"4 -7Q:lo EMAIL EMAIL ..To~+,-n Mt.1 ck 6) ~ b p,.. 1 .COWl STATE LIC. It STATE LIC.It I cuss \ crrv eus.uc.~t ··-(Sec. 7031.5 Business and Profess•ons Code. Any City or County which requ•res a permit to construct, alter, Improve, demolish or repair any structure, prior to itS Issuance, also requires tlf applicant for such permit to file a signed statement tfiat he is licensed pursuant to the provisions of the Contractor's license law I Chapter 9, commending with Section 7000 of DiviSiOn 3\. 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 appllcantfor a permit sub,lects the applicant\. civil penalty of not more than five hundred dollars {$500}). WORI<ERS COMPENSATION Workn' Compenaltion Dtcllrltlon: I hereby affftm under pen8lty d petjury one of the folkM1ng dedarations: B I hsve and win maintain 1 certificate of content to alff.lnaure for workers' compensation as provided by Section 3700 of the LBbor Code, for the performance of the work for which this permit is Issued. I hM and will mllntaln workn' compentation, as required by Section 3700 of the labor Code, for the performance of the work for which this D8ITJlit is issued. My workers' compensation insmnce carrier and policy number are: Insurance Co. Policy No. Expiration Date--------- ; section need not be completed If the permit is forooe hundred dollars ($100) or less. Certfflcata 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 mamer so as to become subject to the WOI'kers' Compensation Laws of omia. WARNING: Failure to secure wortun' compensation covqelt uniiWful, and ahallaubject anlmpll)y*'to criminal penalties llld ctvll fines up to on• hundred thouund dollln: (&100,000), in addition to the cost of compensation, dam~ge~ u provkled for In Section 3706 of the Llbor code, Interest and ltlOmey'a t.n. ,I!S CONTRACTOR SIGNATURE ~ ~ ~ENT DATE OWNER-BUILDER DECLARATION I hereby affirm that 1 am exempt from Contracfor's Lkense Law for the fo/kJtwing reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work llld the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's license law does not apply to an owner of property who builds or improves thereon, and who does such 'Mlrk 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). JXl D I, as owner of the property, am exclusively cootracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License law does not apply to an owner of property who builds or improves thereon, and contracts for such pro;ects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section Business and Professions Code for this reason: 1. I personalty plan to provide the major labor aOO materials for coostruction of the proposed property improvement Ores Do 2. I (have 1 have not) signed an application for a building permit for the proposed 'Mlrlc 3. I have contracted with the following person (firm) to provide the proposed construction (inchxle name address I phone I contractors' license number): 4. J plan to provide portions of the 'Mlrk, but I have hired the following person to coordinate, supervise and provide the major 'Mlrk (include name I address I phone 1 contractors' license number): 5. I will provide some of the work, but r have contracted (hired) the following persons to provide the 'Mlrk Indicated (include name I address I phone f type of work): ,I!S PROPERTY OWNER SIGNATURE ~ENT DATE S/3 /fe> -! \ COMPLETE THIS SECTION FOR NON RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to subrrit a business ~ hazadous materials reglstralon form or risk managemenl illd pevention program under Sections 25505, 25533 or 25534 of the Presley-Tamer Hazardous Substance Account A£fl Yes Is the applicant or future building occupant required to obtain a permit from pollution control district or air QUality management district? Yes No Is lhe facility to be conslructed within 1,000feet of the ouilr boundary of a school site? Yes No IF ANY OF 1lE ANSWERS ARE YES. A ANAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGEIICY SEIMCES AND 11£ AIR POLLU11DN CONTROl. DISTRICT. IC0111f/lhallhoio"""l1he8llllllcalfonllld-1hetlhe.-lnbmatlon ~CXIII8Ctandlhalthelnbmatlonoolheplans~acmato.I-IDcomply'""'aiiCIIr-llldSintlows-ID--. I hetotly aullorize _.-oflhe Gey of Callslaj t> -upon lhe alxNe rnentiored properly b' """"*"' pulpOSeS. I ALSO AGREE TO SAVE, NDEMNIFY AND KEEP HARI.t.ESS lHE CITY OF CAAI.SBAD AGAINST ALL Ll.'lliUTIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OFlHE GRANTING OF lHIS PERMIT. OSHA: 1<1 OSHA pem1!o requied b'lll<l:aV8tions CNef 5'0' deep ll1d-or conslruclion ofslucllres CNef 3 sillies il hellhl EXARA TION: Ewry pem1~ issood by lhe !l.iklng Ollk:ial under lle pro'lisklns of ~• Code shaJ expie by -.lalkln 111<1 beolme nulllld IIOilllhe buimg or m aullorizsd by sudl pemilo nol oon11T>lll<»d v.ihin 18l days 1rom lhe dal> ofsLdl pem11or llhe bul:lilg orm aullorizsd by sudl pem1lil suspended or abir1doned at any lille allerlhe m ollllll1ll!nilld Ira period of 18ldays (Sedk>n1(1).4.4 Unm Bul:lilg Code). AS APPUCANT'S SIGNAl\IRE SJ.u;..c. DATE /{.p STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. Fax (760)602-6560, Email bui!djng@cadsbadca.gov or MaH ~·completed form 1o City of carlsbad, Building DMsion 1635 Faraday Avenue, carlsbad, Cailomia 92008. DELMRY OPTIONS PICK UP: CONTACT (Listed above) OCCUPANT (LISted above) CONTRACTOR (On Pg. 1) MAIL TO: CONTACT (LISted above) CONTRACTOR (On Pg. 1} OCCUPANT (Listed above) MAIL/ FAX TO OlHER: ----------------------------- A5 APPLICANT'S SIGNA 1\IRE (DIIIoe ... Only) carlsbad CA ~GaAnDCB~--------------------- NO CHANGE IN USE/ NO CONSTRUCTION CHANGE OF USE/ NO CONSTRUCTION DATE Inspection List Penni!#: CB161733 Type: Tl COMM DAVE & BUSTERS: 39,787 SF SHEL TO RESTAURANT Date lnsf)ection Item Inspector Act Comments 11/01/2016 14 Frame/SteeVBolting/Weldin py PA 11/01/2016 17 Interior Lath/Drywall py PA 11/01/2016 17 Interior Lath/Drywall py PA 11/01/2016 34 Rough Electric py PA 10/26/2016 14 Frame/Steei/Bolting/Weldin py PA 10/26/2016 17 Interior Lath/Drywall py PA 10/26/2016 34 Rough Electric py PA 10/19/2016 14 Frame/SteeVBolting/Weldin PY AP 10/19/2016 17 Interior Lath/Drywall py PA 10/19/2016 23 Gas!Test/Repairs py AP 10/19/2016 24 RoughfTopout py AP 10/18/2016 14 Frame/Steei/Bolting/Weldin py PA 10/13/2016 14 Frame/Steei/Bolting/Weldin PD AP 10/12/2016 17 Interior Lath/Drywall PD PA 1 0/1212016 24 RoughfT opout PD PA 10/12/2016 34 Rough Electric PD PA 10/07/2016 14 Frame/SieeVBolting/Weldin py PA 10/07/2016 17 Interior Lath/Drywall py PA 10/04/2016 14 Frame/Steei/Bolting/Weldin py PA 10/04/2016 34 Rough Electric py PA 10/03/2016 14 Frame/SteeVBolting/Weldin py NR 09/28/2016 14 Frame/SteeVBolting/Weldin py PA 09/21/2016 21 Underground/Under Floor py AP 09/16/2016 14 Frame/Steei/Bolting/Weldin PB PA 09/16/2016 34 Rough Electric PB PA 09/12/2016 21 Underground/Under Floor PY PA 09/08/2016 21 Underground/Under Floor py PA 09/08/2016 31 Underground/Conduit-Wirin PY PA 09/06/2016 21 Underground/Under Floor PY NR 09/01/2016 17 Interior Lath/Drywall PY PA 08/31/2016 14 Frame/Steel/Bolting/Weld in py PA Room 140 & 144 walls Wednesday, February 01, 2017 Page 1 of 1 PERMIT INSPECTION HISTORY REPORT (CB161733) Permit Type: BLDG-Commercial Application Date: 05/04/2016 Owner: CMF PCR LLC C/0 WESTFIELD PROPERTY TAX DEPT Work Class: Tenant Improvement Issue Date: 08/18/2016 Subdivision: Status: Closed -Finaled Expiration Date: 05/02/2017 Address: 2501 El Camino Real, 140 Carlsbad, CA 92008 IVR Number: 714250 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 11/03/2016 BLDG-17 Interior 000291-2016 Partial Pass Andy Krogh Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency kitchen area Yes BLDG-34 Rough 000292-2016 Partial Pass Andy Krogh Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency bar areal/ meter to main subpanel Yes 11/0912016 11/0912016 BLDG-14 000404-2016 Partial Pass Paul York Relnspectlon Incomplete Frame/Steei/Bottingl Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG·171nterlor 000403-2016 Partial Pass Paul York Relnspectlon Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency kitchen area Yes 11/1612016 11/16/2016 BLDG-24 001316-2016 Partial Pass Paul York RelnspecUon Incomplete RoughfTopout Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-34 Rough 001315-2016 Partial Pass Paul York Relnspectlon Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency bar areal/ meter to main subpanel Yes 11/2212016 11/2212016 BLDG-44 002362-2016 Partial Pass Paul York RelnspectJon Incomplete Rough/Oucts/Oampe "' Checklist Item COMMENTS Passed BLDG-Building Deficiency No 1210112016 12101/2016 BLDG-85 T-Bar, 003683-2016 Failed-Construction Paul York RelnspectJon Complete Ceiling Grids, Change Needed Overhead January 31, 2017 Page1 of5 PERMIT INSPECTION HISTORY REPORT (CB161733) Permit Type: BLDG-Commercial Application Date: 05/04/2016 Owner: CMF PCR LLC C/0 WESTFIELD PROPERTY TAX DEPT Work Class: Tenant Improvement Issue Date: 06/16/2016 Subdivision: Status: Closed-Finaled Expiration Date: 05/02/2017 Address: 2501 El Camino Real, 140 Carlsbad, CA 92006 IVR Number: 714250 Scheduled Actual Complete Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLOG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 12/05/2016 1210512016 BLDG-84 Rough 004129-2016 Partial Pass Paul York Relnspectlon Incomplete Combo(14,24,34,44) 12/06/2016 12/0612016 BLDG-84 Rough 004230-2016 Failed-Construction Paul York Relnspectlon Complete Combo(14,24,34,44) Change Needed Checklist Item COMMENTS Passed BLDGwBuilding Deficiency No BLOG-14 No FramewSteei-BoltingwWelding (Decks) BLDGW24 Rough-Topout No BLDGw34 Rough Elecbical No BLDG-44 No RoughwDucts-Dampers 12/1312016 12/1312016 BLDG-44 005184-2016 Partial Pass Paul York Relnspectlon Incomplete RoughiDuctsiDampe rs Checklist Item COMMENTS Passed BLDG-Building Deficiency No 12/15/2016 12/1512016 BLDG-35 T-Bar, 006697-2016 Partial Pass Paul York Relnspectlon Incomplete Ceiling Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLOG-44 No Rough-Ducts-Dampers 12/20/2016 12/20/2016 BLDG-14 006231-2016 Partial Pass Paul York Relnspectlon Incomplete Frame/Steel/Bolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency No January 31, 2017 Page 2 of5 PERMIT INSPECTION HISTORY REPORT (CB161733) Permit Type: BLDG-Commercial Application Date: 05/04/2016 Owner: CMF PCR LLC C/0 WESTFIELD PROPERTY TAX DEPT Work Class: Tenant Improvement Issue Date: 08/18/2016 Subdivision: Status: Closed -Finaled Expiration Date: 05/02/2017 Address: 2501 El Camino Real, 140 Carlsbad, CA 92008 IVR Number: 714250 Scheduled Actual Inspection Type Date Start Date Inspection No. Inspection Status Primary Inspector Reinspectlon Complete BLDG-34 Rough 006232-2016 Partial Pass Paul York Relnspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency bar area// meter to main subpanel Yes 12128/2016 12/28/2016 BLDG-44 007322-2016 Partial Pass Paul York Relnspection Incomplete Rough/Ducts/Dampe rs Checklist Item COMMENTS Passed BLDG-Building Deficiency No 12/30/2016 12130/2016 BLDG-17 Interior 007767-2016 Partial Pass Paul York Relnspectlon Incomplete lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency kitchen area Yes BLDG-44 007769-2016 Partial Pass Paul York Relnspectlon Incomplete Rough/Ducts/Dampe IS Checklist Item COMMENTS Passed BLDG-Building Deficiency No 01/0512017 01/05/2017 BLDG-liST-Bar, 008352-2017 Failed-Construction Paul York Relnspectlon Complete Ceiling Grids, Change Needed OVerhead Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Duds-Dampers 01/1012017 01/1012017 BLDG-17 Interior 009065-2017 Passed Paul York Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency kitchen area Yes BLDG-85 T -Bar, 009064-2017 Partial Pass Paul York Relnspectlon Incomplete Ceiling Grids, OVerhead January 31, 2017 Page 3 of 5 PERMIT INSPECTION HISTORY REPORT (CB161733) Permit Type: BLDG-Commercial Application Date: 05/04/2016 Owner: CMF PCR LLC C/0 WESTFIELD PROPERTY TAX DEPT Work Class: Tenant Improvement Issue Date: 08/18/2016 Subdivision: Status: Closed -Finaled Expiration Date: 05/02/2017 Address: 2501 El Camino Real, 140 Carlsbad, CA 92008 IVR Number: 714250 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 0111312017 01/1312017 BLDG-85 T -Bar, 009638-2017 Passed Paul York Complete Ceiling Grids, overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steei-Bolting-VVelding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 01/18/2017 01/1812017 BLDG-14 009934-2017 Partial Pass Paul York ReinspectJon Incomplete Frame/SteeiiBoltlng/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Defidency No 01/1912017 01/1912017 BLDG-Final 010137-2017 Failed-Construction Paul York Relnspection Complete Inspection Change Needed Checklist Item COMMENTS Passed BLDG-Building Defidency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 01/2312017 01/2312017 BLDG-Final 010358·2017 Failed-Construction Paul York Relnspectlon Complete Inspection Change Needed Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 01/2812017 01/2e/2017 BLDG-Final 011332-2017 Partial Pass Paul York Relnspectlon Incomplete Inspection January 31,2017 Page 4 of 5 ' I PERMIT INSPECTION HISTORY REPORT (CB161733) Permit Type: Work Class: Status: Scheduled Date BLDG-Commercial Application Date: 05/0412016 Owner: Tenant Improvement Issue Date: 0811812016 Subdivision: Closed -Finaled Expiration Date: 05102/2017 Address: IVR Number: 714250 Actual Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final COMMENTS 0113112017 0113112017 BLDG-Final Inspection 011941-2017 Passed Paul York January 31,2017 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final BLDG-Fire Final 012028-2017 Checklist Item FIRE-Building Final COMMENTS Passed Cindy Wong COMMENTS CMF PCR LLC C/0 WESTFIELD PROPERTY TAX DEPT 2501 El Camino Real , 140 Carlsbad, CA 92008 Reins paction Complete Passed No No No No No Complete Passed Yes Yes Yes Yes Yes Complete Passed Yes Page 5 of 5 CB161733 2501 EL CAMINO REAL 140 CARLSBAD Building Division INSPECTION RECORD DAVE & BUSTERS 39,787 SF SHEL TO RESTAURANT Tl COMM 0 INSPECTION RECORD CARD WITH APPROVED Lot# STEVE HALE PLANS MUST BE KEPT ON THE JOB 0 CALL BEFORE 3:30pm FOR NEXT WORK DAY INSPECTION 0 FOR BUILDING INSPECTION CALL: 760-602-2725 OR GO TO: www.Carlsbadca.gov/Building AND CLICK ON "Request DATE: /?i CM&I Fire Type of Inspection CODE# BUILDING #11 FOUNDATION #66 MASONRY PRE GROUT CODE# STORMWATER i Inspections) #600 PRE-CONSTRUCTION MEETING RFV 1012012 760-438-3891 Type of Inspection CODE # ELECTRICAL DUFER CoDE# MECHANICAL CODE# COMBO INSPECTION SEE BACK FOR SPECIAL NOTES c, OONSOUDATED ENGINEERING LAaOIIATOIItae Date Of Issue: 11/3/2016 RE: Dave & Busters TI at Westfield Mall Rpt City of Carlsbad To: 1635 Faraday Avenue Carlsbad, CA 92008 Attu: Building Inspection Department Inspection Date(s): 9/12/2016 Location: Jobsite Report# 160916Sub Inspector(s): United Inspection & Testing INSPECTION!fESTING REPORT City of Carlsbad NOV 0 7 2016 BUILDING DIVISION 200 I Crow Canyon Road, Suite 100 San Ramon, CA 94583-5387 Tel. 925 314-7100 Fax. 925 855-7140 Permit CB161733 CEL# 1032103 www ce-Jahs rom EPOXY REBAR INSTAJ.J.ATIQN I CONCRETE On the above date, our representative inspected the referenced project. Please refer to the attached reports for details and locations of our testing and/or inspection services for the above noted date. Work inspected was in compliance with approved plans and specifications. CC: Enclosures (2) Dave & Buster's (ER) City of Carlsbad (P) Deacon Corporation (ER) Dave & Buster's (ER) 360PM(ER) Deacon (ER) Deacon(ER) Reviewing Engineer: Chris Kavalaris, PE Dave & Buster's (ER) All reports are submitted as the confidential property of our clients. Publications of statements, conclusions, or extracts is revised pending written approval. • Date: I Job#: ProJect: Address: 22620 Goldencrest Drive, SUite 114 • Moreno Volley, CA 92553 • P: 951.697 .47n • F: 951.697.4770 www.ult-lnc.us DAIL V FIELD REPORT 09/12/16 M (e T \ w (~ Th (. F ( ' SAT (' 10 · Ooill tl1b"' I DSA/OSHPD #: I NA Dave & Buster's (C£Lt10.32103) 2501 El Camino Real Carlsbad, Ca SUN ProJect Site Time: Start: 7:00AM Lunch: 30Min Completed: 3:30PM Project Spedflcatlon (s): structural Notes on 50.1, ReWian 1, CBC 1705.3/ACI318-11 & Shop Drawtns Details Plan Sheet: Structural Notes on 50.1, Revision 1, CBC 1705.3/ACI318-11 & Shop Drawtns DetaNs Jurisdiction: City Permit#: CB161733 Genll'al Contractor: Deacon Construction Enslneer: WOPartners Type of Work Observed: Placement of Epoxy & Dowels REPORT: ( . Arrived at 7:00 AM as requested. Observed placement of Hlltl HIT -HY 200.R epoxy with expiration date 3·17 and 13 A61S/60 relnforclns steel dowels II 16" o.c. with a 6" embed In the exlstlntl s• slab on srade by subcontractor Morello Construction. Observed drllllntl and deanlns of holes. Holes cleaned with wire brush and pneumatic means. Epoxy & dowels placed In the exlsti1111 slab on arade for the new sewer trench sleb repair startlntl at the south restroorns to the bar and stopPintl at the kitchen's north sewer trench. Placement of epoxy & dowels completed per structural & shop drawtns details. Work Is on £011111 at this time Statement for OSHPD/DSA: I hereby declare that to the best of my personal knowledse, the work performed and the materials used and Installed durlna the period _,. by this report are In compHanca with the approved contrac:t documents, and any approved chana& orders, except as noted herein. Inspector (Print Name): Paul Bliss Ucense: ICC: 5236330 Inspector Slpature: (;;:::::::i:.. s , Job Supervisor: Mark Mitchel -• Pase 1 of 1 • Date: I Job II: Project: Address: 22620 Goldencrest Drive, Suite 114 • Moreno Valley, CA 92553 • P: 951.697.4777 • F: 951.697.4770 www.ult-lnc.us DAILY FIELD REPORT 9/13/16 M m w Th F SAT 10-09609 I DSA/OSHPD II: I Dave and Busters 2502 El Camino Real, Carlsbad SUN Project Site Time: Start: 8:00am Lunch: 30m in Completed: 1:30pm Project Spedflcatlon (sl: Plan Sheet: Jurisdiction: Permit II: General Contractor: Morello EnaJneer: Type of Work Observed: Concrete Placement REPORT: Arrived onsite as requested per United Inspection & Testing. Observed placement of approximately 20 Cu.Yds. Of 4,000 psi concrete Mix #4032057 supplied by Hanson Heidelberg Cement Group for filling in Pieces of trenched out interior slab. I made a sample of 5 (4x8) cylinders While the slab at Bx10.5 was being poured. Concrete was confirmed as being placed in accordance with specifications And code. Statement for OSHPD/DSA: I hereby declare that, to the bast of my personal knowlqe, the work performed and the materials used and Installed durinc the period covered by this report are In compliance with the approved contract documents, and any approved chanse orders, except as noted herein. Inspector (Print Namel: Michael Runyan Ucense: ACI 01288431 Inspector Sl&nature: JIJ . ., Job Supervisor: 1M. f) 1111 --::> ... 1 • I"'"' I • v v Page 1 of 1 January 23, 2017 Dave & Buster's Inc 2481 Manana Dr Dallas, TX 75220-1203 Attention: Mr. James Curtis UL Order Number: 11451724 Subject: Field Evaluation of Electronic Amusement Video Games Dear Mr. Curtis: UL has completed a Field Evaluation of the above subject equipment. Please find attached one electronic copy of the final report(s) for this project. With the issuing of this report, we are closing this project and notifying our accounting department to invoice you for any outstanding charges. This report should be reviewed to verify that the information provided is complete and correct, and to determine whether further action may be required by the AHJ for final approval of the installation. If you have any questions, or if we can be of service in future projects please do not hesitate to call anytime. Kind regards, Cathy Sledjeski Administrative Specialist I Field Engineering Services Direct Line: Email: 813-253-9489 Cathy.Siedjeski@ul.com CC: Mr. Paul York-Combination Inspector, City of Carlsbad UL LLC 333 Pfingsten Road, Northbrook, IL 60062-2096 USA r, 847.272.88001 F' 847.272.8129 ;w, UL.com Field Evaluation Services Final Report For Electronic Amusement Video Games Requested by: Dave & Buster's Inc. 2481 Manana Dr. Dallas, TX 75220-1203 UL Order Number -11451724 Installation Site and Authority Having Jurisdiction: ® Dave and Buster's #103, 2501 El Comino Real, Suit #101A, Carlsbad, CA 92008 City of Carlsbad, Carlsbad, CA 92008 Report by: _/_-..,.C._, '-=l---'~'-, .... _L.,...-1:_~_.~ __ · _ Charles Radoyevich ULLLC 333 pfingsten Road, Northbrook, ll60062·2096 USA T: 847.272.8800 IF: 847.272.8129 I W: Ul.com Report Date: January 18, 2017 Table of Contents 1 Executive Summary ............................................................................................................. 3 2 Conditions of Acceptability ................................................................................................... 3 3 Referenced Standards ......................................................................................................... 4 4 Product Description .............................................................................................................. 4 4. 1 Nameplate Data ...................................................................................................................... 4 4.2 Field Evaluation Label ............................................................................................................. 5 5 Evaluation Discrepancies ..................................................................................................... 5 5.1 Cord Type -Bling King ............................................................................................................ 5 5.2 Nameplate Markings -Ampere Rating -Spin-Out... ................................................................ 5 6 Evaluation Details ................................................................................................................ 6 6. 1 Critical Components ................................................................................................................ 6 6.2 Electrical Spacings (Creepage/Clearance) ............................................................................. 6 6.3 Environmental Rating .............................................................................................................. 6 6.4 Grounding and Bonding .......................................................................................................... 6 6.5 Guarding of Live Parts ................................................................. : ........................................... 7 6.6 Markings .................................................................................................................................. 7 6. 7 Mechanical Protection ............................................................................................................. 7 6.8 Mounting of Components ........................................................................................................ 8 i 6.9 Overcurrent Protection ............................................................................................................ 8 6.10 Protection Against Injury To Persons ...................................................................................... 8 6.11 Supply Conductors and Disconnect ........................................................................................ 9 6.12 Wiring and Wiring Methods ..................................................................................................... 9 7 Test Results ....................................................................................................................... 1 0 8 Test Equipment .................................................................................................................. 10 9 Photographs ....................................................................................................................... 11 10 Equipment List ................................................................................................................... 15 2016-9833-FE Field Evaluation Services Report Page 2 of 16 1 Executive Summary Federal OSHA requirements mandate that all electrical equipment in the workplace be "certified" or subjected to a complete and thorough evaluation before use (29 CFR 1910.303 and 1910.399). Many state, county and city electrical jurisdictions have similar requirements. A UL Field Evaluation is an accepted approach to meet this requirement; UL conducts an unbiased, independent assessment of products at a specific location to essential requirements of applicable product safety standard(s). UL's engineering assessment informs regulating authorities who make product and related installation approval decisions. Please note that the regulating authority for the final installation site provides final approval of this equipment and the installation. This project's purpose was to evaluate a product that was not Listed or otherwise certified by a testing laboratory recognized by the authority having jurisdiction. Products undergoing this evaluation process do not acquire a UL Listing, UL Recognition, or UL Classification. UL has not established factory Follow-Up Services to determine the conformance of any subsequently produced, relocated, or otherwise altered product(s) or system(s). Installation model codes are referenced in this document where necessary to ensure the product can be properly installed according to the code (e.g. National Electrical Code, NFPA 70). At the request of Mr. James Curtis of Dave & Buste~s Inc, a Field Evaluation project was initiated. A Final evaluation was completed at: • Dave and Buster's #103, 2501 El Comino Real, Suit #101A, Carlsbad, CA Based on the inspection, testing, and evaluation completed, UL considers the product to be suitable for application of the Field Evaluation Product Mark and for use in accordance with any conditions of acceptability stated in this report. 2 Conditions of Acceptability Except where otherwise stated in the product description and evaluation sections of this report, this evaluation and the application of the Field Evaluated Product Mark is subject to the following Conditions of Acceptability. 2.1 Except for like-for-like component replacement in the event of component failure, no change or addition to the product or system shall be made that would alter its construction, operation, function, layout, source of supply, physical location or operating environment. If such changes or additions to the product occur, the Field Evaluated Product Mark shall be considered invalid, and a separate evaluation shall be required to determine compliance with applicable product safety standards under the changed conditions. 2.2 The completed evaluation and application of the UL Field Evaluated Product Mark by UL does not assume liability on the part of UL and does not relieve the manufacturer, installer, user, or other relevant parties of their responsibilities. The product evaluation is based on adherence to sound engineering practices, and compliance with the applicable product safety standards and installation code. 2016-9833-FE Field Evaluation Services Report Page 3 of 16 2.3 This evaluation considered the risks associated with electric shock, fire, and casualty hazards as specified in the evaluation section of the report only. No other hazards were evaluated during this evaluation. 2.4 Unless otherwise stated in the product description, ihis product was evaluated for installation in an indoor, dry, normal environment only. The product was not evaluated for installation in any hazardous classified location as defined in the latest edition National Electrical Code as adopted by the National Fire Protection Association. The product was not evaluated for installation in an environment subject to rainfall, water spray, steam, or exposure to any corrosive chemicals that deteriorate the enclosure or components. 2.5 The UL Field Evaluated Product Mark shall not be considered as equivalent to the UL Listing Mark, UL Recognized Component Mark, or UL Classified Product Mark. The UL Field Evaluated Product Mark indicates compliance with the applicable parts of the Standards referenced in Section 3 at the time the Mark was applied, and considering only the final installation site. The applicable parts included in the evaluation are the construction review, markings, and those testing protocols that are non-destructive. 3 Referenced Standards • NFPA 70, National Electrical Code-2014, 1st Edition, Revised 09/1612013 • UL 22, Standard For Amusement And Gaming Machines, 6th Edition, Revised 10/29/2014 4 Product Description Equipment Name: Description: Manufacturer: Model Number: Serial Number: 4.1 Nameplate Data Electrical Ratings Volts Amps Phase Wire Frequency 2016-9833-FE Electronic Amusement Video Games This evaluation covers self-contained commercial amusement and gaming machines. The burglary and theft protection features of coin-operated machines have not been investigated as part of this evaluation. Please refer to Section 10, Equipment List, of the Final Report. Please refer to Section 10, Equipment List, of the Final Report. Please refer to Section 10, Equipment List, of the Final Report. Please refer to Section 10, Equipment List, of the Final Report. 120 Vac A 1 2 60Hz Field Evaluation Services Report Page 4 of 16 4.2 Field Evaluation Label UL Engineers have determined that the subject product complied with the Standards referenced in Section 3 and the following UL Field Evaluated Product marks were applied. • FE-447335, FE-447336, FE-447337, FE-447338, FE-447339, FE-447340, FE-447341, FE-447342, FE-447343, FE-447344, FE-447345, FE-447346, FE-447347, FE-447348, FE-447349, FE-447350, FE-447351, FE-447352, FE-447353, FE-447354, FE-447355, FE-447356, FE-447357, FE-447358, FE-447359, FE-447360, FE-447361, FE-447362, FE-447363, FE-447364, FE-447365, FE-447366, FE-447367, FE-447368, FE-447369, FE-447370, FE-447371, FE-447372, FE-447373 Date Applied: 01/17/2017 5 Evaluation Discrepancies This section details the non-compliant findings of the preliminary evaluation. Unless corrective actions are described, a final evaluation is necessary to complete all remaining tests and verify that changes have rendered the equipment compliant. 5.1 Cord Type -Bllng King Reference: Discrepancy: Corrective Action: UL 22, 6th Edition, Section 14.1.1.7 The flexible cord on a cord-connected appliance shall be Type SJ, SJE, SJO, SJOO, SJT, SJTO, SJTOO, S, SE, SO, SOO, ST, STO, STOO, or of a type at least as serviceable for the particular application. An appliance intended for use in a protected location or an outdoor location shall use a cord intended for such use. The flexible cord for the game(s) was Type SVT which is not one of the types allowed per the requirement described above. Action Required: Replace the flexible cord with a cord type referenced above. A Type SJT flexible cord was used for the game(s). 5.2 Nameplate Markings -Ampere Rating -Spin-Out Reference: Discrepancy: 2016-9833-FE UL 22, 6th Edition, Section 54.1 An appliance shall be plainly marked with: a) The manufacturer's name, trade name, trademark, or other descriptive marking by which the organization responsible for the product may be identified -hereinafter referred to as the manufacture~s name; b) A distinctive catalog number or an equivalent identification number; c) The voltage, frequency, and frequency-range rating expressed in hertz (Hz), cycles per second (cps), or cycles/second (cis); and d) The input in amperes or watts. The ampere or watts rating shall be included unless the full-load power factor is 80 percent or more or, for a cord-connected appliance, unless the rating is 50 watts or less. The nameplate for the game had no ampere rating as required by item d above. Field Evaluation Services Report Page 5 of 16 Action Required: Add the ampere rating for the game to the original nameplate or use a separate marking affixed adjacent to the nameplate. Corrective Action: The ampere rating for the game, 3A, was added as a separate marking affixed adjacent to the nameplate. 6 Evaluation Details The following specific areas were evaluated using the methods described. All items comply with the applicable parts of standard(s) referenced in Section 3.0, unless stated otherwise in Section 5.0 of this report. Additional characteristics and features unique to the product were further addressed as deemed necessary considering the final installation site, or as required by the applicable product safety standard(s). 6.1 Critical Components Method: The following critical components were inspected for evidence of Listing or Recognition according to UL policies: Results: -Switches -Relays -Fuses -Overload Relays -Motors -Lampholders -Transformers -Printed Wiring Boards The critical components are Listed or Recognized by a testing laboratory acceptable to UL according to UL policies. 6.2 Electrical Spacings (Creepage/Clearance) Method: Spacings between uninsulated live parts of opposite polarity and between uninsulated live parts and dead metal parts are inspected according to the values specified in the referenced standard. Results: The through-air and over-surface distances meet or exceed the requirements based upon the voltage or vott-amperes of the load, as applicable. 6.3 Environmental Rating Method: The design, assembly, and installation of the equipment are examined for suitability with the environment, electrical supply, and operating conditions of the installation site. Results: The general operating conditions are acceptable for the design and use of the equipment as required by the standards referenced in Section 3.0. 6.4 Grounding and Bonding Method: All accessible metal parts are verified (visually and/or by test) to be bonded together and to be connected to the supply equipment grounding conductor. Where applicable, a bonding continuity test is conducted and the results recorded. Results: The product is grounded and bonded according to the applicable standards referenced in Section 3.0 and Article 250 of the NEG. The product has an identified terminal to connect the supply equipment grounding conductor or a suitable cord with an integral equipment grounding conductor. 2016-9833-FE Field Evaluation Services Report Page 6 of 18 6.5 Guarding of Live Parts Method: The product is visually inspected to ensure that all components were housed in a suitable enclosure and made effectively inaccessible to unauthorized persons. An articulated finger probe is used to measure access where necessary. Vent openings are verified to not align with potential discharge paths of gases expelled from circuit breakers when clearing fault conditions. Results: Enclosures prevent contact with moving parts, electrically energized parts, and hot parts. Enclosures provide an acceptable degree of protection for internal components (according to the product's installation environment). All electrically live parts external to the enclosure are guarded as required by the applicable standards. No electrically hazardous energized parts are accessible from the exterior of the ultimate enclosure as required by Section 110.27 of the NEC. 6.6 Markings Method: The product nameplate is inspected for all required information. The content, placement, and format of hazard-warning labels, fuse replacement markings, environmental limitations, and installation type markings are also verified. Results: The product bears the required markings according to the applicable standards. Additional markings are identified for the installation site, as the working environment requires. 6.6.1 Unit Nameplate The product bears a permanent nameplate, suitable for the intended installation environment and with all the applicable information. The nameplate is visible or accessible after installation or located according to the provisions in the referenced standard. 6.6.2 Hazard Warning Labels Applicable hazard warning markings that identify known hazards are located on or within the product. 6.6.3 Fuse Replacement Fuse replacement markings are provided and installed at all fuse locations or on a permanent chart suitable for the intended environment. 6.7 Mechanical Protection Method: Moving parts, such as rotors of motors, chains, pulleys, belts, and gears are evaluated for risk of injury to persons. The degree of protection required depends upon the general design and intended use of the product. The factors considered in judging the acceptability of exposed moving parts are: Results: a) The degree of exposure; b) The sharpness of the moving parts; c) The likelihood of unintentional contact with the moving parts; d) The speed of movement of those parts; and e) The likelihood of fingers, arms, or clothing being drawn into the moving parts, such as at points where gears mesh, where belts travel onto a pulley, or where moving parts close in a pinching or shearing action. Exposed moving parts are enclosed or guarded to reduce the risk of injury to persons. 2016-9833-FE Field Evaluation Services Report Page 7 of 16 6.8 Mounting of Components Method: Components that support live parts and uninsulated current carrying parts are secured to prevent them from turning or shifting in position if such motion may result in a reduction of spacings below the minimum acceptable values. Friction between surfaces is not acceptable as a means of preventing shifting or turning of a live part. Result: Components are mounted such that they are fixed in place and protected from a reduction in electrical spacings and strain on wiring terminations. 6.9 Overcurrent Protection Method: The product is inspected to ensure that proper overcurrent protection exists for internal conductors and components. Overcurrent devices are inspected for proper ratings, including voltage, ampere, and interrupting ratings, suitability as branch circuit protection (where required), and Listing. · Results: Details as follows: 6.9.1 Conductors Factory and field installed internal conductors have proper overcurrent protection. 6.9.2 Supply The product has properly rated main overcurrent protection. Internal overcurrent protection is properly rated for the intended application. All devices designed to open under fault conditions have proper short circuit current interrupting ratings. 6.9.3 Components Components such as transformers, heater elements, and motors have overcurrent protection of the correct ratings and proper type. 6.10 Protection Against Injury To Persons Method: The adequacy of a guard, safety release, pressure relief valve, interlock, or the like is determined from an investigation of the complete equipment, its operating characteristics, and the likelihood of a risk of injury to persons resu~ing from a cause other than gross negligence. This evaluation includes but is not limited to the following devices or hazards: Results: The equipment design acceptably protects against injury to persons as appropriate for the installation site and intended use. 6.1 0.1 Entrapment Hazards Remotely or automatically operated motor driven doors, covers, panels, and similar moving objects shall not develop kinetic energy or forces that pose a risk of entrapment or shall be provided with suitable external entrapment protective devices and controls. 6.10.2 Pressure Vessels Pressure vessels, as defined by the reference standard, shall be constructed in accordance with the ASME Boiler and Pressure Vessel Code, Section VIII, Rules for Construction of Pressure Vessels, Division I, and shall be marked wtth the pressure vessel symbol "U" or "UM". 6.1 0.3 Automatic Reset Devices Where an automatically-reset protective device is employed, automatic restarting of a motor shall not result in a risk of injury to persons. 2016-9833-FE Field Evaluation Services Report Page 8 of 16 6.1 0.4 Stability Under all conditions of servicing and intended use after installation, fully assembled equipment shall not become physically unstable to the degree that it may result in a risk of injury to users, maintenance, or service personnel. 6.11 Supply Conductors and Disconnect Method: Incoming supply circuit conductors are examined for proper identification, location, accessibility, separation from other internal conductors, bending space, and disconnecting means. Circuits not disconnected by the main supply disconnecting means, where permitted, are also examined for proper identification, isolation, and guarding. Results: The supply conductors are mounted as near as practical to the top of the enclosure or are separated from internal conductors by barriers. The conductors terminate at the disconnecting means and are properly identified. The disconnecting means is not more than 2.0 m (6ft 7 in) above the servicing level. 6.12 Wiring and Wiring Methods Method: All conductors were inspected for Listing or Recognition by a Nationally Recognized Testing Laboratory according to UL policies. The conductors were examined for proper ratings (voltage, ampacity, temperature, flexibility, flame, and environmental ratings) as required for the application. The wiring methods were verified to comply with the applicable standards and provide proper physical protection, including strain relief, where applicable. The wiring terminations were inspected for correct application, number of conductors according to their Listing, and correct ampacity based on temperature ratings. Results: Details as follows: 6.12.1 Wire Terminations All wire terminations are suitable for the number and size of conductors installed. 6.12.2 Conduit Connections All conduits, gutters, and wireways are properly supported and sized for the number and size of conductors. 6.12.3 Supply Connections The supply connection points have proper terminals and identification provided. 6.12.4 Strain Relief External conductors, cable assemblies entering enclosures, and internal conductors are secured to prevent strain from being transmitted to terminations. 6.12.5 Separation of Circuits Unless provided with insulation rated for the highest voltage involved, low voltage and line voltage circuit wires within enclosures are segregated or separated by barriers. The product wiring for low voltage and line voltage circuits outside enclosures is installed in separate raceways or wireways. 6.12.6 Wiring Methods Internal wiring methods are in compliance with the requirements of the applicable standard. All wiring is routed, secured, and protected from moving parts, external heat sources, and sharp edges. 2016-9833-FE Field Evaluation Services Report Page 9 of 16 7 Test Results The following tests verified that the product operates within normally expected parameters. Unless stated otherwise in Section 5.0, all the following items comply with the applicable part(s) of the referenced standard(s). Field evaluation test methods follow the applicable standards as closely as practical, considering the limits of a non-laboratory field setting and the need for the equipment to perform its function following the test. • Grounding & Bonding Resistance Test • Input Test, Single Phase • Insulation Resistance Test • Leakage Current Test 8 Test Equipment All test equipment used to evaluate product(s) covered by this report, which may have an effect on test results, was calibrated and traceable to the National Institute of Standards and Technology (NIST) or other national metrology institution and managed according to ISO/IEC 17025, General Requirements for the Competence of Calibration and Testing Laboratories. 2016-9833-FE Field Evaluation Services Report Page 10 of 16 9 Photographs 2016-9833-FE Field Evaluation Services Report Page 11 of 16 2016-9833-FE Field Evaluation Services Report Page 12 of 16 2016-9833-FE Field Evaluation Services Report Page 13 of 16 2016-9833-FE Field Evaluation Services Report Page 14 of 16 1 0 Equipment List Game Rallv Racers Tutti Fruitti Pump It Up Bio One Crane Manufacturer Coastal Coastal Andamiro Elaut Model Rally_ Racing_ Tutti Fruitti Pum11_lt U!?_ Big One Crane Serial Numbers RR8/0816A25(ST) 1603689 1603678 PUT160803020-001 BE-15000802-2004 r-,Joltage, VAC 120 120 120 120 Current, Amps 10 2.1 10 5.2 Phase 1 1 1 1 Fr~quency 60 60 60 60 FE-447359, FE- FE Label FE-447362 447360 FE-447369 FE-447371 Skee Ball Super Game Skee Ball Alleys Shots Bling Kino Haunted Manor Manufacturer Bay-Tek/Skee Ball Bay-Tek/Skee Ball Coastal 5 Star Redemption Skee Ball Super Model Skee Ball Alleys Shots Blino Kino Haunted Manor 134, 132, 130, 133, 139, 136, 138, 137, Serial Numbers 135, 131 140 141 1502084 1502076 2139 r-,Joitage, VAC 120 110 120 120 Current, Amps 2 6 3.5 9.5 Phase 1 1 1 1 FreQuency 60 so 60 60 FE-447341, FE-FE-447335, FE- 447342, FE-447343, 447336, FE-447337, FE-447344, FE-FE-447338, FE-FE-447366, FE- FE Label 447345, FE-447346 447339 FE-447340 447367 FE-447354 Mini Mega Octo Game Score Black Out MeQa Stacker Jacks HI Manufacturer 5 Star Redemption Adrenaline LAI Games Coastal Mini Mega Octo Model Score Black Out Mega Stacker Jacks HI Serial Numbers MMOS232 B0-7021 ML034732 JH6/0816A23fllS'T}_ r-,Joltage, VAC 120 120 120 120 Current, Amps 9.5 4 3.2 10 Phase 1 1 1 1 FreQuency 60 60 60 60 FE Label FE-447348 FE-447384 FE-447370 FE-447351 2016-9833-FE Field Evaluation Services' Report Page 15 of 16 Game Raptor Ca!21or Transformers Casino Lights Quad Air Hockey Manufacturer 5 Star Redemption Sega Coastal Barron Games Model Raptor CllQ!or Transformers Casino Lights Quad Air Hockey Serial Numbers 1047, 1046 SMD121900 CL6/0916A86(CT) QA-H005000496 Voltage, VAC 120 120 120 120 Current, Amps 9.5 1.81 10 3 Phase 1 1 1 1 F rEl(}Uenc;y 60 60 60 60 FE-447357, FE- FE Label 447358 FE-447349 FE-447350 FE-447356 Game Sea Wolf Photo Booth Spin N Win Spin Out Manufacturer Coastal Play It Amusement Skee Ball Coastal Model Sea Wolf Super Booth Spin N Win Spin Out Serial Numbers SW1358ED CL125 125, 124 SPN279CC VoltaQe, VAC 120 120 120 120 Current, Amps 3 5 6 3 Phase 1 1 1 1 FreQuency 60 60 60 60 FE-447352, FE- FE Label FE-447365 FE-447372 447353 FE-447355 Game Speed Of Light Fruit Ninja Pharaohs Revenge Luigi's Mansion Manufacturer Lai Games Adrenaline Family Fun Se_ga Model Speed Of Light Fruit Ninja Pharaohs Revenge Luigi's Mansion Serial Numbers ML034734 TF3-2011-0191 A34616070608 SMD122062 Volt!!Qe, VAC 120 120 120 120 Current, Amps 2.8 15 3 3 Phase 1 1 1 1 Frequency 60 60 60 60 FE Label FE-447368 FE-447363 FE-447373 FE-447361 Game Monster Hunt Manufacturer 5 Star Redemption Model Monster Hunt Serial Numbers 1216 lvoltage VAC 120 Current Amps 5.52 Phase 1 Frequency 60 FE Label FE-447347 2016-9833-FE Field Evaluation Services Report Page 16 of 16 EsGil Corporation In a>artnersnip witfi qo<Jem,..nt for (JJuiUing Safety DATE: 7/28/2016 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 16-1733 SET: IV PROJECT ADDRESS: 2501 El Camino Real Suite 140 , 0 APJ?j.ICANT ~RIS. 0 PlAN REVIEWER 0 FILE PROJECT NAME: Dave & Buster's Entertainment Complex Westfield Mall T. I. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. (gJ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. 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: 0 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. ~8 Telephone#: Date contacted: (l:l ) Email: Mail Telephone Fax Person [gj REMARKS: Set IV (only one set) is Set Ill w/slip sheets (T1.1, A1.1d, A6.3, M2.1b, F3.0). Applicant to revise outstanding plan sets, sheet M2.1 b "Sequence of Operation, Outside Air Fan Control" to "Outside Air Fans". By: David Yao Enclosures: EsGil Corporation D GA ~ EJ D MB D PC 07/20 9320 Chesapeake Drive, Suite 208 + San Diego, california 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In a?artnersnip witn qo..,emment for (JJui{i{jng Safety DATE: 7/12/2016 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 16-1733 SET: III PROJECT ADDRESS: 2501 El Camino Real Suite 140 0 JI.PPLICANT ,.........e:r JURIS. 0 PLAN REVIEWER 0 FILE PROJECT NAME: Dave & Buster's Entertainment Complex Westfield Mall T. I. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. IZJ 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. IZJ The applicant's copy of the check list has been sent to: Steve Hale D EsGil Corporation staff did not advise the applicant that the plan check has been completed. IZJ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Steve Hale Telephone#: 707-427-8671 _/)ate contacted:+/ jl..--{byrc-> Email: steveh@ldreeves.com ~Mail Telephone Fax In Person D REMARKS: By: David Yao Enclosures: EsGil Corporation 0 GA 1ZJ EJ 0 MB 0 PC 7/6 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 16-1733 7/12/2016 Please make all corrections, as requested in the correction list. Slipsheets are acceptable if the applicant slip sheets the revised sheets into plan sets that are at the City. EsGil will slipsheet any approved sheets into Set Ill that are submitted to EsGil. Submit FOUR new complete sets of plans for commerciaUindustrial 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 IWQ 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. City of Carlsbad 16-1733 7/12/2016 PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek/Eric Jensen 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. Clearly show the limits of required fire rated corridors. An exit passageway (stair No. 3) has a restroom exhaust duct installed therein that will need construction detailing on the plans to show compliance with CBC 1023. Where is the detailing (to a rated exit passageway standard)? (Openings not allowed: The exit passageway will need to be the new enclosure wall.) MECHANICAL (2013 CALIFORNIA MECHANICAL CODE) 3. Provide smoke detection in the supply air duct of an "air-moving system" for required shut-off of equipment for smoke control. CMC Section 608.1 an "air- moving system" is a system designed to provide heating, cooling, or ventilation in which one or more air-handling units are used to supply air to a common space or to draw air from a common plenum or space. Please explain how the outside air fan and relief fan controls provide the protection required in CMC 608. 1. The localized to WSHP duct detectors would normally shut off the heat pump equipment only but not necessarily the relief fan and outside air fan which is substantial in this tenant improvement. The easiest way to approach this comment is if the heat pumps themselves are shut down due to their localized duct smoke detectors does the remaining mechanical design still result in excess of 2, 000 CFM of supply air to a common space (Due to the operation of the outside air and relief fans) ? Please explain why or why not. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek/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 EsGil Corporation In 1/?artners~ip wit~ (iwlm11J1nt for aluif4i"'l Saf•ty DATE: 6/21/2016 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 16-1733 SET: II PROJECT ADDRESS: 2501 El Camino Real Suite 140 PROJECT NAME: Dave & Buster's Entertainment Complex Westfield Mall T. I. 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. 0 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. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. IZ\ The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. IZ\ The applicant's copy of the check list has been sent to: Steve Hale 0 EsGil Corporation staff did not advise the applicant that the plan check has been completed. IZ\ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Steve Ha~[) Telephone#: 707-427-8671 Date contacted: ~ -JA (bW ) Email: steveh@ldreeves.com fL Mail)<: Telephone -{... Fax In Person D REMARKS: By: David Yao Enclosures: EsGil Corporation 0 GA [81 EJ 0 MB 0 PC 6/13 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 16-1733 6/21/2016 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. Bring --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. PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek/Eric Jensen 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. Clearly show the limits of required fire rated corridors. An exit passageway (stair No. 3) has a restroom exhaust duct installed therein that will need construction detailing on the plans to show compliance with CBC 1023. MECHANICAL (2013 CALIFORNIA MECHANICAL CODE) 3. Provide smoke detection in the supply air duct of an "air-moving system" for required shut-off of equipment for smoke control. CMC Section 608.1 an "air- moving system" is a system designed to provide heating, cooling, or ventilation in which one or more air-handling units are used to supply air to a common space or to draw air from a common plenum or space. Please review relief and outside air fans. 4. Submit the manufacturer's installation requirements for the Type 2 (commercial) clothes dryer. Include the exhaust duct design: the gauge, the clearance • City of Carlsbad 16-1733 6/21/2016 distances, routing, and the termination location, provide the minimum make-up air amounts, and the vent design. CMC 504.3.2 & 905.0. Operation manual provided, make-up air, venting, and exhaust duct infonnation not contained therein. 5. Provide complete kitchen hood plans, details, and calculations to show compliance with CMC, Chapter 5, and Part II for all type I and type II kitchen hood systems. a) Detail the slope (1/4"/foot/minimum for less than 75 foot horizontal runs and 1"/foot/minimum for longer horizontal runs) on the horizontal grease duct back towards the hood. CMC 510.1.3 No grease reseNoir shown for prep hood exhaust duct on floorplans, no arrows, as noted, shown for duct slope? Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek/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 I il EsGil Corporation In <Partners6ip wit6 'ifD<Jernment for IBuiti{jng Safety DATE: 5/16/2016 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 16-1733 SET: I PROJECT ADDRESS: 2501 El Camino Real Suite 140 ClftPLICANT ~~~~IS. CJ PLAN REVIEWER CJ FILE PROJECT NAME: Dave & Buster's Entertainment Complex Westfield Mall T. I. 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. 0 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. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. [gJ The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. [gJ The applicant's copy of the check list has been sent to: Steve Hale 0 EsGil Corporation staff did not advise the applicant that the plan check has been completed. [8J EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Steve Hale Telephone#: 707-427-8671 Date contacted: c; ~ Vt (~ ) Email: steveh@ldreeves.com ~ail 'f.. Telephone)( Fax In Person D REMARKS: By: David Yao Enclosures: EsGil Corporation [gl GA [gl EJ 0 MB 0 PC 5/5 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 16-1733 5/16/2016 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 16-1733 OCCUPANCY: A2/ A3 TYPE OF CONSTRUCTION: li-B ALLOWABLE FLOOR AREA: SPRINKLERS?: Y REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 5/4 DATE INITIAL PLAN REVIEW COMPLETED: 5/16/2016 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad USE: restaurant/arcade ACTUAL AREA: T. I. 39787 sf STORIES: 3 HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 5/5 PLAN REVIEWER: David Yao This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2013 CBC, which adopts the 20121BC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2012 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process. please note on this list (or a copy) where each correction item has been addressed. i.e .. plan sheet number. specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. City of Carlsbad 16-1733 5/16/2016 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}n2ineering and Fire Departments. 2. Bring 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. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. California State Law. 2. Provide a note on the site plan indicating the previous use of the tenant space or building being remodeled. Section 107.2. • SITE PLAN 3. Provide a fully dimensioned site plan drawn to scale. Sec. 107.2. Include the following: a) Clearly dimension building setbacks from property lines, street centerlines, and from all 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. 4. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan." 5. Show dimensioned parking layout, including any required disabled access spaces. Section 107.2. City of Carlsbad 16-1733 5/16/2016 • BUILDING AREA 6. The occupancy group has been revised (?). Does the floor area still within the allowable area for the new occupancy group? Please clarify on the plan. Table 503. • FIREWALLS 7. Fire walls may separate portions of a building and allow each portion to be considered a separate building. Section 706.1. The required fire-resistive rating of such walls shall be in accordance with the following table. (The code data shown on sheet A0.2a shows two different tyoe of construction. It should have fire wall separate the bujlding into two buildings. Please claritv on the plan where is the existing "fire wall"?\ GROUP FIRE-RESISTANCE RATING (hours) A, B, E, H-4, I, R-1, R-2, U 3" F-1, H-3b, H-5, M, S-1 3 • Walls shall be not less than 2-hour fire-resistance rated where separating buildings of Type II or V construction. b For Group H-1, H-2 or H-3 buildings, also see Sections 415.6 and 415.7. • FIRE-RESISTIVE CONSTRUCTION 8. Detail on the plans how fire-resistive wall and ceiling protection will be maintained at all duct penetrations, such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Section 717. 9. Fire dampers shall be installed per Section 717.5 at all duct and air transfer openings of: (if applicable) a) Fire walls. b) Fire barriers, (see exception for walls). c) Fire partitions at fire-rated corridors. See exceptions. d) Shaft enclosures (smoke dampers are also required). See exceptions. 10. Smoke dampers shall be installed per Section 717.5 at all duct and air transfer openings of: (if applicable) a) Fire-rated corridors. b) Shaft enclosures (fire dampers are also required). See exceptions. c) Smoke barriers. d) In California, Section 717.5.2 was modified for Group A, E, H. I, Land R occupancies, along with high-rise buildings, to state that duct openings in smoke partitions (corridors) shall also be provided with a smoke dampers. City of Carlsbad 16-1733 5/16/2016 e) In California, Section 717.5.2 was modified for Group A, E, H, I, Land R occupancies, along with high-rise buildings, to state that duct openings in fire barriers shall also be provided with smoke dampers. 11. If smoke dampers are required, the plans shall show the locations of the smoke detectors listed in the options of Section 717.3.3.2 of the CBC. 12. Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor-- ceilings and roof-ceilings shall be protected as required in CBC Section 714." • FIRE BARRIERS 13. A 2-hour fire barrier separation is required between the anchor store to the mall. Is there existing 2hr fire barrier? No changes? 14. Ducts penetrating fire barriers at occupancy separations must have fire dampers. Section 717.5.2. a) In California, Section 717.5.2 was modified for Group A, E, H, I, Land R occupancies, along with high-rise buildings, to require smoke dampers in addition to fire dampers. • EXITS 15. Three exits are required if the occupant load is 501 to 1000 (and four exits are required if the occupant load exceeds 1 000). Section 1 021.2.4. 16. The plans shall designate the number of occupants to be accommodated on every floor, and in all rooms and spaces. Section 1 07.2.3. (Please clarifv on the plan where are the three exits room 1 04+1 05+1 06? Exit signs?. (appears to be one big room). Where are the two exits from room 107? Exit signs?) 17. Does two exits from function I and II have adequate exit signs? Please check. 18. Please clarify on the plan where are the stairway ES3 and ES2 leading to? Exterior? 19. Each door in a means of egress from an occupancy of Group A having an occupant load of 50 or more (and any occupancy of Group H) shall not be provided with a latch or lock unless it is panic hardware. Section 1008.1.1 0. (the door schedule appears to shows panic hardware for door 101. 150. 153. 154. and ES2 only(?). What about other doors (i.e. function I. 11-no latch?)) 20. All doors and gates, within the exit path to a public way from an occupancy of Group A having an occupant load of 50 or more (and any occupancy of Group H) shall not be provided with latches or locks unless they are equipped with panic hardware. Sections 1008.1.10 and 1008.2. --1!!!!2!11!!!~@::!!=:·.·~--------------------------- City of Carlsbad 16-1733 5/16/2016 21. When additional doors are provided for egress purposes, they also shall conform to the requirements of Section 1008 (width, swing, hardware, etc.). Section 1008.1. • CORRIDORS 22. Corridors shall have fire partition walls of one-hour construction when required by Table 1018.1. Show the locations of the rated corridors on the plans or clearly show compliance with an applicable exception from Section 1018.1. (The plan appears to show 1hr corridor for existing corridor E06f?). The new hallway (154) appears to be non-rated and connect to rated corridor. Please clarify.) • EXIT SIGNS 23. Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1011.1. (Please check item 16 for exit signs.) • ACCESSIBILITY 24. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. • NON-RESIDENTIAL GREEN BUILDING STANDARDS (Additions and Alterations) 25. Note on the plans that prior to final inspection the licensed contractor, architect or engineer in responsible charge of the overall construction must provide to the building department official written verification that all applicable provisions from the Green Building Standards Code have been implemented as part of the construction. CGC 102.3. • STRUCTURAL 26. Provide calculation to justify all the revisions shown on the structural sheets. (new anchorage, new folding partition support .. etc) 27. The plans shall indicate that special inspection will be provided for the following work. (Section 107.2) a) Expansion anchors. Periodic special inspection should be provided for anchors installed in hardened concrete. Section 1705.3. (if applicable- HILTI?) • ADDITIONAL 28. Please refer to the following corrections for mechanical, plumbing, electrical and energy items. City of Carlsbad 16-1733 5/16/2016 29. To speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 30. 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: D Yes D No 31. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. PLUMBING AND MECHANICAL CORRECTIONS a PLAN REVIEW NUMBER: 16-1733 SET: I PLAN REVIEWER: Glen Adamek 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 penmits are to be issued. 2. The City Building Official to review evidence of Health Department approval for proposed restaurant. 3. Clearly show the limits of required fire rated corridors. 4. Clearly show all required fire rated shafts. 5. Include, on the mechanical plans, the locations of all required smoke, fire, combination smoke and fire, or ceiling radiation dampers. Be sure to include a symbol on the symbol schedule for each damper type. CBC 716 6. Please provide construction plans, detail and calculations for the proposed walk- in cooler boxes and walk-in freezer boxes. PLUMBING (2013 CALIFORNIA PLUMBING CODE) 7. Detail the water line clearances for water lines crossing over sewer lines as per CPC, Section 720.1. City of Carlsbad 16-1733 5/16/2016 8. Show the public water meter size and location serving this tenant space. And show any private sub-meters. 9. Provide complete water line sizing calculations: Include the water pressure, pressure loss calculations, water demands, and the developed pipe lengths. CPC 610.0 or Appendix 'A'. 10. Please provide riser or isometric gas line drawings from the public gas meter the all the gas fixtures served. 11. Provide gas line plans and calculations showing gas pressures, gas demands, pipe lengths, and pipe sizing. CPC 1216.0 No gas lines for the low pressure gas systems. 12. Include the gas piping sediment trap installed downstream of the appliance shutoff valve as close to the inlet of the appliance as practical. Exceptions: Appliances with an internal sediment trap,(or) ranges, clothes dryers, gas fireplaces, and outdoor grilles. CPC 1211.8. 13. Detail the gas regulator requirements: An accessible shut-off valve installed upstream of the regulator and vented to the exterior. CPC 1208.7.5.1 & 1208.10. 14. Include the manufacturer's installation instructions detailing the requirements for the commercial/extractor clothes washer: Water supply, waste pipe sizing, and a structural foundation, as required. 15. Detail the required listed reduced pressure principle backflow preventer as protection of water connection to carbonator. CPC 603.5.12 16. Please provide drain, waste and vent riser or isometric plans showing all pipe sizes and sewer fixture unit loading on each main and branch. A complete review will be done when the complete drain, waste and vent plans are provided. 17. 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 421.2. Energy Standards 110(C)3. 18. Provide the following information concerning the water heater: a) Show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank. CPC 507.2 b) Provide combustion air design: Show opening sizes and routing of ducts. CPC 506.0 c) Detail the water heater vent installation: Size, routing, slope, and termination location (Minimum 8' from vertical surfaces). CPC 509.0 19. Provide cut-sheets, listing data, sizing calculations, and installation instructions for the proposed two Schier grease interceptors. CPC, Section 1014.0. City of Carlsbad 16-1733 5/16/2016 20. Show the required floor drain in the Laundry Room. 21. The floor drain does not have a basin designed to prevent splashing from water heater P & T valve drain line and air conditioning condensate drain lines indirected to the floor drain. Use a funnel drain. CPC, Section 804.1 MECHANICAL (2013 CALIFORNIA MECHANICAL CODE) 22. Specify the make, model, type, and efficiency of the space heating and cooling systems in agreement with the energy design. 23. Provide smoke detection in the supply air duct of an "air-moving system" for required shut-off of equipment for smoke control. CMC Section 608.1 An "air- moving system" is a system designed to provide heating, cooling, or ventilation in which one or more air-handling units are used to supply air to a common space or to draw air from a common plenum or space. 24. Provide the exhaust and make-up air design for the occupancy type listed in Table 403.7. 25. Submit the manufacturer's installation requirements for the Type 2 (commercial) clothes dryer. Include the exhaust duct design: the gauge, the clearance distances, routing, and the termination location, provide the minimum make-up air amounts, and the vent design. CMC 504.3.2 & 905.0. 26. On the mechanical plans clearly show the limits of ceiling space used as duct or plenum. Then address the following on the plans: a) Clearly show that all material exposed within the plenum complies with CMC Section 602.2 & Section 604.0. Materials shall have a mold-, humidity-, and erosion-resistant face that meets the requirements of ASTM E 84 or UL 723. b) Clearly show that all combustible materials exposed within the plenum space must comply with CMC Section 602.2. Flame-spread index of not more than 25 and a smoke-developed rating of not more than 50. c) Exhaust ducts under positive pressure and venting systems shall not extend into or pass through ducts or plenums. CMC Sections 504.1 and 602.1. d) Product -conveying duct systems shall not extend into or through ducts or plenums. CMC, Section 505.1 27. Clearly show on the plans compliance with UPC Section 318.0 for the proposed piping under the floor above: 318.0 Food Handling Establishments Food or drink shall not be stored, prepared or displayed beneath soil or drain pipes, unless those area are protected against leakage or condensation from such pipes reaching the food or drink as described below. Where building design requires that soil or drain pipes be located over such areas, the installation shall be made with the least possible number of joints City of Carlsbad 16-1733 5/16/2016 and shall be installed so as to connect to the nearest adequately sized vertical stack with a provisions as follows: 318.1 All openings through floors over such areas shall be sealed watertight to the floor construction. 318.2 Floor and shower drains installed above such areas shall be equipped with integral seepage pans. 318.3 All other soil or drain pipes shall be of an approved material as listed in Table 14-1 and Section 701.0. All materials shall conform to established standards. Cleanouts shall be extended through the floor constructions above. 318.4 Piping subject to operation at temperatures that will form condensation on the exterior of the pipe shall be thermally insulated. 318.5 Where pipes are installed in ceiling shall be of the removable type, or shall be provided with access panels in order to form a ready access for inspection of piping. 28. Buildings of more than 15' in height shall have an inside means of access that meets the design requirements of CMC 304.2 Please provide. City approval for use of an outside ladder is required. 29. Provide complete kitchen hood plans, details, and calculations to show compliance with CMC, Chapter 5, Part II for all type I and type II kitchen hood systems. a) Provide exhaust sizing calculations for kitchen hoods. CMC 508.4 b) Show the required replacement air for each kitchen hood. Include an air balance schedule. CMC 511.3 c) Provide grease duct air velocity calculations. (Minimum 500 fpm, Maximum 2,500 fpm) CMC 511.2. d) Provide a section detail for the hood showing the relative dimensioned locations for the hood, ceiling, and overhead construction framing of the floor or ceiling. Be sure to describe the construction materials (combustible, limited combustible or non-combustible) used adjacent to the hood and duct. CMC 507.2 e) A duct shaft is required in all multistory buildings and in 1 story buildings with rated roof/ceiling assemblies. Provide a shaft design complying with CMC 510.7.2 f) Detail the slope (1/4"/foot/minimum for less than 75 foot horizontal runs and 1"/foot/minimum for longer horizontal runs) on the horizontal grease duct back towards the hood. CMC 510.1.3 g) Show the required cleanouts CMC 510.3.3) for the grease duct: i) At changes in direction and City of Carlsbad 16-1733 5/16/2016 ii) Horizontal ducts require at least one 20" X 20" opening for personnel entry. Note: If access sizing (20" X 20") is not possible, clean outs are required to be installed every 12'. iii) If the duct is not accessible from a 1 0' stepladder, a platform is required. Please detail. CMC 510.3.3.1.(8) iv) Vertical ducts require an access at the top or, if personnel entry is not possible, a cleanout at each floor level. h) A complete kitchen hood system plan review will be done when the complete hood system plans, details, and calculations are provided. 30. Please provide calculations to show compliance with CMC, Section 1105.3 for the maximum allowed amount of refrigerant in the walk-in coolers and walk-in freezer boxes as per CMC, Table 1102.2 or please provide the required refrigerant vapor detection and alarm systems. 31. Please provide complete refrigeration system plans and address if a "Refrigeration Machinery Room" is required as per CMC Chapter 11. To be reviewed when the compressor locations and the refrigerant data is provided (type and amount). 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 (2013 CALIFORNIA ELECTRICAL CODE) 1. Provide a signage description for the roof-mounted mechanical equipment: o To be placed at the mall rooftop equipment describing the location of the branch circuit power source. (and) o To be placed at the panelboard supplying the mechanical equipment describing the location of the mechanical equipment. 2. I'm not crazy about the location of TP-3 suspended over a required exit door. Please review location. 3. Describe the low voltage transformer overcurrent protection method (requirements found in Table 450.3(8)). If external OC protection is required, provide a description and schedule on the plans. 4. Include a description of acceptable grounding electrodes that may be used for the transformer secondary. 5. For electrical room 140 revise the architectural door swing and provide appropriate hardware per CEC 11 0.26(C) (3). City of Carlsbad 16-1733 5/16/2016 ENERGY (2013 CALIFORNIA BUILDING ENERGY STANDARDS) 6. Provide the energy documentation that the envelope design was part of the shell permit. 7. Review the minimum outside air required by Energy Standards section 120.1(b) 2. A simplified Table is found in the Non-Residential Compliance Manual, Table 4-14. 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. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 • REMODELS. ADDITIONS AND REPAIRS 1. When alterations, structural repairs or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the following requirements, per Section 11 B-202.4: • The area of specific alteration, repair or addition must comply as "new" construction. • A primarv entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. • The path of travel shall include the existing parking. • COUNTERS AND TABLES 2. The tops of tables and counters shall be 34" maximum above the floor. Section 11 B-904. Where a single counter contains more than one transaction station, such as a bank counter with multiple teller window or a retail sales counter with multiple cash register stations, at least one of each type of station shall be located at a section of counter that is at least 36" long and no more than 28" to 34" high. Section 11 B-904. (reception and win?l 3. Sales and service counters shall have a portion of the counter which is at least 36" in length with a maximum height of 34 inches. Section 11 B-904.4.1. 4. Check writing surfaces shall be 28" minimum and 34" maximum above the floor. Section 11 B-904.3.3. END OF DOCUMENT . ' City of Carlsbad 16-1733 5/16/2016 {DO NOT PAY-THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao PLAN CHECK NO.: 16-1733 DATE: 5/16/2016 BUILDING ADDRESS: 2501 El Camino Real Suite 140 BUILDING OCCUPANCY: A2/ A3 BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier T.L 39787 Air Conditioning Fire SPrinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance •I Plan Check Fee by Ordinance •I Type of Review: 0 Complete Review 0 Repet~ive Fee 3Repeats Comments: --.)-- 0 Other 0 Hourly EsGII Fee Reg. VALUE Mod. per city 0 Structural Only ~----liHr.@ * ($) 2,543,432 2,543,432 7 $6,6o6.o 1 $4,293.951 $3,699.401 Sheet 1 of 1 macvalue.doc + ~ « ~ws;>> ~'CITY OF PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov CARLSBAD DATE: 05/09/2016 PROJECT NAME: DAVE AND BUSTERS Tl PROJECT ID:CB161733 PLAN CHECK NO: 1 SET#: 1 ADDRESS: 2501 EL CAMINO REAL STE 140 APN: 1563020800 VALUATION: $2,543,432 D This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by the Construction Management Division is required Yes X No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: STEVENH@LDREEVES.COM Chris Sexton 760-602-4624 Gina Ruiz D Chris Glassen 760-602-2784 Christopher.Giassen@carlsbadca.gov D Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov VaiRay Nelson 760-602-27 41 VaiRay.Nelson@carlsbadca.gov Greg Ryan 760-602-4663 Gregory .Ryan :C.l·carlsiJadca .gov Cindy Wong 760-602-4662 Cynthia.Wong@•carlsbadca.gov Domin Fieri 760-602-4664 Dominic.Fien•i'l•carlsbadca gov For questions or clarifications on the attached checklist please contact the reviewer as marked above. Remarks: Tl D~VE AND BUSTERS Tl Outstanding issues are marked with l:X: . Please make the necessary corrections for compliance with applicable codes and standards and re-submit corrected plans and/or specifications to the division. Items that conform to permit requirements are marked with i -or-have been blank. 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: North arrow Existing & proposed structures Property line dimensions Easements Show on site plan: Drainage pattems Existing & proposed slopes Existing topography Retaining Walls (location and height) D Indicate what will happen with soil excavated from pool area. 1 39787 FEE'D OUT lnctuae on title sheet: [{] Site address Lot I Map No.: Subdivisionffract: Reference No(s): E·37 Legal description/lot number For all commercial/industrial building and tenant improvements, include: total building square footage with the square footage fore each different use, showing square footage of different uses (manufacturing, storage, warehouse, office, etc.) Example: 10,900 sf of SHELL to 10,900 sf OFFICE 7,000 sf of SHELL to 7,000 sf STORAGE 3,900 sf of SHELL to 3900 sf MANUFACTURING Page2of4 REV 6/2012 DAVE AND BUSTERS Tl 1 N/A Attach meals: E-37 2. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 11.06.030 of the Municipal Code. Inadequate 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 lnfonnation must be included on the plans. If no grading Is proposed write: "NO GRADING" Minor Grading Permit required. NOTE: The grading oennlt must be issued and grading aooroval obtained orior to issuance of a building penn it. A separate grading plan prepared a registered civil engineer must be submitted together with the completed application fonn attached. Graded Pad Certification required. All required documentation must be provided to your Construction Management & Inspection division inspector, . The inspector will then provide the Land Development Engineering counter with a release for the building penni!. See attached checklist for minimum submittal requirements. 3. MISCELLANEOUS PERMITS [{] RIGHT -OF-WAY PERMIT is required to do work in city right-<lf-way and/or private work adjacent to the public right-of-way. A separate right-of-way issued by the engineering division is required for the following: N/A EaCJnaorlncAppllcatlon Storm Water Form Rlght-of·Way Application/Info Reference Documents Page 3 of4 REV612012 '*• THIS CALCULATION WORKSHEET IS NOT ALL-INCLUSIVE OF FEES THAT MAY BE DUE FOR THIS PROJECT" .. Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: Date: GEO DATA:LFMZ: I B&T: Address: Bldg. Permit #: Fees Update by: Date: Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft./Units ADT's: Types of Use: Types of Use: Types of Use: FEES REQUIRED: Sq.Ft./Units Sq.Ft./Units Sq.Ft./Units ADT's: ADT's: ADT's: Within CFD:[{]YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) ONO 1. PARK-IN-LIEU FEE: 0NW QUADRANT NE QUADRANT 0SE QUADARANT 0SW QUADRANT ADT'S/UNITS: I X FEE/ADT: I =$ 2.TRAFFIC IMPACT FEE: ADT'S/UNITS: I X 3. BRIDGE & THOROUGHFARE FEE: ADT'S/UNITS: IX 4. FACILITIES MANAGEMENT FEE ADT'S/UNITS: IX 5. SEWER FEE EDU's IX BENEFIT AREA: EDU's IX 6. DRAINAGE FEES: PLDA: ACRES: IX 7. POTABLE WATER FEES: UNITS CODE FEE/ADT: 0DIST.#1 FEE/ADT: ZONE: I =s 0DIST.#2 0DIST.#3 I =s FEE/SQ.FT./UNIT: I =s FEE/EDU: I =s FEE/EDU: I =s DHIGH 0MEDIUM DLOW FEE/AC: I =s CONN. FEE METER FEE SDCWAFEE TOTAL «~~ ~ CITY OF PLANNING DIVISION BUILDING PLANCHECK APPROVAL CARLSBAD P-28 DATE: 8/4/16 PROJECT NAME: TJ. PROJECT ID: Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.2ov PLAN CHECK NO: CB161733 SET#: ADDRESS: 2501 EL CAMINO REAL #140 1ZJ This plan check review is complete and has been APPROVED by the PLANNING Division. By: GINA RUIZ A Final Inspection by the PLANNING Division is required [8J Yes D No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. 0 This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: STEVEH@LDREEVES.COM For questions or clarifications on the attached checklist please contact the following reviewer as marked: D Chris Sexton 760-602-4624 Chris.Sexton®car!sbadca.gov 1Z1 Gina Ruiz 760-602-4675 Gina.Ruiz@carfsbadca.gov Remarks: D D D REVIEW#: 1 2 3 [8]00 [8]00 [8]00 [8]00 [8]00 [8]00 Site Plan: [8]00 P-28 Plan Check No. CB161733 Address 2501 EL CAMINO REAL #140 Date 8/4/16 Review#.Q Planner GINA RUIZ Phone 1760\602-4675 Type of Project & Use:.Ll Zoning: C-2 General Plan: B.. Facilities Management Zone: 1 CFD (in/out) #_Date of participation_: ___ Remaining net dev acres: __ (For non-residential development: Type of land use created by this permit:_) Legend: 1:8:1 Item Complete 0 Item Incomplete -Needs your action Environmental Review Required: YES 0 NO [8] TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES 0 NO [8] TYPE __ APPROVAURESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Coastal Zone AssessmenVCompliance Project site located in Coastal Zone? YES 0 NO 181 CA Coastal Commission Authority? YES 0 NO 181 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): EXEMPT Habitat Management Plan Data Entry Completed? YES 0 NO [8] 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 0 NO [8] (Effective date of lnclusionary Housing Ordinance-May 21, 1993.) Data Entry Completed? YES 0 NO 0 (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 0 NO 0 N/A [8] Page 2 of3 07111 City Council Policy 44 -Neighborhood Architectural Design Guidelines ~ D D 1. Applicability: YES D NO ~ ~ D D 2. Project complies: YES D NOD ~DO ~DO ~DO DOD~ 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: Required __ Shown __ Interior Side: Required __ Shown __ Street Side: Required __ Shown __ Rear: Required __ Shown __ Structure separation: Required __ Shown __ 3. Lot Coverage: Required __ Shown __ 4. Screening of Equipment: ROOF MOUNTED EQUIPMENT: Required YES -SECTIONS REQUIRED Shown INCLUDED IN SHEET SP1.2 ~DO 5. Parking: Spaces Required __ Shown __ ~DO 6. Floor Area Ratio: Required n/a Shown __ DO CVPJC!oiEGK NQ. 3 #1. S0 U&: G2rH1&~1TS F~GU PbA~IGiolliGK PIG. 2 °8011&. PbP,NCI-IeCK NO. 4: #1. PbeASe SbiP Sl-lee:r SP1.2 \11.'1+1-1 ~El.'ISeQ SeC+IONS. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER GINA RUIZ DATE 8/4/16 P-28 Page 3 of3 07/11 ; ; «~~) ~ CITY OF CARLSBAD PLANNING DIVISION BUILDING PLANCHECK REVIEW CHECKLIST P-28 DATE: 7/8/16 PROJECT NAME: T.l. PROJECT ID: Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.Erov PLAN CHECK NO: CB161733 SET#: ADDRESS: 2501 EL CAMINO REAL #140 D This plan check review is complete and has been APPROVED by the __ _ Division. By: GINA RUIZ A Final Inspection by the PLANNING Division is required [8:1 Yes D No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. @ This plan check review Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: STEVEH@LDREEVES.COM For questions or clarifications on the attached checklist please contact the following reviewer as marked: D Chris Sexton 760-602-4624 Chrls.Sexton®carlsbadca.goy Gina Ruiz 760.602-4675 Gina.Ruiz@carlsbadca.gov Remarks: D D D ) REVIEW#: 1 2 3 ~DO ~DO ~DO ~DO ~DO ~DO Site Plan: ~DO P-28 Plan Check No. CB161733 Address 2501 EL CAMINO REAL #140 Date 7/8/16 Review#;i Planner GINA RUIZ Phone (760!602-4675 Type of Project & Use: Ll Zoning: C-2 General Plan: B._ Facilities Management Zone: 1 CFD (in/out) #_Date of participation_: ___ Remaining net dev acres: __ (For non-residential development: Type of land use created by this permit: __ ) Legend: Environmental Review Required: YES 0 NO~ TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not. state conditions which require action. Conditions of Approval: Discretionary Action Required: YES 0 NO ~ TYPE __ APPROVAURESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not. state conditions which require action. Conditions of Approval: Coastal Zone AssessmenVCompliance Project site located in Coastal Zone? YES 0 NO J:8l CA Coastal Commission Authority? YES 0 NO J:8l 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): EXEMPT Habitat Management Plan Data Entry Completed? YES 0 NO ~ 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 ~ (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: YESD NOD N/A~ Page 2 of 4 07/11 I City Council Policy 44 -Neighborhood Architectural Design Guidelines ~ 0 0 1. Applicability: YES 0 NO ~ ~ 0 0 2. Project complies: YES 0 NOD ~DO ~DO ~DO @oo ~DO ~DO 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: Required __ Shown __ Interior Side: Required __ Shown __ Street Side: Required __ Shown __ Rear: Required __ Shown __ Structure separation: Required __ Shown __ 3. Lot Coverage: Required __ Shown __ 5. Parking: Spaces Required __ Shown __ 6. Floor Area Ratio: Required n/a Shown __ @oo '11i(1!~.m11J!!J~ PLANCHECK NO. 1 PLANCHECK NO. 2 APPLICANTS RESPONSE: "In initial conversations with the developer we were told that the existing roof top mounted equiPment was not screened and the new eauipment would not need screening. Since then we understand the develoPer has had conversations wit!J vour department. and they have been asked to provide elevations indicating sight lines. Here are the site line elevations provided to us from the developer. As vou can see at a height of five feet from the closest street the roof top is not visible until 8'-6" above the street. At such no screenina is required." P-28 Page 3 of 4 07/11 ·,_¥ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER __ DATE P-28 Page 4 of 4 07/11 WDPARTNERS.COM 7007 DISCOVERY BLVD DUBLIN. OH 43017 Development Services Planning Division 1635 Faraday Avenue Carlsbad, CA 92008 Building Plancheck -review checklist Date: May 5, 2016 CB161733 Project Name: Dave & Buster's Tl Location: 2501 El Camino Real Please acknowledge this letter as a formal response to your plancheck review comments for the above referenced project. The line items correspond to your list of concerns. Zonina: 1. Screening of Equipment: Roof mounted equipment: Required to be screened. Not shown. Sincerely, Response: In initial conversations with the developer we were told that the existing roof top mounted equipment was not screened and the new equipment would not need screening. Since then we understand the developer has had conversations with your department, and they have been asked to provide elevations indicating sight lines. Here are the site line elevations provided to us from the developer. As you can see at a height of five feet from the closest street the roof top is not visible untiiB'-6" above the street. As such no screening is required. T 614.634.7000 F 614.634.7777 r REPORT: Shoppes at CB -D&B Equip Screen Pies DATE: 5/12/16 North Fa~ade South Fa~ade No Visible Equip North Fa~ade South Fa~ade No Visible Equip Equipment FF ~~~ '~ C lTV OF CARLSBAD PLANNING DIVISION BUILDING PLANCHECK REVIEW CHECKLIST P-28 DATE: 5/5/16 PROJECT NAME: T.l. PROJECT ID: Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.e-ov PLAN CHECK NO: CB161733 SET#: ADDRESS: 2501 EL CAMINO REAL #140 D This plan check review is complete and has been APPROVED by the __ _ Division. By: GINA RUIZ A Final Inspection by the PLANNING Division is required [8J Yes D No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. @ This plan check review missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: STEVEH@LDREEVES.COM For questions or clarifications on the attached checklist please contact the following reviewer as marked: 0 Chris Sexton 760-602-4624 Chrls.Sexton®carlsbadca gov [ZI Gina Ruiz 760-602-4675 Glna_Ruiz®carlsbadca.gov Remarks: 0 0 0 REVIEW#: 1 2 3 ~DO ~DO ~DO ~DO ~DO ~DO Site Plan: ~DO P-28 Plan Check No. CB161733 Address 2501 EL CAMINO REAL #140 Date 5/5/16 Review#1 Planner GINA RUIZ Phone (760) 602-4675 Type of Project & Use: Ll Zoning: C-2 General Plan: B.. Facilities Management Zone: 1 CFD (in/out) #_Date of participation_: ___ Remaining net dev acres: __ (For non-residential development: Type of land use created by this permit: __ ) Legend: Environmental Review Required: YES 0 NO~ TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES 0 NO~ TYPE __ APPROVAURESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Coastal Zone AssessmenVCompliance Project site located in Coastal Zone? YES 0 NO l8l CA Coastal Commission Authority? YES 0 NO !8J. 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): EXEMPT Habitat Management Plan Data Entry Completed? YES 0 NO ~ If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (AIP/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES D NO~ (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES D NO D (AIP/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing YIN, Enter Fee, UPDATE!) Housing Tracking Form (form P-20) completed: YESD NOD N/A~ Page 2 ot3 07/11 City Council Policy 44-Neighborhood Architectural Design Guidelines !8] 0 0 1. Applicability: YES 0 NO !8] !8] 0 0 2. Project complies: YES 0 NOD !8JOO !8]00 !8]00 @oo !8JOO !8]00 ©)oo 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: Required __ Shown __ Interior Side: Required __ Shown __ Street Side: Required __ Shown __ Rear: Required __ Shown __ Structure separation: Required__ Shown __ 3. Lot Coverage: Required __ Shown __ 5. Parking: Spaces Required __ Shown __ 6. Floor Area Ratio: Required n/a Shown __ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER __ DATE ·P-28 Page 3 of 3 07/11 «~·~· ~ CITY OF CARLSBAD PLAN CHEC~ Community & Economic REVIEW "t:itDG. DEPie~~~oepartment 163S~araday Avenue TRANSMITTAL Carlsbad CA 92008 www.carlsbadca.gov DATE: 07/22/16 PROJECT NAME: DAVE & BUSTERS PROJECT ID PLAN CHECK NO: CB161733 SET#: FIRE ADDRESS: 2501 EL CAMINO REAL STE 140 ~ This plan check review is complete and has been APPROVED WITH REDLINES by the Fire Division. By: DARYL K. JAMES A Final Inspection by the Fire Division is required r:gJ Yes D No D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: D Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov D Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov D D Kathleen Lawrence 760-602-27 41 Kathleen.Lawrence@carlsbadca.gov D D Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov ~ DARYL K. JAMES Christina.wilson@carlsbadca.gov D CindyWong 760-602-4662 Cynthia.Wong@carlsbadca.gov D Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Page 1oft BLDG. DEPT COpy PLAN APPROVAL WITH RECLINES Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 T. 1760! 724-7001 Email: kitfire@sbcglobal.net APPLICANT: Steve Hale PROJECT NAME: Dave & Buster's Checked by: Darvl Kit James Date: July 22. 2015 JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 2501 El Camino Real Ste. 140 PROJECT DESCRIPTION: CB161733 39,7871!1 Interior T.l. for Restaurant within existing mall space. RECLINED COMMENTS ADDED TO PLANS Add the Following Notes: Means of egress illumination level shall be not less than 1-foot candle at the walking surface CBC 1006.2. Exit signs shall be illuminated at all times and equipped with minimum 90-minute battery backup. CBC 1011.3 A12.1a I A12.1b Add This Note: The Following Manufacturer's Cut Sheets I CSFM Listings Will Be Submitted Upon Final Selections Provide manufacturer's cut sheets, California State Fire Marshal listings, or other acceptance criteria for flame spread and smoke developed index for new carpet, padding and carpet base. CFC 804 Provide manufacturer's cut sheets or California State Fire Marshal listings or other acceptance criteria for flame spread and smoke developed index for wall finish material and corner guards. CBC 803 Provide manufacturer's cut sheets, California State Fire Marshal listings, or other acceptance criteria for flame spread and smoke developed index for decorative materials. CFC 807 Provide manufacturer's cut sheets, California State Fire Marshal listings, or other acceptance criteria for flame spread and smoke developed index for Acoustical Ceilings CBC 808. Provide manufacturer's cut sheets, California State Fire Marshal listings, or other acceptance criteria for flame spread and smoke developed index for combustible lockers. CFC 808.4 Provide manufacturer's cut sheets, California State Fire Marshal listings, or other acceptance criteria for flame spread and smoke developed index for Acoustical Insulation. Provide manufacturer's cut sheets, California State Fire Marshal listings, or other acceptance criteria for flame spread and smoke developed index for folding wall. CBC 803 ill Add the Following Note: Means of egress illumination level shall be not less than 1-foot candle at the walking surface CBC 1006.2. M4.1, 4.2 & 4.3 Grease Master Hoods are built in compliance with ..... Add 2013 CFC 609. ll Carlsbad Fire Department Plan Review Requirements Category: TI , COMM Date ofReport:07-22-2016 Name: Address: STEVE HALE 1048 PEPPER TREE DR FAIRFIELD CA 94533-8108 Permit#: CB161733 Job Name: Job Address: DAVE & BUSTERS: 39,787 SF SHEL 2501 EL CAMINO REAL CBAD St: 140 BLDG. DEPT COPY Reviewed by: ___ __,D""KJ=----- DJ<SQl\IPI:oETK TAu item yev have Btilnnitot:eEI fer rs :'ii!'X is iRGB1BfJl8te. At this titus, this eiftss BMmBt atieijttfttely eeRMtot tt re•lis,, te 8etennise eeMpliMee :¥itft lhe 8f1tdiealde Beti:es Miler statJ ~aNs. Pleue rer. iev/ G8f8Mtll~/ all 88MlllBlMB att&eftetl. Pl8888 FBB~Mit the RG88BB8PY }118M Mti'er B}JBBii4estiBRB, v.M eltBRg8B 11 Bl8tteb!Ei", te this eilise ~r revie "' ~ul a,-,revsl. Conditions: Cond: CON0009024 APPROVED WITH REDLINES Entry: 07/22/2016 By: DKJ Action: AP APPROVED WITH REDLINES Page 1 of3 Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 CORRECTION LIST 2 T. 1760) 724-7001 Email: kitfire@sbcglobal.net BLDG.DEP~; ''. APPLICANT: Steve Hale PROJECT NAME: Dave & Buster's JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 2501 El Camino Real Ste. 140 PROJECT DESCRIPTION: CB161733 39,787111 Interior T.l. for Restaurant within existing mall space. RESUBMIUAL INSTRUCTIONS TO AVOID DELAY IN EXPEDITED RECHECK SERVICES • Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. • Provide a separate written response, following each comment, on this correction list. Describe how and where each plan review comment is addressed. • Please direct any questions regarding this review to: Daryl K. James 760-724-7001 or kitfire@sbcglobal.net • COMMENTS MUST BE SUBMITTED DIRECTLY TO THE FOLLOWING ADDRESS: DARYL K. JAMES & ASSOCIATES, INC. 205 COLINA TERRACE VISTA, CA 92084 PLEASE DO NOT REQUIRE MY SIGNATURE TO ACCEPT DELIVERY OF REVISED PLANS COMMENTS GENERAL -Responses may generate additional comments T1.1 PROJECT INFO Update address number and add Suite 140. Drawing Index Add M1.1d to index. Provide sheet: F2.1 b Code Information Fire Protection -Life Safety Automatic Fire Sprinkler System-Add 2013 NFPA 13 Exits Required & Provided -Typo correction needed. Clarify number of exits provided. List the Following Deferred Submittals -Verbatim On Tl.l Fire Sprinkler System 2013 CFC 903 and 2013 NFPA 13. Page2 of3 . .t Fire Alarm System 2013 CFC 907 including CFC 907.2 sections applicable to occupancy groups, and 2013 NFPA 72. CFC 907.2.1.1 System initiation in Group A >1000 using an emergency voice alarm communications system in accordance with CFC 907.5.2.2 Add Hood & Duct Extinguishing System UL 300 hood & duct extinguishing System: 2013 CFC 904.11 and 609, NFPA 17A (2009 ed.), UL 300 and manufacturer's Installation & Service Manual. Hood & duct extinguishing system plan check set must include, but not limited to, the manufacturer's installation & service manual, designed details and dimensions of appliances and dimensions of nozzle height above cooking surfaces. A0.2a Egress Plan Denote the exit designated as The Main Exit (Not addressed). Assembly occupancies having an occupant load greater than 300 shall be provided with a main exit of sufficient width to accommodate not less than 50% of the total occupant load. CFC 1028.2. Denote occupant load sign locations. Verify aisle accessway requirements between seating arrangements comply with CFC 1028. Determine the occupant load for each function, based on the largest number derived. by the application of CBC 1004.1 through 1004.6. In determining the occupant load of the' building with mixed groups, each part of the same floor area must be analyzed separatelv. Where there are different functions within the same space, the occupant load must be determined by each function. CFC Table 1 004.1.2. In areas with combined fixed and loose seating, the occupant load must be determined using a combination of the occupant density number from Table 1004.1.2 and the count of fixed seats. For booth and other seating, without dividing arms, determine the occupant load using 18" per person in a typical booth and 16" per person in a curved booth. If a specific function not listed in this table, the occupancy it most closely resembles should be utilized. i.e. the occupant load factor for Arcade/gaming is 1111! floor area per occupant. A1.1C &A1.1d Plot occupant load sign locations. A2.1a I A2.1b Reflective Ceiling Plan Provide exit signs above or adjacent to Doors 1 08b & 1 09a. Symbol Legend Provide 90-minute battery backup where required CFC 1106.3 including Function Rooms 108 & 109. Add EM symbols for means of egress illumination equipped with 90-minute battery backup, as indicated on Sheet 4-2. Add the Following Notes: Means of egress illumination level shall be not less than 1-foot candle at the walking surface CBC 1 006.2. Exit signs shall be illuminated at all times and equipped with minimum 90-minute battery backup. CBC 1011.3 A12.1a I A12.1b Add This Note: The Following Manufacturer's Cut Sheets I CSFM Listings Will Be Submitted Upon Final Selections Provide manufacturer's cut sheets, California State Fire Marshal listings, or other acceptance criteria for flame spread and smoke developed index for new carpet, padding and carpet base. CFC 804 Provide manufacturer's cut sheets or California State Fire Marshal listings or other acceptance criteria for flame spread and smoke developed index for wall finish material and corner guards. CBC 803 Page3 of3 Provide manufacturer's cut sheets, California State Fire Marshal listings, or other acceptance criteria for flame spread and smoke developed index for decorative materials. CFC 807 Provide manufacturer's cut sheets, California State Fire Marshal listings, or other acceptance criteria for flame spread and smoke developed index for Acoustical Ceilings CBC 808. Provide manufacturer's cut sheets, California State Fire Marshal listings, or other acceptance criteria for · flame spread and smoke developed index for combustible lockers. CFC 808.4 Provide manufacturer's cut sheets, California State Fire Marshal listings, or other acceptance criteria for flame spread and smoke developed index for Acoustical Insulation. Provide manufacturer's cut sheets, California State Fire Marshal listings, or other acceptance criteria for flame spread and smoke developed index for folding wall. CBC 803 A9.3 Door Schedule Function Rooms 108 & 109. Provide panic hardware on doors 108a, 108b, 109 & 109b. Please revise exit door data for Function Rooms 108 & 109. Hardware Schedule Set 28 is not used. Hardware Schedule Set 7 indicates Board Room and does not appear to be panic hardware. Complete all columns for existing doors listed on the Door Schedule. Verify that E06A is equipped with panic hardware. Double 120 Swing Door Verify the size of the view panel or window shall be not less than 200 square inches. A11.16 Denote a sheet number as per Drawing Index. MP0.1 Imprint Carlsbad Policy 80-6 on to roof plan. E4.2 Add the Following Note: Means of egress illumination level shall be not less than 1-foot candle at the walking surface CBC 1006.2. K1 Rough-In Index Sheet Indicate the sheet that addresses Cooking Oil Storage and provide details and notes showing compliance with CFC 610. M4.1.4.2&4.3 Grease Master Hoods are built in compliance with ..... Add 2013 CFC 609. END OF COMMENTS Page 1 of5 BLDG. DEPT COPY Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 CORRECTION LIST T. (7601 724-7001 Email: kitfire@sbcglobal.net Checked by: Darvl Kit James Date: May 18. 201b APPLICANT: Steve Hale PROJECT NAME: Dave & Buster's JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 2501 El Camino Real Ste. 140 PROJECT DESCRIPTION: CB161733 39,7871!11nterior T.l. for Restaurant within existing mall space. RESUBMITTAL INSTRUCTIONS TO AVOID DELAY IN EXPEDITED RECHECK §ERVICES • Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. • Provide a written response, following each comment, On This Correction List, explaining how and where each plan review comment has been addressed. • Provide a copy of Building Department (EsGil) comments. Input fire revisions onto the Building Dept. plan check. • Please direct any questions regarding this review to: Daryl K. James 760-724-7001 or kitfire@sbcglobal.net • COMMENTS MUST BE SUBMITTED DIRECTLY TO THE FOLLOWING ADDRESS DARYL K. JAMES & ASSOCIATES, INC. 205 COLINA TERRACE VISTA, CA 92084 PLEASE DO NOT REQUIRE MY SIGNATURE TO ACCEPT DELIVERY OF REVISED PLANS COMMENTS GENERAL -Responses may generate additional comments EACH SHEET IN THE PLANS MUST BE STAMPED AND SIGNED BY THE PERSON RESPONSIBLE FOR THEIR PREPARATION, EVEN IF THERE ARE NO STRUCTURAL CHANGES. BUSINESS AND PROFESSIONS CODE. T1.1 PROJECT INFO There appears to be a discrepancy between the address shown on the Building Permit Application and Project Info. Please revise address number and add Suite 140 to each sheet. Drawing Index Sheet numbers and titles must match sheets throughout the plan check set. Provide the following missing sheets: MP01, MP02, MP03 & F2.1 b Remove all Fire Protection Sheets from Drawing Index and plan check set. Must be deferred submittal. Page2 ofS Code Information Fire Protection -Life Safety Automatic Fire Sprinkler System -Add 2013 NFPA 13 Exits Required & Provided-Clarify number of exits provided. Fire Alarm and Detection-Remove Fire Protection Sheets-Not under Permit CB161733 review. List the Following Deferred Submittals List all Deferred Submittals Fire Sprinkler System 2013 CFC 903 and 2013 NFPA 13. Fire Alarm System 2013 CFC 907 including CFC 907.2 sections applicable to occupancy groups, and 2013 NFPA 72. Storage Room Storage Plans (if not provided under CB 161733. Add Hood & Duct Extinguishing System UL 300 hood & duct extinguishing System: 2013 CFC 904.11 and 609, NFPA 17 A (2009 ed.), UL 300 and manufacturer's Installation & Service Manual. Hood & duct extinguishing system plan check set must include, but not limited to, the manufacturer's installation & service manual, designed details and dimensions of appliances and dimensions of nozzle height above cooking surfaces. MY! Egress Plan Denote the exit designated as the Main Exit and detail compliance with the provisions of CBC 402.8.4, CBC 402.8.4.1, 1008.1.9.3 and CFC 1008.1.10. Door 101 cannot be considered as the main exit. The required means of egress system shall be provided independently from the mall means of egress. The occupant load at Door 101, the anchor building's opening into the mall, shall not be consiqered when computing the egress width provided. Recalculate the number of occupants at each exit door. Coordinate exit hardware requirements with a revised Door Schedule. Assembly occupancies having an occupant load of greater than 300 shall be provided with a main exit of sufficient width to accommodate not Jess than 50% of the total occupant load. CFC 1028.2. Denote occupant load sign locations. Address aisle accessway requirements between seating arrangements. CFC 1028 Determine occupant load based on the largest number derived by the application of CBC 1004.1 through 1004.6. In determining the occupant load of the building with mixed groups, each part of the same floor area must be analyzed separately. Where there are different uses within the same space, the occupant load must be determined by each function. CFC Table 1004.1.2. In areas with combined fixed and loose seating, the occupant load must be determined using a combination of the occupant density number from Table 1004.1.2 and the count of fixed seats. For booth and other seating, without dividing arms, determine the occupant load using 18" per person in a typical booth and 16" per person in a curved booth. If a specific type of facility is not listed in this table, the occupancy it most closely resembles should be utilized. i.e. the occupant load factor for Arcade/gaming is 11111 floor area per occupant .. Denote the travel distance to each exit discharge or passageway. Denote the number of occupants at each exit discharge considering the convergence of egress paths. CFC 1015.6 Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort along the path of egress to all new and existing exit doors and passageways discharging to a public way. CFC 1 008.1.9.3 Show all new and existing doors on door schedule. Show two separate paths of egress, number of occupants at each exit and travel distance from each room/area serving an occupant load >/=50, including Main Dining and Functions rooms, to an exit discharge leading to a public way. Page 3 of5 Verify total number of occupants exiting through each door. i.e. Main Dining area has 191 occupants. 100 occupants exit through one door, yet there on appears to be 60 entering the reception area near Room 110. Additionally, add the convergence of 19 occupants from Room 121. Doors serving an occupant load of 50 or more in a Group A occupancy that are part of the egress system shall not be provide with a latch or lock unless it is panic hardware or fire exit hardware. Verify that all existing door hardware within the means of egress system is equipped with panic hardware. Verify that the width of each existing doors within the path of egress to an exit discharge or passageway is adequate. Coordinate New and Existing Door Numbers with the Door Schedule Located on A9.3. Denote the locations of exit signs. CFC 1011 A1.1c Dimensioned Floor Plan Denote the location of the platform as referenced in 3/A11.7 and address CBC 410.4 construction requirements. Provide a storage analysis of each room/area/cooler used for storage or list as Deferred Submittal on Tl A101a Revise Sheet number A1-1.a to A1-1b. A1.1C &A1.1d Plot occupant load sign locations. Function Rooms 108 & 109. Provide a reference to folding wall details. Provide manufacturer's cut sheets, California State Fire Marshal listings, or other acceptance criteria for flame spread and smoke developed index for folding wall. CBC 8S03 A2.1a I A2.1b Reflective Ceiling Plan Add exit signs at exits leading from Function Rooms 108 & 109 to Hallway 133 and all other rooms/areas where the occupant load exceeds 50. CFC 11 06 Symbol Legend Provide 90-minute battery backup where required CFC 1106.3 including Function Rooms 108 & 109. Add the Following Notes: Means of egress illumination level shall be not less than 1-foot candle at the walking surface CBC 1006.2. Exit signs shall be illuminated at all times and equipped with minimum 90-minute battery backup. CBC 1011.3 Provide a Finish Plan Provide a note: All finish materials shall comply with CBC Chapter 8. Manufacturer's Cut Sheets I CSFM Listings. Provide manufacturer's cut sheets, California State Fire Marshal listings, or other acceptance criteria for flame spread and smoke developed index for new carpet, padding and carpet base. CFC 804 Provide manufacturer's cut sheets or California State Fire Marshal listings or other acceptance criteria for flame spread and smoke developed index for wall finish material and corner guards. CBC 803 Provide manufacturer's cut sheets, California State Fire Marshal listings, or other acceptance criteria for flame spread and smoke developed index for decorative materials. CFC 807 • Page4of5 Provide manufacturer's cut sheets, California State Fire Marshal listings, or other acceptance criteria for flame spread and smoke developed index for Acoustical Ceilings CBC 808. Provide manufacturer's cut sheets, California State Fire Marshal listings, or other acceptance criteria for flame spread and smoke developed index for combustible lockers. CFC 808.4 A9.3 Door Schedule Denote all new and existing door types, including movable partition. Denote relevant remarks including, but not limited to: panic hardware, rated door labels and tight-fitting smoke seals etc. and access control devices, where applicable. Panic Hardware Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort within the path of egress to all exit doors discharging to a public way. Doors serving an occupant load of 50 or more in a Group A occupancy that are part of the egress system shall not be provide with a latch or lock unless it is panic hardware or fire exit hardware. Provide panic hardware on all doors in Function Rooms 108 & 109 and on all doors in the path of egress to a public way. Denote the location of panic hardware on all applicable existing doors in the path of egress to a public way or exit passageway. Hardware Schedule Include the types of hardware for existing doors. Indicate all doors equipped with panic hardware. CBC 1008.1.10 Access-Controlled Egress Doors Verify that egress is not impacted. Refer to 2013 CBC, Sections 1008.1.9.8, and 1014.2, item #2. Please clarify the criteria, as outlined in section 1008.1.9.8. Items 1-6, and add notes and details onto the plans to illustrate how the exit doors will unlock during fire emergencies. Refer to E1.6a & E.1.6a. Door Elevations Windows Storefront Detail A Verify the size of the view panel or window shall be not less than 200 square inches. MP0.1 Imprint Carlsbad Policy 80-6 on to roof plan. Provide a note that Intent 8 (Fireman Safety) will be maintained on previously approved roofs or provided on roofs of new buildings. 52:! Electrical Symbols Provide a Light Fixture Schedule as referenced under Lighting. E1.6a Access-Controlled Egress Doors Refer to 2013 CBC, Sections 1008.1.9.8, and 1014.2, item #2 Please clarify the criteria, as outlined in section 1008.1.9.8. Items 1-6, and add notes and details onto the plans to illustrate how the exit doors will unlock during fire emergencies. Page 5 ofS E2.0a I E2.0b Electrical Lighting Plan Provide a Light Fixture Schedule as referenced under Lighting on E0.1 that includes all light fixtures, emergency lighting and emergency exit signs as shown on the drawings. Add exit signs at exits to doors, including, but not limited to 1 08b, 1 09b and 153. Denote directional exit signs in path of egress where required. CBC 1011.1 Add the Following Notes: Means of egress illumination level shall be not less than 1-foot candle at the walking surface CBC 1006.2. Exit signs shall be illuminated at all times and equipped with minimum 90-minute battery backup. CBC 1011.3 Externally illuminated exit signs shall have an intensity of not less than 5 foot-candles. K1 Rough-In Index Sheet Indicate the sheet that addresses Cooking Oil Storage and provide details and notes showing compliance with CFC 610. K2 Describe shelving storage conditions including dimensions, maximum height to the top of storage, ceiling height and aisle widths. Show on K floor plans. Denote the location of Type fire extinguisher(s) K18. & K33, K34 & K37. Provide refrigeration manufacturer's specifications and listings, as part of a CFC 606 compliance package. Details that compliance with requirements for Mechanical Refrigeration, in accordance with 2013 CFC, Section 606. ~ High Density Shelving Confirm open grate shelving or solid shelving. Specify whether plastic products will be stored on shelving. Provide storage conditions including dimensions, maximum height measured to the top of storage, ceiling height and aisle widths. M4.1. 4.2 & 4.3 Grease Master Hoods are built in compliance with ..... Add 2013 CFC 609. P1.1b Plot the location of Note 4. Fire Protection Sheets Remove from set or mark each sheet as Not In Contract-Deferred Submittals. END OF COMMENTS I I I I I I I I I I I I I I I I I I I "'""""""~ =}"<--~~ ,, STRUCTURAL CALCULATIO:NS DAVE & BUSTER'S E1.. CAMINO .REAL ·1'1 2625 El CAMINO REAL CARLSBAD, CA WD PROJECT NO: DABNBIIOOI MAY3, 2016 WDPARTNERS 7007 OISGGIIERY BLVD OUBUN OH 43017 614.634.1000 T 6f4.e34,7777 F MAY 0 3 2016 I I I I I I I I I I I I I I I I I I I Page 1 of4 ..... Design Maps Detailed Report 2012 Intemational Building Code {33 •. 15807°N, 117.JS0789W) Site Cl<l$s D -"S~iff SOil•, Risk Qrtegol'y I/Il/lii Section 1613.3.1 -Mappe(l acc:elerat!On parameters Note; Ground motlon lialllll$ provided below are for the ditectlon of maximum horizonl:al s~ (fiSpOI'fSe <~ete.leratlon. Tlli!V lt!llfe beef\ converteld ttom cblt't!SP\ll'ldlng ~ mean 9round mottom; COJ1IIIIIted by the USGS by ~ng fac!tors t# 1.1 {tb Gbtairt 9$) and 1 .. 3 (tO obtai~ Si). Mali!$ If! the 20'12 Jnternatienill Building COde are provided for Site Oass Pi. AdJtiSttnents fat other Sltll Classes are 1'!\ade. as needed, ln Section 1613.3.3 .• PFOm Figure 1&11.3.1(1)'11 I ...._ '2--1 J From figure .16ti.J,I.(ZJ 00 St."'~ g• ..... LlJC' 0. ''I ~! j ------------------~------~--~------------------ ~on 1~13.3.2 -Site class definitions The a@1oritY having 111~ (not the IJSG), ~~~data. and/01' tile tlefau!t has cU!ssified the site u $ttl Cl.s 0.. ba$!11 on the ·• son properties In aGCOrdance with Section 1613. Pi.\1od< 201(1 ASQ:•7 ~-Tal:lle.20.3·1 SITE CLASS DEI'lltftTI.ONS -... iilarii .. N/A Nfil. >50 rf/A NIA e. Soft day SOil <600 ftls <lS <1,000 f)Sf F. Sollli re<j!.ilring sltel'e$POnse anal"sts in llttOI'dance wltt1 5ec:t1on 21.1 Any ~Witt! more Ulan lO D:.of $011 having the chafllcteristics: • Phllli:l:::ftv lndl!ll PI> 20, • ~.co~ w"' ~ llftQ • Undrat1\ed sh<!af snngth ~ < SoO ll$f See Section 20.3.1 I I I I I I I I I I I I I I I I I I I Design Maps Detailed Report P11ge2 of4 section 1613.3.3 -Site coefficients and adjusted maximum considered earthquake spectral response acceleration parameters Site Cia~ A B c 0 E F A 8 c E F TABLE 1613.3.3(1) VAW.ES OF SI:TE COEFI'Itl'fr.IT f, M<l:ppecl Spj!ctral Respo-Acx:elefation at Short Period s, s 0.25 0.8 l.Q 1.2 1.6 2.5 s. :S 0.10 0.8 1.0 1.7 2.4 3.5 s. = 0.5(1 s. = 0.75 s. = .1,00 0.8 0.8 0.8 1.0 LO 1.0 1.2 1.1 1.0 1.4 1;2 I 1.1 1.7 1.2 0.9 See Section 11.4.. 7 of ASCE ? T~ W1.313A'C<Q VAlUES OF SITJ; COE!Il1Cli:NT f, S; = Q.20 s. = 0.30 0.8 0.8 1.0 1.0 1.6 1.5 :z.o 1.8 3.2 2.8 s. = 0.40 0.8 1.0 1.4 1.6 2.4 Si!e Section 11.4. 7 of .ASCE 7 I'M $lte Ci:lns = D and S, = 0.44511, F, : 1.555 s.. ?c 1.25 0.8 1.0 LO 1.0 0.9 s. :t o.so O.B 1.0 1.3 1.5 2.4 "••••dl•"-l~-"--·•t..o.-· vlt~....:---"·..J.......,..t .. -"--'..._.,_;..:_ft, .... ....-~ . ......_. . 4""'""".1.6. uuv·•....-~--:.usgs.go --t--._,_..,.P"l",......_-............. ,....,.._..~ ·'·~- I I I I I I I I I I I I I I I I I I I Design Maps. Detailed RqxJrt Page3 ()f4 Equation (16-37); S... = FoSs = 1.035 'X 1.161 = 1.203 g Equation (16-38): S.,. = F,.S, = 1..555 X 0.445 = 0,692 g section 16.13.3.4-Design spectral I'Spolise accel.eratlon parameters Equation (16-iJt}: Equation {16-40): s., = % S... "' ~ x 0.692 ,it,4(t1 g ....... t.t<~lif o ·~1 ~ 1 ~ -'.: #,...-..«_· "'--~~~;·t\_~ r~-.::t,..... (....011,;1)~(_ "'¥r.A~""r- I I I I I I I I I I I I I I I I I I I Design Maps Detailed Report Section 1613.3.5 -Determination .of seismic design cahlgory sas TABLE 1613;3,5(1) MIC DEStGN CATI!G6RY BASED ON SHORT-PfltlQD (0.0! second) RESPO.NSE ACCI!lE!IATIDN lUSK CATEGORY VAWEOFS.. lorn lll S..<CU&.7g A A o.167g s·s .. < o.s3g B B o.no s s.. < o..sov c c ··-s s.. D D For ltlftCIIttl!lot'Y" hncl S.. = 0.8112 .. SeismiC: Deai!Jn c.tegory = D TABLE t&U,).S(2} .IV A c D D Sfi,SMIC DfS!GN CATEGORy IIASEO Qfj 1 ~ I!EIUOO R!!lii'OIIISE ACCElEliATWN VALU&OFS.. IU*CATiiGO. xoru. UI lV S.,<O_..,.. A A A O;OfilW :~-.,. < Ll.S3g II B c 0.133g :s .... < 0.20g c c D o.agl!$,.S.. D D D For -CIIIieiiOIJl = 1-S.. • O.q;tt. .. iillllie Design Category= D Note: When S. Is 1Jil!ilter than or equal to 0. 'l$g', the Selsmic Design OltegOry is E tot building$ ill. 1\isk. 01~ I, U, and Ill, and f' fOr those ln Risk Category lV, irrespectM! (If t:hl! aboVe. Seismic Design category = •the ~ ~ design 'Category lrlatt:Qrdan<:e wltlt TlJble 1613.3.5(1} or 16'13.3.5(2)'' = D Note: see.·~ Ui13.3.5.1 for lliU!mat!Ve appl'Qiliehe(>.to calculating SeiSmic Design Category. References P~ge4of4 1. Fig(Jte 1:61:3.3..1{1): http:/leilf'thq!Jake.usgs.gov/hazards/designmaps/downfaadsf:J>dfi;/l:BC-2012- Ag1613p3p1{1).pdf i. Flgme 1;61.3,3,$): http:ffeatthqua~<e<usll$.gOV/haUird$1deslgntnllps/downlQild$/pdf$/lBC"2012• Ag1613p3f.ll(2).pdf I I I I I I I I I I I I I I I I I I I WD Pllrtners 1001 rn-mny Blvd Dublin, OH 43017 614-6~7160 FOR JOB Tl1l.E Dave ~ BuS\IIl'S, Carlsbad WMt·ltnrNaf!.com I I I I I I I I I I I I I I I I I I I WDPutnera 1001 OisQIMirv. BlVd Dublin. QH 43017 614-&3.4-7160 Gqda6 nrcb Code: CalilblmaBUildinSCOdei!6U-w/Cblpccr I~A Occupancy: B Risk Cal;egory & Importance FadOI'B; Risk Ca111901Y = II Wind factor = Snow factor = Seismic factor = Typ.Gf~: Fife Rating; .. , ......... GeomeUy. Roaf~ (I)) Bllildihll illllllllt (L) ....... (B) ,._ fblftt (b) ,.... .. .._flld ~parapet !It L.Mt.l.oacl$: 1.00 1.00 1.00 0.25112 260.0 ft 250.0 ft 39.l'lft 57.911 18.0 ft JIB Otob st1 20 psf 1.2deg 20010600 a(: 24-O.il2Anla, bill not 1118&1hllt 12 psf Ol!f(600 sf: 12 psf flliiiiC Typical Floor 50 psf ~ 15psf Contdora above 1lrst ~ 60 psf LDI.lbies & tlrst lloor oorridOnl 100 psf ~(elllelolo!) ·li;lineas oa:l!l); 50.lisf I I , I I I I I I I I I I I I I I I I I WDPartners 1007 Diseavery Blv<l Dublin. OH 430't7 6f~7f60 WJndLO&ds: Ullimate Wind Speed Nominal Wind Speed Rllj(~ Ellpclsut8 Cala!lo<Y EndQeunl o-w. 1111\1111-' P1'81!1!!11t Dlracllonlllily (Kd) Kll ease 1 Kh ease2 Typed roof Topcg>¥f1V ... Meillhl {H) IW.Hlllt.anglh (lh) Aduai.Hil.h = Use:Hft..b = ~Lit = Frt!m flip Ill Cll!llt If. -~';lilnd? 11/l.h" (1.!;0 ldlh= 0.$1 lll..lt= 0.25 /14 Melin ~ttl; ASCE 7-10 110mph 85.2mph II c Endosell8uiklng +1.0,18 0.85 1.043 1.043 Monoslope Flat 80.01\ 100.1111 0.80 0.50 1GO.Oft !;1(1.0 ft ~ 1<,"0.0® ~=0.712 Ko= 1.1100 l<Zf=t1~~2= 1.00 @W Em ct M .. ltc a§ft 8= Z50.0ft lz(O.Bftt= 23.1Ul .RifH attUcb.ft •= 11.20 t = 500ft Z..,<O! 15ft c= 020 Ga.O. = 3.4 """' 48&911 Q= 0.83 •• = 0.21 G= 0.84 I V(Z} Fleldliolo.-11-~ ·n H2i(T>f1 ~. -· lfbiMIIt.<4fi!i~·~·(!uliJ0111111111bl. hiS= 0 •. 16 ·~ Oamplng Allb ll!l = 0 Ill= 0.115 Ia= 0.15 Vz= 99.3 N1 = 0.00 H,= 0.000 ~= 28.282 rt= O.llOO h= Ra= 28.282 rt.= 0.1100 Rc= 28.282 '1" 0.000 g,.= 0.000 R= 0.000 G= o,ooo H 39.9it I I I I I I I I I I I I I I I I I I I WD Partners 7007 Ciseovel)' BMt Dublil\, OH 43017 614-634-7180 Ebc!osumctni!!M1on .JO&TilU! Dave & Busters, C811sbad ___ _ Tll!t fer.l!n!ll 1 El!illd!nq; Abuilding-does no! qualify asop<m orparti!llly etldOsed. Te!t fot Optn Byl!dlll!l; 1\U,.!Is are at .. 80% open. Aoo. O.SAQ Teet filr Partlli'Y IWjlpHd !l!!lldlm!; [) Ao. sf Ag sf Aoi sf Agl sf Conditians to qual«y as Partially EIIO!osed 8uliding. -satisfy all of1he rol!owlog; ~301.,tM Ao"' . ~ !11'4' Of 0.01 Ag Aoil ~'.!. 0.\20 When!: Ao '"ttMtillil!l.-llf~in a Wl!!lf!latl ;:li•w potllive.._. ...-. Ag =h.-... of1fWifWI!II it!'ll!dtAoJJ.!II!I+:ilc . . l«<i"'h-llfllle-'lfQjiiil..,._fhellullllng em .al!p8 (!vl*:ani1RIII911111induti!IIQAI>. Agi= fhlt.CIIItl.oflhli ~$llff8Cle ateMoflllelllll<lht ~~(\Wills and II'!Jilr)ll!lt1l\cludinoAg. ....,, n t ""i?'?':W,.,. mh• rr!iel!f ., , tl!ulldltw dli) : lillie ~~1111111'111 .............. lllillil!l:flliol!ed ,1tlethil!m!! ~ Dilellli:lenl fii!Yblll\'llltllplled byitle reduc:!lon .. Ri. Total-of ail wall & roo(~ (AogJ: UnpailllilliiMI in11arnah1olUme Ml : Rl= Alll1llde = ·o feel Constant= 0.00256 Osf ocr 1.00 I I I I I I I I I I I I I I I I I I I WO~I'$' 7007~lllllllir\ OH 4;tll11 &1-7180 .-.... ~ CAf.C!Il.(tl!Q *" Zll--... <:HECtiB>BV Wind Loacfl • MWfR& aU b lE!'!Ciopd/Mrt!anv enclOsed onlyl Kfi(Ciille,~= f~ ~= a9'.9ft GCp!; +/~.18 -pN*ft('lo)= ~.Spot rfdgeltt= 4Uft G= 0.85 Roof AnQ10o (8) = 1.2 <leg L = 2110.0 ft q_i = qh Roof b1bulaly--(hi2)"1..: 4llil8 fJf B = ~ ft h'" ridge= I (ltl2rB: -$1 1.-d ll!>ot (i.Rr .. ~-0 lo hl2" -0.90 lll21o 11• -0.90 "'"''liMfl 'Wit d ,, iltd Willi z I i<:z I Klt ~ ···QQ;,. ~ oto ts ........ uo 15.2 10.3 2o.1 :lO.Oift 0.811 1.00 te.l 11.2 !1.1 2S.Ofl Q.ll6 1.UO 16.9 12.0 .2UI \1!1.0:11 QJIII 1.00 17.6 1~8 22:$ 39.911 Ul4 1.00 18.7 13.7 2J.II 42.51! 1.06 1.UO 18.9 1!4.0 23.8 NOm see......,tn 11SCE71WU.~ r& !lllilll..,..,....loerjlnQ ol'1hulio""wllld.--n...-4~-~-- l!'!t!p!t t.ilii 2b ~~ ~.6..-t (GCpn:+t.5) 1.-..lpblillt -28.7-pol (OO{ln=·Ul) -.6.1 -11.4 -11.4 ltftltJfUid itt v.inftlatd roof o eo 1112' .0.90 -2'1.0 "28,0 • fU WW+--L.W ........ T ,.._ fi>Rilljl ..• ....,. ... ••• 1.7ct 27.8 28.6 28.6 29.3 29.3 :!II~ 30~ 311.8 30.8 ~-90 -21.0 ..ao -111.1 -o.lill ·11.1 -16:11 •. 7 .0.311 .-7/l Forl.-... ....... eollbtoof--ia eii!Wili!illf>illt\lar '-" ~ \'iind....,.I'Oof~addlb~toof~): 18.7pol (~ I I I I I I I I I I I I I I I I I I I VVOPartners 70117 Oisawery Blvd Dublin, OH 43o17 61~34-7160 JOBTm.E Dave~ Bustef's, Carlsbad=------- Wind !.pad!· M!lfRS h$&11' tloW:riM Ali!ldlmJil EMklsedlp!rtlaUy enclosecl onlv Kz = Kh (-1) = 1.04 EdQe S1rip (B)= 18,0 ft Bate~(qh)= 27.5p8f Eodlllne (2a)= 3'1.9ft GC)pi = +/-11.18 ZOne21ertg111 = 99.8 ft Wind. Pressure Coefficients r-----r--, 2E 3E 4E 5E 1 2 3 4 5 I> 1E 21; 3E 4E 5E 8E -'0.37 -'0.29 -1.o1 ..o,o -us -'(1.53 -'(};§ -'0:71 -o.43 -'0.25 -'0.61 1~.9 ":0_ -14.0 -23.9 -.5.2 -15,1 •3.0 -12.9 21.7 11.8 -24.4 -34.3 -9.8 -19.5 -&.9 -16.8 44.6 psf (GI:;pn = +1.5j •2$.7 psf {Gepn z-1.0) !lor!zantlftiWFRS,... ,.,..... e-••Wfl<!l!!fl ftw_._ A lill ......... ta Ll tnleriol' ZOne: Wall 18.9 pst IWof -3;8 psf .,.. Erid ZOne: wan 28.8 pst Roof -14.8 psf - l.onQitudiMt dlftlctlon (parallal f.Q Ll lntl!ltilr ZOnit Wall ~8.9 psf End ~i Wall 28;6 psf .. NOTE: Total har!z'~ shaft not be t.s1han th$tdeliem1ined by~ roofforl:ea {except for MWFRS motnat1tfnlmes). The COde lllqQlreeft MWF"Rs be de.igned for a lll!t'l. ut~~tnafle fonle of16 ~J.ly 1he wall .area plus an 8 psffOrce. aflll1led to 1he ~ projection ofthe roof. -0 .. 69 -11.51 -'0.87 -'0.37 -'0.19 -o.55 -'OA~ -11.27 -'0.63 0;'10 0.58 0.22 -Vl •17.~ -14.0 ·-2U •5.2 ·15.1 ·1A -17.3 15.9 6.0 -3.0 ·1U -&.2 •16.1 •24.4 -34.3 -9.6 -19.5 ·8.2 -18.1 21.7 11.11 -6.9 -16.8 m mnn 1 t?"f'f'M , i~ L:::::__j I I I I I I I I I I I I I I I I I I I WD Partners 7007 Oieeovary Blvd OJ.Iblln, 01-1431117 614-434-7160 Location of MWfRS Wind Ptes§urt;Zones CASE A. ASCE 7 ·99 and ASCE 7-10 f& later) SHEETIIO._~ DATE 512116 DATE CASEB I I I I I I I I I I I I I I I I I I I WOParlners 7fim Oilwc *Y 11M:! Dllbli!t. Qlt @17 61~7'160 Wind t.aad• • Cam!l!iQ\tul!t &C*pdJilnq : h <= 60' lq\:,(01!*1)'= , .!14 h = Base-.(q&)• 2Upsf •" Minimum~:!lf= 18J)ft GQp!= ROOf~!9l= 1.2<1e; TJPI! alll>Qf= Monasi""" ,...,, OA8Niio009 ~T£DBVZ!!--- ~-BY' ~.9ft 16-0ft +/.0.18 --QATE 6/211$ QATE Ultimate Wind Pressures GQp 'tl-GCp! ~-~710~~~~~~~~~~,00~-~~~~~~~~~~~~~~~~ rilega~Nott..•t -t, ·1-11 -1.08 ~lliiiZfil! ·Uil ·1.49 -1,28 ~Zilril<'3 •1.118 -1.49 -1.28 ~~1 0.4 1>.41 0.38 Posjlll(e~l! .. ,3 1.08 0.9.7 0.112 Ollerfulng~ ,. ·1.70 -1.63' •1 .. $0 OYertlang illoiw.3-,;;g;·•;'70;;;~;s-t';;.llll;;z:i·i1.80;;~jiiiil;;f!it"-"""' ..... _...;;:;;;.a.,_.;;;;;;..,__....;:;;:= ' _,.. "'2l0111!'2.. ........... ,. Oveih•lll.--inlhe ______ ~---·~·ofe.o ~OQIII(~~~WII·--(w!lld!, .............. ..-.!lf<tllpo!) •= 211.1pst CMEA"~~~(poe.) OASI:!It .. ,._..-r--~~ I I I I I I I I I I I I I I I I I I I WD. Partnels 7007 DiiCoYerY IIM:I D!Jbfin, OH 4l!G11 6~7160 Roofa,wllhHO• aAd'aH walls h>GO' I I I __ J Mauo •tQp.~ fOGfs 10" "8 ;(.:11)" hSW&.a-.II<W JOB llTLE Dave & ~·· Carls!*' . .IOBJIO. !lASNBOOo9 ~11!DIIV Z8 ---- CHECl<EDBV IMftiM gf C&C Wind !lmecure Zones 1 I •<£>• I I I I I I Uu'liopen ~ & -r·<ao;e ~S.u-11!11! Mllllfllpan Glilll8.,; 7 ~ & ~.:3-. hll .... _..,..."""' !fop 1" < 8 Sa'' Sltl!eTNO. ~TE -5i2116 ~'"'-· ~IW!a SO·<Gs10" hllllll' ......... ""*" ~ ur <--e -"' 4ij .. ltlillii'C.all~h<tO' I I I I I I I I I I I I I I I I I I I WD Paltnllf& 71107 ~ 8ht<l Dublin. 0HAll017 llt~7l60 Wind Loads· • ORen .BuUdlngs; D.25 S hiL !!i 1,Q G= RoclfMgle= J08111U! Dave" Bu$181'$, c.,"" ... , .... ,_d ______ _ Q.85 1.z~ Ultimate Wind P~ M;:ml:'l'hll'~~~·~btl ~•.-If'*! fOr • hlklirllllnt,.....,.... of16 psf. Base pmsure (lth) = 2U pal' """""'-NJt~.M, ill--0.25 A B NOTE: 1). onw andQII--llllleJ I tl'ailtllrtl kip-~ ID!If~ lii.Qnwfll:~liilllll!l$ll.fiii!!f,-C!lill··~<jji~.Wct-', 3),~~·--··""""·~ ... -·-·'iWai''1\UIII.ID!If. ewt•,...&.t:.ttat• rrm op• l!Y.llpsf WI~-' ~,.,,.,na..x Com ...... ,.,..,.-..,. ,.,. l'lt•l\ll Ct.l!it<!:'ll = 1Jli4 BeM)lNeiU!ia~= ... ., G" O.ll!i tl= Zk'lof 4(/ .. 101'1-.1¥«1 I I I I I I I I I I I I I I I ~ WD Pal:tnera 7007 Oi&oovery lll,.s Dilblfn, OH 4180t7 8t4-434-7t60 55 Location of Wind Pressure Zones -~.iii .... # 1lillllill. NNQptpcnm r-f!O" MAIN WIND fORCE RESISDNG &VS!M ail ~ <;of . -... ail IJ .., ... "'' - I 1 ..,. ... - 1 -~ 3 . .... ~ 1 IJ '--:!: 3 e·< ioo St:·it- •n:¥Hfa£Ml'T!!l!m!!1'P •mr 3 I I I I I I I I I I i I I I ' I ''! ;.j ij I '~ u ~ I I I .• I !;_ I JOB nn.e Dave& Buster'&, Garlsbad JOB 110; DABNBOG09 -NO. WDPartners 7@ Dlscovely Blvd Ol.lbllh, OH 43!)17 614<634-7160 c.w:uo "'I'EOBY ZB DA"J£_,5121~16,_·· ---- CHE<:IIeD BY DATE Wind Load! • Rooftop StructurM & Eaulpment Ultimate Wind Pressures ~= Get= F=qhGOrAr= Fv= /V.= Ger:· F=qhGCrAr= fve Bylklit!g (L) = 250.0 ft llui1dii1g (II) = 250.0 It DirectlonaliiV (Kdl = 0.85 1!>.0 ft 1Mft 1ll.Oft ~ Baoe~{qh)= 27.5 psf Wind nonnaltl !d!ing 8 150.0 sf 1.500 41.2 Ar'(palj ll.!l tdps 150.0 sf 1,500 41.2 1\r (psfj 6\,2 k1pS N= OCr= F = llftGcr N:" Fh= 15.0 ft 10.0 II 10.0 It ~ 100.0 Sf N:= uo GCr= WN:!Psfl F = qhGCr At" 6.2 kipa fh: Bale .,_....,. (qh) = Wthd 1101'1118111 bu!!¥1fl B N:= 100.0 Sf N= oo-·= UIO GCr·= F = qhGCt Af·• su Af!Psfl F=qhGCtN;'e Fh= $.2 kip& Fh= 1liQ.Ost 1.00 &a.2• Af(psf} 7;4 kips 1W.Ost 1.110 &a.2 Af (pat) 7:8 kip& I I I I I I I I I I I I ' I ' 1' f. i; ~ I I •: I ') I •, I -~~ I I I ' WD~rs 7rJitT ~.Blvd Dublin, OH ~17 1114-634-7100 LQO ASCE7-10 JOBI!ICI. ~ CAl.CULATED 8'1.28 _..., -to!!. DA11l DATE Ultimate Wind Pressures Wind Factor= GustEII'ect Facto< (G) = KZI= 0.85 Ultimate Wind $fl8ed = t.<iO ~"' 110 """' c A-SOlid F!Wtandlng Walls & SoUd Signs !& open alqQ!I witll M t!!an 3ft 9P'P' 01811o Jilin tap. (h) Helgl!t {8) Mlih (!tl· WeJI ~ (l.r) a ~(Kill ~.,_.,.,. ~~~-- 8.011 8:011 200.1111 0.85 OJl% ~1Q~ofN'~ 16\011 Wldlb.~lhound) 0.011 U~am~W<-ifmc:() .2.011 ~ ...... .. ~~~ .... -35.0'1$ ~MillY (l(o!J 0,811 HIII!QMllulilftlltlidGI N[Z) 15.0 ft ~ !llli!IIO!I -..... ~(Kd) o.9l) ~ 00 . 15.0ft -!Dl 1.011 Tp ol' SurfllQa .NIA slh= Bill= t.rl'= K:z= qz= qpen 'lldU!:II9n -= Cl!i G l!!!fdildiQt'I ftiCtt)rB F$1a!'lf~-·= Wlll teO!I11 f/iillllll' for c'hd 0 il> $ = ~5= I = C,= Sm .... lwind llklnqdlagqnan Cf: 1.28 F=qz.GC!Af = 2&.7111 AI= 10.0 sf F = 2571ba o .. Tfimpd TO!!!!!ig H*ltilto ~ af /II [Z) 15.1111 ... = 0.21 T_Cruas_,~ Mlll'!\bllr $,ll'l}le ftoll O~!Kd) 0.95 MW! lwirKI atqng: tGwif1ftt1?MO Cf-·3.24 F = qz.GCfli.f = fB.& Af sotidAiea:Af = F= 1.00 25.00 o.on Q;$4$ 22.4 jl8f 1~-QO 0.$! 1.00 9.'16 0.65 1.1 t!pt.A&I s.~ F=qzGCII\a = 1.30 24;7/lis 10.0•f 2471>5 ~-............ P~~>s •~~>~ 2tiii:J. lstD* 41rtolie listD 1011 "108 lila£ !iif 3,211 2A7 U!l 1.31 1,23 0.18 0.44 F = q;,G GrAt· = --:Aj = F = P9uQI'jMI (M) Rllis 39.2'~· 30.1/lis ~M 23.4./lis 1«:0./lis 16.0/lis 0.849 22,Jijl8f ZO;t lif 'IO.Oilf 2C&Ibs 0.$4!1 23.11J11( Ml: = fS.(Jf ~lw!nd:norma!!DMl .'= 1.67 F = q.,J:Hl!At = .la.SM "' = 10,0111' F = aas ll!o Kz= Baa·~(qz)= Oll!ei!AIIIIl'ln!lf!IIIIOr= RMtd ....-fllldor= 1.2 1.000 Sa•-a(Wind ~lpface) -.2. 0 F=q,GC,A, = li1:J Af Solid~"' = '111.0 sf F = 5731bs I I I I I I I I I I I I I I I I I I I WDPartftlll8 7007'1)1iO~ ~ Doilllin; OK ll3011 6~7160 snow l.oads : ASCE 1-10 IIOQ!Hipe = Hartz. -"' ~dill (W}= llaofkmiJih.parallolteJidge' (l.)= 1.~deg ~Oft 250.011 Typeoflloof Gfoun4 llndl11.0\111 -~ ~Fa®r thennal~ Elcpasu~e Fa®r Monoslo!le Pil = o.Q psr = H I = 1.0 Ct = J.OO ce = 1.o O.Opst yeo $ II I t lOI>f f'a<ilar Cs = 1.00 O.Opef Bill tceid ShoW Load Pa. R!oii'OOI-~ ... ~ CIIC!il!~-s..-.. -on fllt~aliilfStll-,(tiJJI'4 • li.OOdeg 5,0psf Q.ONf o,o.psr O.Opst ~ ........ illnllafgilt .. Minimum -tom Pm = IJitlrotm ROof llMign -....... -O.Optf .. " 20.0.ft .. .. 2.01! • ~ t4,Qpc;t 1111 ,. 0.0011 "". ..<Q.lt lie= 2.00ft --= trDIVIOI pd=~= = O:Opst 1101\1101 1U. • 2:1Q.O ft h = 4;711 0 = 14.0pcf hi! = 0.001! ll!l = 2.34 tl be " 4.6711 IOIVIIII • IDMO! w = IOIVA!l pd • '("hd • tiDIVIOl SHI!!T 110. ---o=:o-:7 "'"" 512/t6 DATE Nominal Snow Forces HQTE~_ ................ -... ~ .,_ .................... ..., .. ,...llllllf_'lallteo>_lll.-. ... ~~~--.... II I I I I I I I I I I I I I I I I I I I WDhftners 7Q(f1 ~""""OUiliin, OH '13017 61~71811 Snow Loads -fmm adJmtnt buildiM. or mot Hlgtw!tqqf _,... ~ ~.21to!lf Horiz.-lo-~(W)= Z!IO.Gif Ri>llffenllll\,.._ to~ ll) = 250.0 It Piojedlgn lloil:lflt{N!lf-.>i h = Bulllng-" bptlldkWt • ~ Typeoi- Grouncl ~I..OIId Risk~ ~Facltlt Tl1ellnal Factor ~f'actor PO= = I = c:l= Co= MtJIIOSiope 20.01*' II 1.0 1.1)0 1.0 PfcQ,7"Qe"C!'f'pg u-.-~ = Sloped-mill Factliif Sal a .co; s.-I..OIId S.DD d!l!l liJ)P'( li.Q psf 19-.0psf 20:0p8f Unilillm -0011111!' Slleoiii..OIId = ~ Clllil:ll!l........ = 20.0poif h¢11> >0.3 = 1&.11 ~-~~lltl!> Drill ...... ~-, ... .-Snow:roact: At hiqbeuJKJf lu = 220.011 § = 16,$pd 1111 = 0.84t "" = 14.16 II 1'llerll'orl!, ........ fwelotlt -\.00 4.58 II IU = 79;6ft = 1.00 1111 = 2.1211 • =-8.4811: pd =V'hd "' 35.2 pat 14:0psf 492psf O.Oplf 0.0 psf 0.8411 bd+hb<.=htlleoaba 0.0 pat Plud-loed= ~ 0!1llorm--·-15.'GIIIiflltretraol=· 14.0psf SlldinD-natnoquirad_.......,.raol._lo 114m 12or tea _ ..... OABNB0009 ~wm·· __ .., ASCE7-10 tpwJ!W 0.21>112 = 1.2 dolg 12.Utl 79 .. 1\ l!i011 0.011 MtJIIOSiope 2.0.~ psf II l.O 1.00 f.Q 14.0 psi 1111 1.00 IUpoif 2 ..... 5C0psf S.Qpst 11UIJ111f 20.01Jif 2Uflll ft Nonlinal Snow Forces I I I I I I I I I I I I I I I I I I I WDPa,.,... 7rm Dis<:o'*Y BM:t Dllbln,Oii 43017 61~7160 .KIBIIO. (lloiiNS0009 SHEETND. ---;: CIII.CULATEP BY ZB IMTE si2J16 ~BY 111\TI! 8e!Jmfc Lpacls: IBC 2012 Strength level F~ al$k Coilllgoly : II llllp<Jitaltce factor (I) : 1.00 Sll8 Class ; D Fe= 1.012 Fv= 1.555 ~o.olgn Clllegofy = D ~qfs.oriea: 1 $ttuc:Wie Type: AlloU!erbulllfiiiQ.,-ns ·~-~~lit> .. ~ ~~·~·IWW!Iiall~ ~.fllll,.,..ns: 1!o, 1.235 0.692 ~·~ IIAi!lllug"-l!ldt • ~~..-_ ........................ !lliEilk D D ~--...fltloN.IMI: 411tt-.-..fOUIIIIIkttiLtlpltllj,btit-peti tiQUQllfl!'lt.,..,.. ..... ~1·eu pll9o! l\111118! ll1l\tclgrlll t:l<liilJIIt (1\oiJ ~ 4itl -A&CEr~ 12.2\6Jore: •et r;Qnsandolllllhyslllmlmlllti!Jns RfS!Gf( .. FK:IEIIJ'J AND pAqrgRs Reaponee Modltlc:alian ~~~ (Rt ~ 5 ~~(Qo}= .2.5 Defllction~-(1:4)" <4.5 s..= o.m Sot" 0.~ ~ (.QII!t Elfllct (~;~ = P liile:il-o-.. o ~ 8ellrn!e !JI;!d Elfllct{5111}c DbQE +I-G.al..D EttU~vllentlatl 1111-F.on:a.A-.at,p:lil ~ Pertnltled l!lollll!ln!J.~ Olllf, (C1). = QJI2Ij =· p Qe +f· 0.1650 = 2.5 14 +f.. 11.111110 011= 1.~ ~·flln<l!ll~~ (Te)" c,n,• .. U.. cali: AH tunctameuflll ,...tad 0") = 0.333 sec "" ll.l5 osec 12 0.165 n-=eu-r. .. o.- u•r=.ll~ l.t!hg':::Z'=-~~: .-ers;: need ntJt emeed Cs = ~11 Atr• bulnotlea8-C&= 0.044Sdsl= USE C.= AU.OW.MlEITORYDRIFT Sln.tolute T~ N.-e~n~c~ures 0.2'17 0.036 0.165. O..ign -ShearV= 0.165W AllliMiblolstory 4rifl = O.il2011$oc ~ I1Sl< Is tile $IDly heigh!~ '-1 1< I I I I I I I I I I I I I I I I I I I W0 P•l'ttlel'8 7007 Dlscov,ery BlVd Dublin, OH .(3017 61.(.63+1'160 Saiamic Loads -coot : Seillm~ ~ CatSgoty (SOC)= 0 GQNNECIJONS Forgt» conntct,I!NIW IPlll'tlcpMSf....,.·to '"""'·Mr4fllnrtn. Fp" o.133Sdsl!ll,. = a11o w9 or Fp"' o.osw, = o.o5 w,. Use FiP' ll11 W• , pm. .... «·tJuaC911WrtJftforl'!lldng'JitriWlfllfprcaparaM!I11f ..... F,. = ne ..._1han o.o5llmils dead pWs Jiv!lload vertical t'eiiOiian Fp = o.2flrNw '" 0.20 ww or See A$CE1' &!Ill 12.11.2, 1 f!'ll'·~ diaphf1lh;l$ I= 1.00 Sds= 0.1!23 Fp =USds!Ww = 0.329 WW (for rigid dlap!ngm) Fp = 0.~ WW but.Fp llliall notbe Je$$1han 5 psf !§IIBERDESIGN 7 •iMWa!!t.,...,WW'Mof!!IWfQrHt Fp=OASciaiWw= ~ W.. but~ les8 thli!l 0.10 1ltw Use Fp = 0.33 .... DhrkJgms Fp=(SIIM PI/Simi Wi)Wpl<+ ~= need not~ MSdaiW!nt+ ~= but not .... fbllll o.z llktaiWPx+ \l.px = hrijliiii&IRle Factc:lr (lp} : 1.0 ~lrjlu~WitlimllllfiUiian F:ador(a,} = Camp ~.McMilfk!8llon Factc:lr (R.) = Fp •0.~1+2%AI}IRP = not QhliilllrlftlNI Fll= 1~ = ll!lt not''-rl1han f'P" O~Wp = 2.5 3 0.823Wp 1.3111 Wp 0.2-47 Wp tr-4;!,5- z= sa.o • ~ = 1.oo Mech arEieGiricaf.~: EkMI!oril!tll;t ~~. I~ f'actc:lr (!p) : 1.$ ComponentAmplificafcn Fador \«,) = C!lmp RespoMe Modifioation Factor (R,l = Fp=D.~1+2%AI~• not .... lhan Fp= 1.$SdalpWp. but not lesalhan Fp = 0.3SdstpWp = 1 2.5 0.5Q3.Wp 1.976Wp 0.371 Wp h= 42.5 fwl z= 50.0 feel :rAl " 1.00 I I I I I I I I I I I I I I I I I I I WD Pllftnera 7()07~BM! D<lblrt,QH43017 61~7160 CODE SUMMARy Q"' 2110's!:. 20 l!$f 200 flo liC!O st 24 -o.02AIU, bUt nolleMlhan 12 psi -600sf: 12psf Pr1' j' t FI90r lloal &lithe# Ddt: 'l*· -~ ~Fadi:or ~ ........ -~ SileO... ~~Ooef. Sillsnil!: Dl8ign category BISlc:Sinldlllll$)'111111 ~ .... ltlllil~ Design aa.Silar !i!lltmC~ Qqef, ~-FAlla!ysis P10il8cltH'e 100.0'¢ l!O.Opsf 110 tnPh ~onph u 39.911 c ~lluildlng +1-0.1& o.as .. O.Opsf Pf= G.Opsf ~-~Opi.f Pg= 0.0¢ I = 1.00 Ce= l-00 .ct = 1.00 c.-UJQ = II I= 1.00 s. = 122,10· ~· S1 = 4'1.50·~ D Sda = .11.8Z3 Scl1 • OM1 = D = Buildlngf-~ -~·~.,_,..,. v.. Q.185W Cs = 0.165 R • 5 = Eqlli\ralellt ~Analpiil I I I I I I I I I I I I I I I I I wo ... rtne~s 7007~ Dublln, OK43017 61<4-634-7f60 --.com I I I I I I I I I I I I I I I I I I I Rt)'f I • "''::l!!"!f z:.,.._.. .......... Adllo!IAOIIdlliihlllll!lilll*,.owt ........ _ _,__ .. ,. .. ..._ ... ....._-....,...,..._Rp.fori!IQilaMI*""'do.~lil!kto.llnll _ _,._ ~ • ._..,~H~IIl••--2~ . ......,.,:: ;•d•iOOIIWGII!f----~-...-,•ancr lot ... ii"_BF_ 11 r'llod-llt-·SFc--diopiiOf~~li'iila!W..._~ . ,.,.,.,.. l'loiildJI""""'4'RS<Gil"tNii!slteei.GnoA-$1!6--~forAS!ll!;7-•~----""'''dll! 1\1< . . 7.412 US: . 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WOff..,ttaa.:OOM 888.335.00!4 0 1..17 .... PfQJec:t JI~O: (_ A<H-S lfYii') P1'QieC1 no. "'" S.uf.!l~.... llaW--=..::S=/-"'5'---- ·- 1 I I I I I I I I I I I I I I I I Table7. KW!I( lk1lt '!A ~411118tft'"s ._Allowable ~-...{MDI;~(Ib},_ 1 .....,. __ MOCfllli ar-~--ftlrrD..,....IWJtilll'lllillfal-it~B!- 11: ~"'*ffttiald<llldl ta ''~N'lf31S&!ctionV!U\SlJ-.wlliliilill .. -..<.SCEr.os,--.z. 3Alriliiil!llti....,..,._,_._,....,.,.2Q .. 1,0&fii:I(.ASQ,Uwi--~'T;OIJi!-0.1E.-.,o-.-a1s-by ~--'3'111--~~lle~'1--4-'it!Q'415115---~~<l"(;.lUJ.li+l.O.IIli!{(t.a-o.s•o.l'-n.5)•1294 5 Asr:J··-·-f'-·N-f"ci"'0.55·0,75-'\_-/1.294 , ....... ~-~-....,,•_AI~ $thiltlll ..... ...,~ c • ; I I I I -i • The new degree of comfort:" SPIDERfiree is a family of ultra high efficiency commercial gas water heaters with up to a 97 percent thermal efficiency Features· & Benefits The advanced line of 80 and 1 00-gaaon Rheem SPIDER fire condensing water heaters offers breakthrough technology .. It provides up to 97% thermal efficiency. The patenteq neat transfer system dramatically cuts fuel costs and is built to last. Models are available that range from 130,0CJ0-399,900 Btulh, with a maximum tempeiature setting of 185 degrees. Faster, Less Costly Venting All mOdels vent with standard -2". -3•, -4", or -6" diameter PVC plastic pipe. SPIDER fire's built"i·n exhaust riser vents at t11e top and eliminates. the hOOO to construe~ a side riser. Smart LCD Control System The new diagnostic system is standard on all SPIDERtim modela It enables instaDers and ser- vice technicians to monitor key functions and components. It includes C! scroUable, operational history. Innovative Technology The heart of the SPIDERfire is its patent- ed multi-leg, triple pass heat exchanger. The system is engineeted as a 'wet base' design wherein the entire heat ex- changer is submerged. That eliminates hot spots foun<l in some other fully condensing water heat- ers. When hot spots are eliminated, the life of the product is extended and effi'ciency is maximized. These products are built to last. Power or Power Direct Vent It can be installed' as a power-vented product; or as a power direct-vented product - the latter tor negative air pressure or if indoor air quality is a concern. Corrosion Protection Three-pass heat exchanger tubes are coated inside and out with a specially formulated porcelain enamel designed to protect against condensation. Multiple Water Connections Hot and cold water Inlets and outlets on both sides of the unit; 2" NPT high-flow connections. Full-port, Full-flow Drain Valve Factory installed brass drain valve allows for faster draining and servicing. Advanced Burner Design Latest mOdels have increased burner surface area for l!lfra smooth ignition and quiet operation Direct Spark Ignition System Energy .saving ignition that ignites pilot oriy w11en there is a call for heat. Altitude Certification Certified up to 8,.999 feet CSA/ASME Rated T&P Valve Factory installed relief valve Warranty 3-Year limited tank warranty, upgradeable to 5 years See Commercial Warranty Certifteate for complete infonnation. Efficiency I AI models tested according to ANSI test procedures, Md meet or exceed the thermal efficiency and standby loss reql.irements o( ASHRAE standard (EPact). Also exceeds el1e(9Y effiCiency codes o( aJ1 stat~ including California Energy Commission (CEC). Safety and Construceion I Design certified by CSA: For operation at 185 degrees; meets al safety and constructiOn requirement of ANSI Z21 .1 0.3; as M a_utomatic storage or instantaneous waW l:leater; as an automatic circlAating tank water heater; and for operatiOn on combustible ftoors and in alcove instal- lations. Cef1lfied for 150 PSI maximum WOI1<ing pressure (160 PSI for ASME models). Optional Construction I ASME construction is available on designated models. UL Sa'litation (NSF5) compliant models are available when equipped with QPii9f\21 ~ ~ (Part N?. !\842690). "'"""' I Commercial Gas ~water . """'"' SPIDERfrte Watet' Heater.; Rheem SPIDERfire 80 and 1 00-Gallon Capacities 130,000-399,900 Btulh Sealed Combustion System Ultra Low NOx Natur~ and LP Gas w ... ~l<li Mil'*®·= Low load ~ PRINTaliN U.S.A. 05115 WP FORM NO. RR102C-18 Rev. 9 ----SPIDER lire Gas Water Heaters -RECOVERY CAPACITIES ~In u.s. GlllloM/Hr. (GPHt and UtersiHr. (LPH) • v.nous Ternperatunl RISes MODEL INPUT (BTUIHI 1HERMAL .en: 5lrF GO'F 70'1' 80"f 80"f 100'1' 110'1' 120"1' 130'f' 140'1' HUMBER NAT.&LP EFfiCIENCY UNITS I22"CJ (2lrCI p:rq /39"CJ (45'CJ fSlJ"CC IS6"CJ 161'CJ (61'CJ (12"CJ (WCJ -GHE80ES-130(A) 130,000 97% GPH 382 306 255 216 191 170 158 139 127 118 109 LPH 1448 1160 966 826 724 644 580 527 481 447 413 .. GHE80E5-1 SO(A) 150,000 94% GPH 427 342 285 244 214 190 171 155 142 131 122 LPH 1618 1296 1081) 925 811 720 648 51J7 538 496 462 -GHE80E5-200(A) 199,000 94% GPH 569 456 380 325 285 258 228 207 190 175 163 LPH 2157 1'128 144{} 1232 1080 959 864 785 72o 663 618 -GHE80E5-250{A) 250.000 95% GPtl 720 576 460 411 360 320 288 262 240 221 206 LPH 2725 2186 1816 1555 1363 1211 1090 992 908 837 780 -GHE80ES-300(A) 300,000 94% GPH 855 664 510 486 427 360 342 311 2115 263 244 LPH 3237 2589 2158 1~7 1616 1438 1295 1177 IQ79 9116 924 • GHE100ES-130(1\} 130;000 95% GPH 374 29$ 249 214 187 166 150 136 125 115 107 LPH 1418 1135 ~ 811 709 630 567 516 4711 448 405 GHE100E$-160(A) 160,000 95% GPH 461 368 307 263 230 205 184 167 154 142 132 LPH 1746 1397 1164 998 873 776 698 S35 582 537 499 -• GHE100Es-200(A) 199,000 95% GPH 573 458 382 327 286 255 229 206 191 176 164 I.PH 2171 1737 1447 1011 1086 965 868 790 724 B6B 620 GHE100ES-250(A) 25o.ooo 95% GPH 713 569 415 407 358 317 285 259 238 219 204 LPH 2699 2154 1798 1541 1348 1200 107V 980 901 829 m -GHE100Es-300(A) 300,000 94% GPH 845 676 584 <183 423 376 3S8 307 282 260 242 LPH 3204 25ll3 2136 1831 1602 1-424 12112 f185 18611 9B6 916 -GHE1~50(A) 350,000 94% GPH 997 798 665 570 498 44S $99 363 332 307 285 LPH IJ'ml. 3021 2517 2158 1885 ttrn 1510 1374 1256 1162 101tl -GHE100E$-400((\j 391!.900 94% GPH 1139 S1'2 760 '651 570 506 456 414 380 351 326 LPH 4312 3452 2877 2464 2158 1915 1726 1567 1438 1329 1234 --MAXIMUM DELIVERY ... In U.S.·CW!ons Allld Liters (Includes US811b1e storage and .-y for indicated tlme$l MOOS. NUT~ lEMA 6 10 15 20 3D 45 1 z 3 MIN. TO~ -NUMBER GAL LmRS NAT.llP RISE Uf«TS MIN. MIN. MIN. MIN. MIN. MIN. HR. HR. HR. CONTEN1'S -GHE80ES430(A) 80 303 130,000 100F GAL 69 82 tU 107 132 171 209 362 sts 31 56"C LTR. 262 311 356 40f 500 648 792 137;! 11$2 GHE8tJES.150(A) 80 303 150.000 100"f GAL 70 as 99 113 142 184 227 398 569 28 56"C LTR. 265 322 3'75 428 538 69'7 860 1608 2157 -GHE80ES-200(A) 80 303 199,000 100"f GAL 75 84 113 132 170 227 284 512 739 21 56"C L1R; 264 356 428 SOD 644 B8Q 1076 1940 2801 -GHE80ES-25o(A) 80 303 250,000 100"F GAL 80 104 128 152 200 m 344 632 920 17 56C LTR. m 394 485 575 757 1030 1302 2392 3462 -GHE80ES-300{A) 80 303 300,000 100"F GAL 85 113 142 170 22.1 312 398 7'10 1082 14 SBC L7R 322 428 538 644 859 1181 1507 2801 ..fOS6 -GHE100Es-t30(A) 100 379 130,000 100"F GAL 63 95 107 120 145 185 220 369 S19 39 56"C LTR. 313 !J60 .W7 454 54!) 700 833 1«10 1967 -GHE100ES-160(A) 100 .379 160,000 100"f GAL 85 101 116 131 162 208 254 438 623 33 56"C LTR. 323 382 44{} 498 614 789 964 1662 2360 -GHE100ES-200(A) 100 379 199.000 10oof GAL 89 108 127 146 185 242 29$ 528 757 26 56"C LTR. 338 410 482 555 700 917 1134 2002 2871 -GHE100fS..250(A) 100 379 250,000 100"F GAL 95 118 142 1156 214 286 358 646 934 21 56"C LTR. 36(} 44.7 538 628 810 10113 1355 2445 3535 -GHE100E5-300(A) tOO 379 300,000 100"f GAL 99 127 156 184 241 326 412 754 1096 18 56"C LTR. 375 481 591 697 912 1234 1560 2854 4149 -GHE100E5-3SO(A) 100 379 350,000 100"f GAL 103 137 170 203 269 369 469 868 1266 15 56"C LTR. 389 518 644 768 1018 139'1 1775 3286 4792 • GHE100E5-400{A) 100 379 399,900 100"f GAL 108 146 184 222 298 412 526 982 1437 13 56"C LTR. 409 553 696 840 1128 1560 1991 3717 5440 AI models have a maximum setpoint of tss-F. -----2 - --------• ---• ------ - --- ----------- SPIDERfiro Gas Water Heaters VENTING OPTIONS Power Direct Vent PIPE DIAM£TER 2." ;r If 6" MODEl NUMBER MAX. VENT LENGTH FOR INLET OR OUTLET (FT.) GHEBOES-130 20 60 120 -GHE100ES..130 GHEBOES-160 20 60 120 -GHE1 OOE$·160 GHEeoES-200 20 60 120 -GHE100ES·200 GHEBOES-250 -50 120 -GHE100ES·250 GHEBOES-300 -50 120 120 GHE100ES..300 GHE100ES-350 -50 70 120 GHE1 OOES-401) -50 70 120 For each 90" elbow, reduce pipe length by five (51 feel For each 45• elt!ow, reduce pipe length by two and a hall (2.5) feet Hc*t: ~pipe lila 8hould ROt be mixed fOr venting thMe units. Use-diameter pipe for .. venting of u,. untt. Example of Venting torr Power DiNct ·v.nt Setup: Refer to the cb«rt above, "Power ~Vent'. for aduallength allowed on each model. MUMISl Of 91" EliOWS NUMIER MINIMUM VENT IMXIMuM YEIIT EXClUDING VEMT TfRMIIIAI.S 8f46• I'll'£ lBIGTH PIPE lEIIGTH IIU.ETVEMT DIITLET VEIIT ElBOWS II FEET 1M FEET None None None 5.0 20.0 One (1) One(1) None -15.0 One(1) One(1) One(1) -12.5 Two(2) Two(2) None -10.0 Two (2) Two(2) One(1) -7,5 Three(3) Thre&(3) ~ -5.0 Thre&(3) Three (3) One.(1) -2.5 Example1Jf Ventinfflor 4" Power Direct Vent Setup (GHE100ES-130): Relerto1he chart~ •Power Direct Vent', lor acltJallength allowed on eaCh mOdel.lhe 3" ilenbng Wilt folow the same fonnat See dowable lenjtlhs above. IIUMit;6 Qf w ruows NUMBER MIIIIMilM VENT MAXIMUM VENT £Xi:Uiolf$ vaTltRMINAI.S OF45" PIPE LENGTH l'fPE I.ENGT11 ltfi.ETYaiT OUTLET VENT ELBOWS 1M FEET Ill fEET None None None 5.0 120.0 0ne(1) One.(1) None -115.0 One(1} One(t) One(t) -112.5 Two(2) Two(2) None -110.0 Two(2} Two(2) One(t) -107.5 Three (3) Three(3) None -105.0 Three(3) Three(3) One (1) -102.5 Four (4) Rlur(4) None -1Q().Q Four(.4) Rlur (4} One(1) -97.5 Five(5) Five(S) None -95.0 NOTE: For Canadian insta~Jatk)ns, use ULc;.$636 PVC or CPVC pipe. Power Vent PIPE DIAMETER 2." 3" j_ 4" I &" MODEL NUMBER MAX. VENT LENGTH FOR OUTLET (FT.) GHESOE$-130 20 120 170 -GHE100Es-130 GHE80ES..160 20 120 170 -GHE100ES.160 GHESOES-200 20 120 170 -GHE100ES·200 GHE80E8-250 -80 130 -GHE100ES..250 GHESOEs-300 -80 130 120 GHE1 OOEs-300 GHE100ES·350 -50 too 120 GHE 1 OOES-4()() -50 100 120 For each 90" elt!ow, tedl.ICe pipe length by live (S) feet. For each 45" elbow, reduce pipe len!Jth by two and a half (2.5) feel Nate: Vent pipe size slloukl not be mixlKr for Mn11r19 tl'-units. Use-diameter pipe fot 1111 ventitlg of u,. \Wilt. Example or Venting tor r Power Vent Setup: Refer to the Chart above, "Power Venr •. for actual length alowed on eaCh inodel. MUMBal OF to• RBOWS NUIIIER MIMIMUM YffiT MIMOMVENT Em.UIIING VENT TERMINALS Of45" PIPE LEMG111 PIPE lEIIQ111 OUTLET VENT EllOWS II FEET 1M FEET None None 5.0 20.0 One(1) None -15.0 One(1) One(1) -12.5 Two(2) None -10.0 Two(2) One (1) -7.5 Three (3) None -5.0 Three{3) One(1) -2.5 Example of Venting for 4• Power Vent~ (GHE10QES-130): Refer to the chart above, "Power Vent", for adllallengfullowed on eacl1 model. The 3" venting will follow lhe same1ormat. Se& dowable lengths above. NUMBER Of 91" ELBOWS NUM8ER MINIMUM VENT fMXINUM VENT EXCLUDING VENT TERMIIIALS OF45" PIP£ LBI8T1I I'IPE lfiiOTH OlltlET VENT EI.80WS Ill fEET II FEET None None 5.0 170.0 One(1) None -165.0 One(t) One {1) -162.5 Two(2) None -160.0 Two(2) One(1) -157.5 Three (3) None -155.0 Three (3) One(1) -152.5 Four(4) None -150.0 Four(4) One(1) -147.5 Five(5) None -145.0 3 ---------.. --- ---- - Pf'''' ------------• -- ......,., I Commeroial Gas ~ Watllr SPIDER file Wate1-Heaters bwr -~ t ., m $7d wti ... ~------• DIMENSIONAL INFORMATION AI clilntiftsian$ shown in English and Metric MODEL A B c D E F NUMBER UNn'S GHE&OES,130(A} lncllat 69-M 2&-114 611-1Al 12-3M w.;,e 64-13116 IIIII 171i111 667 1§110 3Zof 1641 1646 GHS!(ES..ISO(A.) ilc:hes eKill 16-114 15&-118 12-314 64-5AI 64-13116 IIIII 111i11 667 1§110 324 If! I Iff& ~) lncllat ~ 21t-t/4 &6-118 12-3M 64-5AI 64-13116 IIIIR 176B 667 161JtJ :tal tfiJ Iff& Glie8C£s-aso(A) i1Ches 6No'l 26-114 66-118 12-314 w.;,e 64-13116 -1151 661 1§110 324 1641 1646 GHE8<l:$.000(A) ilches· ~ 26-114 IJ&-118 12-314 64-5AI 64-13/16 111111 11611 ., 1680 324 1641 Iff& GHE100Es-t30(Al ilches 7WI4 26-1/olf 66 1:!-314 ~ 73-5.6 IIIII 2!XII IJiil 1U. 324 1873 1869 GHEIOQE$-160(A) lncllat 18-314 3H14t 66 1NI4 ~ 73-&e IIIII 1001 687 1674 324 1873 1869 GHEI~ lndwe 1HI4 l!&-114f 66 12-314 73o3H 73-&e IIIII '2llt/l 667 IOU :tal 18'13 1889 GfiEIOCli:Sal(f\1 idles 1NI4 26-t.Mt 66 12-M 73o3H n&!l -., IJiil. tU. 324 18'13 IMR GHE~) i1Ches 1Wf4 26-114f 66 1NI4 73o3H 73-5.6 11!111 ., 187 1674 324 1873 18llll GI£100ES-850(A) i1Ches 7WI4 26-1./olf fill 1NI4 73o3H n&!l 11!111 2IXI1 661 11114 324 1813 11161!1 GHE1~ .~doe~ ]1.3(4 !6-tl4f 66 12-3M ~ 73.sAI lllil 2110'1 161 1674 324 11173 11161!1 "WeQ'lts lisllld .., for ...,.ASME •. Add 3!i Ibis. for ASME models. t~.wl!thi:12NI(Iffd.Jllto,;~~· l30,QQO • 199.QQO B1IVIl rl1ixfals-oarlilld 10 b&m\aled wilh 2" YenlinQ. All m00e1s tequila a tl!CV JIOWIIr-. G 62-13/16' 15!l5 62-13116 1i21 62-13/16' 161!1 62-13/16 li21 62-13/16 1621 72 1/129 72 1/129 72 11129 72 1129 72 1129 72 1/129 72 11129 qu!·t;lfli\$130':199; 1l2"!!"8ii*Jt.lnpu! ... ~31-1~98S !Aet. See ... lind Clal1t tillrulfllrYei'Glg delals. Gas Inlet '(at gas~ min-fQr al Nlll GasGHE Is 5.31111. WC and the max. is tO.Sin we. Gas Inlet (algas V11M!!= min-for allP GIIS GHE is 1 1 IN. we ancl1h8 mal<. is 13.31n WC. Recommended Specifications (for trade referenqe only) -- water heater{s) shal be SPIDERfire model _____ _ manufactl.lllKI by Rheem, haVing a gas input of __ _ Btulh and recovery rate of GPH at a 1 OOOF temi)Elrature rise when tested and certified at ___ _ thermal efficienCy. Water heater(s) shall have a storage capac- ity of gallons. Watw heater(s) shall have the CSA seal of certification and supplied with a factory installed CSAI ASME rated temperature and pmssure relief valve, and meet SCAOMD Rule 1146.2. Tank(s) shall be of wet-base design and furnished with U.S. Patent 7,290,503 82 heat exchange systl'lm with two-sided <:eating of high temperature poroelain enamel and furnished with magnesium anode rods rigi.dly supported. Water heater(s) shall have 2• NPT front and rear water 'COflnections. Watf!K heater(s) shall meet or exceed Rtleem Water Heating • 101 Bell Road Montgom«y, Alabalnll36117-4305 • www.meem.com H VENT 6&&6 2', 3',4" 16112 6&&6 2',3',4" -6&618 2',3',4" 1f/192. 6&&11 3",4' 1692 66,&1 3''.4",6" -66-7116 2', 3',4" 1687 66-7116 2",3",4" 1687 fliH/16 2",3',4" 1687 66-7/16 3',4" 1687 66-7116 r,4";6" 1687 66-7116 3",4",6" 1687 66-71t8 3",4",6" 1181 I I; I WAn;RCONN. N..ET OUTlET 2"NI'T 2'NPT 2"NI'T 2"NPT 2"NI'T 2"NI'T 2"NPT 2'NPT 2"NPT 2'NPT 2"NPT 2"NPT 2"NI'T 2"NPT 2"NPT 2"NI'T 2"NPT 2"NPT 2'NPT 2"NPT 2"NI'T 2"NPT 2"NPT 2"NPT N'I'RQl(. SI-IP.WT.tLSr 725 725 745 745 745 7liS 7lXi 7lXi 795 795 800 • ' (f' a.ENWICE TO All COM8US118LE $UfiFACES ON SIDES; I" TOPCLEAIWICE FOR 13!1 TO 3110 MODEUI; 8" FOR 350 TO 400MODELS. MODELS WITH INPUTS OF 1.30.1100 8TIJM THRU 118,000 8TIJM N£CIIR11f1ED TO VEM'wmt2" ~40PVC, <:PVC OR MS PIPE. 't'(l oo 6al )( 0 ·t ~ 'i)(b'.t ·1 · '::;fr ~ •.j -\~o.:.<c f'c;,~- F ~ (])--· - LlfTIIIE --UIIE - thermal efficienCy and standby loss requirements of ASHRAE. Tanks shall have a working pressure of 150 psi and shall be completely factory assembled, including a pressure regulator properly adjlJ$ted for operation ~ .--gas with a down- hd burner system. Water heater(s) shall certified for schedule IV venting with power vent and pc>wellld direCt vent options. Water heater(s) shalf be covered by a three year Umited tank warranty against tank leaks. When ordering ASME construction, place (A) after the model number (for trade reference only) Water heater{s) shall be constructed in accordance with the requirements of tt1e ASME Boiler and Pressure Vessel Code, Section IV Part HLW. Rheem Canada ltdJL~ • 125 Edgeware Road, Unit 1 Brampton, Ontario L6Y OPS • www.rtleem.com I I I I I t I I I I I I I ECOLAB® Design Specifications Flow Rate 15 psi d ....................................................................... 130 gpm Row Rate 30 paid ....................................................................... 1M gpm Preasure Rang ...................................... _. ......................... 35 -125 pslg Temperature Range .............................................................. 35-120• F Free Chlorine ................................................................... , ...... s 2.0 mgll. Compensated Hardness .......................... , ............................... s 1 oo gr/g Iron ............................................... If~ 5 mg/L, consult Technical S&IVice System Compon•nts Media Vessel (qty) Sl.!:e ....................................................... (2) 24' x 65' Madia Veseel Conatru~n ................................. Wrapped Polyethylene t:mpty Bed Volume {per tenk) ...................................................... 1~.4 ~ Media Type .......................... · Nbn-Sotvent. High-Capacity Calion Resin Media Volume {per tank) .................................................................... 8 re Und&r B&ddlng Volume (per tank) ..................................................... 2 tt3 Totel Bed Depth .................................................................................. 31' Free Board ........................................................................................... 19' Riaer Tube ................................................................................ 2.0' P\IC Upper Distributor .................... 0.012' Slots, t:ngin&ered Plastic Materiel Lower Distributor ............... 0,012' Slots, Potyethylen& Hub and Lateral& Regenenlllon Controi ..................................................... 7-Day Controller Regeneration Type ........................................ ., ................. Countercurrent Untreated Water Bypass During Regeneration .................................. No Water Uaed tor Regeneration .................................................. Soli WaiM Recommended Brine Tank ................................................. (2) 24' X so· S81t Capacity (per tank) ......................................................... 850 pounds Maximum Brine Dosing (p&r tank) .......................................... 75 pounds Connections Inlet I OU!Iet Connections .................................................. E-cllp Adapter Ol'ain Connection ................................................................ E-cllp Adapter Brine Lin& Connection ...................... , ........................................ 0.5' Tube Power, Valve ................................................................................... None Power, Control Box ..................................................................... 12 VDC Part Numbers Systam .................................................................................... (2) H12247 Brine Tank .... , ......................................................................... (2) 68370C Controls ...................................... SH Smart Start Controller Data Sheet R!tS)eneratlon Specifications (per tank) Sequence ..................... Flow ...................... Time ........................ Volume Brine ....................... 1.7 gpm ............ 74 minutes .................. 123 gallons Slow Rinse ................. 1 gpm ............ 10 minut• .................... 13 gelons Baellwaah ................ 15 gpm ... , ........ 1 o mlnutell .................. HiS gallons Purge ....................... 15 gpm ............ 10 mlnutea .................. 155 gellons Total ............................... N/A .......... 104 minutes .................. 453 gallons Salt Dote .............................................. 5 lbaml ........................ 7.5ttJaHe Syatam Capac:ity .................................. 32& Kgr .......................... 3941(gr Salt Und (per tank) ........................ 40 pounds ...................... 80 pound& *This value aasumes there Ia a 5 pal pressure drop thR3uQh lh• system. A ---c Dimensions and Weight System E F t===--""-· -=? Overall Height .............................................. (A) ....................... , .. 78.0' Overall Depth ............................................... (B) ............................. 52' Overall Width ................................................ (C) .......................... 52.0' ~~~~ ~~ Wi;jih:::::::::::::::::::::::::::::::::::::::::~~~ ::::::::::::::::::::::::::::~:: Brine Tank Haight ........................................ (F) ............................. so· Inter-Tank Spacing ....................................... (G) ............................ :1!4' ShipPing Weight.. ............................................................ 1, 709 pounds Operating Weight ........................................................... 3,111 pounds' Valva Overell Height .............................................. (G) ........................ 13.25' Overall Width ................................................ (H) ............................. 14' Overan Depth ................................................ (J) ............................. 11' lnatalted Height ............................................ (Kl .......................... 11.5' Tank Thread ......... ,. ....................... -.............. {IIA) ...................... +8 UN Riser Tube (OO) ........................................... (N) ............................ 2.8' Inlet/Outlet Canterline .................................. (P) ........................... 4.0& Inlet/Outlet/Drain Center Installed Height .... (~) ........................... 3.34 Valve Weight .................................................................... 14•3 pounds I • I • I I I I I HS 224s OD Softener -P- K G Syst.m Flow Performance During Regeneratibn ...... N I R I ~· .,.,..----·--····---·------··-,----------·-····-r· 35 .. . ' I :r·--... ·---· .... --~.-/····· .. ·--· ..... ·-·· !20 I I IS IS \0 .. 2$ 50 . . .... 75 100 125 150 175 Ft-Rato,gptll ... 200 225 i t ---------------- ..... - - ..... - --------- HS 224s OD Softener Operating Profile The softener reduces hardness to less than one grain per gallon when the operating instructions are followed. A multi-tank system configuration provides soft water, and system regenerations are initiated based on the volume of water that is processed. With a programmable meter, regenerations can be programmed based on the volume of water used. Regeneration occurs immediately after the exhaustion signal from the meter. A system control can also delay regeneration until a specific titne after the exhaustion signal. Regeneration efficiency (hardness removed per volume of salt used} exceeds 4,000 grains/lb. Regeneration Control Valve The regeneration control valve, manufactured from non-corrosive materials, is top mounted {on top of the media tank). The control valve does not weigh more than 15 lbs. and operates using a minimum outlet pressure of 30 psi. Pressure drives all valve ft;~nctions. The control valve incorporates six operational cycles including: service, brine draw, slow rinse, backwash, purge and brine refill. The service cycle operates in a down-flow direction; the brine cycle is up-flow, providing countercurrent regeneration. The control valve contains a fixed orifice eductor nozzle and a backwash flow control. Control Valve shall be certified to standard NSF/ANSI 61. Media Tanks The tanks are designed fQr a maximum working pressure of 125 psi and are hydrostatically tested at 300 psi. The tanks are made of polypropylene and are reinforced with a fiberglass wrapping. The tank has a 4 in. threaded top opening. The upper cflstribution system is a slot design; the lower distribution system is a hub and lateral design. The distribution system provides even distribution of regeneration water and the collection of water. CondltiQning Media Each softener uses strong acid. n.on-sotvent, high capacity, cation resin with a minimum exchange capacity of 30,000 grains removed per cubic foot of media when regenerated with a dose of 15 lbs. of salt per cubic foot of media. The media is solid, of a proper particle size' and contains no plates, shells, agglomerates or other shapes that might interfere with the normal function of the water. Brine System A combination salt storage and brine production tank are manufactured of corrosion-resistant, rigid polyethylene. The brine tank has an internal brine well chamber to house the brine valve assembly. The brine float assembly with adjustable salt settings provides for a shut-off to the brine refill. The brine tank includes a safety overflow connection that's plumbed to a suitable drain . Questions? Technical Service: 1-800-289-sm Customer Service: 1-000-456-6525 or 651-293-1471 370 Wabasha Street N St Paul, MN 55102 www.ecolab.com 4)2012 Ecolab Inc. AU rights reserved. 0112012 I I C60iiCareT· (€ c@us CONSTRUCTION AND FEATURES ·Heavy gauge stainless steel exterior. • Free standing, 30 in. diameter x 72 in. height. • 1500 lb waste shortening capacity. ·Control panel with power indication. ·Level indicators with safety overflow protection. • Ul., UL Sanitation (NSF) Listed (US and Canada). ·Suitable for Direct-Plumbed', Remote-Plumbed' or Caddy systems. • Easy to access and service components. • One year warranty on all parts and components. ·Worldwide delivery and installation available. ·Insulated exterior tank enclosure available. BENEFITS ·Minimal or no handling of hot waste shortening. ·Insurance and Workman's Camp savings. • Less employee down time. • Labor savings and greater employee safety. • Cleaner grounds and image. ·Waste oil of higher value to collection companies. • Avoid pollution fines. Model Power Requirements Installation Space Requirements Shortening Capacity 3072-NA Containment Tank 110V1SA 31 in. I x31 in.wx82in.h 1 SOO lb (approx. 200 gal) ... 400 lb ::. I tfOo ..ti Shipping Weight Documentation Warranty Installation guide, Operating guide 1 year parts Frontline lntemationa~ Inc. • 9S 16th Street SW Barberton, Ohio 44203 Tel: 330-861-1100 • Fax:330-86l-1105 Web: www.frontnneii.com • Email: infO@frontlineii.com May2008 I I I I I I I -- -Vessel Specifications --Mizer 550 Mizer 750 Max 750 HF -Diameter 22 in (55.9 em) 4.6 in (66.0 em) 26 in (66.0 em) -Height {with legs) 12.9 in (185.1 em) 73.9 in (187 em) 73.9 in (187.6 em) (wfo legs, subtracl6 inches) (w/leg:;. aqd S 112 inches) -Empty Weight 3181b (144.3 kg) 430 lb (195 kg) 430 lb {195 kg) -Full Weight -lb (~I':ICgJ • 12191b (552.9 kg) l219lb (552.9 kg) -Net Storage Volume 62 gal (235 ltr) 82 gal (310 Itt) 82 gal (310 Itt) -C01 Storage Capacity 584lb (264.9 kg) 789lb (357.9 kg) 7891b (357.9 kg) (saturated @125 psig [8.6 bar g] J Gas Use Connection 1/4" 45~ Flare 114" 45i Flare 1/4" 45G Flare -Fill Line Connection 5/8" Male 45° Flare 5/g" Male 45° Flare 5/8" Male 454 Flare -Vent Line Conneetion l/2" OD Tubing 112" OD Thbing 1/2" 00 Tubing -Rates and Pressures --C02 Gas Delivery 6.5 lb I br (1.8 kg I hr) 10 lb I hr (4.5 kg/ hr) 15 lb I hr {6.8 kg I hr) (Continuous) {551 -16 oz drinks I hr)* (889-16 oz drinks I hr)* (1333-16 oz drinks I bt)* (12 consecutive hrs. t<i; ~ t~p.) Peak CO~Gas Flow Rate 10 lb/hr (4.5 kg/hr) 15lblhr (6.8kg/br) 18Jb I hr (8.2 kg I hr) (4 conseeut~ve hrs.@ room temp.) (889 -16 oz drinks I hr)* (1133 -16 oz drinkslhr)* (1600-l6 oz drinks 1 hr)* -Liquid C02 Delivery On Demand On Demand NIA Evaporation Rate 2.5lb I day (Ll kg I hr) 3.0 lb I day (1.4 kg I day) 3.0 lb I day (L4 kg I day} (N.o loss in nonnal use.) Max. Allowable Working Pressure (MAWP) 300 psig (20. 7 bar g) 300 psig (20. 7 bar g) 300 psig {20. 7 bar g) ASME Relief Setting 300 psig (20. 7 bar g) 300 pSig (20.7 bar g) 300 p$ig (20,7 bar g) A<,ldl. Reli~f Setting 450 psig (31.0 bar g) 45() psig (31.0 bar g) 450 psig {lLO bar g) Sure-Fill Relief Setting 200psig (13.8barg) 2(j() psig (13.8 bar g) 200 psig (13,8 bar g) Onign Criteria All Vessefs Above (unless noted ottlerwise) Design Specifications ASME Section VUI, Division 1 Design Specifications Meets with US apd Canadian approvals -Fill System Single line. pressure differential -Sure-Fill• System Recommended option -Patented Impurity Recommended option I Nl A on Max 750 HF Collection System -Insulation Type Vacuum with Super Insulation Pressure Control Pressure Building (PB) circuit on Mizers I Pressure Relief (Ecc:m~mizer) circuit on 750 Max HF -Liquid Level Gauge Differential Pressure standard (Float type Magnetic Roto-,Cal optional) -Outer Vessel Material Stainless Steel -Inner Vessel Material Stainless Steel -FlQQr Mount Design Permanent Legs (Meets NSF Standards) • • Based on ll.251bofC01i 1000 160zdrinks -17 Copyright Chart Inc., 20 l 0 - - ------------• -• ---• ---• -• -• -• -• -• -• Hoshizaki c ChainLinlc services ITEM# K89 -ICE CUBER (3 EA REQ'D) Hoshizaki I<MH-2000SRH3 KMH-2000SRH3 Item #K89 specifications 04/12/2016 Ice Maker, Cube~Style, remote air-cooled, remote condenser (priced separately), approximately 1929 lb production/24 hours, high capacity statkable unit (up to 4 machines, up to 8000 lb production}, stainless steel finish, crescent cube style, R-404A refrigerant, 208-230v/60/3-ph, 9.9 amps, ENERGY STAR• ACCESSORIES Mfr Hoshi:aki Hoshizaki Hoshizaki Hoshlzakl Follett Corp Qty Model 3 3 3 3 1 URC-22F HS-2150 SG3200-72 ELECTRICAL Spec 3-Year parts & labor on entire machine 5-Vear parts & labor on evaporator Remote Con~nser, R-404A refrigerant. crossing legs,llSV/60/1, for KM-1601MRH(3}, KM- 1601SRH(3), KM-1900SRtl(3), KM-2100SRH3, KMH- 2000SRH(3}, F-2000MRH(3} (-C) Quick Disconnect Kit (not required if line set is ordered) Upright lee Bin, double door, 3240 lb. bin storage, incl: poly walls & stainless steel bottom, SmartGATE, poly lift doors with PowerHinge, SS exte.rior, custom cut top, 6lnc;h SS adjustable legs. Unit includes reinforced top (ABPOLYD048). VOlTS CYCLE PHASE CONN AFF N£MA AMPS KW HP MCA MOCP I 1 201·230 60 3 9.9 I 2 104-127 60 1 WATER WASTE HOT HOT HOT COlD COLD Flt.T£RED FILTERED COND£HSER CONDENSER SIZE Al-f GPH SIZE Al-f SIZE Al-f INt.ETSIZE OUTLET51ZE I 1 1/2 11""='1 ~ Dave and Busti!f"S -Carlsbad, CA. Spec Book InStep Foodservice Page:306 Hoshizaki KMH-2000SRH3 Item #K89 Item# ____ _ KMH-2000S_H(3)::_~~·~ HIGH CAPACITY STACKABLE ICE CUBER CUBER DIMENSIONS w X D X H KMH-2000S_H(l) 36 X 40 X 36711' KMH-2000SWH Water-Cooled I Phase KMH-2000SWH3 Water-Cooled 3 Phase KMH-2000SRH Remote Air-Cooled I Phase KMH-2000SRH3 Remote Air-Cooled 3 Phase Shown on a Kloppenberg 2115 Dc;>uble Upright Bin KHH-2000S_H(l) 2/3/15 Item# 13264 "PPease allow for adequate lead time when placing orders c HOSHIZAKI AMERICA, INC. • 40" Depth ice machine frame • Up to J 944 lbs. of ice production per 2.4 hours • Stackable for 7776 lbs. per 24 hour ice production in the same floor space • Durable stainless steel exterior • ProteCted by H-GUARD Plus Antimicrobial Agent 'f;GUAfi~ • CytleSaver1M design e • EverCheckll1 alert system .. • Individual crescent cube • Stainless-steel evaporator • R-404A Refrigerant • The KMH-2000SRH and KMH-2000~RH3 .are ENERGY STAR qualified. Warranty Volid in United Swes. unada. Puerto Rico. & U.S. Territories. Cont:oct factory f<l<" warranty in other countries. Three Year -Parts & Labor on ena'"re machine. Fiv.e Year' -PartS & Libor on: Evaporator. Five Year-Part:s on: Compressor, air-cooled condenser coil. 618 Hwy. 7 4 S., P~achtree City, GA 30269 TEL 1-BQQ-438-6087 FAX 1-800;-345-1325 www.hoshizaki.com Dave and Busters -Carlsbad, CA. Spec Book InStep Foodservice Page:307 -Hoshizaki ·----DIMENSIONS w X D X H KMH-lOOOS_H(l) 36 X 40 X 36"" **Allow 10 112" to depth after install f04'" snout/door assembly - ..... -7.7 20 4151bs. KMH-HOIISRH 30 415lbs. KIIH-2018SRH3 9.9 20 4151bs. ~i·lllol 1111111 ELECTRICAL & PLUMBING f KMH-lOOOS_H(l) KMH-lOOOSWH I SRH • • 2C8-230V/60(1e (l ~ wid! lli!Uhl b-II SV) •lO ·~Max Fus~R Breal<er Size KMH-2000SWH3/ SRH3 -• 2C8-230VI#IJIJia • 20 ~Max Fuse/HACR Breaker Size -KMH-lOOOS_ H(l) •lc:emalaerWallor Slwty Une:Minimum 3/ff' NcnmaJ 10 Copper Water Tulq o.-!;qiMierit -• lcemaMer Drain line: Minimum 3/#t" NominaiiO Hard Pipe or Equivalent Ww:r-Cqoled Mode! (J..incs Myst 8c ~ rlkcmakec) • ~w., Supply Li1e:Mininvn l/8" Nominal -IOCopper~T~or~ • ~ DrainiR.ecum line: Minimum lilt" Nomioal lD Hard Pipe (01*1 drain~} or Coppe-WaterT.a.ing -(dosed loop sysa~m) .,.. Equi¥alent @ ~ -c HOSHIZAKI AMERIC~C. II .. _ Dave and Busters -Carlsbad, CA. Spec Book KMH-2000SRH3 Item #K89 KMH-2000S_H(l) HIGH CAPACITY STACKABLE ICE CUBER STACKABLE ICE CUBER • Water-cooled I phase /Water-cooled 3 phase • Remote Air-cooled I phase I Remote Air-cooled 3 phase c ~~ 1-' 158 f I'.Zll -~ .. ~ N .. ... .. - • 921.6 136 281 9<15.1 136.031 FRONT VIEW c:::> ~10 (16.1~] fE3 BOTTOM VIEW OPERATING LIMITS • Ambient Temp Rance • Water: Temp Range • Wa-Pressure • Voltage Range CONDENSING UNIT • Voltage Rance ·Ambient Temp Rance InStep Foodservice 45-IOO"f -45. 90"f 10-I l3psig 187-253V 104-127V -20-122"f 1020.5 [40.181 SIIEVEW REMOTE AIR.cooLm ·REAR VIEW Uri.C.nff\e.MOW:~(Sold~ farUH:wtdiKf'li. ...... a~ .......,...,..,. .... "'!'Uf'.C ltnlQ11:~wf<iS ~~fromrllotbtt.W. Noaddiu~c::n~. ~.._ SERVICE • Panels asily removed and all componentS accessible for service. Page:308 • -Hoshizal<i URC-22F ltem#K89 : e ~M~TE~;~!~~S-H/SRK(-H/-J) • UKG-1-/::iKG·H/!:>HK-H 03124/16 Item# 13084 8. -- -URC-5F - • URC·9F -SRC-10H -SRC-14H -SRK·12H • SRK-1ZH3 • SRK-14.1 SRK-14.13 -UR&-14f -UR&-22F - • URC·23f -• -• -• --• -• -• -• SRK-8H SRI<-8H3 SRK·10H SRK·20H SRK-20H3 URC-9F Ice Machines ~~~:f~~ . . ~-~;· -{ ,§ rr;: N * ,;; { ~,.!) ' , • Ship piny Weight r-Une Sets-PRE-CHARGED -----, 20' Length 35' tengtlt 55' Length KM-515MRH, KM-650MRH, KMD·530MRH 60 Lbs. R404-2046-2 R404-3546-2 NIA FD·1001MRJ-&, f-1001MRJ(·C) KML-631MRH, KMD·850MRH, KM·901MRH(3) ',.'· 95 Lbs. R404-2068-2 R404·3568·2 R404-5568-2 KM-901 MRH50. KMD-901MRH FS·1001MLH-&, F5-1022MLH-& .···~ ··~ 180 Lbs. R404-20410 R404-35410 R404·55410 FS.1500MLH-& :J;~ 235 Lbs. R404-20610 R404·35610 R404-55610 KMS-1122MLH · .. i;f~ 273 Lbs. R404·20810 R404-35810 R404-55810 KMS·1481MLJ : j!~] 275 Lbs. R404-20810 R404-35810 R404-55810 KM-1100MRH, KM-1311SRH(3.}, KM-1 ;·_~-110 Lbs. R404-2068-2 R404·3568·2 R404-5568-2 F-1501 MRH(-C) ; KM-1601MRH(3), KM-1&81SRH(3), KM-1 X ·' 165 Lbs. R404-20610 R404-35610 R404-55610 KM-21 OOSRJ3, KMH·2000SRH(3), f.. 20ft MRH(3J( /'·.,\<; KM·2501SRH3 KMS-.UOMLH KM5-822MLH KMS·2000MLH SRK-14J ~m~ 273 Lbs. R404-20610 R404-35610 R404-55610 r-line Sets-BRAZING R£QUIRED ---, 25~ Length 35' Length 55' length < 206Lbs. HS-0250. H8-0251• H8-0252* ;r 273 Lbs. H&025o· H8-0251* H5-0252* ·. 325 Lbs. HS-D243* HS:-0244· HS-0245 .. :. • Une l8ts require Refrigerant • Remote condensers for KM Series Cubers and F Series Flakers I Cubelets • Quiet operation • Improved efftcency; Energy savings • Weather resistant cabinet for longer life • May be installed outdoors up to 55 feet from icemaker using a pre-charged tubing kit • For installations exceeding 55 feet, contact Factory Serivce Department Warranty Valid in United States, Canada. Puerto Rico, & U.S. Territories • Contact factory for warranty in other countries When used with KM Series Cubers: Three Year-Parts & Labor on entire unit Five Year-Parts on; air-cooled condenser coil. Five Year-Parts on; SRK Compressor When used with F Series Rakers: Three Year-Parts & Labor on entire unit Five Year-Parts on: air-cooled condenser coil. Five Year· Parts on; SAC Compressor -......... ,. ···---'""' Dave and Busters -Carlsbad, CA. Spec Book lriStep Foodservice Page:~09 • -Hoshizaki URC-22F : • URC-F/SRC-H/SRK(-H/-J) REMOTE CONDENSER SERIES -.. --:I -.1 -~ - Electrical & Operating Limits k URC·Sf I URC-91' I URC.14F I URC..22F I URC·23F ~ • 115V/60/1 (Connection 1ll ieemaker) ~ • AmbientTemp Range 22 ·12:rF ~ • Voltage cRange 104 • 127V f1: . I< SRK-&H(3}1 SRK·10H I SRK·l2H{3) ISRK·14J(3) I SRK·20H(3) ~ . • 208-230V/6011 (COnnection to icemaker) ~: • 208·230V/6013 (COnnection to icemaker) ~ • Ambient Temp R~nge 22 -122•F f • Voltage Range 187-253V r.: tl ' $RC-10HISRC-14H ,, ~ ~ ~ -~ • 203-230V/60/1 (Connection to icemaker) --- - • AmbientTempRange -4·122•F • Voltage Range 187 • 253V REMOTE CONDENSER INSTALLATIOtl OM ROOf For best perfomtance alloW 24 inch clearance for air circulation. Remote condenser should not be more than 33 feet above the KM loemaker or no more tflan 10 feet below il These distances are·measured from fitting to fitting. I I l 1 43 l ltem#K89 • • (!) UHG-1-/::iHG·H/l:iHK·H . 03/24116 Jo.t • Item# 13084 Gl . .: . SRC·14H 35 Jilt X 25 til X 37 W X D X H l <45 l SRK·8Hl3) 3511/llr25 ax 37 W X 0 l H SRK-10H /SRK·12H(3}/ SRK·14.1(3) 50 lC 1914x 43 SRK·20HI3} 59"'6X1914X45 W X 0 X H - -------- - lcemaktlr and Stora~ Bin sold separately Tubing lUis (Sold $eparatetf) Refer to SP£CIRCAT\OHS 1iible to llelllnnine ~ Tubl!tg !(it Number lor Rem$ Condeflter Unit Specified. URC·5F 211W X 14 1111 X 3213116 W l D X H InStep Foodservice W lC D X H Page:310 ------------ - - - .... --- Washer-Extractors Cabinet Freestanding Refer to Page 6 for Model Identification 18, 25, 30 and 35 Models 100, 135, 165 and 200 ModelS • Keep These Iostructious for Futuft Refeftnce. (If this machine cllanges ownership, this manual must accompany machine.) -----Laundry Systems www.comlauadry.c:.ont - - Part No. 9002106Rl November 2011 I ·---Speclftcatlons and Dimensions * * -General Specfficattons Model &I 76 100 131 185 200 --Overan Dimensions Overall width J5.4in. 41.8 in. 47.3 in. 47.3 in. 51.8 in, 5Uin. -(900mm) (l060mm) (1200 mm) (1200mm) (1300mm) (l300mm) -Overall height 60.8 in. 61.4 in. 75.6 in. 75.6 in. 82.7in. 82.68 in. (1544mm.) (l560mm) (1920 mm) (1920 mm) (2100 mm) (2100mm) -Overall depth 40in. 46 in. 52.4 in. 59.1 in. 63.8 in. 7Ll8in. -(1016mm) (1168 mm) (1330 mm) (1500mm) (1620mm} (l808mm) Weight and Shipping lnfonnatlon Net weight 1247lb.. ~· 335llb. 3626lb. 46301b. 6393.4Jib. -(570kg) (86Skg) (1520kg) (1645 kg) (llOOkg) (2900 kg) -Sbipping weight l380lb. 21941b. 374llb. 40171b. Sill lb. 6613.86lb. (630kg) (995 kg) (1697kg} (1822 kg) (2319kg) {3000kg) -Shipping volume 54.9 ftl 74rt3 UHf 131 ftl 162 rt3 217.89rt3 (1.5 m~ (2.1 m3) (3.3 m3) (3.7m3) (4.4m~ (6.l7m3) -wash Cylnder Information • Cylinder diamet« 29.5 in. 33.Sin. 31.6in. 38.6 in. 43.1 in. 43.11 in. -(750mm) (SSOmm) (980mm) (980mm) (1095 nun) (1095mm) • Cylinder depth 20.9'in. 2l.l in. 23.5 in. 30.5 in. 30.5 in. 37.68in. (530mm) (537mm) (597mm) (175mm) (775mm) (957mm} -Cylinder volume 8.27tP 10.76 ttl 15.92 rt3 20.66 ftl lS.&ttl 31.748 ttl -(2341) (305 l) (4511) (5851) ('730 l) (90011) Perforation sUr.e 0.1 in. 0.1 in. 0.1 in. 0.1 in. 0.1 in. 0.1 in. -(3mm) (lmm) (lmm) (3mm) (lmm) (3 mm} • Door Opening rnrannatton Door openiag a 15.6 in. lS.6 in. 19.7 in. 19.7in. 24.5 in. 24.5in. (395mm) {39Smm) (500mm) (SOOmm) (622mm) (621mm) • Height of door~ above 22 in. 22in, 25.5 in. 25.5 in. 28in. 23.74 in. floor (559mm) (559mm) (648mm) (648nun) (710mm) (603mm) -• ---• • -• 10 0 Copvright. Alliance Laundfy Systems U.C-00 NOT COPY or TRANSMIT 9002106 -- - --- --- • -------- - --- ------•• 1 2 3 4 5 6 9002106 I .... ~~~. (1 ..... 1111111 .... ~~~. 1111hll~ 11 28Ain. (l'%1IMIJ Fit and Supply Ventilation Cold Water Inlet (Required) Hot Water Inlet (Required) Cold Water Inlet (Required) Ftushing Supply Dispenser External Uquld Supply Inlets 5 t.lln. ,___...,_-+-(112 fMII 2 3 4 ==== a:::::D .a::::::r. ~ a:::::A == == «=:::::L c:::::::ll c:=J.\ d:::=:ll I I 4.1111. L 4.1111. (104IMIJ (104-· ( Specifications and Dimensions I • 7 ... ln. C1t11M11 9 CI'S471N 55 POUND CAPACITY MODELS F-.gure9 7 8 9 10 11 Electlical Power Input ~I Supply SV~allnput Drain Outlet Reuse Draln Outlet (Optional) Steam Connection Input (Optional) 0 COpylight. Allianoe Laundry Systems lLC-DO NOT COPY Of TRANSMIT 19 -----• ------.... ----- - - ----------- Specifications and Dimensions 1 2 3 4 5 6 20 .,~.,.ln. (1J111111ftt IUtn. (1Wmml lin. CZZtmmt 1 -4.1 ln. [104111111) ll .tin. (102n-. LJ-------n,.-tl~ 2 •• 71ft. (Wmcnt u~r& . to-:0 === == == == • 15 POUND CAPACITY MODELS Fill and Supply Ventilation Cold water Inlet (R4qUired} Hot 'Nater Inlet (Required) Cold Wllter Inlet (Required} Ftuthing Supply Dispenser External Uquid Supply Inlets Figure 10 7 Elec:tri<:al Power Input 8 External~ Signal Input 9 Drain OUtlet 10 Reuse Drain Outlet (Optional) 11 Steam Connection Input (Optional) OCopyright, Aliance Laundry Systems LtC-DO NOT COPY or TRANSMIT 9002106 - ----... -- -------- - - "-'---------- Machine Foundation Th,oroughn.e,ss of detail must be stressed with all foundation work to ensure a stable Wlit installation. eliminating possibilities ofexcessive vibration during extract. CAUTION Ensure that the machine Is installed on a level floor of aufftclentatnmgth and that the recommended clearances for Inspection and maintenance are provided. Never allow the Inspection and maintenance space to be blocked. The machine must be placed on a smooth level surface so that the attire base of the DUIOhine is supported and rests on the mounting surface Installation The standard installation does not require anchoring unless mandated by state or local codes. Static and dynamic loads on the .ftoor oc fotmdation are shown in Table 2 . Table 2 can be used as a refaence when designing floors and foundations. If installing a foundation and pad. prepare a form for the above-ground portion of the foundation. Verify that the top of the foundation is level The height of the foundation and pad must not exceed 8 inches (203 mm) above the existing floor. IMPORTANT: Mouatblg bolts MlJSI be used for installation on flee 18. 25 and 35 pouad models equipped with steaiM heat and models installed 011 metal base fr .. es. Refer to Mouating Bolt Iastallatioa. k £:_ FlOor Load Data Model 18 25 30 33 3S .. 56 71 100 1SS 185 200 Kinetic Energy or cbe 1386 1730 2592 2736 3240 4105 6640 12404 18361 23157 29581 29581 Cyti~(Nim) ~&«om 700116 750/16 1000/16 1200/16 1200/16 1200/16 1700/lS 2000115 2960/13 3900113 4960/13 6100113 Load. (N!Hz) Table2 9002106 0 Copyright, Alianoe Laondl'y Systems lLC-00 NOT COPY or TRANSMIT 25 - ---------.. -------• --------• ---.. -• * * Installation Model 18 25 Drain lin. 2ia ·on (51 mm' (51 mm) size.m Number of drain 1 1 ~dets !Drain flow 21.13 21.13 pPacity gal/min gal/min (80 (80 llmin) llmin) IReeom- 2.5 ttl 3.3 ttl !drain pit (721) (9S l) ~zc Model 1 18 lin. (51 mm) 25 2ia (51 mm) 30 lin. (51 mm) 33 lia (51 mm) 35 2ia (51 mm) 40 lin. (51 mm) 55 3 in. (76.2mm) 75 3 in. (76.2mm) 100 3 in. (76.2mm) 135 3 in. (76.2mm) 165 3 in. (76.2mm) 200 3 in. (76.2mm) 30 33 2in. 2in. Kst mm) (50mm) 1 I 20 21.13 gal/min gal/min (76 (80 l/min) llmin) 15 ttl 5.1 ttl (70.31) (1451) 2 lin. (76.2mm) 3 in. (76.2mm) 3 in. (76.2mm) 3 in. (76.2mm) 3 in. (76.2mm) 3 in. (76.2mm) 4 in. (102mm) 4 in. (l02mm) 4 in. (102.mm) 4 in. (102mm) 4 in. (102mm) 4 in. (102mm) * oratn 1nronnattOn 35 40 55 75 100 2in. 2ia lin. 3 in. 3 in. (51 mm) ~50mm) {76.2 (76.2 (76.2 mm) mm) mm) 1 1 I 1 1 32 21.13 73 73 73 gal/min gal/min gal/min gal/min gallmjn (120 (80 (280 (280 (280 llmin) l/min) llmin) llmin) llmin) 5.8 ttl 6.4al 8.J·fP niP I6al (165 I) (181 1) (235 I) (3041) (455 l) Table 3 Drain Une Sizing Minimum Drain ID Number of Machines 3 4 5 3.5 in. 4in. 4.5 ilL (88mm) (102mm) (114mm) 3.5 ilL 4 in. 4.5 in. (Simm) (102mm) (114mm) 3.5 in. 4 in. 4.5 in. (88mm) (102mm) (l14mm) 3.5in. 4in. 4.5 in. (&lmm) (102mm) (ll4mm) 3.5in. 4ia 4.5in. (88mm) (lOlmm) (ll4mm) 3.5 in. 4 in. 4.5in. (B8mm) (102mm) (U4mm) SilL 6in. 6.7ia (131 mm) (152mm) (170mm) Sin. 6in. 6.7in. (131 mm) (152 mm) {l70mm) 6in. 7in. Bin. (lSlmm) (177.8 mm) (203 mm) 6 in. ?in. 8 in. (152mm) (177.8 mm) (203mm) 6in. 1in. 8 in. (152 mm} (177.8 mm) (203mm) 6in. 7in. Sin. (152mm) (177.8 mm) (203 mm) Table4 46 0 ~ Alliance Laundry Systems UC-DO NOT COPV or TRANSMIT 135 165 200 3 in. 3 in. 3 in. (76.1 (76.2 (76.1 mm) mm) mm) 1 2 2 73 73 73 gall min galhnin gall min (280 (280 (280 llmin) Vmin) llmin) 20fP 24al 31.8 ttl (5751) (6791) (900 1) 6 7 Sin. 55 in. (124mm) {140mm) Sin. S.S in. (124mm) {140mm) Sin. 5.Sin. (l24mm) (140 mm) Sin. S.Sin. (124mm) (140mm) Sin. s.s in. (ll4lDJil) (140mm) Sin. s.s in. (124mm) (140mtn) 7.3 in. Bin. (186mm) (203mm) 7.3 in. Bin. (186mm) (203 mm) 10 in. 12in. (254mm) (305mm) lOin. 12in. (203 mm) (30Smm) 10 in. 12in. (203mm) (305mm) 10 in. 12 in. (203mm) (305mm) 9002106 ·------• -• ---- ---------------.. .. ---- Water Connection WARNING To prevent personal Injury, avoid contact with inlet water temperatures higher than 12s• Fahrenheit (51• Celsius) and hot surfaces. W14 The 18-135 pound models are delivered with three hoses with 3/4 inch hose connectors. The 165 pound model is delivered with 3 x 1 inch and 1 x 3/4 inch hose ~. These hoses fit the water inlet valves of the machine and 1he main water inlet taps. In case of boiler fed macltines. a maximum temperature ofhot water of l94°F (gooc) should be available. Connections should be supplied by a hot and a cold water line per national and local codes. Installation To connect water service to machine with rubber hoses, use tbe following procedure: 1. Before installing hoses. flush the water system for at least two minutes. 2. Check ftlters in the machine's inlet hoses for proper fit and cleanliness before connecting. 3. Hang the hoses in a large loop, do not allow them to kink . If additional hose length is needed, flexible hoses with screen filters arc required Each hoso should have a screen filter installed to keep rust and otbet fOreign particles out of the water inlet valves. Pressure of3().;85 psi (2-5.7 bar) provides best performance. Although the machine will function at lowm-pn::ssures. increased fin times will occur with some loss of supply flushing. Suitable air cushions (risers) should be installed in supply lines to prevent "hammering." >k >K water Supply Model 18 21 30 33 35 40 a-76 100 135 166 Wfilll:z inlet 0.75 ill. 0.75 in. 0.7S in. 0.1S in. 0.75 in. 0.15 in. 0.15 in. 0.75 in. 0.75 in. 0.7Sin. 1.0 in. 0.7Sand (19mm) (19mm) (19mm) (19mm) (l9mm) (19mnt) (19mm) (19mm) (19mm) (19mm) (25 nun) 1.0 in. lsi* (19 and 2Smm) !Number of 3 3 3 3 3 3 3 3 4 4 4 4 lwaecr inlca ~stalcbnt) IJ.ecom· 3()..&5 30-85 30-85 30-85 30-&5 3()..&5 3()..85 3()..85 30-85 30-85 30-85 30-85 ~ psi psi psi psi psi psi psi psi psi psi psi psi Pressuse (2-5.7 (2-5.7 (2-5.86 (2-S.7 (2-5.7 (2-5.7 (2-5.7 (2-5.7 (2-S.7 (2-5.7 (2-5.7 (2-5.7 bat) bat) bat) bar) bat) bat) bat) bat) bat) bar) bar) bat) flalctflow S.3pl/ Ugal/ 5.3 geJI 5.3gall S.3gall 5.3 pJJ 12 gal/ 12gal/ 12gal/ 12 gall 25 gall 25 gall ~ICily min min min min min min min min .min min min min (2011 (2011 (2011 (20 II (20 II (20 II (4511 (45 II (45 11 (45 II (95 11 (951/ min) min) min) min) min) min) min) min) min) min) min) min) Table 5 9002106 C Copvrigtlt, A1iance Laundry Systems LLC-DO NOT COPY or TRANSMIT 47 - --lnstaltatfon --Electri~l Specifications VoJtate Designation standard Electrtc Heat ""' -- "0 • ... s rc .. -· =J • i .!! : , . -~ "s ...as.il C)N • i :lea :s. , 'g u • __ a. ,ge ii!Ji ee li 0 ~ ?i .c 'S.3E I.€ :I 0 Q. "" <II( om um N 440-480 50160 3 J;:I'E 6 IS 1412.5 20 25 1016.0 .. -p 380-415 5QI60 3 l+N+PE Not available 17 20 1214.0 18 Q 200-240 50/60 3 3+PE Not available 28 30 1016.0 X 200-240 50160 1/) 213+PE 10 15 141l.5 Not available -N 440-480 50160 3 3+PE 6 15 1412.5 21 25 10/6.0 -p 380-415 50160 3 l+N+PE Not available 18 20 12/4.0 25 Q 200-240 50/60 3 3+PE Not available 29 30 10/6.0 .. X 200-240 S0/60 1/3 2/J+PE 10 IS 14/2.5 Not available p 180-415 50/60 3 3+N+PE Not available 36 40 8/10.0 -30 Q 200-240 50/60 3 3+PE Not available 49 60 6/16.0 -X 20()..240 50160 1/3 213+PE 18 20 12/4.0 Not available N 440-480 50160 3 3+PE 6 15 1412.5 32 40 8110.0 --p 310-415 50/60 3 l+J'If+PE 18 20 12/•t.O 44 so 8/10.0 33 Q 200-240 50160 3 3+PE 18 20 12/4.0 63 70 4125.0 X 200-:240 50160 1/3 213+PE 18 20 12/4.0 ~available -N 440-480 50/60 3 3+PE 12 15 1412.5 41 50 8/10.0 -35 p 3«0-415 50/60 3 3+N+PE Not available 36 40 8110.0 Q 200-240 50160 3 3tPE Not available 58 60 6/16.0 o!l" X 200-240 50160 1/3 2/l+PE 12 15 14!2.5 Not av.illble -N 440-410 S0/60 3 l+PE 6 15 1412.5 32 40 8110.0 """ 40 p 310-415 50/60 3 l+N+PE 18 20 1214.0 44 50 8110.0 Q 2Q0..240 50/60 3 3+PB 18 20 12/4.0 63 70 4125.0 X 200-240 50160 1/3 213+PB 18 20 1214.0 Not available -N 440-480 50160 3 l+PE 12 15 1412.5 41 so 8110.0 ""' '* -55 p 380415 S0/60 3 l+N+PB Not available 36 40 8110.0 Q)J 200-240 50160 3 3+PE Not available 58 60 6/16.0 X 200-240 50/60 113 2I3+PB 16 20 141'2,5 Not available -· f -N 440-480 50160 3 3+PE 12 15 1412.5 41 so 8/10.0 75 p 3~-415 50160 3 l+N+PE 12 15 1412.5 36 40 8/10.0 Q., ~ 200-240 50/60 3 3+PE 15 20 1214.0 58 60 6/16.0 -N 440-480 50160 3 3+PE 17 20 12/4.0 62 70 4125.0 100 p 380-415 50160 3 3+N+PE 17 20 1214.0 55 60 6/16.0 -Q 200-240 50160 3 3+PE 18 25 1016.0 88 90 3135.0 N 440-480 50/60 3 3+PE -17 2S 1016.0 62 70 4125.0 136 p 380-415 50/60 3 J+N+PE 17 25 10/6.0 5S 60 6/16.0 -Q 200-240 50/60 3 3+PE 20 30 10/6.0 88 90 3135.0 -Table 6 (continued) ---9002106 0 Copvnght. Alliance !Aunqry Sy$tems W::-DO NOT COPV or TRANSMIT 49 -• ~TC-"'C·""C~--r'-. '" '""""--····----.. I AIUance M_,.uta<;turlna UTOSSNQT Item 111.112 I I ~h~:i set"Vla!S • I spedfktltiorrs 04/DflJ116 ITEM# La2 ·LMINDRY (UA~ I Alliance lftOSSi'iiQI: Dryer <BY Other> I I I I I I I I I I I I I I O.Ve all4lll!stets • eart~ CA..Spe!: 80111< 111Step FQodseniic;e Plfl'!l468: I I I I I , I I I I I I I I I I I I I Alliance Ulll~NQT Drying Tumblers NO'tA1..._ .. .._. dDa coplalle~ illSQ!dttf' i*. elllPi~ ..... www..cxJIIIIM•pdry.-. 50 Pound Capacity 75 Pound Capacity Refer to Page S b M!Xld Identification Keep'n. ....... $111!.~·~ (If this lllllllhiuedwlps -mlp.ihkmaaual m!J5t liCCOmjlany madtlne.) -Laundry Systems ltem#LR2 Alliance UTOSSNQT ltem#LR2 Specifications and Dimensions SO Pound 75 Pound Specifications 050 075 F75 Noise level measured during 63dBA 69dBA 67dBA operation at operator position of 3.3 feet (1 meter) In front of machine and 5.2 feet (1.6 meters) from floor. Net Weight (approximate): 545 615 ,:110. Pounds (kg) (247) (279) (322) Cylinder Size: 37 X 30 37 X 36 37 X 36 Inches (mm) (940 X 762) (940 X 914) (940 X 914) Cylinder Capacity (dry weight): 50 75 75 Pounds (kg) (22.7) (34) (34) Air Outlet Diameter: 8 8 10 Inches (mm) (203) (203) (254) Maximum Static Back Pressure: 0.5 0.5 0.5 W.C.L (mbar) (1.3) (1.3) (1.3) Maximum Airflow: 750 Gas/Steam 60Hz no (434) 1100 C.F.M. (Usee.) (354) Gas/Steam 50 Hz 750 (354) (518) Electric 750 (354) Motor Horsepower: Non reversing 1/2 3/4 N/A Reversing Fan 1/3 1/3 1 Cylinder 113 l/3 1/3 Gas Models Gas Connection l/2 in.NPT 112 in.NPT 314 in. NPT Gas Consumption: 120,000 165,000 215,000 Btulhr (Mj/hr) (126.6) (174.1) (227) -.... Electric Models Heating Elements: 21 kW (240 V/50 Hz) 30kW N/A Kitowatts(kW) 30 kW (other voltages) Steam Models Steam Connection 3/4 in. NPT 3/4in.NPT N/A Steam Consumption: 5.1 6.1 N/A Boiler Horsepower (Btu/hr) (177,500) (210,300) ... N/A =Not Applicable .... M414905 C Copyright. Alliance l.allndry Systems LLC-DO NOT COPY or TRANSMIT 11 Dave and Busters -Carlsbad, CA. Spec Book InStep Foodservice Page:481 - - ..... - '"" - - Alliance UTOSSNQT Specifications and Dimensions Cabinet Dimensions -----C----~ 1+----B---~ l A l_ A Models * ** * 050 30.75 in. 28.75 in. Z8.25 in. Gas and (781 mm) (730mm) (717 mm) Electric 050 30.75 in. 28.75 in. 28.25 in. Steam (781 mm) (730mm) (717 mm) 075 30.75 in. 28.75 in. 28.25 in. Gas and (781 mm) (730mm) (717 mm) Electric 075 30.75 in. 28.75 in. 28.25 in. Steam (781 mm) (730mm) (717 mm) F75 30.75 in. 28.75 in. 28.25 in. Gas (781 mm) (730 mni) (717 mm) * A, H. S and U models prior to Serial No. 03o8001307 and all other models. B ** 33.87 in. (860mm) 33.87 in. (860mm) 33.87 in. (860mm) 33.87 in. (860mm) 33.87 in. (860mm) .... ** A, R N, Sand U models after Serial No. 0308001307. D c D 47 in. 76.625 in. (1194 mm) (1946 mm) 47 in. 80in. (1194 mm) (2032mm) 53 in. 76.625 in. (1346 mm) (l946rnm) 53 in. 80in. (1346 mm) (2032mm) 53 in. 76.625 in. (1346 mm) (1946mm) 12 C Copyright, Alliance Laundry Systems LLC-DO NOT COPY or TRANSMIT _ Dave and Busters -Carlsbad, CA. Spec Book InStep food service ltem#LR2 0 Th18810N E 38.625 in. (981 mm) 38.625 in. (981 mm) 38.625in. (981 mm) 38.625 in. (981 mm) 38.625 in. (981 mm) M414905 Page:482 Alliance UTOSSNQT Item #LR2 Specifications and Dimensions Exhaust Outlet Locations .. B c ,___ _______ . I-+- TMB811N Models A B c 0501075 5.375 in. 8 in. 13.375 in. (137 mm) (203 mm) (340mm) F75 6.5 in, 10 in. 6.5 in. (165 mm) (254mm) (165 mm) - - .... M4t4905 C Copyright, Alliance Laundry Systems LLC-DO NOT COPY or TRANSMIT 13 -Dave and Busters -Carlsbad, CA. Spec Book InStep Foodse!Vice Page:483 Alliance UTOSSNQT Specifications and Dimensions Gas Connection Locations B - - Models Diameter A 050 1/2 in.NPT 15.5 in. (394mm) 075 1/2 in. NPT 15.75 in. (400mm:) F75 3/4in. NPT 15.75 in. (400mm) 14 C Copyright, Alliance Laundry Systems LLC-DO NOT COPY or TRANSMIT -Dave and Busters -carlsbad, CA Spec Book • InStep foodservice Item #LR2 TMB812N B 65.75 in. (1670 mm) 65.75 in. (l670mm) 65.75 in. (1670 mm) M414905 Page:484 Alliance UTOSSNQT Item #LR2. Specifications and Dimensions Electrical Connection Locations B B GAS AND STEAM ELECTR1C TM66\3N Models A 8 Gas and Steam 9.5 in. (241 mm) 63.5 in, (1613 mm) Electric 19 in. (483 mm) 64 in. ( 1626 mm) NOTE: These figures are approximate dimensions only. - , ... M414905 C> Copyright, Alliance Laundry Systems LLC-DO NOT COPY or TRANSMIT 15 Dave and Busters -carlsbad, CA. Spec Book 41 InStep Foodservice Page:485 Alliance UTOSSNQT ltem#LR2 Specifications and Dimensions Steam Connection Locations B 0 -- 0 TM8814N Models Diameter A B c D 0501075 3/4 in.NPT 15.25 in. 72.75 in. 7.5 in. 64.75 in. (387 mm) (1848mm) (190 mm} (1645 mm) - - - 16 0 Copyright, Alliance Laundry Systems LLC-DO NOT COPY or TRANSMIT M414905 -Dave and Busters -Carlsbad, CA. Spec Book InStep Foodservice Page:486 - Titen Hoe Design Information -Concrete Titen HO® Allowable Tension Loads in Soffit of Normal-Weight or Sand-Ughtweight 1*1 ktJ. ~· Concrete-Riled Profile StEle! Deck Assemblies (f'c == 3,000 psi) -Seismic Load c:J Nom•nal M:n:mLn' Allowable Tens1on Load (lb ) _ Anchor 11 a Embco End D stance Lower FlutB Upper Flute on ) Deptll c, r SOC A-8' SOC C-F -SOC A-13 SOC C-f' r.n 1 (m l Uncra~ked Cracked tJncra:ked Cracked Uncracked Cracked Uncracked Cracked .. 1% _, __ ...J_>L_ 450 195 340 145 705 300 530 225 'A ---·--,·---------·-·~ ~-------·-· ---" ~ ·--~ -~------r--... --- 21.>2 4 580 245 435 180 1300 545 975 410 17,', 21h 375 170 280 130 495 230 375 170 *' 21h 3% 870 395 650 :m 1h 2 2% 590 415 440 310 1105 775 830 580 -----·j· 930-, 695 3% ____ Ji.~ 1J2~·-·'---995 --~-·----·---~ ------···--·--· -----··'" -·-·· --~·-·· - 1 . Allowable tension loads are calculated based on the strength design provision of ACI 318-11 Appendix D using a corntersion factor of " = %.1 = 1.43. The conversion factor a is based on the load combination assuming 100% seismic load. 2. Tabulated values are for a single anchor with no influence of another ancf1or. 3. Interpolation between embedment depths is not pem1ittecl. 4. The allowable tension load listed fQr SOC (Seismic Design Category) A-8 may also be used in SOC C-F when the tension component of the strength-level seismic design load on the anchor does not eXceed 20% of the total factored tension load on the anchor associated with the same load combination. 5. When designing anchorages in SOC C-F. the designer shall consider the ductility requirements of ACI318·11 Section 0.3.3. 6; Tension deslgo strengths in SOC C-F have r-t1 adjusted by 0. 75 factor In accordance with ACI 318-11 Section 0.3.3.4.4. 7. lnstallatloo must oomply with Figure 1 on page 187. • See page 121or an explanation at the load table iCons. CJ) !,._ 0 ..c ' ' '._) c <( . 191 ~il Mechan1CO> Ancho-ing Systems 3.3.4 KWIK Bolt TZ Expansion Anchor Table 7 -KWIK Bott TZ Carbon and Stainless Steel Allowable Nonseismic Shear (ASD), Steel (lb)1AA4.5.& Diameter on.) Allowable Steel Capacity, Shear Carbon Steel Stain~ Steel 3/8 1,925 2,530 1(2 2,945 3,685 5/8 4,335 5,290 3{4 7,325 8,415 1 Single anchofs with no edge or~ anchor spacing reductions and no supplementa(y reirtforcement (COfldition B). 2 Strength design load combinations from ACI 318 Section 9.2. ASO load combinations from ASCE 7 ·05, section 2. 3 For strength design, the required strength = 1.60 + 12L. For ASD, tf1e factored load " 1,00 + 1.0L Conversion fac1;or a is calculated by dividing the ACt 318 required strength by the ASCE 7 factored load. 4 AS0=¢ .. oa~·V .. Ja=0.75·V • .f1.4 Table 8 • KWIK Bolt TZ CarbOn and Stainless Steel Allowable Seismic Tension (ASD), Normal-Weight .... I Cracked Concrete (lb)1,u,4,5 I Cooarete Compressive Strepgtf12 Diameter h.,(m.) f". = 2500 psi f'. -3000 psi f' •.. 4000 psi f'c c~ 6000 psi -l Carbon Stainless Carbon StainlesS Carbori Stainless Caftlon stainless Steel Steel Steel Steel Steel steel Steel Steel 318 2 774 882 937 966 1.,082 1,115 1,225 1,366 ::t/2 2 90S 1,198 992 1,3t2 ~-~~-1,515 II 1,297 1,856 <> L\'10 """'"' , , .... _?-'1c'7_~ II 2,651 2,907 ..,. •r ,_ ' . . 3-1/8 1,769 1,769 1,936 1,938 2,238 2,236 2,533 2,741 5/8 4 2,562 2,200 2,806 2,410 3,240 2,78$ 3,668 3.408 3/4 3c3f4 2,325 3,055 2,547 3.347 2,941 3,865 3,330 4,733 4-3/4 3,315 3,315 3,632 3,632 4,193 4,193 4,747 5,136 1 Single ancttors with no edge or anchor spacing redi)Ctions and no supplementary reinforcement {Condition B). 2 Strength design load CQmbinafl011S from ACI 318 Section 9.2. ASO load combinations from ASCE 7-05, Section 2. 3 For strength design. the required strength = 120 + 1.0E. FOI' ASO, the factored load= 1.00 + 0.7E. Conversion factor a is calculated by dividing the ACI 31 8 mqumm strength by the ASCE 7 factored load. 4 Assuming a 50% dead and 50% earthquake contributions, a = (12 · 0.5 + 1.0 • 0.5) I (1.0 -0.5 + 0. 7 · 0.5) = 1.294 5 ASO= $""""'.,. · q,-· N,, ... ,.,Ja= 0.65 · 0.75· N9_./1.294 ,._ Table-9 • KWIK Bolt TZ Carbon and Stainless Steel Allowable Seismic Shear (ASO), Steel {lb)'AA<I,$ - - Diameter {in.) Allowable Steel Capacity, Shear Carbon steel StainlesS Steel 3{6 1,565 1,915 112 2,390 2,590 5/8 3,515 4,005 3{4 5,945 6,375 1 Single anchors with no e<;lge or anchor spacing reductions and no supplementary reinforcement (Condition B). 2 Strength design load combinations from ACI 318 Section 9.2. ASO load combinations from ASCE 7 ·05, Section 2. 3 For strength design, the required strength • 1.20 + 1.0E. For ASD, the factored load = 1.00 + Q. 7E. Conversion factof a is calculated by cfrviding the ACI 318 required strength tJY the ASCE 7 f;lctored load. 4 Assuming a 50% dead and 50% earthquake contributions, a= (1.2 · 0.5 + 1.0 · 0.5)/ (1.0 • 0.5 + 0.7 · 0.5) = 1.294 5 SeismicASD =¢_,-ell-· V..,/a = 0.75 · 0.75 · Veq/1.294 274 Hlltl, Inc. (US) 1 -800-879-BOOO 1 -.us.hi!ILcom I en espallo/1-800-879-5000 I Hllti {Canada) Ccxp. 1-800-363-'1<158 I www.hilti.ca I Anchor Fastening Technl<:at Guide 2011 C\ 1 i I .... .... .... . ., ... "' dol .... • "" .... ·• ... H G E D c 8 4 mm.:. 1. ALL UNITS ARE DESIGNED IN ACCORDANCE Willi APPLICABLE NEMA, UL, ANSI, AHD IEEE STAND AliOS. 2. DRY-TYPE vENTilATED, CLASS AA, NEMA TYPE 2 ENCLOSURE. '·FOR NliMA 3R OUTDOOR APPUCAOON, USE WEAlltERSHIELO # WS62. 4. TRANSFORMERS ARE FLOOR MOUNTED. 5. 220"C CI..A$8 lfi5ULAnoN S'ISTEM. 6. PAINT COLOR 1$ ANSI #61. 1. At.UMINUiol UNITS HAVE ALUMINUM WINiliNGS AIID TBIMINA noNS. COPPeR UNilS !!AVE I;:OPPER WIHOIHGS AND TER~A l10NS. &. MINIWW CLEARANcE OF 21NCHES FROM Tt<E BACI( AND $IDES WKEN INSTALLED IMOOOIIS, AND G INCtteS fROM Til£ BAcK WHEN WEA'Il<ERSHIELOS ARE INSTALLED. H="'~A I G BONDING GROUND BAR :j FRONT VIEW IF CABLE BITRY IS REQUIRED IN THIS AREA BONDING GIIOUfiiD BAR MAY NEED TO BE RELOCATED BY INSTALLER. ~HOLE 81'0TAI.' D t): $"\"' 8 BQTTOM \IIEW 0 L ~ USE KxLBOlltSIOES,AND (II+$) x N ON BOTTOM liS RECOMMEHOED CABLE ENTRY lOCA'IlONS. DIMENSIONS IN INCHES (min) I FRAME A B I FR945 66.18(1681) 4Z.18(1071) L M 6.27(159) 23.07(586) 11iiS DltleHSIOII DRAWING IS FOR REFERENCE Olll Y.IT IS NOT TO BE REGAIIOEO AS c 33.50(851) N 6.00(152) INDICATING THE EXACT DETAILS OF CONSTRUCTlON. PRODUCT CODE: · FEOERAL 10 NO. · 0 E F G H J 35.39(899) 24.88(632) 31.82{808) 39.%2(996) 4.00(102) 5.59(142) p 0.50(13) DFTR S.BaTRAN APPD D.GARCIA s.o. Q R $ T u 6.09(155) 26.30(668) 9.26(235) 4.58(116) 14.50(368 DATE 10/3012015 DATE 1013012015 TITLE DAY TYPE TRANSFORMER OUTLINE TYl'E DRY TYPE TRANSFORMERS K 39.38(1000) v 8.29(211) REV.1 ocrns REVISION DWG FR945 G.O. A~-r--------------~------~----~-----4 De$CfU1'1'1C)H OATE 1 REV REVISIONS 6 4 2 GOINEG-Ait-oate: Job Name: DAQ61230XSK1-0004-3/22/2016 D&B -Daly City IIJ!m Number. I Catalog Number: Designation: V48M28T3316 TP1 H G F E D c B ·• - - - - - - -- 6 5 l!lliE; 1. AU UNITS ARE DEStGN£0 IN ACCOfiDANCE WITH APPLICABLE NEMA, H Ul, AHSI, Atii>IEEE STANDARDS. G f E 0 c 8 2. ORY·l'IPE va<T1U.TED, CtAsS AA,IIIEMA TYI'£2 ENCLOSURE. 3. FOR 11EMA 3R DU1DOOR APPIJCATIDII, USE WEATHEIISI1IEUJ • W$50. 4. TRAIISI'OI!MERS ARE Fl~O. USEWAU-MOUNT BRACl<ET WMBIMI'OR WAU"'IIIUIITIIIG. 5. 220'C CLASS INStJL!o. T10N liVSTeM. 6. PAINT COI.OR IS ANSI 161. 7. AlUMIIIUII UNIT'S HAVE AUJII!NUII' WINDUIGS AND l'£RM!IA'I10HS. COPPER UNITS HAVE COPPER -DINGS AND TERMINATIONS. 8.. IIIHIMUIII CLEMAI<CE OF !INCHES !'ROll THE BACK AND SIDES WHEN INSTIIUI!D INDOORS, ANO 6 tiiCI1es FROM THE SACK WHEN WEATHERSHIELDS ARE INSTAUED. BONOING GROUND BAR IF CA8l.E EII'MY 1$ REGIUIREU IN 1liiS AREA BONDING GROUND BAA MAY fEED TO BE RELOCATED BYIMSTAUER. I FRAME A fROKTYJEW BOTIQMYIEW 8 c 0 LFR942 43.00(1092) 30.50(775) 24.110(61 0) 26.03(661) L 4.78(121) THIS DIMENSION DRAWING 1$ FOil REFI!RENCE OILV.IT 1$ NOT TO BE AI!GAIIDED A$ M 15.72(399) INDICA liNG THe EXACT DETAil-S OF COtiS'IRUCTlON. PROOUCTCOOE: · FEDERAL ID 110. • N p S-33(8$) 0.50(131 DfTFr J.C.SOTO APPO D.GARCIA SAl. Ar-~--------------;------;------~-----; REVISION DATE 1 REV OESCAtP~ REVISIONS 6 5 4 00/NEG-IIIt..o.te: DAQ81230X5K1-0004-3/22/2016 Item Number: I Catalog Number. V48M28T7516 3 FRONT 0 L-1--_,-------R------~ E F 16.oo(406) 22.00(5511) Q R 5.59{142) 18.13(460) c USE K x L 80ltl SIDES, AND {II+$) x N ON BOTTOM AS A~ CABLE E1m1Y LOCATIONs. H .I K 16.(11(407) <1.00(102) 3.29(84} 12.30(112) s T u 3.80(971 6.96(177) -+-1 fOEV.1 DCTI1S t,Jc DATE THE INFO!IUA110N ONTtiiSOOCUMENTWAS<;AIO<TEDtrr EA ....... C~llON.IT WAS OISCI.OSED .. CPNftOEIICE Nil> IS"""-Y 1013012015 T08E usee FMTHEI'IJIIPOS£ IN W81CH IT WAS SUf'PUfD. IlliTE TITLE DRY TYPE TRANSFORMER 1013012015 OUTLINE TYPE DRY TYPE TRANSFORMERS G. G. OW& FR942 3 Job Name: D&B -Daly City Designation: TP2, TA1, TB1 ... Ud'~ lr!t" .. SHEET 1 Of 1 H G f E D c 8 A ''·'f.~ "" .... .... .,.. ... .... LPI - I ~ r: Panet ·~ c F Hl Type; Type: Type; Mise PRL1 PRL1 I C1 , Illig. MLO MLO Pan 'cai;;; 'Gabie . No Cable I 1 p 0 0 F :Er • [] [] s 0 0 1 L1 J 7 [] 0 a Type Mise • [] 0 I Mig. 1 Pan [QJ cable 1 Front Vrew Struct Depth Width L 1\11~1 ~·J 36 20 45 $$$ Power Flow $ Structure 1 Ship-Inches Shio-MM Wdth-lnches 36.00 Wdtti-MM 914 Oepth(lnner)-ln. 18.00 oeDttlitnnerl-MM 457 Oepth(Outer}-ln. 18.00 Oepth(Outeri·MM 457 Height-Inches 90.00 Heiaht-MM 2286 We.ight.t.bs.(Est.) 895 Welaht-Ka.CEst.l 405 The Information on till$ document 1$ PREPARED BY created by Eaton Corpomon. it is BLAKE WAITS dfs<:losed in confidence and It fs only to be used for the purpose in wftich it is APPROVED BY supplied. >IEG-&T Numbar REVISION DA081230X5K 1.0()0( 0 Mtg Pan Total of 3 Structures. Total Weigbt of 2020 Weight-Lbs. Total of 3 structuteS. Total Width r:l101 lnchfis 2 ~ 101.00 2565 20.00 45.00 508 1143 18.00 18.00 457 457 18.00 18.00 457 457 90.00 90.00 2286 2286 725 400 328 181 DATE 312212016 Eaton DATE JOB NAME DESIGNATION VERSION TYPE 6.0.8.0 Switchboards l DWGSIZE G.O. DwgA SumterSC D&B • Daly Cijy LP1 DAAW!NG 'IYPE CustAppr ITEM I SHEET 2of.8 MoP - I]] [CJ t;i] f~· ~Pn Lm 2p[] [] F • [] [] 6 [] [] 8 [] [] 9 0 0 11 0:::0 Front View lol ~::L~l toJ Width 30 36 .... Power Flow 1 ! ··"" See 'IA32.043 For f1<)or Plan Detail Floor Plan Top/Bclaom Rear Cable Exit ~.00 112.00 2.511 2.5D i. *- 7 'I' -t .... 3JXJ .. -t l.!-100 .., -lOtal af2 Stt'Udu!es, Total Weight of 1562 Weigbi-Lbs. TOiaf of 2 Sltudu,.,., Total W;,jtj> of 66 lnche$ Structure 1 2 Ship-Inches 66.00 Shif)-MM 1676 WdttHnches 30.00 36~00 Wdth-MM 762 914 ·-Oepth(lnner)-.Jn. 30.00 30.00 DeDthilnnerl·MM 762 762 Depth(Outer)-ln. 30.00 30.00 oeirth(outer)-MM 762 762 Height-Inches 90.00 90.00 Helght-MM 2286 2286 Weight-Lbs.(Est,) 690 892 Weraht-KaJEsU · 312 404 The Information on this document is PAEPARE!l BY DATE ·- creatH by Eaton CorpOration. It is BlAKE WATTS 3/22/2016 Eaton SumterSC disclosed 11'1 confidence ll1'ld It is only to APPROVEOBY DATE JOBw.ME 0&8 -Daly City be used for the purpose in whk:h It is suppllecj. DESIGNATION MOP VERSION TYPE DRAWING 1'YPE 8.0.6.0 Switchboards Cus!Appr NEG-ALT.,_ REVISION I DWGSIZE G.O. ITEM I SHEET DA081230~1.{)()()4 0 DwgA 2of4 - l j • t I j • i I i t l t ! l 1 * i ' i • • • Aluminum Windings Losses (Watts) Effoclencv" lli'Tiise+20t) % Retulatlon 00£2016 Inrush TP1 Cotaloc TompRist Sound Level Weight Total £ffkfency Absolutt Practical OOE2016 Catalog Number Style kVA dB (porNEMA Frame Wrg Diac NO Load @Rise t-0.25 0.50 0.75 Fulll0<1d 100" PF 80%PF "Imp X R N\Jmbet ·c (los.) Trlse+20 Trise+20 Trlst ... 20 (.3Sl! Max Mu ST-20) 20 load 7S'C) (Amps) (Amps) l-Phose 41DV Oelt .. 208Y /120 V48M28tl516 VlSOAOOl V48M28Tl5EE 15 150 45 FR939 2808 221 6o4 517 97.SO 97.49 96.94 96.27 3.41 404 4.04 2.08 3.46 97.89 211 70 \148M28T30!6 V30DA001 V48Ml8T30EE 30 150 45 ff\940 2808 405 121 68<J 97.86 98.08 97.79 91.J7 <.25 2.49 2.~ 1.13 2.25 98.23 653 218 V48M28T4516 V45D ... 001 V48M28T45EE 45 ISO 45 FR940 2808 4]6 125 ~20 ~-~ 98.13 97.65 97.10 2.64 3.74 3.75 2.64 1.67 98.40 494 165 48M_ZB 516 V75DAO\ll V4BM28 SH 75 150 50 FR942 2808 609 193 1,761 98.41 91.34 91.94 97.46 2.26 3.116 4.05 3:34 2.29 98.60 810 270 V48M28Tl216 VUDAOOl \148Ml8T 2!E !U.S 150 so fR'f4l 1,808 97() l56 2,306 98.60 911.54 lll.19 97.77 U4 4.14 4.66 4.22 1.99 98.74 905 302 V48M2&T4916 V49DA001 V48M2BT4l!E£ ISO 150 so FR943 1808 1,220. 350 2,560 ?8.66 9a.70 98.43 98.10 1.60 3. 6 3.48 3.09 1.61 98.83 1,549 516 V48M28T2216 VllDAOOl V48M21T22EE 225 150 55 FR944 2808 ,571 489 3,289 98.78 9US 98.63 98.35 1.36 3.51 4.20 3,96 1.39 98.94 2,1&3 721 V46l\112fTl316 V33DA~ V48M18T~EE 300 150 ss FR945 2808 2,157 592 4,178 98.88 98.92 9B.71 98.43 1.29 3.63 4.46 4.26 1.32 99.02 2,193 731 V48028TS516 V48D28TSSEE 500 150 60 99.14 v48~mt& V48D28T77EE 750 1SO 64 99.13 V48M28F 516 V1SDA002 V48M28fl5EE 15 115 45 FR9-39 2808 228 64 472 97.57 9-1.1il !1: .15 ~.55 uo 3.78 3. 2.08 l. 4 97.89 HI 70 V4~F•u16 VJUL>AUUl 41M2~• >UtE 30 115 45 FR940 2808 411 12 sao ~7.ll4 98-b 11.04 9.0 1,91 2.35 _2_.34 1.37 1.90 98.23 589 196 IV48M2If4Sl6 V45DAOOZ V48M~8_F451'E 45 115 45 F~940 2808 438 125 ,156 __ 98,,28 9_8.19 97.75 97.l3 2.49 4.10 4.26 3.44 2.51 98.40 439 146 V48M28F7516 V75DA002 V4iM28F75EE 75 llS 50 FR942 2808 ~2 193 1,655 9!.44 98.41 98.04 97.59 2.11 4.(17 4.45 3.90 2.14 98.60 73 244 48M28 1216 VllOAOOl V48M28FllEE 1<<.5 115 so FR943 2808 978 156 ,236 ··-~1 98. 98.Z4 !r. .83 Uti_ 4,43 5.17 4.81 1.89 98.74 795 265 V48Ml8f4916 V490A002 V48Ml8F49EE 150 115 so FR941 2808 1,237 350 2,400 98.68 98.15 9!.51 98.20 1.48 3.3 3-89 3.59 1.49 98.83 1,341 447 V48M2&F22!6 V220A002 V48M28f22EE 225 15 55 fR944 2808 UD7 489 3,092 9UO 9&.89 98.70 9843 1.26 3.89 4.90 4.73 1.28 98.94 1,830 610 Y48M2.8F33!6 V33DA002 V48M28f33£E. 300 115 55 FR94S 2808 2,1'1; 59Z 3,874 98.90 98.97 98.78 98.53 1.18 3.77 4.80 4.65 1.21 99.02 2,024 675 \14!028FSS!6 V480l8FSSE 500 115 60 99.14 V480Uf7716 VUD~BF77EE 7SO 11S 64 99.23 V48M28B1516 V48M2BB15E£ 15 80 45 97.89 V48M28B3016 V30DA003 V48M2883DEE 30 80 45 FR940 2808 436 us 45,2 98.00 98.44 98.34 98.11 1.45 2.49 2.50 1.76 1. 8 98.23 494 165 V48M28845!6 V~SOA003 V48M28845EE 45 !10 50 Fl!942 2808 609 193 su 98.03 98.57 98.56 98.42 1.12 Bl 2.43 2.01 1.3 98.40 !10 210 V48M2887516 V150,ii.OOJ _V48Ml8117!>EE 75 _ _8()_ 50 Ff\943 2808 ,0 255 .•6S ~8.3 98.7ti 98.70 98.>3 1.06 2.76 3.1 2.81 I. 2 98.60 905 302 48M2881216 V12DA003 V48M28812fE 11.5 80 50 FR943 2808 1,220 JSO 1,220 98.51 9U5 98.79 9$.62 0.99 2.37 2.61 2.31 1.21 98.14 1,549 516 y4BM286491ti V4~DAOI.J3 V41M2BB4ljEE _ 150 -""--5> F~944 280ll 1,571 489 1,244 98.51 !8.94 98.95 98.811 0.74 z.a• 2.80 2.64 0.93 98.83 2,163 n1 V48Ml882216 V22DA003 V48M2882~EE m 80 55 ff\945 808 1,157 592 1.999 98.74 99.04 98.99 98.86 0.80 2. 3 3.35 3.20 0.99 98.94 2,193 131 V48M2883U6 V48M28833EE i!OO 80 55 99.02 V480288S516 V41!0UBSSEE SOQ 80 60 99.14 V480288?716 V48021877£E 750 80 li4 99.23 J.f'hoK4aovo.tta--4tcrt/2n V48M47T1516 Vl50A007 V48M47T1SE£ 15 ISO 45 939 1808 124 64 593 97.n 97.87 97.48 96.55 3.20 3.90 4.07 4.07 0.00 97.89 202 67 V48M4H3016 130DA007 V48M4 7T3_0EE 30 1SO 45 940 2808 2~ 116 808 97.88 98.09 97.78 97.65 2.00 2.40 2_.60 .. 21 2.31 98,23 587 95 V48___M'!7T4S16 V4SDA007 V48M~45EE 45 15u 45 940 2808 324 131 1,439 98.15 98.03 97.54 97.27 2.50 4.00 4.16 2.97 2.91 98.40 486 162 V48M47T7516 V750A007 V48M47T75EE 75 150 51'_ _ll!l 281111 447 15] 1,n7 98,,.. 93.2~ 97.89 97.66 2.10 3.70 4.02 .2 2.35 98.60 847 282 1148111147 1216 V48M47Tl2EE 1 2.5 50 so 98.74 v·~~T 4916 V48M4n49fE 1>0 1 0 5~ 98.83 V4BM47Tt216 V48M47T2ZEE 225 150 55 98.94 V48M47T3316 V48M47TJ.1E£ 300 150 55 99.02 V48047T5516 V48D47TS!iH 500 150 60 99.14 V48047l7716 V48047T77EE 750 ISO 64 99.23 Note: Catalog numbers that do not have data are still in development. Tech data will be edited as new data becomes available. f (/) I..... 0 £: u c <t 192 Titen HD® Design Information-Concrete Titen H[)® Allowable Tension Loads in Normal-Weight Concrete , Tension Load ij@iiM· ( 1111111, : ,_,,. ... jbt;;; Onll Bit Embed Cntlcal Edge ' Critical . . --f' ,3 000 psi .. ·--.. ~ • Size 0 0 th. O;st Spacmg f c 22.000 ps; (13.8 MPa Concrete) i2o/ MPa Aon~retel f c >4,000 ps1 (27.6 MPa Goner (m ) 1a ep 111 111 111 . . " -· · \tn.l 1mm; (mml tmm) llltimale Std. Oev , Allowable . Allowable . lllnmate Std Oev. ; Alia · · ro. (kNl lb. kN) I lb. (kN) 1 lb. (kN) 111. (kN) lb. (kN) I lb. 1 1~ 6 4 2,070 520 635 2,974 74 !3!!1 . r52) (1Q22 -19:.?) -· -@.3J.. --i?·~L __ -.. (1~:?) _(3 . % % 2~ 4,297 1,075 1,315 6,204 ~.5 (9.5) _Q"Q) 3 6 (19.1) (1.8)-~.8)_ (?7.!1) (6. 33A (76) (152) --·7.08i . -· 347 1,770 2,115 9,820 1,434 2,4 (95) (31.5) (15) (7.9) ~.4) (43.n (6.4) (10 2o/• 4,610 1,155 1,4{)0 6,580 1,6 (70) (20.5) (5.1) (6.2) (29.3) (7 ''h 3% 4 8 7,413 412 1,855 2,270 10,742 600 2,€ (12.7) lf2 (92) (102) (203) (33.0) {1.8) (8.3) (10.1) (47.8) (2.7) (i1 5% 10,278 297 2,570 3,240 15,640 2,341 3,f (146) (45.7) (1.3) (11.4) (14.4) (69.6) (10.4) (1 i 2o/4 4,610 1,155 1,400 6,580 1,[ @) (20..:..5J. (5.1) (q.g! (29.~) (7 % % 4~ 5 10 8,742 615 2,185 2,630 12,286 1,604 3,1 {15.9) ... {1Q5) (127) (254) {J!I-~)_ _(__2.7)_ (9,7) (11.7) (54.71 (71} (1: 5o/4 12,953 1,764 3,240 3,955 18,680 4,: (i46) (57.6) (7.81 (14,4) (17.6) (83.1) (2 2o/• 4,674 1,170 1,405 6,580 1, (70) (20.8) (5.2) (6.3) (29.3) (~ o/4 o/4 4% 6 12 10,340 1,096 2,585 3,470 17,426 1,591 4, (19.1) (117) (152) (305) (46.0) (4.9) (11.5) (15.4) (77.5) (7.1) (1 5% 13,765 1,016 3,440 4))55 18,680 1,743 4 (146) (61.2) (4.5) (15.3) (18.0) (83.1) {7.8) (< 1 . The a1towa!lle loads listed are based on a safety factor of 4 .0. 2. Refer to allowable load-adjustment factors for spacing and edge distance on pages 198 and 199. 3. The minimum concrete thickness is 1 'rl! trnes the embedment depth. 4. Tension and shear lOads for the Tlteo HO ancl1or ffii1Y be C001birlad using the eltiptical interaction 13quation (n=%). Allowable lOad may be interpolated for concrete COmpressive strengths between 2,000 psi and 4,000. psi. Titen HrJ$ Allowable Shear Loads in Normal-Weight Concrete Shear load S ze 1 , Dnll B't Embed Dc'pli' CntL,H Ec!gs S ~r-~t~ZJI 1 • 2.000 P~· (13 8 MPa Concrete) ?Q ~'~;~~1~~ri~.1etn• 1, 4 nno ps• 127 6 MPa Co ' 11' 1 D:a (1!1) m tmm• D ,, m tmm) P.l ,, •9 10 ~ \-' u c, -· lmm ~Jit1mate :>ttl Dcv Allowable Allowable Ult~rnate S\d Oev AI lb (kN1 lb {kN) lb (kN) ttl {ktl) lb ikN) lb IKN) I 1~ 6 4 2,912 730 825 3,668 @?) (152) (102) (!_3:0) (3.~ J~.7) (16.3) o/e % 2o/• 6,353 1,585 1,665 ' {9.5) (7"0) 4~ 6 (28.3) (7.1) (7.4) 3'¥4 (114) (152} 6,377 1,()06 1,595 1,670 (95) (28.4) (4.5) (7 .1) (7.4) 2o/4 6,435 1,605 2,050 9,987 .. f!.O). j28.6) J7_1) (9,1) $44.4) 1h ih 3% 6 8 9,324 1,285 2,330 2,795 13,027 597 (12.7) ... {@ (152) (203) (41.5) (5}) . (10.4) ' (12.4) (57.9) (2.7) So/4 11,319 1,245 2,830 3,045 (146) (50.3) (5.5) {12.6) (13.5) 2% 7,745 1,940 2,220 9,987 (7_1}) (~.5) -· (8.:__6) (9.9) <44.4) % % 4Ya 71h 10 8,706 1,830 2,175 3,415 18,607 1,65() (15.9) (1_05) (191) (254) _{38.7) (8.1) .(_9.7) (15.2) (82.8) (7.3) 5o/4 12,498 2,227 3,125 3,890 (146) (55.6) (9.9) {13.9) (17.3) 2% 7,832 1,960 2,415 11,460 (70) (34.8) (8.7) (10.7) (51.0) o/4 'Y4 4% 9 12 11,222 2,900 2,805 4,490 24,680 2,368 (19.1) (117) (229) (305) (49.9) (12,9) (12.5) (20.0) (109.8) (10.5) 5o/• 19,793 3,547 4,950 5,560 24,680 795 (146) (88.0) (15.8) (22.0) (24.7) (109.8) (3.5) 1. The allowable loads fisted ate based on a safefy factor of 4.0. 2. Refer to. allowable loael--adjustment factors for spaciog and edge distance on pages 198 and i 99. 3. The minimum concrete thickness is 1 Y. times the embedment depth. 4. Tension and sheaf loads for the Tlten HD anchor may be ·coinblfied using the elliptical interaction equation (n:%). A1lowabfe load may be interpolated for concrete compressive strengths between 2.000 psl and 4.000 ll5i. • See page 12 lor 11/l expial1ation of 11le load table icons. '"" - - m COOK SQN-B Centrifugal Square lnline Belt Drive STANDARD CONSTRUCTION FEATURES: All aluminum wheel -Galvanized steel housing -Three removable access doors -Closed cell neoprene gasketing -Inlet and discharge duct collars -Universal mounting feet -Regreasable bearings in a cast housing rated at 200,000 hours average life -Pennanently lubricated ball bearing motor -Adjustable pitch drives through 5 HP -All fans factory adjusted to specified fan RPM -Transit tested packaging. Perfonnance c·Bhp inclldes 5% drive toss) Catalog F1ow SP Fan Power* Qty Number (CFM) (lnwc) RPM (HP) 1 300SQN-8 14600 1.00 952 6.92 Altitude (ft): 0 Temperature {F): 70 Motor Information FEG 56 HP RPM Volts/Ph/Hz Enclosure FLA Mounted 7-112 1725 46013160 ODP ~E 11 Yes NEMA Pn!miumC!I etficlency motor per MG-1 (2014) Table 12-12 FlA based on NEC (2014) Table 430.250 Sound Data Sound Power by Octave Band 1 2 3 4 5 6 7 8 LwA dBA Sones Inlet 86 91 89 83 80 77 73 67 86 75 Outlet 86 88 87 86 84 80 75 69 89 77 Accessories: Premium Efficiency Motor (Min. 91.0%} DRIVES (1.5 SF)@ 952 RPM REINFORCED WHEEL STD DISCONNECT PRE-WIRED NEMA 1 SEISMIC CERTIOSHPD OSHA GUAROIMTR COVER FLANGED INLET FLANGED OUTLET INLET COMP FLANGE OUTLET COMP FLANGE SC-245 SET(4) -ISOLATORS 25 27 Fan Curve l nd o£.6.110.13221 CFM vsSP CFM vsHP Point of Operation 0 System Curve MARK:OAF-1 PROJECT: DAVE & BUSTERS CARLSBAD CA DATE: 4/28/2016 Dimensions (inches) A 40 B 38 c 42 D 44 E 17-1/4 NOTE: Aec:etsories ~ aflect dimensions shown. fri±it(lbs)*C Shipping j110j Unit js26J tan. mot« mr. Fan Curve 3.00 7.50 2.40 r-........... / v "" -'7'-~ 6.00 I '\. // "\ ~ 1.80 4.50: i ~ :::. 0. (/J 1.20 0.60 / 0.00 0 v / / ------ 3500 -, -, , -, -- \ ~/ -/ \ ['\. \ .. % 3.00 .:g 1.50 0.00 7000 10500 14000 17500 Flow(CFM) Page 1 of 31 - - -- -- - - II COOK SQN-B Centrifugal Square lnline Belt Drive STANDARD CONSTRUCnON FEATURES: All aluminum wheel • Galvanized steel housing -Three removable access doors -Closed cell neoprene gasketing -Inlet and discharge duct collars -Universal mounting feet -Regreasable bearings in a cast housing rated at 200,000 hours average life -Permanently lubricated ball bearing motor-Adjustable pitch drives through 5 HP -All fans factory adjusted to specified fan RPM -Transit tested packaging. Perfonnance (*Bhp includes 5% drive ~os&l Catalog Flow SP Fan Power* Qty Number (CFM) (inwc) RPM (HP) 1 245SQN-B 10000 1.09 1202 5.11 Altitude (ft): 0 Temperature (F): 70 Motor lnfonnation FEG 56 HP RPM VoltsiPhiHz Enc;tosure FLA Mounted 7-1/2 1725 46013160 ODP -PE 11 Yes NEMA ~elllcillnqmolor per MG-1 (2014) Table 12-12 FLA based on NEC (2014) Table 430.250 s d Data oun Sound Power by Octave Band 1 2 , 4 5 6 7 8 LwA dBA Sones Inlet 82 87 92 85 80 79 75 67 88 Outlet 83 85 83 85 84 80 76 69 88 Accessories: Pnmtium EffiCiency Motor (Min. 91.0%) DRNES (1.5 SF}@ 1202 RPM REINFORCED WHEEL STD DISCONNECT PRE-WIRED NEMA 1 SEISMIC CERT/OSHPD OSHA GUARDIMTR COVER FLANGED INLET FLANGED OUTLET INLET COMP FLANGE OUTLET COMP FLANGE SC-245 SET(4) -ISOLATORS .S.6.110.13221 n 27 76 25 Fan Curve L CFM vsSP CFM vsHP Point of Operation 0 System Curve MARK:OAF-2 PROJECT: DAVE & BUSTERS CARLSBAD CA DATE: 412812016 Dimensions (inches) A 33 8 34 c 38 0 36 E 11-1/4 Fan Curve 3.00 '-r-.. 2.40 u 1.80 ~ :::.. 0.. U) 1.20 0.60 v 0.00 0 / / / v ------ 2500 1-- ~ /v \ / ' I v , , ' ' ' ' ' --' 5000 7500 Flow(CFM) "" " ~ \ ' } ~ \ ~ \ 7.50 6.00 4.50 -: i .. 3: 3.00 .3! 1.50 0.00 10000 12500 Page2 of31 .. .. - ·- - MARK:OAF-4 m COOK PROJECT: DAVE & BUSTERS CARLSBAD CA DATE: 4128/2016 QMX Mixed Flow lnline Horizontal Mount Belt Drive Arrangement 9 STANDARD CONSTRUCTION FEATURES: r High efficiency mixed flow wheel ·Continuously welded steel housing with Lorenized powder coating -.__.,....._.- Welded aerodynamic straightening vanes • Integral E inlet and outlet collars for slip fit duct connections • Max Adjustable motor plate utilizin'g threaded studs for l£ positive belt tensioning -Heavy duty ball or roller 0 . bearings with extended lube lines -Belt guard -Lifting lugs-Adjustable mounting feet. ~~..-_.;;;;;;;;;_--Jj Perfonnance t*BhP inWdes 5% drive loss) Catalog Flow SP Fan Power'" Qty Number (CFM) (inwc) RPM (HP) 1 245QMX 19600 1.50 1764 11.8 Altitude (ft): 0 Temperature (F): 70 Motor Information FEG 75 HP RPM VoftsiPhiHz Enclosure FLA Position 15 1725 46013160 ODP -PE 21 E NEMA Pnlmium8 efficiency mot« per MG-1 (2014) Table 12-12 FLAbasedonNEC (2014) Table436,250 Fan Information OVel(fpm) FanMo.unt Access 477 Horz. Ceiling G 5 dO ta oun a SoundPowerbyO~eBand Dimensions A 8 c 0 E Mounted F Yes G H ShaftOiam. tnches) 34-314 44-112 37-314 20-112 59 28-15116 43-118 11116 1-11/16 1 2 3 4 5 6 7 8 LwA dBA Fan Curve Inlet 88 90 89 89 87 85 84 82 93 81 Outlet 91 92 94 95 91 87 85 83 96 Accessories: Premium Efficiency Motor (Min. 93.0%) DRIVES {1.5 SF)@ 1764 RPM STD DISCONNECT PRE-WIRED NEMA 1 SEISMIC CERTfOSHPO ACCESS OOOR-BOL T@G FLANGED INLET -STL FLANGED OUTLET -STL INLET COMP FLNGE-STL OUTLET COMP FLANGE MOTOR COVER-HORZ BELT TUNNEL ALUMINUM WHEEL SC-370 SET (4) 85 10.00 8.00 ':':" 6.00 i §. Q.. tn 4.00 2.00 ~ \ \. " - I;/ I v v ------ H DIA 4-PLACE /-r----- "· \ \ ........ · . 1\.. '\ r\. \ \ --~ ------- VteW facing Outlet Mounting positions are field adjustable \ -- ~ 20.0 16.0 12.0 l • .. ~ 8.00 ..J:! 4.00 0.00 CFM vsSP CFM vsHP Point of Operation 0 System Curve 0.00 0 5000 10000 15000 20000 25000 Flow(CFM) lo6.6.110.13221 Page4of31 "'" - - - - - m COOK SQN-B Centrifugal Square lnline Belt Drive STANDARD CONSTRUCTION FEATURES: MARK; RF-2 PROJECT: DAVE & BUSTERS CARLSBAD CA DATE: 412812016 All aluminum wheel -Galvanized steel housing • Three removable access doors -Closed cell neoprene -.--J~~~~~ gasketlng -Inlet and discharge duct collars ·Universal mounting feet -Regreasable bearings in a cast housing rated at 200,000 hours average life • Pennanently lubricated ball bearing motor -Adjustable pitch drives through 5 HP • All fans factory adjusted to. specified fan RPM -Transit tested packaging. Pef'fonnance ("Bhp inctudes s% drive tossl Catalog Flow SP Fan Power" Qty Number (CFM) (lnwc) RPM (HP) 1 330SQN-B 17930 1.00 874 8.58 Altitude (ft): 0 Temperature (F): 70 Motor lnfonnation FEG 56 HP RPM VoltsiPh/Hz Endosunt FLA Mounted 10 1725 46013160 ODP -PE 14 Yes NEMA ~iumeetliciencymotor per MG-1 (2014) Table 12·12 FLA based on NEC (2014} Table 430.250 Sound Data Sound Power by Octave Band 1 2 3 4 5 6 1 8 LwA dBA Sones Inlet 88 92 $ 83 81 78 73 67 87 Outlet 87 89 87 87 85 80 76 69 89 Accessories: Premium Efficiency Motor (Min. 91.7%) DRtVES (1.5 SF)@ 874 RPM REINFORCED WHEEL 75 78 STD DISCONNECT PRE-WIRED NEMA 1 SEISMIC CERT/OSHPD OSHA GUARDIMTR COVER FLANGED INLET FLANGED OUTLET INLET COMP FLANGE OUTLET COMP FLANGE SC-370 SET(4) -ISOLATORS 26 28 Fan Curve L end IA6.110.13221 CFM vsSP CFM vsHP Point ofOperation 0 System Curve Dimensions (inches) A 44 8 41-314 c 45-314 D 48-7/16 E 17-1/4 lweight(lbs}~ Shipping f7a&jumtjs881 -rm&n.lt\OtOr& ~ Fan Curve 3.00 --' -/..-I~ -~ I 2.40 v '\ I ~ / \ v ~- 2 1.80 1 Q.. rn 1.20 0.60 I , , \ , ' \ ' ~ ' ' ' --------- " ~ 1 0.0 8.00 6.00 ~ ~ % 4.00~ 2.00 0.00 0.00 0 5000 10000 15000 20000 25000 Flow(CFM) Page 7 of31 .• - .... - m COOK SQN-HP Centrifugal Square lnline High Pressure Belt Drive STANDARD CONSTRUCTION FEATUR~S: All aluminum wheel -Galvanized steel housing - Three removable access doors -Closed ceU neoprene gasketing -Inlet and discharge duct collars - Universal mounting feet-Regreasable bearings in a cast housing rated at 200,000 hours average life - Pennanently lubricated ball bearing motor -A o Adjustable pitch driv~ through 5 HP -All fans factory adjusted to specified fan RPM -Transit tested packaging. Performance {'Bhp incb1e$ S% drive loss) Catalog Flow SP Fan Powet"" Qty Number (CFM) (inwe) RPM 1 402SQN-HP 17930 1.58 771 AJtitude (ft}: 0 Temperature (F): 70 Motof" lnfonnation HP RPM Volt&IPhiHz Enclosure FLA 15 1ns 46013160 ODP -PE 21 {HP) FEG 10.4 53 Mounted Yes NEMA Ptemillmlhfftdency motor I*" MG-1 (2014) Table 12-12 FI.A based on NEC (2014) Table 430.250 Sound Data Sound Power by Octave Band 1 2 3 4 5 6 7 8 LwA dBA Sones Inlet 84 93 91 82 77 76 77 68 87 75 Outlet 86 84 84 82 ~ 78 79 70 86 75 Accessories: PremiUm Efficiency Motor (Min. 93.0%) DRIVES (1.5 SF)@ 771 RPM REINFORCED WHEEL STD DISCONNECT PRE-WIRED NEMA 1 SEISMIC CERT/OSHPD OSHA GUAROIMTR COVER FLANGED INLET FLANGED OUTLET INLET COMP FLANGE OUTLET COMP FLANGE SV370 SET(4) -ISOLATORS 27 25 Fan Curve L >6.6.110.13221 CFM vsSP CFM vsHP Point of Operation 0 System CUt"Ye MARK: RF-3 PROJECT: DAVE & BUSTERS CARLSBAD CA DATE: 412812016 . . Dimensions (inches) A 50-3/4 B 46-1/4 c 50-114 D 5~1/8 E 17-114 Fan Curve 3.00 15.0 1'--...... ............ r-..... 2.40 12.0 ""' i_..------,!'---. / '-..... / '~ ~ 1.80 9.00 "3 i 1 a. (I) 1.20 0.60 0.00 0 I //_ / ------- 5000 ' I I I I I , , , '\ \ \ 1\ \ ~ "i 6.00 .::g 3.00 0.00 10000 15000 20000 25000 Flow(CFM) Page 8 of31 - .... II COOK SQN-B Centrifugal Square lnline Belt Drive STANDARD CONSTRUCTION FEATURES: All aluminum wheel -Galvanized steel housing -Three removable access doors -Closed cell neoprene gasketing -Inlet and discharge duct collars -Universal mounting feet -Regreasable bearings in a cast housing rated at 200,000 hours average life-Permanently lubricated ball bearing motor-Adjustable pitch drives through 5 HP -All fans factory adjusted to specified fan RPM -Transit tested packaging. p onnancer 3flp inctldes 5% drive losS) cata«o9 FlOw SP Fan Power"' Qty Number (CFM) (lnwc} RPM (HP} 1 245SQN-B 10000 1.00 1184 4.87 . Altitude (ft): 0 Temperature (F): 70 Motor lnfQrmatlon FEG 56 HP RPM Volts/Ph/Hz En<:losUN FLA Mounted 7-1/2 1725 46013160 OOP -PE 11 Yes NEMA Pretniurneefflciencymmor perMG-1 (2014) Table 12-12 FI.A based on NEC (2014) Table 430.250 So d Data s d p b Octave Band un oun ower ,Y 1 2 3 4 5 6 7 8 lwA dBA Sones Inlet 82 87 92 85 80 78 75 67 88 76 27 Outlet 83 85 83 85 83 80 76 68 88 Acce$s.ories: Premium Efficiency Motor (Min. 91.0%) DRIVES (1.5 SF)@ 1184 RPM REINFORCED WHEEL STD DISCONNECT PRE-WIRED NEMA 1 SEISMIC CERT/OSHPD OSHA GUARDIMTR COVER FLANGED INLET FLANGED OUTLET INLET COMP FLANGE OUTLET COMP FLANGE SC-245 SET(4) -ISOLATORS 116.6.110.13221 76 25 Fan Curve CFM vsSP CFM vsHP Point of Operation System Cwve MARK: RF-4 PROJECT: DAVE & BUSTERS CARLSBAD CA DATE: 4128/2016 • • Dimensions (inches) A 33 8 34 c 38 D 36 E 17-1/4 fw~ght(lbs).: Shipping !a!umt 1459) ""''nCnudes fan, motot " accessofies. Fan Curve 3.00 -.... 2.40 ¥ 1.80 :§. a. 0 1.20 0.60 I 0.00 0 / I'-- / I I ---- 2500 - / I -1 ~ i'.. v i\ \ ' , , / , / ----- 5000 7500 Flow(CFM) ~ ~ 1\ ~ J~ ' \ \ 1\ 5.00 4.00 3.00 ~ i .. % 2.00~ 1.00 0.00 10000 12500 Page6 of31 *PM STANDARD HANGER Used to suspQnd a variety of mechanical and electrical setVices from difforant substrates • Up to 6 times faster to install than trad~ional hansing systems • Versat~e • Simple to use • Strong, sate and indusny ~pproved • AesthaticaUy discreet and ligntwelght • Supplied in ready-to-use kits. comprising a length of wire. pre-crimped End fixing, Gripple and setti119 key • 5:1 safety factor • No.1-SWL251bs • No.2 -SWL 100 lbs • No.3 -SWL 200 lbs • No.4 -SWL 495 lbs • No.5 -SWL 715 lbs Gripple products, including Stainless Steel, are NOT suitable for use In chlortoated 1 swimming pool environments. Use Standard Grip pie hangers in dry and air cond~ioned environments only_ Stainless Steel Gripple hanger,; should be considered lor high to saturated humia environments Ft~::: your lx3: sa!e~ a:r:.s:x ~:~ J, 0~~~;,/ -~ -~· ~~ --~-.... ..____ SHARE: ~ ~-c_ f 'f# B in g+ I I I' I I I I I I lc I I I I I I I I I ' ,. ( ~ i<!t ' : Ll L ... fl .. ; j ; • ' • 0 ' • ' ; ' • • ·~· --~--~~~--~~~~~--~~~~~~~~--~--~~ ; ~~~~~~------~~~~----~~----~------~~~--~------ ~--~~--~--------------~----------------------~~--~----~-- ~-i~l4 G t .. • - ------ ----------- ..... Fie= p:IOAB\NBIOY41~'kNJ91t9.H\DOJIZ7-Z\SEV1ow-tGIJOCQTZ-4.EC6 ENERCAl.C,IHC. 1fl83.:2015.1lulld:U5.10.S. Ver:0.15.10.6 Description : CODE REFERENCES Calculations per AISC 360-05, IBC 2009, CBC 2010, ASCE 7-05 Load Combination Set : ASCE 7-10 Material Properties . . Analysis Methpd : Allowable Strength Design Beam Bracing : Beam bracing is defined as a set spacing over all spans Fy : Steel Yield : E: Modulus: 50.0 ksi 29,000.0 ksi Bending Axis : Major Axis Bending Load Combination ASCE 7-10 Unbraced Lengths First Brace starts at ft from Left-Most support Regular spacing of lateral supports on length of beam = 3.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self wel¢\t NOT mtemally calculated and added Uniform Load : 0 = 0.10 klft Tributatv Width= 1.0 ft. (FofdinQ Partition Wall) ~NSU~~y~--~~ MaXimum Bending Stress Ratio = Section used for1his span Ma :Applied Mn I Omega : Allowable Load Combination Location of maximum on span Span# where maximum occurs Maxi.tnum Deflection Max Downward Transient Deflection Max Upward Tll.ln$ient Deflection Max Downward T 6tal Deflection Max Upward Total Deflection .0.122-:1, ... W14x30 14.365k-ft 118.014 k-ft +041 16.950ft Span#1 ·Maximum shears1ress RatiO = Section used for this span Va :Applied Vn/Oinega : Allowable 0.000 in Ratio = 0.000 in Ratio = ~ In ,Ratio ;;: 0.000 in Ratio "' Load Combination Location of maximum on span Span #where maximum occurs 0<:360 0 <360 1150 0 <180 --~ ----~ --·-~-----------··----------· Maximum Forces & Stnlsses for Load Combinations Load Combination Max Stress Ratio$ SUmmary of Moment Values Segment l.Qng\fl Span# M v Mmax+ Mmax-MaMax Mnx Mnx/Omega Cb Rm +Offi Dsgn.L= 2.91 It 0.038 0.023 4.50 4.50 197.08 118.01 1.65 1.00 Dsgn.L= 3.0011 0.070 0.019 8.27 4.50 8.27 197.08 118.01 1.22 1.00 Osgn. L= 3.00ft 0.094 0.015 11.13 8.27 11.13 197.08 118.01 1.11 1.00 Dsgn.L= 3.00ft 0.111 0.011 13.10 11.13 13.10 197.08 118.01 1.06 1.00 Dsgn.L= 3.00ft 0.120 0.007 14.16 13.10 14.16 197.08 118.01 1.03 1.00 Dsgn.L• 3.00ft 0.122 0.003 14.37 14.16 14.37 197.08 118.o1 1.00 1.00 Dsgn.L= 3.00ft 0.121 0.005 14.32 13.58 14.32 197.08 118.01 1.02 1.00 Osgn.L= 3.00ft 0.115 0.009 13.58 11.93 13.58 197.08 118.01 1.04 1.00 Dsgn. L= 3.00ft 0.101 0.013 11.93 9.39 11.93 197.{)8 118.01 1.08 1.00 Dsgn.L= 3.00ft 0.080 0.017 9.39 5.94 9.39 197.08 118.01 1.16 1.00 Dsgn.L= 3.00ft 0.050 0.021 5.94 1.59 5.94 197.08 118.01 1.37 1.00 Dsgn. L= 0.97ft 0.014 0.023 1.59 1.59 197.08 118.01 1.59 1.00 -+0-tt.-+H Dsgn.L= 2.91 ft 1 0.038 0.023 4.50 4.50 197.08 118.01 1.65 1.00 Dsgn.L= 3.00ft 1 0.070 O.Q19 8.27 4.50 8.27 197.08 118.01 1.22 1.00 Dsgn.L= 3.00ft 1 0.094 0,015 11.13 8.27 11.13 197.08 118.01 1.11 1.00 Dsgn.L= 300ft 1 0.111 0.011 13.10 11.13 13.10 197.08 118,01 1.06 1.00 Dsgn.L= 3.00ft 1 0.120 0.007 14.16 13.10 14.16 197.06 118.01 1.03 1.00 Dsgn.L= 3.00ft 1 0.122 O.o03 14.37 14.16 14.37 197.06 118.01 1.00 1.00 Dsgn.L= 3.00ft 1 0.121 0.005 14 .. 32 13.58 14.32 197.08 118,01 1.02 1.00 Des1 n OK ... --. 0.023 :-1-·· W14x30 1.695 k 74.520 k ~ 0.000 ft Span#1 ·-··--·--··------~-· --·· .. -~ -.------··j Summaly of Shear Values VaMax Vtlx Vnx/Omega 1.70 111.78 74.52 1.40 111.78 74.52 1.10 111.78 74.52 0.80 111.78 74.52 0.50 111.78 74.52 0.20 111.78 74.52 0.40 111.78 74.52 0.70 111.78 74.52 1.00 111.78 74.52 1.30 111.78 74.52 1.60 111.78 74.52 1.69 111.78 74.52 1.70 111.78 74.52 1.40 111.78 74.52 1.10 111.78 74.52 0.80 111.78 74.52 0.50 111.78 74.52 0.20 111.78 74.52 0.40 111.78 74.52 """ Steel Beam '1'1. Description : Folding Partition Beam, L = 34' (Gravity) ... Load Combination Max Stress Ratios Summary of Moment Values Summary of SllearValues Segment leng1h Span# M v Mmax+ Mmax-MaMax Mnx MnxiOmegaCb Rm VaMax Vnx Vnx/Omega Osgn. L = 3.00 It 0.115 0.009 13.58 11.93 13.58 197.08 118.01 1.04 1.00 0.70 111.78 74.52 •• Dsgn. L= 3.00ft 0.101 0.013 11.93 9.39 11.93 197.08 118.01 1.08 1.00 1.00 111.78 74.52 Dsgn. L = .3.00 It 0.080 0.017 9.39 5.94 9.39 197.08 118.01 1.16 1.00 1.30 111.78 74.52 ,. Dsgn.L= 3.00ft 0.050 0.021 5.94 1.59 5.94 197.08 118.01 1.37 1.00 1.60 111.78 74.52 Dsgn. L= 0.97ft 0.014 0.023 1.59 1.59 197.08 118,01 1.59 1.00 1.69 111.78 74.52 .... ~41 Dsgn. L= 291 It 0.038 0.023 4.50 4.50 197.08 118.01 1.65 1.00 1.70 111.78 74.52 -Dsgn. L= 3JJO ft 0.070 O.Q19 8.27 4.50 817 197.08 118.01 1.22 1.00 1AO 111.78 74.52 Dsgn. L= 3.00ft 0.094 0.015 11.13 8.27 11.13 197.08 118.01 1.11 1.00 1.10 111.78 74.52 Dsgn.L= 3.00 It 0.111 0.011 13.10 11.13 13.10 197.08 118.01 1.06 1.00 0.80 111.78 74.52 -Dsgn. L = 3.00ft 0.120 0.007 14.16 13.10 14.16 197.08 118.01 1.03 1.00 0.50 111.78 74.52 Dsgn. L= 3.00ft 0.122 0.003 14.37 14.16 14.37 197.08 118.01 1.00 1.00 0.20 111.78 74.52 -Dsgn.L= 3.00ft 0.121 0.005 14.32 13.58 14.32 197.08 118.01 1.02 1.00 0.40 111.78 74.52 Dsgn.L= 3.00ft 0.115 0.009 13.58 11.93 13.58 197.08 118.01 1.04 1.00 0.70 111.78 74,52 Dsgn.L= 3.00ft 0.101 0.013 11.93 9.39 11.93 197.08 118.01 1.08 1.00 1.00 111.78 74.52 -Dsgn.L= 3.00ft 0.080 0.017 9.39 5.94 9.39 197.08 118.01 1.16 1.00 1.30 111.78 74.52 Dsgn.L= 3.00ft 0.050 0.021 5.94 1.59 5.94 197.08 118.01 1.37 1.00 1.60 111.78 74.52 -0sg!l.L= 0.97ft 0.014 0.023 1.59 1.59 197.08 118.01 1.59 1.00 1.69 111.78 74.52 -+O+S'*f -Dsgn.L= 2.91 tt 1 0.038 0.023 4.50 4.50 197.08 118,01 1.65 1.00 1.70 111.78 74.52 Dsgn. L= 3.00ft 1 0.070 0.019 82:7 4.50 617 197.08 118.01 1.22 1.00 1.40 111.78 74.52 Dsgn. L= !.OOft 1 0.094 0.(}15 11.13 8.27 11.13 197.08 118.01 1.11 1.00 1.10 111.78 74.52 -Osgn.L=-3.00ft 1 0.111 0.011 13.10 11.13 13.10 197.08 118.01 1.06 1.00 0.80 111.78 74.52 Dsgn.l= 3.00ft 1 0.120 0.007 14.16 13.10 14.16 197.08 118.01 1.03 1.00 0.50 111.78 74.52 -Dsgn.L= 3.00ft 1 0.122 0.003 14.37 14.16 14.37 197.06 118.01 1.00 1.00 0.20 111.78 74.52 Dsg!l. L = 3.00ft 1 0.121 0.005 14.32 13.58 14.32 197.06 118.01 1.02 1.00 0.40 111.78 74.52 -Dsgn.L= 3.001t 1 0.115 0.009 13.58 11.93 13.58 197,08 118.01 1.04 1.00 0.70 111.78 74.52 Dsgn.L= 3.00ft 1 0.101 O.o13 11.93 9.39 11.93 197.08 118.01 1.D8 1.00 1.00 111.78 74.52 Dsgn. L= 3.00ft 1 0.080 0.017 9.39 5.94 9.39 197.08 118.01 1.16 1.00 1.30 111.78 74.52 Dsgn.L= 3.00ft 1 0.050 0.021 5.94 1.59 5.94 197.08 118.()1 1.37 1.00 1.60 111.78 74.52 Dsgn. L = 0.97 ft 1 0.014 0.023 1.59 1.59 197.08 118.01 1.59 1.00 1.69 111.78 74:52 -..0.0.750lr-+0.750L ->tf Dsgn. L = 2.91 ft 1 0.038 0.023 4.50 4.50 197.08 118.01 1.651.00 1.70 111.78 74.52 Dsgn. L = 3.00 ft 1 0.070 0.019 8.27 4.50 8.27 197.06 t18-.Q1 1.22 1.00 1AO 111.78 74.52 Dsg!l. L= 3.00ft 1 0.094 0.015 11.13 8.27 11.13 197.06 118.()1 Ht 1.00 1.10 111.78 74.52 Dsgn. L= 3.00ft 1 0.111 0.011 13.10 11.13 13.10 197.06 118.01 U61.00 0.80 111.78 74.52 Dsgn. L = 3.00 ft 1 0.120 0.007 14.16 13.10 14.16 197.08 118.t)1 to3 too 0.50 111.78 74.52 Dsgn. L = 3.00 ft 1 0.122 0.003 14.37 14.16 14.37 197.08 116.01 1.00 1.00 0.20 111.78 74.52 Dsgn. L = 3.00 ft 1 0.121 0.005 14.32 13.58 14.32 197.06 118.01 1.02 1.00 0.40 111.78 74.52 Dsgn. L = 3.00 ft 1 0.115 0.009 13.58 11.93 13.58 197.06 118.01 1.04 1.00 0.70 111.78 74.52 -Dsg!l. L= 3.00ft 1 0.101 0.013 11.93 9.39 11.93 197.08 118.o1 1.08 1.00 1..00 111.78 74.52 Dsgll. L = 3.00ft 1 0.080 0.017 9.39 5.94 9.39 197.08 118.01 1.16 1.00 1.30 11.1.78 74.52 Dsgn.L= 3.00ft 1 0.050 0.021 5.94 1.59 5.94 197.06 11M1 1.37 1.00 1.60 111.78 74.52 -Dsgn.L= 0.97ft 1 0.014 0.023 1.59 1.59 197.08 118'.01 1.59 1.00 1.69 111.78 74.52 ..0..0.750L -+0.750S->t! -Dsgn.L= 2.91 It 1 0.036 0.023 4.50 4.50 197.08 118.01 1.65 1.00 1.70 111.78 74.52 Dsgn.L= 3.00ft 1 0.070 0.019 8.27 4.50 6.27 197.08 118.01 1.22 1.00 1.40 111.78 74.52 -Dsgn.L= 3.00ft 1 0.094 0.015 11.13 8.27 11.13 197.08 118.01 1.11 1.00 1.10 111.78 74.52 Dsg11.L= 3.00ft 1 0.111 0.011 13.10 11.13 13.10 197.08 118.01 1.06 1.00 0.80 111.78 74.52 Ds.gn. L = 3.00ft 1 0.120 0.007 14.16 13.10 14.16 197.08 118.01 1.03 1.00 0.50 111.78 74.52 -Dsgn. L= 3.00ft 1 0.122 0.003 14.37 14.16 14.37 197.08 118.01 1.00 1.00 0.20 111.78 74.52 Dsgn. L= 3.00ft 1 0.121 0.005 14.32 13.58 14.32 197.08 118.01 1.02 1.00 0.40 111.78 74.52 -Dsgn.L= 3.00ft 1 0.115 0.009 13.58 11.93 13.58 197.06 118.01 1.04 1.00 0.70 111.78 74.52 Dsgn.L= 3.00ft 1 0.101 0.013 11.93 9.39 11.93 197.08 118.01 1.0$ 1.00 1.00 111.78 74.52 -Dsgn. L= 3.00 ft 1 0.060 0.017 9.39 5.94 9.39 197.06 118.01 1.16 1.00 1.30 111.78 74.52 Dsgn. L= 3.00ft 1 0.050 0.021 5.94 1.59 5.94 197.06 118.01 1.37 1.00 1.60 111.78 74.52 Dsgn. L= 0.97ft 1 0.014 0.023 1.59 1.59 197.08 118.01 1.59 1.00 1.69 111.78 74.52 -..O..O.SOW->tl Dsgll.L= 2.91 ft 1 0.036 0.023 4.50 4.50 197.08 118.01 1.65 1.00 1.70 111.78 74.52 -Dsgn. L= 3.00 fl. 1 0.070 O.o19 8.27 4.50 8.27 197.06 118,01 1.22 1.00 1.40 11.1.78 74.52 Dsgn. L = 3.00 It 1 0.094 O.o15 11.13 8.27 11.13 197.08 118.01 1.11 1.00 1.10 111.78 74.52 -Dsgn.L= 3.00ft 1 0.111 0.011 13.10 11.13 13.10 197.08 118,01 1.06 1.00 0.80 111.78 74.52 Dsgn. L= 3.00ft 1 0.120 0.007 f4.16 f3.10 14.16 197.08 118.01 1.03 1.00 0.50 111.78 74.52 -Dsgn. L= 3.00ft 1 0.122 0.003 14.37 14.16 14.37 197.o8 118.01 1.00 1.00 0.20 111.78 74.52 Dsgn. L= 3.00ft 1 0.121 0.005 14.32 13.56 14.32 197.08 11S.01 1.02 1.00 0.40 111.78 74.52 Dsg!l. L= 3.00ft 1 0.115 0.009 13.58 11.93 13.58 197.06 118.01 1.04 1.00 0.70 111.78 74.52 -Dsgn.L= 3.00ft 1 0.101 0.013 11.93 9.39 11.93 197.06 118.01 1.08 1.00 1.00 111.78 74.52 Dsgn.L= 3.00ft 1 0.060 0.017 9.39 5.94 9.39 197.06 118.01 1.161.00 1.30 111.78 74.52 -Dsgn. L= 3.00ft 1 0.050 0.021 5.94 1.59 5.94 197.06 118.01 1.37 1.00 1.60 111.78 74.52 - F"lle = p:\I)AB'HN)Y~kM9115M-l\OOJIZ7-l\SEV10W-K\DOCQTZ--4.EC6 -ENERCAl.C, INC. 1983-21115, Build:6.15.10.6, Ver:6. 15.10.6 Ill . -Desaiption : Folding Partition Beam, L = 34' (Gmvity) Load Combination Max snss Ratios Summaty of Moment Values Summaty of Shear Values -Segment Lenglh Span# M v Mmax+ Mmax-MaMax Mnx Mnx/Omega Cb Rm VaMax Vnx Vnx!Omega Dsgn. L= 0.97ft 1 0.014 0.023 1.59 1.59 197.08 118.01 1.59 1.00 1.69 111.78 74.52 -+0+0.70E-+H Dsgn.L= 2.91 ft 0.038 0.023 4.50 4.50 197.08 118.01 1.65 1.00 1.70 111.78 74.52 -Dsgn. L= 3.00ft 0.070 0.019 8.27 4.50 8.27 197.08 118.01 1.22 1.00 1.40 111.78 74.52 Dsgn. L= 3.00ft O.D94 0.015 11.13 8.27 11.13 197.08 118.01 1.11 1.00 1.10 111.78 74.52 ·-Dsgn. L= 3.00ft 0.111 0.011 13.10 11.13 13.10 197.08 118.01 1.06 1.00 0.80 111.78 74.52 Dsgn. L= 3.00ft 0.120 0.007 14.16 13.10 14.16 197.08 118.01 1.03 1.00 0.50 111.78 74.52 -Dsgn. L= 3.00ft 0.122 0.003 14.37 14.16 14.37 197.08 118.01 1.00 1.00 0.20 111.78 74.52 Dsgn.L= 3.00ft 0.121 0.005 14.32 13.58 14.32 197.08 118.01 1.02 1.00 0.40 111.78 74.52 Dsgn.L= 3.00ft 0.115 0.009 13.58 11.93 13.58 197.08 118.01 1.04 1.00 0.70 111.78 74.52 ·~ Dsgn.L= 3.00ft 0.101 0.013 11.93 9.39 11.93 197.08 118.01 1.08 1.00 1.00 111.78 74.52 Dsgn.L= 3.00ft 0.080 0.017 9.39 5.94 9.39 197.08 118.01 1.161.00 1.30 111.78 74.52 ""'" Dsgn.L= 3.00ft 0.050 0.021 5.94 1.59 5.94 197.08 118.01 1.37 1.00 1.60 111.78 74.52 Dsgn.l = 0.97 ft 0.014 0.023 1.59 1.59 197.08 118.01 1.59 1.00 1.69 111.78 74.52 -+0+0.750Lr+0.750L +0.450W-+H Dsgn. l = 2.91 ft 0.036 0.023 4.50 4.50 197.08 118.01 1.65 1.00 1.70 111.78 74.52 Dsgn.L = 3.00 ft 0.070 0.019 8.27 4.50 827 197.08 118.01 1.22 1.00 1.40 111.78 74.52 -Dsgn.l= 3.00ft 0.094 0.615 11.13 827 11.13 197.08 118.01 1.11 1.00 1.10 111.78 74.52 Dsgn.L= 3.00ft 0.111 0.011 13.10 11.13 13.10 197.08 118.01 1.06 1.00 0.80 111.78 74.52 Dsgn. L= 3.00ft 0.120 0.007 14.16 13.10 14.16 197.08 118.01 1.03 1.00 0.50 111.78 74.52 Dsgn. l = 3.00 rt 0.122 OJXl3 14.37 14.16 14.37 197.08 118.01 1.00 1.00 020 111.78 74.52 Dsgn.l = 3.00 It 0.121 0.005 14.32 13.58 14.32 197.08 118.01 1.02 1.00 0.40 111.78 74.52 -Dsgn. l = 3.00 ft 0.115 0.009 13.58 11.93 13.58 197.08 118.01 1.04 1.00 0.70 111.78 74.52 Dsgn.L = 3.00 ft 0.101 0.013 11.93 9.39 11.93 197.08 118.01 1.08 1.00 1.00 111.78 74.52 Dsgn.l = 3.00 ft 0.080 0.017 9.39 5.94 9.39 197.08 118.01 1.16 1.00 1.30 111.78 74.52 Dsgn.l= 3.00ft 0.050 0.021 5.94 1.59 5.94 197.08 118.01 1.37 1.00 1.60 111.78 74.52 ... Dsgn.L= 0.971t 0.014 0.023 1.59 1.59 197.08 118.01 1.59 1.00 1.69 111.78 74.52 -+0+0.750l +0.750S+0.450W-+H Dsgn.L= 2.911t 0.038 0.023 4.50 4.50 197.08 118.01 1.65 1.00 1.70 111.78 74.52 ,1""' Dsgn.l= 3.001 0.070 0.019 8.27 4.50 8.27 197.08 118.01 1.22 1.00 1.40 111.78 74.52 Dsgn.l = 3.00 It 0.094 0.015 11.13 8.27 11.13 197.08 118.01 1.11 1.00 1.10 111.78 74.52 '*' Dsgn.l= 3.00ft 0.111 0.011 13.10 11.13 13.10 197.08 118.01 1.06 1.00 0.80 111.78 74.52 Dsgn.l = 3.00 It 0.120 0.007 14.16 13.10 14.16 197.06 118.01 1.03 1.00 0.50 111.78 74.52 -Dsgn. l = 3.00 ft 0.122 0.003 14.37 14.16 14.37 197.06 118.01 1.00 1.00 0.20 111.78 74.52 Dsgn.l= 3.00ft 0.121 0.005 14.32 13.58 14.32 197.08 118.01 1.02 1.00 0.40 111.78 74.52 Dsgn.L= 3.00ft 0.115 0.009 13.58 11.93 13.58 197.08 118.01 1.04 1.00 0.70 111.78 74.52 """ Osgn.L = 3.00 ft 0.101 0.013 11.93 9.39 11.93 197.08 118.01 1.06 1.00 1.00 111.78 74.52 Dsgn.L= 3.00ft 0.080 0.017 9.39 5.94 9.39 197.08 118.01 1.16 1.00 1.30 111.78 74.52 ~Mtt Osgn.L = 3.00 ft 0.050 0.021 5.94 1.59 5.94 197.08 118.01 1.37 1.00 1.60 111.78 74.52 Dsgn.L= 0.97ft 0.014 0.023 1.59 1.59 197.08 118.01 1.59 1.00 1.69 111.78 74.52 --+0+0.750l +0.750S+0.5250E4i Dsgn. L= 2.91 ft 0.038 0.623 4.50 4.50 197.08 118.01 1.65 1.00 1.70 111.78 74.52 Dsgn.L= 3.00ft 0.070 0.019 8.27 4.50 8.27 197.08 118.01 1.22 1.00 1.40 111.78 74.52 Dsgn. l = 3.00 ft O.D94 0.615 11.13 8.27 11.13 197.08 118.01 1.11 1.00 1.10 111.78 74.52 Dsgn.L= 3.00ft 0.111 0.011 13.10 11.13 13.10 197.06 118.01 1.06 1.00 0.80 111.78 74.52 -Osgn.L= 3.00ft 0.120 0.007 14.16 13.10 14.16 197.08 118.01 1.03 1.00 0.50 111.78 74.52 Dsgn. l = 3.00 ft 0.122 0.003 14.37 14.16 14.37 197.08 118.01 1.00 1.00 020 111.78 74.52 -Dsgn.l= 3.00ft 0.121 0.005 14.32 13.58 14.32 197.08 118.01 1.02 1.00 0.40 111.78 74.52 Dsgn.L= 3.00ft 0.115 0.009 13.58 11.93 13.58 197.08 118.01 1.04 1.00 0.70 111.78 74.52 Osgn.L = 3.00 ft 0.101 0.013 11.93 9.39 11.93 197.08 118.01 1.08 1.00 1.00 111.78 74.52 -Dsgn.L= 3.00ft 0.080 0.017 9.39 5.94 9.39 197.08 118.01 1.16 1.00 1.30 111.78 74.52 Dsgn.L= 3.00ft 0.050 0.021 5.94 1.59 5.94 197.08 118.01 1.37 1.00 1.60 111.78 74.52 -Dsgn.L= 0.97ft 0.014 0.023 1.59 1.59 197.08 118.01 1.59 1.00 1.69 111.78 74.52 +0.600+0.60W+0.60H ·• Dsgn.l= 2.91 ft 1 0.023 0.014 2.70 2.70 197.08 118.01 1.65 1.00 1.02 111.78 74.52 Dsgn. L = 3.00 ft 1 0.042 0.011 4.96 2.70 4.96 197.08 118.01 122 1.00 0.84 111.78 74.52 Dsgn.L: 3.0011 1 0.057 0.009 6.68 4.96 6.68 197.08 118.01 1.11 1.00 0.66 111.78 74.52 ~ Dsgn.l= 3.00ft 1 0.067 0.006 7.86 6.68 7.86 197.08 118.01 1.06 1.00 0.48 111.78 74.52 Dsgn.L= 3.00ft 1 0.072 0.004 8.49 7.86 8.49 197.08 118.01 1.03 1.00 0.30 111.78 74.52 -Dsgn.L= 3.00ft 1 0.073 0.002 8.62 8.49 8.62 197.08 118.01 1.00 1.00 0.12 111.78 74.52 Dsgn.L= 3.00ft 1 0.073 0.003 8.59 8.15 8.59 197.08 118.01 1.02 1.00 0.24 111.78 74.52 .... Dsgn.L= 3.00ft 1 0.069 0.006 8.15 7.16 8.15 197.08 118.01 1.04 1.00 0.42 111.78 74.52 Dsgn.L = 3.00ft 1 0.061 0.008 7.16 5.63 7.16 197.08 118.01 1.08 1.00 0.60 111.78 74.52 Dsgn.L= 3.0011 1 0.048 0.010 5.63 3.57 5.63 197.08 118.01 1.16 1.00 0.78 111.78 74.52 -Dsgn.L= 3.0011 1 0.030 0.013 3.57 0.96 3.57 197.08 118.01 1.37 1.00 0.96 111.78 74.52 Dsgn.L= 0.97ft 1 0.008 0.014 0.96 0.96 197.08 118.01 1.59 1.00 1.02 111.78 74.52 .... +0.600+0.70E+0.60H Dsgn.L= 2.911t 0.023 0.014 2.70 2.70 197.08 118,01 1.65 1.00 1.02 111.78 74.52 ... Dsgn.L= 3.00ft 0.042 0.011 4.96 2.70 4.96 197.08 118.01 122 1.00 0.84 111.78 745? ---..... ,. ..... --- ..... ... ·- - Load Combination Segment Length Span# Dsgn.l= 3.00ft 1 Dsgn.l= 3.00ft 1 Dsgn.L= 3.00ft 1 Dsgn.l= 3.00ft 1 Dsgn. L= 3.00ft 1 Dsgn. L= 3.00ft 1 Dsgn. L= 3.00ft 1 Osgn. L= 3.00ft 1 Dsgn. L= 3.00ft 1 Osgn.l= U.97ft 1 Overall Maximum Deflections Max Sttess Ratios M V Mmax+ 0.057 0.009 6.68 0.067 0.006 7.86 0.072 0.004 8.49 0.073 0.002 8.62 0.073 0.003 8.59 0.069 0.006 8.15 0.061 0.008 7.16 0.048 0.010 5.63 0.030 0.013 3.57 0.008 0.014 0.96 File= p:lllAB\NBIDY41LS~ISIH.I!lOJIZ7-ZISEV1()W-KIOOCQTZ--lEC6 ENERO\LC,INC. 1983-2015, Build:6.15.10.6, Ver:6.15.10.6 Summary of Moment Values Summaly of Shear Values Mmax • Ma Max Mnx MnxiOmega Cb Rm Va Max Vnx Vnx/Omega 4.96 6.68 197.08 118,01 1.11 1.00 0.66 111.78 74.52 6.68 7.86 197.08 118.01 1.06 1.00 0.48 111.78 74.52 7.86 8.49 197.08 118.01 1.03 1.00 0.30 111.78 74.52 8.49 8.62 197.08 118.01 1.00 1.00 0.12 111.78 74.52 8.15 8.59 197.08 118.01 1.02 1.00 0.24 111.78 74.52 7.16 8.'15 197.08 118.Q1 1.04 1.00 0.42 111.78 74.52 5.63 7.16 197.08 118.01 1.08 1.00 0.60 111.78 74.52 3.57 5.63 197.08 118,01 1.16 1.00 0.78 111.78 74.52 0.96 3.57 197.08 118.01 1.37 1.00 0.96 111.78 7 4.52 0.96 197.08 118.01 1.59 1.00 1.02 111.78 74.52 Load Combination Span Max.·-· Dell Location in Span Load Combination Max. '+'Deft Location in Span D Only 1 Vertical Reactions Overall MAXiiiiUili Overall MINimum ..O+H -t!l+L+H -t!l+Lr+H -tO+S+H -t0+0.7501.r+O. 750L +H ..o+0.750L +0.750S+H ..o+0.60W+H -+0+0.70E+H ..o+0.7501.r+0.750L +0.450W+H ..o+0.750L +0.750S+0.450W+H ..o+0.750L +0.750S+0.5250E+H +0.600+0.60W+0.60H +0.600+0.70E+0.60H DOnly LrOnly LOnly SOnly WOoly E Only HOnty Support 1 1.695 1.017 1.695 1.695 1.695 1.695 1.695 1.695 1.695 1.695 1.695 1.695 1.695 1,017 1.017 1.695 0.3537 Support2 1.695 1.017 1.695 1.695 1.695 1.695 1.695 1.695 1.695 1.695 1.695 1.695 1.695 1.017 1.017 1.695 17.047 Support nofation: Far left is #1 0.0000 Vakles in KIPS 0.000 -------------------------------• ---- Steel Beam I l Description : Folding Partition Beam, L = 34' (LateraQ CODE REFERENCES Calculations per AISC ~5. IBC 2009, CBC 2010, ASCE 7-05 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Beam bracing is defined as a set spacing over all spans Bending AXis : Minor Axis Bending load Combination ASCE 7-10 Unbraced Lengths First Braoe starts at 0.0 ft from Left-Most support Regular spacing of lateral supports on length of beam = 3.0 ft file=p:\()AB'HB\DY~-ZISEV1(11tH('D()CQTZ--4.EC6 ENERCALC. INC. uenn Nd;6;1&to.&. Ver.6..ts.1o.s Fy : Steel Yield : E:Modulus: 50.0 ksi 29,000.0 ksi Applied Loads . ____________ Se_MCe_· _·_loa_d_s_e_n_te_red_. L_oad __ Fa_ct_ors_wil_._l be_a.:..pp:...lied_for_ca_lcu_la_t_ions_. Beam self weiQht NOT internally calculated and added Uniform load : D = 0.0250 klft, Tributary Width = 1.0 ft, (FoldiM Partition WaUl DESIGN SUAWARY Des1gn OK ., Maximum-Bending stressRatio·-;· ---------o:161 ::1 Maximum SheSr stfess.Ratlo = Section used for this span Va:Applied Vn/Omega : Allowable ~ --~ .. "" ---. --···--·~-·--0.004":·1·-----·--"- Section u.ci for this span ...... Ma : Applied 3.613 k-ft Mn I Omega : Allowable 22.430 k-ft load Combination +O+H Location of maximum on span 17.000ft Span #where maximum occurs Span # 1 Maximum Deflection -··o.ooo: R;; = Max Downward Transient Deflection Max Upward Transient Deftection ( o.ooo in Ratio= Max Downward Total Deflection cf~ fn Ratio = Max Upward Total Deflecf10n 0.000 in Ratio ;:; ·--·--------------····-····-···----·----·-----·····-·---~ --·-····-- Maximum Forces & Stresses for Load Combinations Load Combination Max s~ Ratios Segment Length Span# M v Mmax+ Mmax- +D+H Dsgn.L= 2.91 II 0.050 01104 1.13 Dsgn.l= 3.01 II 0.093 0.003 2.08 1.13 Dsgn.L= 3.01 ft 0.125 0.003 2.80 2.08 Dsgn.L= 3.01 ft 0.147 0.002 3.29 2.80 Dsgn.L= 3.01 ft 0.159 0.001 3.56 3.29 Dsgn. L= 3.01 ft 0.161 0.000 3.61 3.56 Dsgn.L= 3.01 ft 0.161 0.001 3.60 3.41 Dsgn.L= 3.01 ft 0.152 0.002 3.41 3.00 Dsgn.L= 2.91 ft 0.134 0.002 3.00 2.39 Dsgn.L= 3.01 ft 0.106 0.003 2.39 1.53 Dsgn.L= 3.01 ft 0.068 0.004 1.53 0.44 Dsgn,L= 1.07 ft 0.020 0.004 0.44 -i{)+l4i Dsgn.L= 2.91 ft 0.050 0.004 1.13 Dsgn.L= 3.01 ft O.Q93 0.003 2.08 1.13 Dsgn.L= 3.01 ft 0.125 0.003 2.80 2.08 Dsgn.L= 3.01 ft 0.147 0.002 3.29 2.80 Dsgn.L= 3.01 ft 0.159 0.001 3.56 3.29 Dsgn.L= 3.01 ft 0:161 0.000 3.61 3.56 Dsgn.L= 3.01 ft 0.161 0.001 3.60 3.41 Load ComblnaftOn Location of maximum on span Span #where maximum occurs \.<(I Lt."'"'"'-~ 0<360 0 <360 307 0 <180 ··-·-·---· -····---·-··· Surrmary of Moment Values MaMax Mny Mny/Omega Cb Rm 1.13 37.46 22.43 1.65 1.00 2.08 37.46 22.43 1.22 1.00 2.80 37.46 22.43 1.11 1.00 3.29 37.46 22.43 1.0$ 1.00 3.56 37.46 22.43 1.03 1.00 3.61 37.46 22.43 1.00 1.00 3.60 37.46 22.43 1.02 1.00 3.41 37.46 22.43 1.04 1.00 3.00 37.46 22.43 1.08 1.00 2.39 37.46 22.43 1.15 1.00 1.53 37.46 22.43 1.36 1.00 0.44 37.46 22.43 1.56 1.00 1.13 37.46 22.43 1.65 1.110 2.08 37.46 22.43 1.22 1.00 2.80 37.46 22.43 1.11 1.00 3.29 37.46 22.43 1.0!) 1.00 3.56 37.46 22.43 1.03 1.00 3.61 37.46 22.43 1.QO 1.00 3.60 37.46 22.43 1.02 1.00 ••·····---· • • ., •r W14x30 0.4250 k 103.642 k +D+H 0.000 ft Span#1 ---·-· --··---- Summary Of Shear Values VaMax Vny Vny/Omega 0.43 155.46 103.64 0.35 155.46 103.64 0.28 155.46 103.64 0.20 155.46 103.64 0.13 155.46 103.64 0.05 155.46 103.64 0.10 155.46 103.64 0.17 155.46 103.64 0.25 155.46 103,64 0.32 155.46 103.64 0.40 155.46 103.64 0.42 155.46 103.64 0.43 155.46 103.64 0.35 155.46 103.64 0.28 155.46 103.64 0.20 155.46 103.64 0.13 155.46 103.64 0.05 155.46 103.64 0.10 155.46 103.64 - - File= p:\OAB\N8'D't'4ll~\OOJIZ7-l\SEV1IlW-IWOCOTZ-4.EC6 -Et!ERCAI..C. INC. 1983-2015, 81Jld:6.15.10.6, Ver:6.15.10.6 ... Description: Folding PartitiOn Beam. L = 34' (l.ateraQ -Load Combination Max Stress Ratios Summa!)' of Moment Values Summa!)' of Shear Values -Segment Length Span# M v Mmax+ Mmax-MaMax Mnx Mnx!Omega Cb Rm VaMax Vnx Vnx/Omega Dsgn.L= 3.01 ft 1 0.152 0.002 3.41 3.00 3.41 37.46 22.43 1.04 1.00 0.17 155.46 103.64 .'.f~ Dsgn. L= 2.91 ft 1 0.134 0.002 3.00 2.39 3.00 37.46 22.43 1.08 1.00 0.25 155.46 103.64 Dsgn. L= 3.01 ft 1 0;106 0.003 2.39 1.53 2.39 37.46 22.43 1.15 1.00 0.32 155.46 103.64 -Dsgn. L = 3.01 ft 1 0.068 0.004 1.53 0.44 1.53 37.46 22.43 1.36 1.00 0.40 155.46 103.64 Dsgn. L= 1.07 ft 1 0.020 0.004 0.44 0.44 37.46 22.43 1.56 1.00 0.42 155.46 103.64 ~-+H '-Dsgn. L= 2.91 ft 1 0.050 0.004 1.13 1.13 37.46 22.43 1.65 1.00 0.43 155.46 103.64 Dsgn.L= 3.01 ft 1 0.093 0.003 2.08 1.13 2.08 37.46 22.43 1.22 1.00 0.35 155.46 103.64 -Dsgn. L= 3.01 ft 1 0.125 0.003 2.80 2.08 2.80 37.46 22.43 1.11 1.00 0.28 155.46 103.64 Dsgn.L= 3.01 ft 1 0.147 0.002 3.29 2.60 3.29 37.46 22.43 1.06 1.00 0.20 155.46 103.64 -Dsgn.L= 3.01 ft 1 0.159 0.001 3.56 3.29 3.56 37.46 22.43 1.03 1.00 0.13 155.46 103.64 Dsgn.L= 3.01 ft 1 0.161 0.000 3.61 3.56 3.61 37.46 22.43 1.00 1.00 0.05 155.46 103.64 -Dsgn. L= 3.01 ft 1 0.161 0.001 3.60 3.41 3.60 37.46 22.43 1.02 1.00 0.10 155.46 103.64 Dsgn.L= 3.01 ft 1 0.152 0.002 3.41 3.00 3.41 37.46 22.43 1.04 1.00 0.17 155.46 103.64 Dsgn. L= 2.91 ft 1 0.134 0.002 3.00 2.39 3.00 37.46 22.43 1.08 1.00 0.25 155.46 103.64 Dsgn. L= 3.01 ft 1 0.106 0.003 2.39 1.53 2.39 37.46 22.43 1.15 1.00 0.32 155.46 103.64 Dsgn.L= 3.01 ft 1 0.068 0.004 1.53 0.44 1.53 37.46 22.43 1.36 1.00 0.40 155.46 103.64 -Dsgn.L= 1.07ft 1 0.020 0.004 0.44 0.44 37.46 22.43 1.56 1.00 0.42 155.46 103.64 -+D+S-+H Dsgn.L= 2.91 ft 1 0.050 0.004 1.13 1.13 37.46 22.43 1.65 1.00 0.43 155.46 103.64 Dsgn.L= 3.01 ft 1 0.093 0.003 2.08 1.13 2.08 37.46 22.43 112 1.00 0.35 155.46 103.64 Dsgn.L= 3.01 ft 1 0.125 0.003 2.80 2.06 2.80 37.46 22.43 1.11 1.00 0.28 155.46 103.64 Dsgn.l= 3.01 ft 1 0.147 0.002 3.29 2.60 3.29 37.46 22.43 1.06 1.00 0.20 155,46 103.64 Dsgn.L= 3.01 ft 1 0.159 0.001 3.56 3.29 3.56 37.46 22.43 1.03 1.00 0.13 155,46 103.64 Dsgn.l= 3.01 ft 1 0.161 0.000 3.61 3.56 3.61 37.46 22.43 1.00 1.00 0.05 155.46 103.64 Dsgn.L= 3.01 ft 1 0.161 0.001 3.60 3.41 3.60 37.46 22.43 1.02 1.00 0.10 155.46 103.64 Dsgn.L= 3.01 It 1 0.152 0.002 3.41 3.00 3.41 37.46 22.43 1.04 1.00 0.17 155.46 103.64 Dsgn.L= 2.91 ft 1 0.134 0.002 3.00 2.39 3.00 37.46 22.43 1.08 1.00 0.25 155.46 103.64 Dsgn.L= 3.01 ft 1 0.106 0.003 2.39 1.53 2.39 37.46 22.43 1.15 1.00 0.32 155.46 103.64 Dsgn.L= 3.01 ft 1 0.068 0.004 1.53 0.44 1.53 37.46 22.43 1.36 1.00 0.40 155.46 103.64 Dsgn.L= 1.07ft 1 0.020 0.004 0.44 0.44 37.46 22.43 1.56 1.00 0.42 155.46 103.64 +O-tO. 750Lr-+0.750l-+H Dsgn. L = 2.91 ft 1 0.050 0.004 1.13 1.13 37.46 22.43 1.65 1.00 0.43 155.46 103.64 Dsgn.l= 3.01 ft 1 0.093 0.003 2.08 1.13 2.08 37.46 22.43 1.22 1.00 0.35 155.46 103.64 Dsgn.l= 3.01 ft 1 0.125 0.003 2.80 2.08 2.80 37.46 22.43 1.11 1.00 0.28 155.46 103.64 Dsgn.L= 3.01 ft 1 0.147 0.002 3.29 2.80 3.29 37.46 22.43 1.06 1.00 0.20 155.46 103.64 Osgn.l = 3.01 ft 1 0.159 0.001 3.56 3.29 3.56 37.46 22.43 1.03 1.00 0.13 155.46 103.64 Dsgn.l = 3.01 tt 1 0.161 0.000 3.61 3.56 3.61 37.46 22.43 1.00 1.00 0.05 155.46 103.64 Dsgn.l= 3.01 ft 1 0.161 0.001 3.60 3.41 3.60 37.46 22.43 1.02 1.00 0.10 155.46 103.64 Dsgn.l= 3.01 ft 1 0.152 0.002 3.41 3.00 3.41 37.46 22.43 1.04 1.00 0.17 155.46 103.64 Dsgn.l= 2.91ft 1 0.134 0.002 3.00 2.39 300 37.46 22.43 1.08 1.00 0.25 155.46 103.64 Dsgn.l = 3.01 ft 1 0.106 0.003 2.39 1.53 2.39 37.46 22.43 1.15 1.00 0.32 155.46 103.64 Dsgn.l= 3.01 ft 1 0.068 0.004 1.53 0.44 1.53 37.46 22.43 q6 1.00 0.40 155.46 103.64 Dsgn.l= 1.07ft 1 0.020 0.004 0.44 0.44 37.46 22.43 1.56 1.00 0.42 155.46 103.64 -+0+0.7501.. +0.150S-+H ... Dsgn. L = 2.91 ft 0.050 0.004 1.13 1.13 37.46 22.43 1.65 1.00 0.43 155.46 103.64 Dsgn. L = 3.01 It 0.093 0.003 2.08 1.13 2.08 37.46 22.43 1.22 1.00 0.35 155.46 103.64 Dsgn. L = 3.01 ft 0.125 0.003 2.60 2.08 2.80 37.46 22.43 1.11 1.00 0.28 155.46 103.64 Dsgn.L= 3.01 It 0.147 0.002 3.29 2.80 3.29 37.46 22.43 1.06 1.00 0.20 155.46 103.64 Dsgn. L= 3.01 ft 0.159 0.001 3.56 3.29 3.56 37.46 22.43 1.03 1.00 0.13 155.46 103.64 -Dsgn.L= 3.01 ft 0.161 0.000 3.61 3.56 3.61 37.46 22.43 1.00 1.00 0.05 155.46 103.64 Dsgn. L= 3.01 ft 0.161 0.001 3.60 3.41 3.60 37.46 22.43 1.02 1.00 0.10 155.46 103.64 '"' Dsgn. L= 3.01 ft 0.152 0.002 3.41 3.00 3.41 37.46 22.43 1.04 1.00 0.17 155.46 103.64 Dsgn. L= 2.91 ft 0.134 0.002 3.00 2.39 3.00 37.46 22.43 1.08 1.00 0.25 155.46 103.64 ,.,.. Dsgn. L= 3.01 ft 0.106 0.003 2.39 1.53 2.39 37.46 22.43 1.15 1.00 0.32 155.46 103.64 Dsgn.L= 3.01 fl 0.068 0.004 1.53 0.44 1.53 37.46 22.43 1.36 1.00 0.40 155.46 103.64 Dsgn.L= 1.07ft 0.020 0.004 0.44 0.44 37.46 22.43 1.56 1.00 0.42 155.46 103.64 -+{)+().60W-+H Dsgn.l= 2.91 ft 1 0.050 0.004 1.13 1.13 37.46 22.43 1.65 1.00 0.43 155.46 103.64 -Dsgn.L= 3.01 ft 1 0.093 0.003 2.08 1.13 2.08 37.46 22.43 1.22 1.00 0.35 155.46 103.64 Dsgn.l= 3.01 ft 1 0.125 0.003 2.80 2.08 2.80 37.46 22.43 1.11 1.00 0.28 155.46 103.64 Dsgn. L= 3.01 ft 1 0.147 0.002 3.29 2.80 3.29 37.46 22.43 1.06 1.00 0.20 155.46 103.64 Dsgn. L= 3.01 ft 1 0.159 0.001 3.56 3.29 3.56 37.46 22.43 1.03 1.00 0.13 155.46 103.64 Dsgn.L= 3.01 ft 1 0.161 0.000 3.61 3.56 3.61 37.46 22.43 1.00 1.00 0.05 155.46 103.64 -Dsgn. L= 3.01 ft 1 0.161 0.001 3.60 3.41 3.60 37.46 22.43 1.02 1.00 0.10 155.46 103.64 Dsgn.l= 3.01 ft 1 0.152 0.002 3.41 3.00 3.41 37.46 22.43 1.04 1.00 0.17 155.46 103.64 .... Dsgn.l= 2.91 ft 1 0.134 0.002 3.00 2.39 3.00 37.46 22.43 1.08 1.00 0.25 155.46 103.64 Dsgn. L= 3.01 ft 1 0.106 0.003 2.39 1.53 2.39 37.46 22.43 1.15 1.00 0.32 155.46 103.64 ,,. Dsgn. L = 3.01 ft 1 0.068 O.D04 1.53 0.44 1.53 37.46 22.43 1.36 1.00 0.40 155.46 103fi4 ·-----Steel Beam File= -Description : Fokling Partition Beam. L = 34' (Lateral) -Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Valles -Segment Length Span# M v Mmax• Mmax-MaMax Mnx Mnx/OmegaCb Rm VaMax Vnx Vnx!Omega Dsgn. L= 1.07ft 0.0:20 0.004 0.44 0.44 37.46 22.43 1.56 1.00 0.42 155.46 103.64 --+{}t{).70E-+li Dsgn. L = 2.91 ft 1 o.oso 0.004 1.13 1.13 37.46 22.43 1.65 1.00 0.43 155.46 103.64 Dsgn. L= 3.01 ft 1 0,093 0.003 2.08 1.13 2.08 37.46 22.43 1.22 1.00 0.35 155.46 103.64 -Dsgn. L = 3.01 ft 1 0.125 0.003 2.80 2.08 2.80 37.46 22.43 1.11 1.00 0.28 155.46 103.64 Dsgn.L= 3.01 ft 1 0.147 0.002 3.29 2.80 3.29 37.46 22.43 1.06 1.00 0.20 155.46 103.64 ·-Dsgn.L= 3.01 ft 1 0.159 0.001 3.56 3.29 3.56 37.46 22.43 1.03 1.00 0.13 155.46 103.64 Dsgn.L= 3.01 ft 1 0.161 0.000 3.61 3.56 3.61 37.46 22.43 1.00 1.00 0.05 155.46 103.64 -Dsgn.L= 3.01 ft 1 0.161 0.001 3.60 3.41 .3.60 37.46 22.43 1.02 1.00 0.10 155.46 103.64 Dsgn.L= 3.01 ft 1 0.152 0.002 3.41 3.00 3.41 37.46 22.43 1.04 1.00 0.17 155.46 103.64 Dsgn.L= l.91ft 1 0.134 0.002 3.00 2.39 3.00 37.46 22.43 1.08 1.00 0.25 155.46 103.64 -Dsgn. L= 3.01 ft 1 0.106 0.003 2.39 1.53 2.39 37.46 22.43 t15 1.00 Q.32 155.46 103.64 Dsgn. L= 3.01 ft 1 0.068 0.004 1.53 0.44 1.53 37.46 22.43 1.36 1.00 0.40 155.46 103.64 -Dsgn.L= 1.07ft 1 0.020 0.004 0.44 0.44 37.46 22.43 1.56 1.00 0.42 155.46 103.64 -+{}t{).750lr..0.750L .0.450W-+li Dsgn. L = 2.91 ft 1 0.050 0.004 1.13 1.13 37.46 22.43 1.65 1.00 0.43 155.46 103.64 -Dsgn.L= 3.01 ft 1 0.093 0.003 2.08 1.13 2.08 37.46 22.43 1.22 1.00 0.35 155.46 103.$4 Dsgn.L-= 3.01 ft 1 0.125 0.003 2.80 2.06 2.80 37.46 22.43 1.11 1.00 0.28 155.46 103.64 -Dsgn. L= 3.01 ft 1 0.147 0.002 3.29 2.80 3.29 37.46 22.43 1.06 f.OO 0.20 155.46 103.64 Dsgn.L= 3.01ft 1 D.159 0.001 3.56 3.29 3.56 37.46 22.43 1.03 1.00 0.13 155.46 103.64 Dsgn. L= 3.01 ft 1 0.161 0.000 3.61 3.56 3.61 37.46 22.43 1.00 1.00 0.05 155.46 103.64 Dsgn,L= 3.01 ft 1 0.161 0.001 3.60 3.41 3.60 37.46 22.43 1.02 1.00 0.10 155.46 103.64 Osgn.L= 3.01ft 1 0.152 0.002 3.41 3.00 3.41 37.46 22.43 1.04 1.00 0.17 155.46 103.64 -Dsgn. L "' l.91 ft 1 0.134 0.002 3.0:0 2.39 3.00 37.46 22.43 1.08 1.00 0.25 155.46 103.64 Dsgn. L = 3.01 ft 1 0.106 0.003 2.39 1.53 2.39 37.46 22.43 1.151.00 0.32 155.46 103.64 Dsgn. L = 3.01 ft 1 0.068 0.004 1.53 0.44 1.53 37.46 22.43 1.36 1.00 0.40 155.46 103.64 Dsgn.L= 1.01ft 1 0.020 0.004 0.44 0.44 37.46 22.43 1.56 too 0.42 155.46 103.64 ·--+{}+{),7501. ..0.750S..0.450W-+li Dsgn. L = 2.91 ft 1 0.050 0.004 1.13 1.13 37.46 22.43 1.65 1.00 0.43 155.46 103.64 Dsgn, L = 3.01 ft 1 0.093 0.003 2.08 1.13 2.08 37.46 22.43 1.22 1.00 0.35 155.46 103.64 Dsgn. L = 3.ot ft 1 0.125 0.003 2.80 2.08 2.80 37.46 22.43 1.11 1.00 0.28 155.46 103.64 Dsgn.L = 3.01ft 1 0.147 0.002 3.29 2.80 3.29 37.46 22.43 1.06 1.00 0.20 155.46 103.64 II'>. ..... Dsgn. L = 3.01 ft 1 0.159 0.001 3.56 3.29 3.56 37.46 22.43 1.03 1.00 0.13 155.46 103.64 Dsgn. L = 3.01 ft 1 0.161 0.000 3.61 3.56 3.61 37.46 22.43 1:00 1.00 0.05 155.46 103.64 Dsgn. L= 3.01t 1 0.161 0.001 3.60 3.41 3.60 37.46 22.43 1.02 1.00 0.10 155.46 103.64 Dsgn. L = 3.01 ft 1 0.152 0.002 3.41 3.00 3.41 37.46 22.43 1.04 1.00 0.17 155.46 103.64 O$gn. L = 2.91 ft 1 0.134 0.002 3.00 2.39 3.00 37.46 22.43 1.08 1.00 0.25 155.46 103.64 •,,,.,. O$gn.L= 3.01 ft 1 0.106. 0.003 2.39 1.53 2.39 37.46 22.43 1:151.00 0.32 155.46 103.64 Dsgn. L = 3.01 ft 1 0.068 0.004 1.53 0.44 1.53 37.46 22.43 1.36 1.00 0.40 155.46 103.64 O$gn.L= 1.07ft 1 0.020 0.004 0.44 0.44 37.46 22.43 1.56 1.00 0.42 155.46 103.64 -+{}t{).750L -t0.750S1-0.5250E-+li ··-O$gn. L= 2.91ft 1 0.050 0.()04 1.13 1.13 37.46 22.43 1.65 1.00 0.4.'3 155.46 103.64 Dsgn. L= 3.01 t 1 0.093 0.003 2.M 1.13 2.08 37.46 22.43 1.22 1.00 0.35 155.46 103.64 Osgn. L = 3.01 ft 1 0.125 0.003 2.80 2.08 2.80 37.46 22.43 1.11 1.00 0.28 155.46 103.64 Osgn. L= 3.01 ft 1 0.147 0.002 3.29 2.80 3.29 37.46 22.43 1.06 1.00 0.20 155.46 103.64 Osgn. L= 3.01 ft 1 0.159 0.001 3.56 3.29 3.56 37.46 22.43 1.03 1.0:0 0.13 155.46 103.64 .. Dsgn.L= 3.01 ft 1 0.161 0.000 3.61 3.56 3.61 37.46 22.43 1.00 1.00 0.05 155.46 103.64 Osgn. L ;: 3.01 ft 1 0.161 0.001 3.60 3.41 3.60 37.46 22.43 1.02 1.00 0.10 155.46 103.64 .. Dsgn. l = 3.01 ft 1 0.152 0.002 3.41 3.00 3.41 37.46 22.43 1.04. 1.00 0.17 155.46 103.64 Dsgn.L= 2.91 ft 1 0.134 0.002 3.00 2.39 3.00 37.46 22A3 1.08 1.00 0.25 155.46 103.64 .. O$gn. L = 3.01 ft 1 0.106 0.003 2.39 1.53 2.39 37.46 22.43 1.15 1.00 0.32 155.46 103.64 Dsgn.L= 3.01 ft 1 0.068 0.004 1.53 0.44 1.53 37.46 22.43 1.36 1.00 0.40 155.46 103.64 Dsgn.L= 1.07ft 1 0.020 0.004 0.44 0.44 37.46 22.43 1.56 1.00 0.42 155.46 103.64 ..... .0.6001-0.60W..0.60H Dsgn.L= 2.91 ft 1 0.030 0.002 0.68 0.68 37.46 22.4.'3 1.65 1.0:0 0.26 155.46 103.64 .. Dsgn.L= 3.01 ft 1 0.056 0.002 1.25 0.68 1.25 37.46 22.43 1.22 1.00 0.21 155.46 103.64 Osgn.L= 3.01 ft 1 0.075 0.002 1.68 1.25 1.68 37.46 22.43 1.11 1.00 0.17 155.46 103.64 Dsgn.L= 3.01 ft 1 0.088 0.001 1.98 1.68 1.98 37.46 22.43 1.06 1.00 0.12 155.46 103.64 '"' Dsgn.L= 3.01 ft 1 0.095 0.001 2.14 1.98 2.14 37.46 22.43 1.03 1.00 0.08 155.46 103.64 Dsgn. L = 3.01 ft 1 0.097 0.000 2.17 2.14 2.17 37.46 22.43 1.00 1.00 0.03 155.46 103.64 ... Dsgn.L= 3.01ft 1 0.096 0.001 2.16 2.05 2.16 37.46 22.43 1.02 1.00 0.06 155.46 103.64 Dsgn.L= 3.01 ft 1 0.091 0.001 2.05 1.80 2.05 37.46 22.43 1.04 1.00 0.10 155.46 103.64 -Dsgn. L = 2.91 ft 1 0.080 0.(}01 1.80 1.43 1.80 37.46 22.43 1.08 1.00 0.15 155.46 103.64 Dsgn. L = 3.01 ft 1 0.064 0.002 1.43 0.92 1.43 37.46 22.43 1.15 1.(}0 0.19 155.46 1Q3.64 .. Osgfl. L = 3.01 ft 1 0,041 0.002 0.92 0.26 0.92 37.46 22.43 1.36 1.00 0.24 155.46 103.64 Dsgn.L= 1.07 ft 1 0.012 0.002 0.26 0.26 37.46 22.43 1.56 1.(}0 0.25 155.46 103.64 1-0.6()()1().70E..0.60H Dsgn. L = 2.91 ft 1 0.030 0.002 0.68 0.68 37.46 22.43 1.65 1.00 0.26 155.46 103.64 Dsgn. L = 3.01 ft 1 0.056 0.002 1.25 0.68 1.25 37.46 22.43 1.22 1.00 0.21 155.46 103.64 - - - - Description : Folding Partition Beam, L = 34' (Lateral) Load Combination Max stress Ratios Segment Length Span# M V Mmax+ Mmax- Dsgn. L = 3.01 ft 1 0.075 0.002 1.68 1.25 Dsgn. l = 3.01 It 1 0.088 0.001 1.98 1.68 Dsgn. l = 3.01 It 1 0.095 0.001 2.14 1.98 Dsgn. L = 3.01 It 1 0.097 0.000 2.17 2.14 Dsgn.l = 3.01 It 1 0.096 0.001 2.16 2.05 Dsgn. L = 3.01 ft 1 0.091 0.001 2.05 1.80 Dsgn. L = 2.91 ft 1 0.060 0.001 1.80 1.43 Dsgn. L = 3.01 ft 1 0.064 0.002 1.43 0.92 Dsgn. L = 3.01 ft 1 0.041 0.002 0.92 0.26 Dsgn. L = 1.07ft 1 0.012 0.002 0.26 Overall Maximum Deflections File"' p:\OAB'Ml\DY4l~15N-LIDWIZT-l\SEV10'N-K\OOCQ1Z~.EC6 ENERCAI..C, INC. 1983-201i, lluid:&.15.10.S, \ler.6.15.10.6 .... ; Summary of Moment Values Summary of Shear Values MaMax Mnx Mnx/Omega Cb Rm VaMax Vlll( Vnt/Omega 1.68 37.46 22.43 1.11 1.00 0.17 155.46 103.64 1.98 37.46 22.43 1.06 1.00 0.12 155.46 103.64 2.14 37.46 22.43 1.03 1.00 0.08 155.46 103.64 2.17 37.46 22.43 1.00 1.00 0.03 155.46 103.64 2.16 37.46 22.43 1.02 1.00 0.06 155.46 103.64 2.05 37.46 22.43 1.04 1.00 0.10 155.46 103.64 1.80 37.46 22.43 1.08 1.00 0.15 155.46 103.64 1.43 37.46 22.43 1.15 1.00 0.19 155.46 103.64 0.92 37.46 22.43 1.36 1.00 0.24 155.46 103.64 0.26 37.46 22.43 1.56 1.00 0.25 155.46 103.64 Load~~tion ________ S_pa_n----~---._,·-~----L-oonoo--.-m-. -Spa __ n ___ L_oa_d-~--~-.n-ation-.--------------Max--.-.+-.~-----L~--.--m-S_pa_n __ 0 Only 1 1.3285 17.097 0.0000 0.000 Vertical Reactions Support notation :far left is #1 Values in KIPS Overall MAXimum Overall MINimum -+0-+H +D+L-+H +O+l.ffli +O+S-+ti +D+0.750li't(}.750L+H ..o+0.750L +0.750S-++i +D+0.60W-+H +D+0.70E-+ti ~.750Lr+0.750l +0.450W+H ~.750L +0.750S+0.450W-+H ..0,.0.750l +0.750S+0.5250E-+H +0.600+0.60W+0.60H +0.600+0.70E+0.60H DOnly LrOnly LOnly SQnly WOnly EOnly HQnly Support 1 0.425 0.255 0.425 0.425 0.425 0.425 0.425 0.425 0.425 0.425 0.425 0.425 0.425 0.255 0.255 0.425 Support2 0.425 0.255 0.425 0.425 0.425 0.425 0.425 0.425 0.425 0.425 0.425 0.425 0.425 0.255 0.255 0.425 - - - Description : FokfJng Pattition Oiag. Brace, l = 2.82', P = 106 # Code References Calculations per AISC 360-05,1BC 2009, CBC 2010, ASCE 7...()5 Load Combinations Used: ASCE 7-10 Generallnfonnation Steel Section Name : Analysis Method : L3x3x1/4 Allowable Strength fie= p:\DABWB\OY411..S--~IOOJIZ7-Z\SEV1ff*.K\OOCOTZ-4.EC6 ENERCAI.C.IKC. 1983-2015. &ild:6.15.10.6, 11«:6.15.10.6 Overall Column Height 3.0 ft Top & Bottom FIXity Top & Bottom Pinned Steel Stress Grade Fy : Steel Yield Brace condition for deflection (buckUng) along columns : E : Elastic Bending Modulus load Combination : Applied Loads 36.0 ksi 29,000.0 ksi ASCE 7-10 X-X (width) axis : Unblaced length for X-X Axis buckling = 3.0 It K = 1.0 Y-Y (depth) axis: Unbrai:ed"LengthforY-Y Axis buckl"rng = 3.0 It K = 1.0 Senti<:e loads entered. Load Factors will be applied for calculations. Column s.elf weight induded: 14.70 lbs • Dead Load Factor AXIAL LOADS .•• lateral: Axial Loadat3.0ft, W = 0.1060 k DESIGN SUMMARY Bending & ShQar Check Results PASS Uax. Axial..aending Stress Ratio = Lt>ad Combinafi)n l.oeatlon of max.above base At maximum location values are ... Pa:Axial Pn/~a:A~ Mu:Applied Mn-K I Omega : Alowable Ma-y : Applied Mn-y I Omega: Allowable PASS Maximum Shear Stress Ratio = Lt>ad Combilalion l.ocatiOCI of max.aboYe base At l1l8ldmum locatiJn values a~e ... Va:Applle.d Vn I Omega: Allowable Load COmbination Results Load Combination -+{}tH +D+I...+H -tO+L.r+H ..n+S-+f-1 -t{}t{}.750Lr-t{).750L +H -t{}t{}.750L -1{).750~ ...0-+0.00W+H -t{}t{}.70E+H +0-t{).750Lr-t{), 750L-t{).450W+H +{)-t{).750l-t{)]50S-t{).450W+H +D-+0.750l-+0.750S-+{) .5250E+H -1{).601}1{) .60W1-(}.60H -+0 .60[}t{}.70E1-(}.60H Maximum Reactions load Combination 0.004323 ': 1 +D+0.60W+H 0.0 ft 0.07830 I< 18.113 k 0.0 k-ft 1.183 k..ft 0.0 k-ft 1.183 k-ft 0.0 :1 0.0 ft 0.0 k 0.0 k Maximum Axial + Bending Stress Ratios Stress Ratio Status Location 0.001 PASS 0.00 ft 0.001 PASS O.OOft 0.001 PASS 0.00 ft 0.001 PASS 0.00 ft 0.001 PASS 0.00 ft 0.001 PASS 0.00 ft 0.004 PASS 0.00 ft 0.001 PASS 0.00 ft 0.003 PASS 0.00 ft 0.003 PASS O.OOft 0.001 PASS 0.00 ft 0.004 PASS 0.00 ft 0.000 PASS 0.00 ft X-X Axis Reaction @Base @Top k Maximum SERVICE L.oacl Readions .• Top along X-X Bottom along X-X Top along Y-Y Bottom along Y -Y Maxlmlllll SERVICE load Deftections •.• AlongY-Y O.Oin at for load combination : Along X-X 0.0 in at for load c::ombinalion : Maximum Shear Ratios O.Ok O.Ok O.Ok O.Ok O.Oft above base O.Oft above base Stress Ratio Status Location 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft Note: Only non-zero react"rons are listed. Y-Y Axis Reaction Axial Reaction @Base @Top @Base k 0.015 k Steel Column R4e = p:IDAB\NB'DY41l.S-5'D3-Build\5111H.IJlOJIZ7-Z\SEV1!Yt4I-KIOOCOTZ-4.EC6 ENERCAL.C,INC. 1983-2015. Bulkl:6.15.10.6, Ver$.15.10.6 ••• 4 . •; Description : Folding Pa!tition Diag. Brace. L = 2.82', P = 106 # Maximum Reactions Note: Only non-zero reactions are listed. ,,, X-X Axis Reaction Y-Y Axis Reaction Axial Reaction Load Combination @Base @Top @Base @Top @Base <0-+l-+fi k k 0.015 k <0-+lr-+fi k k 0.015 k -<O+S-+fi k k 0.015 k <0-+0.750Lri{).750L -+fi k k 0.015 k <0-+0.750L -+0.7508-+fi k k 0.015 k <0-+0 .sow -+fi k k 0.078 k -<0-1().70E-+fi k k 0.015 k <0-+0. 750lr-1().750L -1().450W-+fi k k 0.062 k <0-+0.750L -1().750S-1().450W-+fi k k 0.062 k <0-+0.750L-+0.750S-+{).5250E-+fi k k 0.015 k --1().600-1().60W-1().60H k k 0.072 k -+0.600-1().70E-1().60H k k 0.009 k DOnly k k 0.015 k LrOnly k k k LOnly k k k -SOnly k k k WOnly k k 0.106 k EOnly k k k HOnly k k k -Maximum Deflections for Load Combinations Load Cornbilation Max. X-X Delleclion Distanoe Max. Y -Y Deflection Distanoe -+O+H 0.0000 in 0.000 ft 0.000 in 0.000 ft -<0-+l-+fi 0.0000 in 0.000 ft 0.000 in 0.000 ft <0-+lr-+fi 0.0000 in 0.000 ft 0.000 in 0.000 ft <O+S-+fi 0.0000 in 0.000 ft 0.000 in 0.000 ft <0-+0.750Lr-+0.7501.. -+fi 0.0000 in 0.000 ft 0.000 In 0.000 ft <0-+0.750l-+0.750S-+fi 0.0000 in 0.000 ft 0.000 In 0.000 ft .... <0-+0.60W-+fi 0.0000 in 0.000 ft 0.000 in 0.000 ft <0-+0. 70E-++i 0.0000 in 0.000 ft 0.000 in 0.000 ft <0-+0.750lri{).750L -1().450W-+fi 0.0000 in 0.000 ft 0.000 in 0.000 ft -+i}tl).750l-1().750S-1().450W-+fi 0.0000 in 0.000 ft 0.000 in 0.000 ft -<0-+0.750L-+0.750S-1().5250E-+fi 0.0000 In 0.000 ft 0.000 in 0.000 ft -+0.600-1().60W-+0.60H 0.0000 In 0.000 It 0.000 in 0.000 It -1().600-1().70E-1().60H 0.0000 in 0.000 ft 0.000 in 0.000 It DOnly 0.0000 in 0.000 ft 0.000 in 0.000 ft .. LrOnly 0.0000 in 0.000 ft 0.000 in 0.000 ft LOnly 0.0000 in 0.000 ft 0.000 in 0.000 ft $Only 0.0000 in 0.000 ft 0.000 in 0.000 It .... WOnly 0.0000 in 0.000 ft 0.000 In 0.000 ft EOnly 0.0000 in 0.000 ft 0.000 in 0.000 It ..... HOnly 0.0000 in 0.000 ft 0.000 in 0.000 ft - 0""' Description : Folding Partition Oiag. Brace, L = 2.82', P = 106 # -Steel Section Properties : L3x3x1/4 Dep1h 3.000 in lxx Sxx Leg Width 3.000 in Rxx Thickness 0.250 in zx -Area 1.440 in"2 lyy WeW;Jht 4.900 plf Syy Kdesign 0.625 in Ryy ;~ YOJ 0.836 in Qs {l -Sz Yp 0.239 in Rz Tara Eo 0.239 in ~--~----- Load 1 X - - Fi&= p:10A81Ml\DV41l.S-5'.Q3..Bui1d109115M-L\OOJIZ7-l\SEV10W-K\OOCQTZ--4.EC6 ENERCALC,INC. 1983-2015,8uild:U5.10.~ Ver.6.15.10.6 1.23 in"4 0.57 in"3 0.926 in 1.020 ln"3 = 1.230 in"4 0.569 in"3 0.926 in 1.000 0.491 in"4 0.231 inAJ 0.585 in 1.00 deg J Cw Ro ··- 0.031ln"4 0.02 in"6 1.650 in loads are total entered value. MINIS do not renect abso4ule dire<:llon. - - - - - - - Code References Calculations per ACI318-08, IBC2009, CBC 2010, ASCE 7-05 Load Combinations Used: ASCE 7-10 Analytical Values d -Slab Thickness FS -Req'd Factor of Safety Analysis Formulas 5.0in 3.0:1 Fie= p:IDA8\N9\0Y4d.S-5103-BuiliM9USI.H.IDOJIZ7~Z\SEV1IYN-KIOOCQJZ--4.EC6 ENERCALC, INC. 1913J.2015, Buitd:6.15. 10.6, Ver-6.15.10.6 Ks -SoH Modulus of Subgrade Reaction Ec -Conaete Elastic Modulus fc -Concrete Compressive Strength J.l -Poisson's Ratio Mn. Adjacent Load Distance 100.0 pci 3,122.0 ksi 3.0 ksi 0.150 36.025 in Pn = 1.72 [ (Ks R1/ Ec) 10,000 + 3.6] Frd"~ Ks = Soil modulus of subgrade reaction Min Adjacent Column Distance= 1.5 * ( [ Ec dA3f (12 • ( 1-uA2) Ks)" 1/4) Ec = Concrete elastic modulus R1 = 50% plate average dimension = sqrt{ PIWid • Pllen) 12 Ec = Concrete elastic modulus Fr-Concrete modulus of rupture = 7.5 • sqrt( fc ) d -Slab Thickness load & Capacity Table Applied Concen1rated Load on Plate -(kip} d -Slab Thickness u -Poisson's ratio Ks = Soil modulus of subgrade reaction 'I Plate (in) R1 I Load ID . Wid Len (in) I D Lr L S W E Governing LdComb Pu (kip) Column 3.00 3.00 1.50 1.90 DOnly 1.9 Pn (kip) 72.1 Check ?ails. fS=37 .94 >= 3 - - - - .~· ,., '-- Description : HSS3x3x1/4 Folding Partition Column, L : 10', P = 1.695 k Code References Calculations per AISC 360-05, IBC 2009, CBC 2010, ASCE 7-05 Load Combinations Used: ASCE 7-10 General Information Steel Section Name : Analysis Method : HSS3x3x1/4 Allowable Strength File: p:\OAB\N8\DY41~~\0QJIZ7-ZISEV1ow--t<IDDCOTZ--4.EC6 ENERCAL.C,INC. 19$3-2015, ~ 15.10.6, Ver.6.15.10.6 ... Overall Column Height 10.0 ft Top & Bottom FIXity Top & Bottom Pinned Steel Stress Grade Fy : Steel Yield Brace condition for deflection (buckling) along columns : E : Elastic Bending Modulus Load Combination: Applied Loads 46.0 ksi 29,000.0 ksi ASCE 7-10 X-X (width) axis : Unbraoed Length for X-X Axis buckling = 10.0 ft. K = 1.0 Y-Y (depth) axis: UnbraCed"Lenglh forY-Y Axis buckling= 10.0 ft. K = 1.0 Service loads entered. Load Factors will be applied for calculations. Column self weight included : 87.780 lbs • Dead Load Factor AXIAL LOADS ... Dead: Axial Load at 10.0ft, D= 1.695 k DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axiaf.taending Stress Ratio = Load Combination LocatiOn of max.above base At maximum location values are ••. Pa :Axial Pn I Omega: Allowable Ma-x : Applied Mn-x I Omega : Allowable Ma-y : Applied Mn.y I Omega : Allowable PASS Maximum Shear Stress Ratio= Load Combination Location of max.above base At maximum local.lon values are ... Va: Applied Vn I Omega :Allowable load Combination Results load Combination ~+H ~+L+H -+0-+Lr+H +D+S+H +0~.750Lr~.750L+H +0~.750L ~.750S+H +D-+0.60W+H +D-+0.70E+H +D-+0. 750Lr~.750L ~.450W+H +D~.750L ~.750S~.450W+H ~~.750L ~.750S~.5250E+H ~.60D~.60W~.60H ~.600~.70E~.60H Maximum Reactions Load Combination ·+lHi 0.05822 :1 +D+H 0.0 ft 1.783 k 30.619 k 0.0 k-ft 5.693 k-ft 0.0 k-ft 5.693 k-ft 0.0 :1 0.0 ft 0.0 k 0.0 k Maximum Axial +Bending Stress Ratios Stress Ratio Status Location 0.058 PASS 0.00 ft 0.058 PASS 0.00 ft 0.058 PASS 0.00 ft 0.058 PASS 0.00 ft 0.058 PASS 0.00 ft 0.058 PASS 0.00 ft 0.058 PASS 0.00 ft 0.058 PASS 0.00 ft 0.058 PASS 0.00 ft 0.058 PASS 0.00 ft 0.058 PASS 0.00 ft 0.035 PASS 0.00 ft 0.035 PASS 0.00 ft X-X Axis Reaction @Base @Top k Maximum SERVICE Load Reactions •• Top along X-X Bottom along X-X TopalongY-Y Bottom along Y-Y Maximum SERVICE Load Deflections ••• AlongY-Y 0.0 in at for load combination : Along X-X 0.0 in at for load combilation : Maximum Shear Ratios O.Ok O.Ok O.Ok O.Ok O.Oft above base O.Oft above base Stress Ratio Status Location 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft Note: Only non-zero reactions are listed. Y -Y Axis Reaction Axial Reaction @Base @Top @Base k 1.783 k - Steel Column AI&-~Y41l..S-003-Build\OOUSt.H..\DOJIZ7-~1aw-K\OOCOTZ--4.EC6 -ENERCALC, INC. 1ll83-2015, Bliki:6.1S.10.6, Ver:Ei.15.10.6 '.f. . . : ... Description : HSS3x3x1/4 Fokl~ Par:1ition Column, l = 10', P = 1.695 k -Maximum Reactions Note: Only non-zero reactions are listed. -X-X Axis Reaction Y -Y Axis Reaction Axial ReactiOn load Combination @Base @Top @Base @Top @Base -tO-+l-+H k k 1.783 k -tO-+lr-+H k k 1.783 k -+D+S-+Ii k k 1.783 k -+{)-+{).750lr-+0.750l o!fi k k 1.783 k -+D-+0.750l-+0.750So!fi k k 1.783 k -+D-+0.60Wo!fi k k 1.783 k -+D-+0.70E4t k k 1.783 k ..0-+0. 750lr-+O. 750l-+0.450Wo!fi k k 1.783 k -+{)-+{).750l +0.750S<O .450W4t k k 1.783 k -+{)-+{).7501. +0.750S+0.5250E-+H k k 1.783 k +0.600+0.60W-+0.60H k k 1.070 k +0.600+0.70E+0.60H k k 1.070 k DOnti k k 1.783 k lrOnly k k k LOnly k k k SOnly k k k WOnly k k k EOnly k k k HOnly k k k Maximum Deftec:tions for Load Combinations load Combination Max. X-X Deftedion Distance Max. y-y Delledion Distance -+{)o!fi 0.0000 in 0.000 fl 0.000 in 0.000 fl -+04..-+H 0.0000 in 0.000 fl 0.000 in 0.000 fl -tO-+lr-+H 0.0000 in 0.000 fl 0.000 in 0.000 ft -+0+841 0.0000 in 0.000 ft 0.000 in 0.000 ft -+D-+0.750lr+0.750l4t 0.0000 in 0.000 ft 0.000 in 0.000 ft -+D+0.750l +0.750$-ffi 0.0000 in 0.000 ft 0.000 In 0.000 ft -+D+O.OOW-+H 0.0000 in 0.000 ft 0.000 in 0.000 It -t0<0.70E-+H 0.0000 in 0.000 ft 0.000 in 0.000 ft -+D+0.750Lr+0.750l +0.450Wo!fi 0.0000 in 0.000 ft 0.000 in 0.000 ft -+0+0.750l-t0.750S-t0.450W-+H 0.0000 in 0.000 ft 0.000 in 0.000 fl -+0+0.750l +0.750S+0.5250E-+Ii 0.0000 in 0.000 fl 0.000 in 0.000 ft ..o.60D-+0.60W+0.60H 0.0000 in 0.000 ft 0.000 in 0.000 ft ..0.600-+0.70E+0.60H 0.0000 in 0.000 ft 0.000 in 0.000 ft D()nly 0.0000 in 0.000 ft 0.000 in 0.000 ft lrOnly 0.0000 in 0.000 ft 0.000 in 0.000 ft lOnly 0.0000 in 0.000 ft 0.000 in 0.000 ft SOnly 0.0000 in 0.000 ft 0.000 in 0.000 ft WOnly 0.0000 in 0.000 ft 0.000 in 0.000 ft EOnly 0.0000 in 0.000 ft 0.000 in 0.000 ft HOnly 0.0000 in 0.000 ft 0.000 in 0.000 ft - - .. --- ,.., "'- - "''' - - - -- --- -- - Steel Column loll I Description: HSS3x3x114 Folding Partition Column, l = 10', P = 1.695 k steel Section Properties : HSS3x3x114 Depth = 3.000 i1 I XX Sxx Wid111 3.000 in Rxx Wall Thick 0.250 in zx Area 2.440 inA2 lyy Weight = 8.778 plf Syy Ryy Ycg 0.000 in = X Fie -p:\OAB\NB\DY4lLS~5M--l\OOJIZN.\SEV1ow-K\IJOCQ1Z-4.ECS E.foiERCALC, IHC. 1983-2015, B!All;6.15, 10.6, V.:S.15.1Q.6 3.02 in"4 2.01 inAJ 1.110 in 2.480 inAJ 3.020 inA4 2.010 inAJ 1.110 in J c = 5.080 in"4 ... 0 ~ • Load$ are to1a1 entered value.lvraws do not relklc:t absolule direction. I I I· I I I I I I I( I I I I I I I I I ' . ' I' .1t :0 fi .c ' ; 5 . ~ .. · .... ,, ... -: .. Jlf.,~'-t.· r .J 'l ' . '"""; _;, . ' ~·~~~~~--~~----~~ ·~-----~-~--,___ ___ _ - - - [JJ.GREENHECK ESD-435 Stationary Louver Drainable Blade Application and Design ESD-435 is a weather louver designed to protect air intake and exhaust openings in building exterior walls. Design incorporates drain gutters in the head member and horizontal blades to channel water to the jambs where water is further channeled through vertical downspouts and out at the sloped sill. The ESD- 435 is an extremely efficient louver with AMCA UCENSED PERFORMANCE DATA enabling designers to select and apply with confidence. Standard Construction Frame .••.•••. Heavy gauge extruded 6063-TS aluminum, 4 in. x 0.081 in. nominal wall thickness Blades ••...... Drainable design, heavy gauge extruded 6063- TS aluminum, 0.081 in. nominal wall thickness, positioned at 37.5° angles on approximately 3 U. in. centers Construction ••• Mechanically fastened Birdscreen ••••• 314 in. x0.051 in. flattened expanded aluminum in removable frame, inside mount (rear) Finish ••••••.•• Mill Minimum Size .• 12 in. W x 12 in. H Maximum Single Section Size .•. 120 in. W or 120 in. H Qimited to 70ft. sq.) Options (at additional cost) • A variety of bird and insect screens • Blank off panel • Clip angles • Extended sill • Filter rack • Ranged frame • Glazing adaptor • Hinged frame • Security bars • Welded construction • 0.125 nominal wall thickness • A variety of architectural finishes including: Clear anodize Integral color anodize Baked enamel paint Kynarpaint _J 4" L [101.6mm] H 'Width and height dmensions furnished approKimately 14 inch under size. -INSTALLATION DETAILS Maximum Size and Installation Information ESD-435 Stationary Louver Drainable Blade Extruded Aluminum -Maximum single section size for model ESD-435 is 120 in. W x 84 in. H or 84 in. W x 120 in. H (70 sq. ft). Larger openings require field assembly of multiple louver panels to make up the overall opening size. Individual louver panels are designed to withstand ...., a 25 PSF wind-load (please consult Greenheek if the louvers must withstand higher wind-loads). Sttuctural reinforcing members C may be required to adequately support and install multiple louver panels within a large opening. Structural reinforcing members _ along with any associated installation hardware Is not provided by Greenheck unless indicated otherwise by Greenheck. Additional Information on louver installation may be found in AMCA Publica1ion #501, Louver Application Manual. -;:> C...~(. '-'" '"-' "="' '-"'A t;;> SINGLE SECTION ~ !/ .• · -W/ SUPPORT ANGLES MULTIPLE SECTION W / MULLION ""' _.. ·"I 2-(.Jf.:.. -... 6-<0 ;::: u w (/} -a.. :C (/} 0 w 1-::E 1----::J z ::l z Q 1-() w (/} a.. I' (/) --- - - - -~ ..... ~ 1--·::. -, • 0 I -- ~- ~ Lgs• [2438.4mm] MAX. W/1 SUPPORTJ 120" [3048mm) MAX. W/2 SUPPORTS ~ f--. ~~ h x <( ::::E ,---, E E IX) ...;- 0 I") '---' 0 N - <>-SHIP SECTIONlSHIP UNLIMITED Minimum Single Section Size Maximum Single Section Size 12 in. W x 9 in. H 70ft. sq. -{B. GREENHECK -~ _, - 4 SECTION-==- - - - ., PRODUCT DETAILS .... g l: ~ . z :; 0 z !;: <> GJ l: <:: 0 I= 0 ... "' !;: 8 :1: <r ~ ::> g :;t 2 ':;{ !;: (:3 J: 5 § .081 [2.1rnm] EXTRUDED ALUMINUM JAMB _,..._-III--+-:~L2U.:,m~_:xrRuoro .061 (2.1mm) EXTRUDED '--JII---11----~~~r B~ET -IF R[O'D ~ .081 (2.1mm) EXTRUDED lllo---ii--ALUIAINUM BLADE SUPPORT BRACKET Jl;" [914Ammj LONG EXTRU0£0 ALUMINUM SPUCE ANGLE -I> R£0'0 _,.,.__-illt---ff--~~!fu~ m;1ftRUDEO 5/16" X 1" HH ZP CS a: NUT 1 1/2" X 1 1/2" X 1/8" (J.2mm) EXTRUDED AlUMINUM SUPPORT ANGLE SEALANT AND BACKER ROO NOT BY GREENHECK SEALANT AND BACKER ROO NOT BY GR!:ENHECK It-----SECTION WIOTH----*o-1/8" (3.2<nm]_,.of!G------ACTUAL LOWER W!DT·I+-------.. .... --------<>&OYINAL WIIJ,THt--------- 01AULl!ON DETAIL {§.GREENHECK ESD-435 Stationary Louver Drainable Blade Extruded Aluminum .,..._-111--+-~J.z~m:;'J_JXTRUDED .081 [2.1mm] EXTRUDED '-l!H--+-~~~~ :~~~ET -IF REO'O .081 (2.1mm] EXTRUDED •--+--~~~~~ ~~(T -1> REO'D 1 1/2" X 1 1/2" X 1/!1" (J.2mm] EXTRUDED AlUidiNUM SUPPORT ANGLE-IF REO'O 36" {9U.4mmJ LOOG (XTRUO(O ALUIIINUU SPLICE ANGLE -IF REO'D I I I I .081 [2.1mm] I 11 EXTRUDED I ALUMINUM lll.AOC --: I SUPPORT !!RACKET L---' -----SECTION 'MOTH------ -----ACTUAL LOUVER WIOTI-I----- -----NOUtNAL WIOTI+------<~ 0 SUPPORT DETAIL ... ""' OPTION DRAWINGS ESD-435 .081 OPTIONAL 1 1/2" [38.1mm) PERIMETER FlANG[ .061 [2.1mm] EXTRUDEO AlUMINUM GLAZING AOAPT(R (1" SHOWN) FINISHES Fm1sh Type 2-cNt 70% KVNM SIIIOeiiMAR 500IIe AAMA 2605- Illy film tffiCkness1.2mlL {AKA:~. Flu~. Ttlnarfl, Rouropalyiner, Poly¥lnyliden4 Fluoride. PVDF21 2-coat 50% 1(\'tjAR SIIIOeiiMAR 5000e MMA 21104 -Dry film thickness 1.2 mil. (AKA: Aaollute, At;rynare) -Etlamel AJWA 260a-Dry film lhlciiAMa0.8 mil. (AKA: -Pluse, Dunl<:!1lntll lnteglal Color Ano<llps M-M10C22A42 (>0.7 mil) a..--215R·1 AA'-M10C22A41 (>0.7 miO aea..-204R-1 AA'-M10C22A31 (0.+0.7 miO Industrial coatings Mil Stationary Louver Drainable Blade Extruded Aluminum OPTIONAL PERIMETER CUP ANGLES OPTIONAL SECURITY BARS OPTIONAL BIRO OR INSECT SCREEN IN REMOVABLE ALUMINUM FRAME OPTIONAL SINGLE SHEET. 1" (25.otmm) OR 2" (50.6mm) INSULATED BLANKOfF PANEL Descnptton/Apphcat1on "Best • The ,_....finish tor tiiCtfuded akltnNn. Tough, long-tasting coaling has $UII4Ifior color re1<!1111on and ~ prnpenies. Resists ctuolking, fading, dlemieal abrasion and weathering. "'Beetee:" Tough,long-fu11ng QOating ha$ excellent color retention and -'>rasiYe ~es. Resists ch~ng, fading, mwnlcal abrasion and --..g. "Good. • Provides good adhesion and-to -lhering. corrosion and chemical stain. ·r~· anodizing 1s produced by-~~""' llOm\QI anoc:fi%1ng step with a second, COlorfast process. Cleal; colotfeils and hard oxide aCuminum coating that --Is -u.enng and chemical attack. Clear, coloo1ess and hard oxide aluminum coating that resists wealhenng and chemiCal attack. OPTIONAL AlUMINUM FILTER RACK AND FILTER(S) Color Selection ........._ 0"'-:kt'j ofh24 alllndard colols ~ Qll1 be fumished In 70% or 50% KYHAR ~5000llllorBakedEnamel. ~Micll: ~ """'-9ftlndanl 2· coat Mica colors. Olher colols ""' 1Miilable. COMUII Gntenh<lck for ~-cost--g non-standard colors or SIMcial finiShes. ught, MediUm or o.rt< l!n>nZe; ~Black Clear Clear Greenheclt otters a number of in<luslrill c:oatlngs such as Hi-Pro Prl4ye&tat, Epoxy, and Pennat«:to~. Conault • Gteenhec:k Product Speclalist for complete color and application informa1ion. Materials may be &UI>~ in natural aluminum or galvanized stM tlnish when nonna1 weathering is acoeptable and then! Is no C()n()el'l\ fOr CCIOr or COlor change. Standard Warranty (Aiurmnum) 10 v.a.s (Consult Gteerthed< tor availability of extended warranty) 5Years 1 Year 5'1"81$ 5years 1 Year Consult G,_.heck nla "''" Rnlshes meet or exceed AAMA 2605, MMA 2604, and AAMA 2603 requqements. Please consult www.greernheck.com for complete information on standard and extended {Uiint ~ Paint finish WBmlllties are not applicable to steel products. {B.GREENHECK P.O. Box 410 ·Schofield, W/54476-0410 • 715.359.6171· greenheck.com ,.., ESD-435 September 2014 Rev. 1 Copyright C 2014 Greenhecl< Fan Corporation Greenheck Fan Corporation reserves the right to make product changes without notice. - - PERFORMANCE DATA Free Area Chart (Sq. ft.) LO\Mlr LO!J'.$' \/fdth n Inches Height I= e.< 12 18 3'j 3'j 48 54 6G 72 64 9 0.20 0.33 O.flO ()J3 099 HJ9 1.36 1.49 1.75 12 0.31 0.61 0.92 1.13 1.54 '1.69 2.10 2.31 2.72 18 0.5<1 0.9Q 1.63 1.99 2.71 2.9<3 3.71 4.07 4.00 24 0.78 1.30 2.34 2.86 3.00 4.29 5.33 5.86 6.89 30 1.02 1.70 3.b6 3.74 5.10 5.61 6.96 7.6!\ 9.02 36 1.26 2.10 3.78 4.62 6.:JO 6.93 S:61 9.45 11.13 42 1.51 2.51 4.52 6.52 7.53 8.29 '0.29 \1.30 13.31 48 1.78 297 5:35 6o5d 8.92 9.81 '2.19 13.38 15.76 5<1 2,01 3J35 6.03 7.37 10.Q5 11.06 '3.7~ 15.08 1l,76 00 2.25 3.74 6.74 B.24 1123 12.38 '5.35 16.85 19.64 66 ?..48 4.14 7.45 9.11 12.42 13.67 '6.96 18.64 2iJ)5 72 2.73 4.54 8.16 ·o.oo 13.()3 15.00 '8.83 ll~tl·~-' ,:::24,()8 - - - ... .... .. .... - _,.., - ·• -.... - 78 2.97 •. 94 8.90 'O:St 14.83 '6.31 20.27 22.24 B4 ,3.2'3 fi.38 9.68 <1.83 16.14 17.75 22.05 2420 00 3.48 5.~ 1043 ~;!.75 17.39 19.1;> 2377 28.(Jil 98 3.71 6.19 11.14 '3.62 18.57 20.42 25.38 27.85 102 3:95 6.68 11115 14.49 \9.75 21.73 27.00 29.6:l 108 4.19 £.99 12.57 15.37 20.96 23.05 26.64 :31.44 114 4.43 7.38 13.29 16.25 22.15 2A37 30.26 33.2'3 120 4.00 t.eo 14.03 ~7.15 2'3.39 25.72 '31.96 3$.06 Airflow Resistance (Standard Air-.075 lb!W) .. .. ... , .... ""' u O.T ~ T ... -...... _.O.ln. .. ___ ..,._. . 0.6 0.5 " 1Q] II.A to .. . .. II II 0. ,.. 2 .. c • 50 ~ .. ::0 "0 • • f a. .. u II I ~ i-f J v . ~ It; 0.1 ! q.<IO 20 .... OJ11 .... ,, o:O. 10 .... '/ II I ' / . ... Free /ik Velocity Model ESD-435 resistance to airflow (pressure drop) varies dependirg on louver application (air intake or air ~haust). Free area velocities {shown) are higher than average velocity through 1he overall louver size. See louver selection information. {Test Figure 5.5) • {B. GREEN HECK .~ 28.51 '$).72 $2.80 34:90 37.02 39.14 4i.31 90 :02 ·oa 1.89 2.16 2.28 2.92 3.33 3.53 5.16 5.86 6.24 7.41 845 8.97 9.70 1\.06 11.74 '1.97 13:65 ',4.49 '4.31 16.32 17.32 '6.95 19.33 2Q.62 '9.10 21.78 23.12 2134 24.34 25.83 23.61 26.92 28.,58 <s.w 2'J.54 ~1.35 28.16 S213 34.11 30~ ~96 37.11 .....,_, ..... ....... 120 2.55 3.94 6.97 '0.01 13.10 '6.1? '9.33 22.89 B']Q 28.63 31.89 ~"1.99 38.06 "1.41 1\ ESD-435 Stationary Louver Drainable Btade Extruded Aluminum I<¥11CQ / Greenheck Fan Corporation certifies that the ES0-435 louvers shown herein are licensed to bear ~ the AMCA Seal. The ratings shown are based on tests and procedural? performed with AMCA Publication in accordance 511 and compl y with the requirements Certified Ratirgs Program. rtified Ratings Seal performance and water ngs. oftheAMCA TheAMCACe applies to air penetration rati j(2) 10'X4'-6" J ~ "'--1(1) 6'X6'1 Water Penetration (Standard Air-.0751btft3) Test size 48 in. x 48 in. Test duration of 15 min. mllm2 = 0.30 ·-j_'l~-~ ·• j L TestS&te-411n.K ... h + . .,........__,._ :i: '--... H .. T .... -1$ .. _ ft--1. f eo 0.25 -Nr-..o?SIIIIi : i <( ' -; :rtt~1-:I ,·+·· • ·t +-!·· f :.:;-_ iT II. ·h-~ 1-J..--'-·~+;It--It-'2 0.20 60 + .. . I, :F ::;, l ! 1-:,; ,, .. · ··-i/1-~ 0. 0.15 c: '{ 0 11~~,+-. ~ .. ;: 40 -~-+-..... ,. f . .. ;... 4i .. ~. 0.10 ' "' .;... t' -~"' ~-+-=+~ • -, .... ;--.. j r-: a.. .. ' . ~ zo 0.05 3: '-;-+-\ . :::.t;. 1::;.: ~-~ 2 i--P"': ·-'+ 0 OJlQ ' ftlmin: 90C 950 1000 1050 1100 t150 1200 mls: <1.6 4.? 4.6 4.9 5.0 5.1 s.z 5.3 5" 5.5 5.6 5.7 s.a 5.9 6.o Free Area Veloc:lty The AMCA Water Penetration Test provides a method for comparing various louver models and designs as to their efficiency in reSisting the penetration of rainfall under specific laboratOI)' test conditions. The beginning point of water penetratlon is defined as that velocity where the water penetration curve projects through .01 oz. of water (penetration) per sq. ft. of louver free area. *The beginning point of water penetration for Model ESD-435 is 989 fpm free area velocity. These performance ratings do not guarantee a lotNer to be weather- proof or stormproof and should be used in combination with other factors including good enQineering judgement in selectirg lotNers. - ..... - """ M' iiJ;.t. - t-~ - ..... .... .,. -.... -.... .. Description : High and Low Headels at Lover #1 (Latetal) CODE REFERENCES Calculations per AISC 360-05, IBC 2009, CBC 2010, ASCE 7-05 load Combination Set: ASCE 7-10 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Load Combination ASCE 7-10 Applied LQads S...O= 1UI7D11 HSSil>:6lc1l4 • Beam self weight NOT internally calculated and added load for Span Number 1 • Uniform load : W = 0.3260 klft, Tributart Width= 1.0 ft. (Wind) Loai tor Span Number 2 Uniform load : W = 0.3260 klft. T ributarv Width = 1.0 ft, (Wind) DESIGN SUMMARY Fie=p:\OABIIIIB\DY41lS~I5t.H.IDOJtZH.\SEV1llW-K\OOCQTZ.....(.EC6 ENERCALC,lfoiC.1983-2015, Build:6.15.10.~ Ver:6.15.10.6 + Fy : Steel Yield : E: Modulus: Sf*!= 14.330ft HSS!I-114 46.0 ksi 29,000.0 ksi SeMce loads entered. load Factors will be applied for calculations. Dess n OK Maximum Bending Stress Ratio -~-----· · -Maximum silear Stress.RittiO-;----0.030:1 = O.i10: 1 Section used for this span HSS8x6x1/4 Section used for this span HSS8x6x1/4 Ma: Applied 4.262k-ft Va: Applied 1.699 k Mn I Omega : Allowable 38.792k-ft Vn/Omega : Allowable 56.229 k load Combination +0+0.60W+H Loai Combination ~.60W+H l..ocatioo of maximum on span 11.670ft Location of maximum on span 11.670 ft Span# where maximum occurs Span#1 Span #where maximum occurs Span#1 Maximum Deflection Max Downward Transient Deflection 0.095 in Ratio= 1,818 Max Upward Transient Deflection -0.003 ln Ratio= 49,040 Max Downward Total Deflection 0.007 in Ratio = 3031 Max Upward Total Deflection -0.002 in Ratio = 81734 ., ·---~--~--------~-----~---.. ·-··-~·----·--- Maximum Forces & Stresses for Load Combinations Load Combi\afioct Max stress Ratios Summ&y of Moment Values Summary of Shear Values Segment Length Span# M v Mmax+ Mmax-Ma.Max Mnx MnKIOmega Cb Rm VaMax Vnx VrWOmega -+1M{ Osgn.l = 11.67 ft 1 0.000 64.78 38.79 1.00 1.00 .{).00 93.90 56.23 Osgn. L = 14.33 ft 2 0.000 64.78 38.79 1.00 1.00 .{).00 93.90 56.23 ..o-+1. -+H Osgn. L = 11.67 ft 1 0.000 64.78 38.79 1.00 1.00 .{).00 93.90 56.23 Osgn. L = 14.33 ft 2 0.000 64.78 38.79 1.00 1.00 .{).00 93.90 56.23 ..0-+U-+H Osgn. L = 11.67 ft 1 0.000 64.78 38.79 1.00 1.00 .{).00 93.90 56.23 Osgn. L = 14.33 ft 2 0.000 64.78 38.79 1.00 1.00 .{).00 93.90 56.23 iO+S+H Osgn.l = 11.67 ft 1 0.000 64.78 38.79 1.00 1.00 .{).00 93.90 56.23 Osgn. L = 14.33 rt 2 0.000 64.78 38.79 1.00 1.00 .{),00 93.90 56.23 ..o+o. 750Lr..0.750L -+H Osgn.l = 11.67 It 1 0.000 64.78 38.79 1.00 1.00 .{).00 93.90 56.23 Osgn. L = 14.33 It 2 0.000 64.78 38.79 1.00 1.00 .{).00 93.90 56.23 i0-+0.7SOL..0.750S-+H Osgn. L = 11.67 It 1 0.000 64.78 38.79 1.00 1.00 .{).00 93.90 56.23 Osgn. L = 14.33 It 2 0.000 64.78 38.79 1.00 1.00 .{).00 93.90 56.23 i0-+0.60W..ti Osgn. L = 11.67 ft 1 0.110 0.030 1.54 -4.26 4.26 64.78 38.79 2.43 1.00 1.70 93.90 56.23 Osgn. L = 14.33 ft 2 0.110 0.030 3.12 -4.26 4.26 64.78 38.79 1.67 1.00 1.70 93.90 56.23 File= p:IDAB'HriDY4tLS~IDOJlZ7-Z'ISEV1(MI-K\ODCQTZ-4.EC6 .. ENERCALC,INC. 1963-2015, 8uld:6.15.10.6, Ver:6.15.10.6 Description : High and Low Headers at Lover #1 (Latera0 Load Comblnatlon Max Stn!ss Ratios Summary of Momeot Values Summary of Shear Values -Segment Length Span# M v Mmax+ Mmax· MaMax Mnx MnxiOmegaCb Rm VaMax Vnx VnxJOmega ~.70E+H Dsgn. L = 11.67 ft 1 0.000 64.78 38.79 1.00 1.00 -'1.00 93.90 56.23 Dsgn. L = 14.33 ft 2 0.000 64.78 38.79 1.00 1.00 -'1.00 93.90 56.23 ~.750Lr-+0.750L -+0.450W+H Dsgn. L = 11.67 ft 1 0.082 0.023 1.15 -3.20 3.20 64.78 38.79 2.43 1.00 1.27 93.90 56.23 Dsgn. L = 14.33 ft 2 0.082 0.023 2.34 -3.20 3.20 64.78 38.79 1.67 1.00 1.27 93.90 56.23 ~.750L -+0.750S-+0.450W+H Dsgn. L = 11.67 It 1 0.082 0.023 1.15 -3.20 3.20 64.78 38.79 2.43 1.00 1.27 93.90 56.23 -Dsgn. L = 14.33 ft 2 0.082 0.023 2.34 -3.20 3.20 64.78 38.79 1.67 1.00 1.27 93.90 56.23 -+0+0.750L -+0.750S-+0.5250E+H Osgn.L= 11.67ft 1 0.000 64.78 38.79 1.00 1.00 -'1.00 93.90 56.23 Osgn. L = 14.33 It 2 0.000 64.78 38.79 1.00 1.00 -'1.00 93.90 56.23 +0.600-+Q.60W+0.60H Dsgn. L = 11.67 ft 1 0.110 0.030 1.54 -4.26 416 64.78 38.79 2.43 1.00 1.70 93.90 56.23 Dsgn. L = 14.33 ft 2 0.110 0.030 3.12 -4.26 4.26 64.78 38.79 1.67 1.00 1.70 93.90 56.23 -+0.60D+0.70E+0.60H Dsgn. L = 11.67 ft 0.000 64.78 38.79 1.00 1.00 -'1.00 93.90 5613 Dsgn.l = 14.33 It 2 0.000 64.78 38.79 1.00 1.00 -'1.00 93.90 56.23 Overall Maximum Oeftections Load Combination Span Max.·.· Dell Location in Span Load Combination Max."+" Deft Locafiln in Span WOoly 1 0.0222 4.388 WOoly -'1.0029 10.643 WOoly 2 0.0946 8.025 0.0000 10.643 Vertical Reactions Support notalion : Far left is #1 Values in KIPS Load Combination Support1 Support2 Support3 -Olleralf MAXInum 1.294 5.342 1.840 Overall MINinun 0.582 2.404 0.828 -+O+H -+O+L+H -+0-+lr+H -+0-+S+H -+0+0.750Lr-+0.750L +H -+0+0.7501.. -+0.750S+H ~.60W+H o.n6 3.205 1.104 -+0+0.70E+H -+0+0.750Lr-+0.750L -+().450W+H 0.582 2.404 0.828 -+0+0.7501.. -+().750S+0.450W+H 0.582 2.404 0.828 -+0+0.7501. -+0.750S-+().5250E+H -..0.600+0.60W+0.60H o.n6 3.205 1.104 +0.600+0.70E-+0.60H DOnfy LrOnly LOnfy SOnly -WOoly 1.294 5.342 1.840 EOnfy H Only "" - - - -- - - - -- -- ----- - file-p:\OAE!Iti8\DY41~15M"'LIDOJIZ7~ZISEV1QIIHQOOCQTZ-4.EC6 ENERCAI.C,IHC. 1!183-2015, Build:6.15.10.6, Ver.6.15.10.6 Description : High and Low Headers at Lover #1 (Gravily) CODE REFERENCES Calculations per AISC 360-05, IBC 2009, CBC 2010, ASCE 7-05 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Fy: Steel Yield: E: Modulus: 46.0 ksi 29,000.0 ksi Bending Axis : Minor Axis Bending Load Combination ASCE 7-10 + Span= 11.67011 H$S$odlx"1/4 pro.t29l Span= 1<4.33011 HSS81<8x1/4 Service loads entered. Load Factors will be applied for calculations. Beam self wek.lht NOT intemallv calculated and added Load for Span Number 1 Unifonn Load: 0 = 0.1290 klft, Tributatv Width= 1.0 ft. (Deal load for Span Number 2 Unifonn Load : D = 0.1290 klft, Tnbutary Width = 1.0 ft. (Deal DESIGN SUMMARY 1 Maximum Bencfmg Stress Ratio = Section used fo( this span Ma: Applied Mn I Omega : Allowable Load Combination Location of maximum on span Span# where maximum occurs Maximum Deflection 0.094:1 HSS8x6x1/4 2.811 k-ft 30.025k-ft +0-tH 11.670ft Span# 1 Maximum Shear Stress Ratio = Section used fof this span Va:Applied Vn/Omega : Allowable load Combination location of maximum on span Span# Where maximum oo::urs Max Downward Transien1 Deflection 0.000 in Ratio= 0<360 Max Upward Transient Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 6.058·in Ratio= 2955 Max Upward Total Deflection -0.002 in Ratio = 79702 "-----~ ---·------~--~-----~ ------·------·----·--·------------ Maximum Forces & Stresses for Load Combinations load Combllation Max stress Ratios Summa!y of Moment Values Segment lenglh Span# M v Mmax+ Mmax-Ma Max: Mny Mny{Omega Cb Rm ~ Dsgn. L = 11.67 ft 1 0.094 0.027 1.02 -2.81 2.81 50.14 30.03 1.00 1.00 Osgn. L = 14.33 ft 2 0.094 0.027 2.05 -2.81 2.81 50.14 30.03 1.00 1.00 +0-t\.;-H Osgn.l = 11.67 ft 1 0.094 0.027 1.02 -2.81 2.81 50.14 30.03 1.00 1.00 Dsgn. L = 14.33 ft 2 0.094 0.027 2.05 -2.81 2.81 50.14 30.03 1.00 1.00 +0-+Lr;-H Osgn. L = 11.67ft 1 0.094 0.027 1.02 -2.81 2.81 50.14 30.03 1.00 1.00 Dsgn. L = 14.33 ft 2 0.094 0.027 2.05 -2.81 2.81 50.14 30.03 1.00 1.00 +D+S;-H Dsgn.l = 11.67 ft 1 0.094 0.027 1.02 -2.81 2.81 50.14 30.03 1.00 1.00 Dsgn. l = 14.33 ft 2 0.094 0.027 2.05 -2.81 2.81 50.14 30.03 1.00 1.00 +0~.750lr~.750L ;-H Dsgn. L = 11.67 ft 1 0.094 0.027 1.02 -2.81 2.81 50:14 30.03 1.00 1.00 Dsgn.L= 14.33ft 2 0.094 0.027 2.05 -2.81 2.81 50.14 30.03 1.00 1.00 ~.750L ~.750$-tfi Dsgn. l = 11.67 ft 1 0.094 0.027 1.02 -2.81 2.81 50.14 30.03 1.00 1.00 Osgo. L = 14.33 ft 2 0.094 0.027 2.05 -2.81 2.81 50.14 30.03 1.00 1.00 ~.60W;-H Dsgn. L= 11.67ft 1 0.094 0.027 1.02 -2.81 2.81 50.14 30.03 1.00 1.00 Dsgn.l = 14.33 ft 2 0.094 0.027 2.05 -2.81 2.81 50.14 30.03 1.00 1.00 Des1gn OK ··-o:o27:1 HSS8x6x1/4 1.120 k 40.826 k +0-+H 11.670 ft Span# 1 Summary of Shear Values VaMax Vny Vnyl()mega 1.12 68.18 40.83 1.12 68.18 40.83 1.12 68.18 40.83 1.12 68.18 40.83 1.12 68.18 40.83 1.12 68.18 40.83 1.12 68.18 40.83 1.12 68.18 40.83 1.12 68.18 40.83 1.12 68.18 40.83 1.12 68.18 40.83 1.12 68.18 40.83 1.12 68.18 40.83 1.12 68.18 40.83 Steel Beam File= p:IDABINB'OY4llS-5'&-Build'OOII5M-LIDOJIZ7~liSEV1GW-K\OOOOTZ--4.EC6 -ENER('ALC.INC. 1983-2015, Build:6.15.10.6, Ver:6.15 .. 10.6 J, I . ; ....... Description: High and Low Headers at Lover #1 (Gravity) - load Combination Max Stress Ratios SummafY of Moment Values Summa~y of Shear Values .... Segment Length Span# M v Mmax+ Mmax-MaMax Mnx Mnx!Omega Cb Rm VaMax Vnx Vnx/Omega +0.f{).70E#i Dsgn. L = 11.671t 1 0.094 0.027 1.02 -2.81 2.81 50.14 30.03 1.00 1.00 1.12 68.18 40.83 Dsgn.l = 14.33 ft 2 0.094 0.027 2.05 -2.81 2.81 50.14 30.03 1.00 1.00 1.12 68.18 40.83 , ... -+0-+0.750lr.f{).750L .f{),450W#i Dsgn.l = 11.6711 1 0.094 0.027 1.02 -2.81 2.81 50.14 30.03 1.00 1.00 1.12 68.18 40.83 Dsgn. l = 14.3311 2 0.094 0.027 2.05 -2.81 2.81 50.14 30.03 1.00 1.00 1.12 68.18 40.83 -+0-+0.750L .f{).750S.f{).450W#i Dsgn. L = 11.67 ft 1 0.094 0.027 1.02 -2.81 2.81 50.14 30.03 1.00 1.00 1.12 68.16 40.63 -Dsgn. l = 14.33 ft 2 0.094 0.027 2.05 -2.81 2.81 50.14 30.03 1.00 1.00 1.12 68.18 40.83 +D+0.750l.f{).750S.f{).5250E+H Dsgn.l = 11.67 ft 1 0.094 0.027 1.02 -2.81 2.81 50.14 30.03 1.00 1.00 1.12 68.18 40.83 Dsgn.l= 14.33ft 2 0.094 0.027 2.05 -2.81 2.61 50.14 30.03 1.00 1.00 1.12 68.18 40.83 .f{).60D.f{).60W.f{).60H Dsgn. l = 11.67 ft 1 0.056 O.D16 0.61 -1.69 1.69 50.14 30.03 1.00 1.00 0.67 68.18 40.83 Dsgn.l = 14.33 ft 2 0.056 O.D16 1.23 -1.69 1.69 50.14 30.03 1.00 1.00 0.67 68.18 40.83 .f{) .6001<l.70E.f{).60H Dsgn. l = 11.67 ft 0.056 O.D16 0.61 -1.69 1.69 50.14 30.03 1.00 1.00 0.67 68.18 40.83 Dsgn. l = 14.33 ft 2 0.056 0.016 123 -1.69 1.69 50.14 30.03 1.00 1.00 0.67 68.18 40.83 Overall Maximum Deflections load Combination Span Max. •.• Deft Location in Span load Combination Max..+. Deft location In Span 0 Only 1 0.0137 4.388 DClnly .{).0018 10.643 COnly 2 0.0582 8.025 0.0000 10.643 Vertical Reactions Support notation: Far left is #1 Values In KIPS load Co!OOination Support1 Support2 Support3 Ovetafl MAXimum 0.512 2.114 0.728 Overafl MIN'JillUIIl 0.307 1.268 0.437 +1M! 0.512 2.114 0.728 -+lM+H 0.512 2.114 0.728 +!Mr+H 0.512 2.114 0.728 -$8-lfi 0.512 2.114 0.728 -IO.f{).75Qlr.f{) .7501. +H 0.512 2.114 0.728 +D+0.750l +0.750S+H 0.512 2.114 0.728 +D+0.60W+H 0.512 2.114 0.728 -IQ.f{).70E+H 0.512 2.114 0.728 -IQ.f{).750Lr.f{).750l.f{).450W+H 0.512 2.114 0.728 -IQ.f{).750l +0.750S.f{).450W+H 0.512 2.114 0.728 -t{)-t{).750l.f{).750S.f{).5250E+H 0.512 2.114 0.728 +0.600+0.60W+0.60H 0.307 1.266 0.437 +0.60D+0.70E.f{).~OH 0.307 1.266 0.437 DOnly 0.512 2.114 0.728 LrOnly lOnly SOnly WOnly EOnly HOnly - - - - - - Description : Midspan Column, Louver#1, L = 18.25' CocH References Calculations per AISC 360-05, IBC 2009, CBC 2010, ASCE 7-05 Load Combinations Used: ASCE 7-10 Generallnfonnatlon Steel Section Name : Analysis Method : HSS8x4x3/8 Allowable Strength File= p:IDAB\NII'DY.fiL5-·5~l3-8uitd\09U5M-LIDOJIZ7~z:..sE.V10Yf-KIIXlCQTZ4.EC6 ENERCALC, INC .. 1~5, Build:6.15.10.6, Ver.6.15.10.6 Overall Column Height 18.250 ft Top & Bottom Fixity Top & Bottom Pinned Steel Stress Grade Fy : Steel Y'leld Brace condition for deflection (budding) along columns : 46.0 ksi 29,000.0 ksi ASCE 7-10 X-X (width) axis : E : Elastic Bending Modulus Load Combination : Unbraced Length for X-X Axis bucl<flflQ = 18.250 ft. K = 1.0 Y-Y (depth} axis: UnbraCed'Lengthfor Y-Y Axis budliing = 18.250 ft. K = 1.0 Applied Loads Service loads entered. Load Factors Will be applied for calculations. Column self weight included : 500.16lbs • Dead Load Factor AXIAL LOADS .... Beam #2: Axial Load at9.90 ft, Yecc = 4.000 in, D = 2.110.j( Beam #1: Axial Load at 15.90 ft, Yecc = 4.000 in, D = Cl.740 k BENDING LOADS ... Beam #1: Lat. Point load at 15.90 ft creating Mx-x, W = 1.870 k Beam#2: Lat. Point Load at 9.90 ftcreating Mx-x, W = 5.340 k DESIGN SfiMMARY Bending & Shear Check Results PASS Max. Axiai+Bending Stress Ratio = Load Combination l..acatiall of max.above base At maximum location values are ... Pa: Axial Pn I Omega : Allowable Ma-x : Applied Mn-x I Omega : Allowable Ma-y: Applied Mn-y I Omega : Allowable PASS Maximum Shear Stress Ratio = Load Combination Location of max.above base At maximum location values are ... Va : Appll!ld Vn I Omega : Allowable Load Combination Results load Combination +04-1 -+D-+L -+H -+O+lr+H -+D+S+H -+D-+Q .. 750Lr~. 750L +H -+D-+Q. 750L -+Q.750S4-I -+{)-+{) .60W-+H -+D-+Q.70E4-i -+D-+Q.750Lr~.750L -+Q.450W+H -+D-+Q.750L -+Q.750S-+Q.450W+H -+D-+Q.750L ~.750S-+Q.5250E+H ~.60D-+0.60W-+Q.60H -+Q.60D-+0.70E~.60H 0..3874": 1 +D+0.60W+H 9.921 ft 1.240 k 61.576 k 16.283 k-ft 43 .. 154 k-ft 0 .. 0 k-ft 26.397 k-ft 0.03516 :1 +D+0 .. 60W+H 15 .. 923 ft 2.820 k 80.208 k Maximum Axial + Bending Stress Ratios Stress Ratio Status Location 0.054 PASS 0.00 ft 0.054 PASS 0.00 ft 0.054 PASS 0.00 ft 0 .. 054 PASS 0.00 ft 0.054 PASS 0.00 ft 0.054 PASS 0.00 ft 0.387 PASS 9 .. 92 ft 0.054 PASS 0.00 ft 0.295 PASS 9.92 ft 0.295 PASS 9.92 ft 0 .. 054 PASS 0.00 ft 0 .. 380 PASS 9 .. 92 ft 0 .. 033 PASS 0.00 ft Maximum SERVICE Load Reactions •• Top along X-X Bottom along X-X Top along Y-Y Bottom along Y-Y Maximum SERVICf load Deftediofts .•. AlongY-Y o.noo~n at for load combination :W Only Along X-X 0.0 in at for load c:ombination : Maximum Shear Ratios O.Ok O.Ok 4.526k 2.684 k 9.554ft abovebase O.Oft above base Stress Ratio Status Location 0.001 PASS 0.00 ft 0.001 PASS 0 .. 00 ft 0.001 PASS 0.00 ft 0.001 PASS 0.00 ft 0.001 PASS 0.00 ft 0.001 PASS 0.00 ft 0 .. 035 PASS 15.92 ft 0.001 PASS 0.00 ft 0.027 PASS 15 .. 92 ft 0 .. 027 PASS 15.92 ft 0.001 PASS 0.00 ft 0.035 PASS 15 .. 92 ft 0.001 PASS 0.00 ft ..f-1i -Fie= p:'DI\B'IIB\DY 41l.S-5103-Biild'D9!15M-1..\COJ1Z7....z\SEVWN-I<\OOCOTZ--4.EC6 -EtERCALC, INC. 1983-2015, Btlid:6.15.10.~ Ver.6.15.1G.6 •; . : - Description : '!Iiiii Maximum Reactions Note: Only non-zero reactions are fiSted. X-X Axis Reaction Y-Y Axis Reaction Axial Reaction load Combinatioo @Base @Top @Base @Top @Base -+0-+H k 0.104 0.104 k 3.350 k -+!M.-+f-1 k 0.104 0.104 k 3.350 k -<0-tl..r-+fi k 0.104 0.104 k 3.350 k -+O+S-+f-1 k 0.104 0.104 k 3.350 k ~~ -+0..0. 750Lr..0.750l-+fi k 0.104 0.104 k 3.350 k -+0..0 .750L ..0.750S'*I k 0.104 0.104 k 3.350 k ·--+0..0.60W'*I k -1.506 2.820 k 3.350 k -+0-+0. 70E-+fi k 0.104 0.104 k 3.350 k -+0..0.750lr..0.750L ..0.450W-tH k -1.104 2.141 k 3.350 k -+0..0.750l..0.750S..0.450W-+fi k -1.104 2.141 k 3.350k --+0-+0.750L ..0.750S..0.5250E-+fi k 0.104 0.104 k 3.350 k ..0.000..0.60W..0.60H k -1.548 2.na k 2.010 k ..0.000..0.70E..0.60H k 0.062 0.062 k 2.010 k DOnly k 0.104 0.104 k 3.350 k ... lrOnfy k k k LOnly k k k SOnly k k k WOnly k -2.684 4.526 k k EOnly k k k -HOnly k k k Maximum Deflections for Load Combinations Load Combination Max. X-X Oellectioo Distance MaK. Y -Y Oefledion Distal1ce -+0-+H 0.0000 in 0.000 It -0.016 in 7.716 It +!M.-+f-1 0.0000 in 0.000 It -0.016 in 7.716 ft +!M.r-+f-1 0.0000 in 0.000 It -0.016 in 7.716 ft ~-+fi 0.0000 in 0.000 ft -0.016 in 7.716 ft -+D..0.750lr..0.750L-+fl 0.0000 in 0.000 ft -0.016 in 7.716 ft -+D-+0.750l..0.750S-+fi 0.0000 in 0.000 ft -0.016 in 7.716 ft -+0-+0.60W-+H 0.0000 in 0.000 ft 0.453 in 9.676 ft -+0-+0.70E-+H 0.0000 in 0.000 t -0.016 in 7.716 ft -+0-+0.750lr..0.750L..0.450W-tH 0.0000 in 0.000 t 0.336 in 9.676 ft -+0-+0.750L ..0.750S..0.450W-tH 0.0000 in 0.000 f! 0.336 in 9.676 ft -+0-+0.750l..0.7~.5250E-+H 0.0000 in 0.000 f! -O.o16 in 7.716 ft ..0.60D..0.60W..0.60H 0.0000 in 0.000 f! 0.459 in 9.554 ft ..0.600-+0.70E..0.60H 0.0000 in 0.000 ft -0.009 in 7.716 ft -DOnly 0.0000 in 0.000 ft -0.016 in 7.716 ft LrOnfy 0.0000 in 0.000 ft 0.000 in 0.000 ft LOnly 0.0000 in 0.000 It 0.000 in 0.000 ft sonty 0.0000 in 0.000 ft 0.000 in 0.000 ft WOoly 0.0000 in 0.000 ft 0.779 in 9.554 ft -E Only 0.0000 in 0.000 ft 0.000 in 0.000 ft HOnly 0.0000 in 0.000 ft 0.000 in 0.000 ft ""~ Steel Section Properties : HSS8x4x3/8 - --- - -Description : '""~' Steel Section Properties : -Depth =. Wld1h Wall Thick = -Area Weight = - Ycg - - - "f!l!t -.s g .. - --- --- --- - HSS8x4x318 8.000 in lxx Sxx = 4.000 in Rxx 0.375 in b. 7.580 iJA2 lyy 27.406 plf Syy Ryy Zy 0.000 in X 4.bom Ae = p:IDABII-l8\DY4lLS--5103-~15t.H.IOOJIZ7-ZISEVtOW-K'OOCOTZ-4.EC6 ENERCALC, INC 1983-2015, liuiWi.15.1Q.6, 11«:6.15.10.6 58.70 inA4 J 49.300 lnA4 14.70 inAJ Cw 19.30 in"6 2.780 in 18.800 inAJ 19.600 inA4 c 19.3()() jnAJ 9.800 jnAJ 1.610 i1 11.500 jnAJ M-Jtloads - - - - - Point Load on Slab Fie= p:IDABINBIOY41lS--5103-BuitM9115M-l\OOJIZ7~Z\SEV1~TZ-4.EC6 ENERCALC,INC. 1983.21115, Buld:6.1S:10.6, Ver,6.15.10.S ••• Description : Louver#1 Column on 5' Slab Code References Calculations per ACI318-08, IBC 2009, CBC 2010, ASCE 7-05 Load Combinations Used : ASCE 7-10 Analytical Values d -Slab Thickness FS -Req'd Factor of Safety Analysis Formulas 5.0in 3.0:1 Ks -Soil Modulus of Subgrade Reaction Ec-Concrete Elastic Modulus fc -Conaete Cornpn!SSive strength J.t -Poisson's Ratio Min. Adjacent Load Distance 100.0 pci 3,122.0 ksi 3.0 ksi 0.150 36.025 in Pn = 1.72 [ (Ks R1/ Ec) 10,000 + 3.6) Fr d"2 Ks = Soil modulus of sl.lbgrade reaction Min Adjacent Column Distance= 1-5 • { { Ec d"3/ (12 • ( 1-u"2) Ks]" 1/4) Ec = Concrete elastic modulus R1 = 50% plate average dimension = sqrt( PIWid • Pllen) 12 Ec = Concrete elastic modulus d -Slab Thickness u -Poisson's ratio Fr-Concrete modulus of rupture= 7.5 * sqrt( fc) d -Slab Thickness Ks = Soil modulus of subgrade reaction load & Capacity Table Plate (in) R1 1 Applied Concentrated Load on Plate-(kip) Governing Load 10 Wid Len (in) : 0 Lr L S W E Ld Comb Pu Pn (kip) (kip) Column 8.00 4.00 2.83 3.40 D Ollly 3.4 79.6 Check Pass, FS=23.41 >= 3 I I I I I I I I I lc I I I I I I I I I ~ : ; _....:;__. ·4Jf·:.· .· .•. ··•·· ~-··· J~· ~~~~~~----~--~~~----~~ !.~~~·~---=~~~~· ~~~-~=":L:1~··--~~~~·~~~· ~'~~.~-~·~~Q~,J1~2~~TLt_.~~.~-··~~-· ~·.~·~:r. --~~-~----~~-------t~--~...........:.~_,_:~____:' '>:____-:------:'~:_' ....:.' "t-,---. -.. -~----:_:-_.:-_;;.;n-:-;::, :-:-±-~::::;:;-··.::::;::r;:;:::::JI=' ~.;;;.;"""'~ ·----~-~~'"'-·:-: ....... --=!f=?;:=:·=:;="""', =-;;.:::;:"~:::;::;= .• ;::::::<~:=--:;;:::o:-.c::;;~: l . · { ~·-:::r) .:~ L:~..,;.-· "-·-·----~-----. • S. ........ ~.A: tt~:!fl:O ....... ~~ --s:4 STRUCTURAL STUD SECTION PROPERTIES ,.., GROSS PROPERTIES EFFECTIVE PROPERTIES TORSIOIIIAL PROPERTIES -MW UP BESIGII fy AREA WEIGIIT lx Sx rx ., fy lxd SJCe Mal Mad Vag v_ Jx1000 Cw x, m ro TYPE MEMBER TJICI(IIfSS 8 lia.l (io.J (ksij (ia;'l PWftl fra.•) lin. 'I lin.) Ua.4J P•J lin. 'I rm.'! (hL.fcl lin-.fcl (Ill) P~J (in. 'I (in.') UnJ (jnJ 611.1 4J2fl 4fiJS280.J:J 5o8 0.8348 33 0310 1.0S 11.812 0.406 1.62 0.183 IU69 0.1111 11.329 6.49 8.911 976 595 0.12<1 0.697 ·1.&9 1.01 2.46 0.531 4.118 -4IIOS2IlH3 5o8 0.0451 33 0.402 1.37 I .OS 0.524 1.62 11.235 0.784 1.115 0.478 9.45 9.74 1739 810 0.2n 11.888 ·1.&8 1.00 2.45 0.53: 4.111 4QOS200..CI,.. 5o8 0.0451 50 11.402 1.31 1.0S f152<1 1.62 11.235 0.164 UM 0.42Z 126 12.9 2141 ., 6.272 0.8116 ·1.68 1.00 2.45 0.53: 4.116 4011S201J.54 5o8 0.1156& 50 0.500 1.10 1.29 0.846 1.81 01117 D. lSI! 1.29 0.5411 16.4 17.3 3372 1223 11.534 1.011 ·1.68 0.993 2.43 0.53< 4.114 ~ 518 0.8713 50 11.622 2.12 1.59 0.795 1.00 Q,lq 0.750 1.59 0.751 22.5 23D 4811 1356 Ul5 1.32 -1.64 0.983 2.41 0.531 4.112 4IIIIS200S1 5o8 0.10!1 50 11.864 U4 2.16 UJII 1$ 0.483 0.732 2.16 1.06 36.7' 37.1 1111511 1207 1911 1.15 -1.61 0.983 2.37 0.54' 4.110 40fiS200.118 518 0.1242 50 1.03 3.52 2.53 1.27 1.57 6.533 0.718 2.53 1.25 44.2' 44.9 7869 1102 5.32 2.02 ·1.51 0.948 2.34 0.54' 4JE20 40aS25IJ.33 SIB 0.0346 33 0344 1.17 0.948 6.474 1.&8 o.:no 0.949 0.894 6.352 &.95 7.32 976 595 0.1!1 1.17 -2.15 1.26 2..68 0.441 4JE18 40ilS2!io-4:l 519 0.0451 33 0.447 1.52 1.22 0.&12 1.86 0.399 0.945 1.22 0.503 6.93 10.4 1739 810 0.303 1.49 -2.14 1.25 2B7 0.44: 4JE11 4iJ8S2So.43 (!ill! 518 0.0451 50 0.447 1.52 1.22 !l.612 1.86 6.399 0.945 1.15 0.436 13.1 13B 2141 997 0.303 1.411 ·2.14 1.25 U7 0.44-' 4.£11 401J&2!i0.54 5o8 D.056II 50 0.551! 1.&9 1.51 0.75& 1.B5 0.490 11.838 1.45 0.578 17.1 18.4 3372 1223 0.594 1.82 ·2.12 1.24 2.85 0.44-1 4JE14 4IIIS2fi6f8 518 6.0713 50 11.8113 2.3& 1.16 11.832 1.&4 0.5119 om 1.84 G.775 23.2 24.8 4871 1356 1.17 2.23 211 1.24 2.83 0.~ 4JE12 41J0S250.97 511 0.1017 so 0.9115 3.29 254 1.27 1.62 11.801 11.811 254 1.19 4[1' 41.5 1111511 1207 3.33 2..68 -2.07 1.11 2.18 0.448 4JE10 GJS260.118 518 0.1247 50 1.16 3.9-4 3.00 1.50 1.61 Q.S3Z lUifl 3.80 1.44 49.4' 51.6 7889 1102 5.9E 3.47 ·2.04 1.20 2.75 0.450 IICW2II IOIISI37·33 318 G.0348 33 8.318 1.08 1.511 0.527 2.23 O.Oiill 11.464 1.54 D.45!i 8.98 8.19 63& 63& 0.127 0.500 -OB07 0.519 2.42 0.18!1 &CW11 IIIIS137-43 316 IUM51 33 0.413 1.41 2.04 0.681 uz 0.081 0.459 2.04 0.645 12.7 11.8 1415 1240 Q.2IIO 0.033 -0.7118 O.S13 2.41 0.800 IICWII IOIIS137-431Q 316 G.0451 so 0.413 1.41 2.04 0.881 2.22 0.081 0.459 2.00 0.519 17.3 15.5 1415 1240 6.280 11.833 -11.7118 0.513 2.41 o.ew IICWll IIIISI37·54 318 0.0566 50 0.514 1.75 2.52 0.839 2.21 0.105 0.452 2.52 o.m 23.3 21.3 2622 1947 Q.549 0.781 -0.114 0.5011 2.39 0.893 8CW14 IIIIS137.fl8 316 OJI113 50 0.640 2.18 3.10 1.03 2.20 0.126 0.443 3.89 1D3 30.8 28.9 5350 2979 1.08 1I.S30 -11.768 0.497 2.37 0.895 8CW12 IIOOSI37·97 318 G. lOll so OM!! 3D3 4.19 1.40 2.11 0.159 0.423 4.1!1 1.40 50.8' 50.6 10472 3805 3.07 1.22 -0.734 MSO 2.33 0.901 1SW2U IOIIS!62-33 1/2 0.8348 33 0344 1.17 1.19 0.598 2.28 0.116 0.581 1.79 o.sn 11.4 9.47 &3S 63S 0.137 0.6112 ·!.D7 o.sn 2.S9 0.1128 •• au&162-43 112 D.0451 33 0.447 1.52 2.32 o.m 2.26 0.141 D.578 2.32 0.161 16.7' 14.5 1415 1240 0.303 1.10 ·1.06 0.670 2.59 ll.8ll fSW18 G00sl62-43t501 1/2 0.0451 so 0.447 1.52 2.3% o.m 2.28 U48 D.578 2.32 0.1115 21.1 17.8 1415 1240 o.:m 1.10 .1.()6 O.BlD 2.58 0.830 IISW16 IIIOS162-S4 112 0.11566 50 IUi56 1.8a 2.8& Q.IIS4 2.27 0.181 0.570 2.116 0.915 30.J• 25.S 2622 1947 1!.594 1.34 ·Ul5 0.663 (.56 11.833 esm lbl$162.fill 112 6.0713 so 0.693 436 3.53 1.18 2.26 !l.211 o.561 3.53 1.16 39.5' 35.7 5350 2819 1.17 1.63 ·1.03 11.855 254 0.835 8S11112 lil10Slfi2-!17 112 0.1017 so fl.9Eij 3'.29 4BO !.Ill 2.23 0.283 0.542 4BO 1.60 56.7' 56.1 10472 3805 3.33 2.15 -0.997 0.63& 2.50 0.841 !!SWIO 808S182-11S 112 0.1242 50 1.18 3.9-4 5BS 1.89 2.21 0.322 6.527 5.85 1.88 118.9' 69.0 12626 3622 SB& 2.49 -0.971 0.623 2.47 0.846 8J2II fi)IIS2Gl33 5o8 0.8348 33 o.3lll 1.29 2.0t 0.6112 2.34 11.21111 0.14.1 2J)4 0.821 12.3 10.8 838 038 0.151 1.59 ·1.48 0.901 2.88 0.740 '"' 8IIOS2IIII-43 liM 11.0451 33 0.492 U7 2.1111 D.l94 2.34 ll.28ll 0.73t 2..68 U73 17.1 15.4 1415 1240 0.334 2.03 ·1.45 D.l94 2.84 0.742 IJII lfiiS2IIIIo43t501 5111 D.0451 50 0.492 1.67 2..68 D.l94 2.34 0.288 0.739 :w OB07 24.1 2ll.2 1415 1240 0.334 2.03 ·1.45 0.894 U4 0.742 &118 ~ 518 o.asee so 0.813 2.09 3.32 1.11 2.33 11.329 0.732 3.32 1.02 J0.4 21.4 2622 1847 O.BSS 2.49 ·1.43 D..687 2.83 0.744 4114 ltlOS2Im8 518 6.0713 so 0.764 2.60 4.10 1.37 2.32 0.4811 o.m 4.10 1.32 43.7' 39.7 5350 287B 1.11 3.0S ·1.42 11.81& 2.81 0.740 IJ12 IIIOS21IJ.81 518 0.1017 50 1.07 3.83 5.61 1.81 2.28 0.511 0.7115 5.81 1.87 84.5' 83.1 10472 3805 3.88 4.118 -1.38 11.859 2.17 0.752 8.110 1100S100-111 5o8 8.1242 so 1.28 4.38 8.&4 2.21 2.28 11.812 0.691 8.84 2.21 18.4' 78.5 12626 3622 G.59 4.75 ·1.35 11.845 2.74 0.756 IJE18 ~ !iiB D.0451 33 0.537 1.83 3.08 1.113 2.40 0.458 11.823 3.AJII 9.918 18.1 16.2 1415 1240 0.364 3.41 -U7 1.14 3.18 0.85;! 6.E18 IRlOS2SIH31511 518 0.0451 50 D.537 1.83 3.011 1D3 2.40 0.45& 11.823 2.91 OB18 24.5 21.1 1~15 1240 0.384 3.41 ·1.87 1.14 3.18 0.652 SJE16 aJOSZ50.S4 518 0.~ 50 0.870 2.29 :ul2 1.27 2.30 11.562 D.1117 3.66 1.07 32.0 28.1 2622 1947 0.715 4.19 ·1.86 1.13 3.1& 11.654 IJEl( llllOS2!illi8 518 6.071S 5ll 0.836 2.84 4.73 1.511 2.38 11.888 0.908 4.67 1.3!1 41.5 39.1 5350 2979 1.42 5.15 ·1.84 1.12 3.14 tl.li57 IJE12 llOOS25D-87 518 0.1017 50 1.17 3.9E 6.50 2.17 2.36 nm 0.889 6.50 2.ll5 69.4' 6&8 10472 J1J05 4.03 &.95 ·1.80 1.10 3.10 0.6B1 IIJElQ mlmiH18 5111 0.1242 so 1.41 4.7il 7.72 2.57 2.34 l.oe 11.874 7.71 2.50 85.9" 86.9 12626 3622 7.23 &.14 ·1.1!1 Ul9 107 D.69S JJXI8 --54 518 0.11588 5U 0.728 2A1 4.32 1.44 2.44 D.875 1.10 3.114 1.11 33.1 2911 2822 1847 0.77!i 6.45 ·2.30 1.37 3.S3 O.S7S &JiM • «<Js3oo.ea 518 6.0713 50 11.807 3.119 5.35 !.Til 2.43 1.118 1.011 5.011 1.45 43.3 «1.5 5350 2879 1.54 7.84 ·2.28 1.38 3.61 o.sn '1Jl!12 ~ 518 0.1017 &II 1.27 4.32 7.38 2.A6 2..41 1.45 I.D7 7.25 2.25 87.3 84.7 10472 38115 4.38 10.8 -2.)1 1.34 3.40 0.6B1 :e.ixiO,' ~8tliiS3QH18 5o8 0.12<12 so 1.53 5.21 8.79 2.93 2.40 1.711 1.08 1.19 2.80 94.2' 90.4 12626 3622 1.97 12.7 ·2.21 1.33 3.43 0.583 8CW2Il IOOSI37-33• 318 0.0346 33 11.388 1.32 3.20 8.100 2.87 0.073 D.435 2.91 0.822 12.3 10.7 474 474 0.155 0.967 -O.tse 0.460 2.99 D.948 IICW18 110118137-43 318 0.0451 33 0.503 1.71 4.14 1.1!3 2.87 0.093 0.430 3.90 0.896 17.7 15.8 1051 1051 0.341 1.21 ·0.&87 0.454 2.98 0.947 8CW18 800S13H31511J 318 0.0451 50 0.503 1.71 4.14 ID3 2 .. 87 11,093 0.430 3.81 0.705 23.8 21).4 1051 1051 D.341 1.21 -0.887 0.454 2.ll8 0.947 ICW16 IOOS137-54 318 D.0566 50 D.627 2.13 5,11 1.28 2.88 0:112 0.423 4.94 1.08 32.4 29.5 2091 2091 0.670 1.48 -0.876 0.448 2.!16 0.946 8CW14 81108137·88 '318 II.D713 5U 0.182 2.66 6.31 1.58 2.84 0.134 0.414 8.27 1.47 44.0 391! oi220 33&7 1.33 1.79 ·0.661 0.440 U4 0.950 ICW12 IQIIS137-97 318 0.11117 50 1.08 3.72 llll 2.15 2.81 0.170 8.394 8.60 2.15 84A 83.9 108115 5938 l.n 2.3& -0.811 0.423 2.90 D.953 ISW78· .810S1t2-33+ 112 0.~ 33 0.413 1.41 3.58 0.198 2.114 0.125 8.550 3.3& 0.710 14.D 12.8 474 474 0,185 1.63 .0.83& 0.607 3.14 0.911 .,,: ·.~i~..ca 112 »;0451 33 0.537 1.83 4.94 1.16 2.94 0.1&0 8.549 4.48 1.02 20.1 ~ 11'051 1051 0.384 2.08 -0.926 0.001 3.13 0.912 ••· :.-slt2-Q&IIt 112 11.8451 50 fJ.S31 1.83 4.84 1.18 2.94 0.1&0 1.546 4.38 0.198 2U 1051 11151 11.384 2.08 :om O.fll1 3.13 0.912 t&Wif: ,1111Slf2•i4 w ~~ 50 0:&711 2.28 6.74 1.4.1 2.ll3 6.194 0.538 5.57 1.23 lU 32.8 20111 2091 0.715 2.84 -0.814 0.584 3.11 0.914 aSwt4 .• ,~ ... 112 11.11113 50 0.830 2.84 7.119 1.77 U1 11.235 11.5311 7.05 1.68 48.8 45,1 4220 3387 1.42 3.011 .0.818 0.588 3.119 0:&16' aswi2 ~182-87 112 0.1017 50 1.17 3..68 9.72 2.43 2.88 Q.30!i 0.511 9.71 2.43 72.7 72.0 111881i 5938 4D3 4.11 -0.888 0.581 3..D5 0J21) 85W10 IOOS182·118 112 o.1ro 50 1.41 4.711 11.5 2.96 2.88 a.347 0.4118 11.5 2.88 1os• 105 16235 7115 7.23 4.77 ·D.I42 0.556 3.02 0.122 8J18 8IJOS200.43 5o8 6.0451 33 0.582 ).96 5.30 1.33 3.02 0.292 0.7118 5.30 1.29 25.6 21.0 1051 1051 ll.3IIS 3.80 ·1.28 0.811 3.35 0.855 8J18 800021J0.43151l 518 D.0451 50 0.582 1.98 5,30 1.33 3.02 8.292 0.7011 5.17 1.07 31.9 27.3 1051 lOSt 0.395 3.80 ·1.29 0.811 3.35 11.855 8J16 800$280-54 Sill 0.0566 so 0.1211 2.47 6.57 1.84 3.01 0.351 0.7U1 6.57 1.50 44.9 37.4 2091 2091 0.775 4.68 ·1.17 D.804 3.34 0.858 8.114 aooszotl.6i 5IB 0.11713 50 0.907 3.09 8.14 2.04 3.00 0.435 0.1192 8.14 1.96 65.2' 54.7 4220 33&1 1.54 5.11 ·1.25 0.7!18 3.32 0:859 8J12 8li0S280-97 518 0.1017 50 1.27 4.32 11.2 2.80 U7 0.578 0.874 11.2 2.80 os.s-99.8 10805 5938 4.38 7.88 -1.21 0.~7 328 0.863 8J10 100S200'118 518 0.1242 50 l.li3 5.21 13.3 3.33 2.95 0.666 0.859 13.3 3.33 118. 118 16235 7115 1.87 8.98 ·1.19 0.784 3.25 0.866 IJ£18 IOOSZS0-43 518 0.8451 33 U27 2.13 6.02 1.511 3.10 0.500 OJ83• 5.88 1.31 28.0 22.1 1051 1051 0.425 8.37 -1.68 1.04 3.83 0.787 IJ£18 1JOOS2So..43aiiJI SIB 0.0451 50 0.827 2.13 6.02 1.511 3.10 D.fii!O. 0.963 5.89 1.08 32.3 29.5 1051 1051 0.425 8.37 ·1.68 1.1)4 3.83 0.187 IJE18 8QOS2&i)-54 &18 &.11586 50 0.783 2.88 7.47 1.87 3.09 6.614 0.1186 7.17 1.53 45.7 39.1 2091 2091 11.836 7.85 ·1.68 1.04 3.82 0.788 SJE14 8IIIIS250.fill 5111 0.0713 50 D.ll78 3.33 9.26 2.32 3.08 0.762 0.877 8.14 2.116 81.7 53.8 4m 3387 1.86 9.85 ·1.84 1.03 3.80 0.7111 IJ£12 1100$250o87 518 0.1017 50 1.37 4.87 12.8 3.20 3.115 1.01 o.is? 12.8 3.D5 103' 113.4 101185 5938 4.73 13.1 ·1.81 1.01 3.58 0.796 IJEIO IIOOS2fiD.118 518 D.1242 50 1.&8 5.83 15.2 3.81 3.114 1.18 0.1143 .15.2. 3.71 t2f• 123 16235 7115 8.51 15.4 ·1.511 0.914 3.52 0.799 8JX16 11011$300-54 518 0.0586 50 0.839 2.66 8.3& 2.09 3.16 D.959 1.07 7.87 1.54 46.0 40.2 2091 2091 0.8116 12.1 -2.67 1.27 3.92 0.721 IUX14 I08S3IliJ.88 518 0.0713 so 1.05 t57 10.4 2.00 3.15 1.18 1.116 9.84 2.15 84.2 55.5 422ll 33&7 1.18 14.9 -2.08 1.26 3.90 o.na IUX12 IJOOS3QO.t7 518 0.1017 50 1.47 5.02 14.4 3.59 3.12 1.80 1.84 14.1 3.30 98.9 89.9 10885 51138 5.08 20.3 ·2.02 1.24 3.98 0.727 8JX10 800S31liH18 5o8 0.1242 50 1.18 6.08 11.2 4.29 3.11 1.97 1.03 17.2 4.11 138. 127 16235 7115 9.1§ 24.11 ·1.99 1.23 3.63 0.730 NOTE: See page 7 ftJr Table Notes. 8 #CFS2·7 ~!!ii{hdi Structural Steel Framing Systems www.MarinoWARE.com STRUCTURAL TRACK SECTION PROPERTIES GROSS PROPERTIES EFFE<:TIVE PROPERTIES TORSIONAL PROPERTIES 33bi 50ksi DESIGI fy ARfA WEIGHT lx Sx rx ., ry lxd Sxe Ma Vag 1xd sxe Ma v .. Jx1000 Cw x11 m ro MW MEMBER TYPE THICKIIESS llnJ llcsil ~n.'l Oblftl (in.") lin. 'I (in.) ~11-"l ~II.) ~·-'I Un.'l (in.·kl (lb) jia,'J (in.'l ~n.-111 IIIII Pa.'J (ill.') 9t!J (ia.) [ln.) 4T2Il 400T300-33 0.11346 33 IL146 1.18 1.116 G.!i12 1.75 9.338 OJl89 0.077 11.218 4.32 939 ll.1J8 1.01 -t10 121 2.91 4118 4liOT3004l 0.0451 33 0.451 1.53 1.38 0.665 t75 0.439 G.987 0.951 0.334 6.60 1739 IJ.3Il6 1.31 -2.10 1.21 2.91 4T18 «J0T300.431!il} ll.0451 50 0.451 1.53 1.38 0.665 1.75 0.439 M87 0.8118 0.301 9.00 2071 11.306 1.31 -2.10 121 2.91 4TI6 400fJ00-54 ll.0566 liO 0.5115 1.82 1.75 11.835 1.76 0.548 a985 122 0.426 12.8 3372 G.604 1.66 -Zll9 1.21 2.91 4T14 4001300-611 0.0713 !ill 0112 2.42 2.24 l.OS 1.77 0.11116 0.982 1.66 0.594 11.& 6205 121 2.12 -2:01! 120 2.90 ' 4T12 400J300.87 ll.1017 50 1Jl2 3.45 3.28 1.51 1.&0 OJ67 O.S76 V& l:Dl 3ll.1 7337 3.50 3.11 -2.06 1.19 2.90 4110 400T300-118 0.1242 50 1.239 422 4.081 1.845 1.817 1.170 Mn 3.670 1.361) 40.731 8881 6.369 3.876 -2.047 1.180 2.900 mo IOIIT12S-33 0.0346 33 0.294 1.00 1.43 8.465 220 O:D338 ll.339 1.24 0.297 5.&7 622 0.117 0.238 .0.516 ll.337 2.29 8T18 IOIITI!S-43 0.0451 33 0.383 1.30 1.18 0.8!14 221 0.11435 0337 1.77 0.461 9.11 tan 0260 0.307 .0.513 0.335 2.29 ana IOIIT12S-43I!illl 00451 50 0.383 1.30 1.&6 (11104 221 G.0435 ll.337 1.66 0.402 12.1 1371 0.2ti11 0.307 9.513 0.335 7.29 8TI8 IOOT12S-54 ll.lJ6IIII 50 0.460 1.84 2.34 0.756 2.21 QJISJII 0.335 2.24 0.582 17.1 me 0.513 0384 .Q.508 0.332 2.29 8TI4 IOOT12S-88 0.0713 50 0.1106 us 2.81 11.950 2.22 0.0061 0.332 2.95 0,858 251 5350 1:D3 0.483 -8.503 0.329 2.30 8TI7 81JOT12S-!11 0.1017 50 0.982 2.83 428 1.35 2.23 8.0919 0.327 4.29 1.35 48.3 10885 2.91 0.885 U91 0.371 2.31 8T10 IIOOT125-111 0.1:142 50 1.115 3.66 527 1.84 2.24 0.109 0.322 5:27 1.64 58.3" 13539 5.41 0.137 -8.463 0.315 2.31 8T20 11001'200-33 G.0340 33 0.346 1.1. 1.91 0.622 2.35 0.126 ll.8ll4 1.51 ll.333 6.59 622 0.138 0,847 -1.05 0.655 2.64 8T1l 601lr.100-43 O:D4>1 33 0.451 1.53 2.49 11.109 2.35 0.103 0.602 2.08 O.!i65 112 1377 0.308 1.10 -1.04 G.652 2.64 8T18 IOOT2DIH3151J1 0.!1451 50 0.451 1.53 2.-48 G.900 2.35 1U03 0.602 1.99 0.4al 13.8 1371 0.306 1.10 -1:D4 11.852 2.64 8TI8 900T2ll0-54 0.115&6 50 0.565 1.82 3.15 l.02 2.36 0204 0.000 2.84 0.717 21.5 2129 0.504 1.38 -1:D4 0.049 us 8Tl4 8GIIJ29D.68 0.0713 50 o.m uz 3.99 U9 2.31 lU54 0.597 l54 G.973 29.1 5350 121 1.75 -1.03 8.644 2.65 8T12 IIIJT200.97 0.1011 50 1:D2 14~ 5.71 1.&7 2.39 0.355 0.591 5.56 1.51 46.& 10885 150 2.51 -1:D2 0.835 2.68 8TI8 900T2ll0-1!8 0.1242 50 124 4.27 7.~ 2.21 2.40 0.426 9.587 7.12 2.85 61.4 13539 &:31 lOll -1.81 G.629 2.67 8T29 IIIIOT250-33 0.11346 33 0.380 1.38 2.24 0.128 2.42 0.233 0.713 1.65 0.337 6.56 622 0.152 1.54 -1.44 0.880 2.93 8T18 IIOOTJ!i0..13 0.0451 33 8.4911 1.88 2.92 0.946 2.43 0.303 0.781 2.28 0,563 11.1 1371 0.339 too -1.4.11 0.879 2.92 fl18 IIOOTJ!i0..13l!illl 0.0451 50 0.496 1.89 2.82 0.946 2.43 G.303 0.781 2.18 8.457 117 1377 0.336 7.00 -1.44 0.&18 2.92 8T18 108T250-54 0.0588 50 0.622 2.12 188 1.19 2.43 0.317 0.719 2.90 0.137 21.9 2728 0.964 2.52 -1.43 0.&74 2.93 8T14 8001'250-811 0.0113 50 0.183 2.61 4.87 1.50 2.44 8.477 0.776 3.91 1.02 30.5 5350 1,33 3.20 ·1.42 0.&88 7.93 &T12 808T250-87 0.1017 50 1.12 3.&8 l77 2.13 2.46 (1662 0.770 8.21 1.86 49.8 10885 3.85 4.62 -1.41 D.858 2.94 8TIO 801T250-118 0.1242 50 1.36 4.fl U6 2.80 2.46 0.799 0,718 i:D& 2.19 95.5 13539 7.01 5.89 ·1.39 8.852 2.94 &1'20 lliiOt.m33 0.11346 33 11.415 1.41 t56 8.933 2.46 0.394 G.9B2 1.68 ll.331 6.54 1!22 0.166 2.57 -US \.11 3.24 8T18 600l3Jl.43 8.0451 33 G.541 l.fl 3.34 1.011 2.46 0.469 0.9611 2..42 G.556 11.0 1371 G.367 3.211 -1.85 1.11 3.74 8T1t S001'3111l-43160! 0:0451 50 0.541 1.fl 334 1.09 2.48 0.498 0.960 Z2& 0.455 13.6 1377 0.367 329 -1.&6 1.11 124 fl16 ll00T300-54 0.0566 50 0.079 Ut 4.21 '1.38 2.49 0.1!22 0.957 3,08 ll.772 21.8 Z72B 0.725 4.13 -1.&4 1.11 324 '&T14 800T.lii1HI8 8.0713 50 G.654 2.81 5.35 1.11 2.50 0.179 8.954 4.16 Ul!i 31.5 6350 1.45 524 -1.83 1.10 325 8T12 OOIT301J.81 0.1017 50 122 4.15 7.76 2.44 2.52 1.10 0.949 6.911 tn 51.6 10885 420 7.59 -1.82 1.89 325 ertli 60111'3ll-118 0.1242 50 1.49 5.06 9.60 i.OII 2.54 t33 '0.944 8.71 2.29 lill.$ 13539 7.55 9.:!6 -1.90 l:DO 329 81'20" IOOT12S-33• 0.0346 33 0.383 124 i.OII 0.711 7.&2 II:D3S8 (1313 2.43 0.467 8:D4 465 0.145 0.456 ll439 11294 2.&1 1111 01'125-43 O:D451 33 0.473 1.81 3.71 8.924 2.&2 11.0151 0.311 148 0.1140 12.7 1030 G.321 9.598 -0.438 0282 7.&7 me 81JOTI2S-4315G! 8.0451 50 0-413 1.81 3.77 (1924 2.82 IUMSI 0.311 324 0.552 18.5 1030 0.321 0.580 .0.438 0.292 2.87 IT16 IIOOTI!S-54 OJI59II 50 llli84 2.02 4.15 1.18 2.93 0.115111 0.:1)9 4.44 0.824 ~ 2039 G.034 8.735 -0.432 0.289 2.88 fTI4 IOOTTH 8.0713 50 0.146 2.54 6JlO 1,45 2.83 O:D703 8.301 5.S9 122 4086 127 o.llo -11.421 0.2118 2.&9 1112 IIOOT125-97 0.1011 50 1:D7 3.113 8.61 2.08 2.fl O.D987 0.301 8.81 2.88 81.1 111885 3.&1 1.30 .0.417 0.279 2.89 ITlO 81JOT12&-118 8.1:142 50 1.30 4.43 IO.S 2.51 2.85 O.l15 8.291 IO.G 2.51 86.2" 18235 8.119 1.57 .0.410 0.214 2.80 fT20 ·~ G.0346 33 0.415 1.41 3.15 G.B21 3.01 0.135 0.511 2.73 0,424 8.31 465 O.T6& 1.64 -0.917 0.589 3.19 rna 8001'21»43 110451 33 9.541 1.84 4.&9 120 3.01 0.115 0.569 4:DQ n.676 13.4 1030 11.361 Z.12 .0.913 o.507 3.19 me IIOOT2llll-43\501 1.0451 50 0.541 1.84 4.88 1.20 3.01 lll75 0.589 3.86 0.677 17.3 11131l 0.367 2.12 -8;!113 0.587 3.19 8TI8 IIOOl200-54 8.1l511fl 50 0.619 2.31 6.15 1.50 3.01 0.218 9.561 5.11 o.sn 26.1 2!139 0.725 2.66 .Q.908 0.584 3.211 8TI4 llllOT200-e& ll0/13 60 0.954 2.S1 7.79 1.&9 102 om 0.5&1 7.06 1.31 39.7 -1.45 3.36 .Q.902 0.580 320 1112 81101200-91 0.1017 50 1.22 4.15 112 2.88 3.03 8.379 O.li58 11.0 2.35_ 10.3 101!85 420 4.79 .Q.889 9.511 3.21 fTIO ll001'200-118 0.1242 50 1.40 5.09 13.& 327 3.85 8.459 0.554 13.8 106 91.6 18235 1.85 5.85 -0.879 0.585 322 8T20 8001'250,33 0.11346 33 0.460 U3 4.32 1.88 110 0.752 0.749 3:DO 0.442 8.74 485 ll178 2.99 -1.28 G.ti04 3.43 8T18 81JIIT260.43 0.0451 33 0.598 1.99 5.63 1.38 3.10 0.321 0.749 4.58 0.139 14.8 1030 G.:t97 3.&8 -U7 0.801 3.43 ma aoon&0-4311i0! 8JJ451 50 0.580 1.99 5.&3 1.31 119 1.321 0.746 4.18 0.607 182 1030 0.397 1M -1.27 0.601 3.43 ITIB IOIIT250-54 O:D588 50 0.735 2.i0 7:DO 1.73 111 0.407 0.744 5.70 8.959 29.7-2039 0.785 4.81 -1.27 0.7118 3.44 8T14 IIIHJT260.88 O:D113 50 0.826 3.15 8.98 2.11 3.11 0.508 0.141 7.71 1.58 46.7 4688 1.51 8.15 -1.26 0.793 3.44 8T12 IOOT250-87 0.1017 50 1.32 4.49 12.9 3.10 3.13 0.114 0.735 12.1 Z.49 14.5 10885 4.55 8.82 -1.25 0.7fl 3.45 8T10 1001250·111 0.1242 50 1.81 5.-48 15.9 3.71 3.14 0.161 0.731 15.5 3.25 97.3 18235 8.21 1G.I ·124 o.m 3.46 mo IIOIIT300-33+ 0.0346 33 0.464 1115 4.B!! 120 3.18 0.416 0.927 3.13 OM3 VIi 465 0.193 4.87 -1.611 1:D3 3.71! 8T18 OOOT300-43 8.0451 33 0.631 2.15 6.31 1.56 3.18 G.540 0.925 4.84 0.731 14.6 1030 G.42B fi.33 -1.88 l.ll2 170 8T18 800f300.43l601 11.0451 50 G.031 2.15 8.37 1.58 3.18 9.540 G.825 4.25 llJlOB 18.2 1030 0.429 i.33 -1.6& 1.02 l1!1 8TI6 800T300-!i4 (10566 50 0.792 2.89 .8.03 1.118 3.18 0.875 0.923 6.14 0.956 29.6 2fl39 0.845 7.96 ·1.88 1Jl2 3.70 8T14 IOOTJ~ 0.0713 50 ll.997 138 18.2 2.47 3.19 0.1144 0.920 820 1.55 48.4 -!.89 10.1 ·1.&4 1.112 3.71 9112 llQIJT300.97 0.1017 50 1.42 4.fi4 14.7 3.51 3.21 1.19 0.914 12.9 2.59 77.4 10985 4.90 14.5 -1.&3 l:Dl 1n 9110 11001300-118 0.1242 511 1.74 5.ll1 18.1 4.29 3.23 1.44 0.910 16.7 3.40 102 18235 8.92 17.8 ·1.&2 1.00 3.7< 10T18 1000T125-43+ 0.0451 33 0.503 1.112 8.83 1.31 3.43 0.0474 0.290 5.87 0.819 16.2 822 0.382 G..973 .0.319 0259 3.4! 10T18 1000T125-43· 0.0451 50 0.583 1.ll2 8.63 1.31 3.43 O:D414 0.290 5.39 0.702 21.0 822 0.392 0.913 .0.379 0.259 3.4! lOTI& 1000TI2li-54 0.11586 50 0.707 2.41 8.33 1.83 3.43 0.0587 0.298 7.47 1.(18 31.8 18Z1 0155 121 -0.376 0.258 3.4; 10T14 1000T125-08 0.0113 50 0.890 J:D3 10.5 2JI5 3.44 0.0727 0.286 10.2 1.58 47.2 32ti11 1.51 1.51 -0.372 0.253 3.4: 10T12 1000T125-97 0.1017 50 121 4.32 15.1 2.91 3.45 0.100 0.261 15.1 2.75 82.4 9505 4.39 2.12 .0.383 0.247 3.4l lOTIO 10001125-118 0.1242 50 1.55 527 18.5 3.54 3.45 0.11t 0.277 18.5 3.54 109 18235 7.91 2.58 .0.357 0.143 3.41 MtlTE: See page 7 for Table Nutes. 12 #CF ""'~,._,.,, . .,< . ., ...• , I Alliance UlllSSfiQ,T lti!m#LR2 I I Specifications and Dimensions SI)Peufld 75P'ou!UI I I Spullkowtb• 050 075 F75 ......... ~~ .ri1 dJII\ 69dJII\ 6:rdBA :~rum\jiJ!I; Ji I ! -p11Jtfti\J!t of t.at('l......, Ill fmnt'8f -1-*'idUt!letfl.l ....,_) .-.:fiN. I I -=(llpp;-·t•••): Mli 615 • ~ m1' (219) Ofllllrllfllll8: 3'7lla!l 37..1136 31..1136 ,...._(_, (940JI. 762} (940 ll.914) (940)< ft>il) c,lhilerGIIIII. ftr(dty~ Sb 7S 1S ~..-~1) ()4) <,'Mi I .WQQIM!811d '· ,. 8 10 ~~ {~) (203) ~1 .. . lillR .... , .... IJic It I mt: b.S 0.5 Q.S w.a~ 0-'l ~·-~ (1~ I =--(liMe.~ ~ ~(lllfl<91J(434) 11® (3$4), ~'0·~~. ~18t Bleca'ic 7 . • ) I I ..... ~Jiilll'· II IIUUdJ!I 112 lf4 NiA .......... I~ 1 ,. 1J3 C:flctder 113 1J3 1/3 ..... d ... Gllit.c-ttr~ 1./lin.Nn 14ln.Nl'T 3/.fln.MPt I -C'olli!lll , ... J: I:WAOO l6S,;Oif)O ll'S,OOi) .....-(llhJ (1~:6) tl74,1) CZ21). I ..... Ddlll H• ..... -EIJHtiJUte: 21 tW ~Vi!ill HZ) 301<W NiA KllilliiJ a• (kW) ,!JOtW~~118 ) I ............ S.taanl~ 314iQ.NPT J/4ill,NP'J" )!fA I Slu!ll~: Sci M NiA Bolter Hanlap ~ ear (8lulhe') (177;500) (210.300) I I I 11 I I I I I I I I I I I I I I ': I I --~. " .C: ~ "" j..., .. ,.,..., """"' t~ ::.(4 "t. , ..e,u.; j( (,., •) "-' ~<.,,r· teL.fF ) I ------------~--~----------------~--------~------~~~------~~------- % ----~------------------~--------------~------------~----~------------------~~ fi----------~--~------------------------------~----------~------~--<1( ............. ~·Wi-1 0 .. ,t,>ft$.:. CAAc,.s.an> ~~--.{~. S"/:a - - - - - - .... - "!-- '1'«>/il, - - File= p:IDA8\NBIDY4lLS~5M-t.IDOJIZ7-ZISEV10W:-KIOOCOTZ-4.EC6 ENERCALC,INC. 198H015, Build:6.15.10.6, Ver:fi.15.10.6 Description : Channel at new Canopy, C8X11.5@ 6'-0' o.c. CODE REFERENCES Calculations per AISC 360-05, IBC 2009, CBC 2010, ASCE 7-05 Load Combination Set : ASCE 7-1 o Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Completely Unbraced Fy : Steel Yield : E: Modulus: 36.0 ksi 29,000.0 ksi Bending Axis : Major Axis Bending Load Combination ASCE 7-1 0 Ce.rt1.5 C8x11.5 Applied loads Service loads entered. Load Factors will be applied for calculations. Beam self wei!:lht NOT intemalfy calculated and added Load for Span Number 2 Uniform Load : D = 0.060. W = -02650 Mt, Tributary Width= 1.0 ft. (Canoov) Point Load : D = 0.30 k@ 5.670 ft, (Sign) DESIGN SUMMARY --Maximum--Bending stress-RatiO·--, Section used for this span Ma ;Applied Mn I Omega : Allowable Load Combination Location d maximum on span Span #where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection o.185: t C8x11.5 2.665k-ft 14.433k-ft +D+H O.OOOft Span#2 MaXIirlUm -shear-stress Ratio == Section used for this span Va :Applied Vn/Omega : Allowable O.D15 in Ratio = -0.1#in Ra1io = 0.098 in Ratio= -0.027 in Ratio = Load Combination Location d maximum on span Span# where maximum occurs 4,332 946 1384 4985 ~ -~---·~-----------·--··-···-·--·---··-- Maximum F~ & Stres$es for load Combinations Load Combination Max Slress Ratios Summary of Moment Values Segment Leng1h Span# M v Mmax+ Mmax-MaMax Mnx Mnx/Omega Cb Rm +D4i Dsgn. L= 5.50ft 1 0.154 0.028 -2.67 2.67 28.89 17.30 1.67 1.00 Dsgn. L= 5.67ft 2 0.185 0.028 -2.67 2.67 24.10 14.43 1.00 1.00 -+0-+l-+H Dsgn. L= 5.50ft 1 0.154 0.028 -2.67 2.67 28.89 17.30 1.67 1.00 Dsgn. L= 5.671t 2 0.185 0.028 -2.67 2.67 24.10 14.43 1.00 1.00 -+0-+lr-+H Dsgn.L= 5.50ft 1 0.154 0.028 -2.67 2.67 28.89 17.30 1.67 1.00 Dsgn.L= 5.67ft 2 0.185 0.028 -2.67 2.67 24.10 14.43 1.00 1.00 -+O+S+H Dsgn.L= 5.50ft 1 0.154 0.028 -2.67 2.67 28.89 17.30 1.67 1.00 Dsgn. L= 5.67ft 2 0.185 0.028 -2.67 2.67 24.10 14.43 1.00 1.00 -+0-+{).750Lr-+{).750L -+H Dsgn.L= 5.50ft 1 0.154 0.028 -2.67 2.67 26.89 17.30 1.67 1.00 Dsgn.L= 5.67ft 2 0.185 0.028 -2.67 2.67 24.10 14.43 1.00 1.00 -+0-+{).750L -+{).7508-+H Dsgn.L= 5.50ft 1 0.154 0.028 ·2.67 2.67 28.89 17.30 1.67 1.00 Dsgn.L= 5.67ft 2 0.185 0.028 -2.67 2.67 24.10 14.43 1.00 1.00 -+{)-+{).60W-+H Dsgn. L= 5.50ft 1 0.006 0.011 -0.11 0.11 28.89 17.30 1.67 1.00 Dsgn. L= 5.67ft 2 0.031 0.013 -0.45 0.45 24.10 14.43 1.00 1.00 -+{)-+{).70E-+H Design OK 0.028: 1 C8x11.5 0.6402 k 22.764 k +D+H 5.500 ft Span#1 . --·----·--~·---·- Summary of Shear Values VaMax Vnx Vnx/Omega 0.64 38.02 22.76 0.64 38.02 22.76 0.64 38.02 22.76 0.64 38.02 22.76 0.64 38.02 22.76 0.64 38.02 22.76 0.64 38.02 22.76 0.64 38.02 22.76 0.64 38.02 22.76 0.64 38.02 22.76 0.64 38.02 22.76 0.64 38.02 22.76 0.26 38.02 22.76 0.30 38.02 22.76 File= p:IOABINSIDY~IOOJIZ7~ZISEV1~1Z--4.EC6 -ENERCAI.C.INC.1983-2015. BIQ1:6.f5.10.6, Ver.6.15.10.6 Description: Channel at new Canopy, CSX11.5@ 6'-0' o.c. load Combination Max Stress Ratios Summary of Moment Values Summal)' of Shear Values -Segment length Span# M v Mmax+ Mmax-MaMax Mnx Mnx/Omega Cb Rm VaMax Vnx Vnx/Omega Dsgn.l= 5.50ft 1 0.154 0.028 -2.01 2.67 28.89 17.30 1.67 1.00 0.64 38.02 22.76 Dsgn.l= 5.01 ft 2 0.185 0.028 -2.67 2.67 24.10 14.43 1.00 1.00 0.64 38.02 22.76 -+0<{).750lr<{) .750l +0 .450W-tfi Dsgn.l= 5.50ft 1 0.043 0.006 -0.75 0.75 28.89 17.30 1.67 1.00 0.14 38.02 22.76 Dsgn.l= 5.01 ft 2 0.053 0.013 -0.76 0.76 24.10 14.43 1.00 1.00 0.30 38.02 22.76 -+0<{).750l+0.750S+0.450W-t+i Osgn.l= 5.5011 1 0.043 0.006 -0.75 0.75 28.89 17.30 1.67 1.00 0.14 38.02 22.76 Dsgn.l= 5.01 It 2 0.053 0.013 -0.76 0.76 24.10 14.43 1.00 1.00 0.30 38.02 22.76 -+0<{). 7501. <{).750S+0.5250E-tfi Osgn.l= 5.50ft 1 0.154 0.028 -2.01 2.67 28.89 17.30 1.67 1.00 0.64 38.02 22.76 Osgn.l= 5.67ft 2 0.185 0.028 ·2.67 2.67 24.10 14.43 1.00 1.00 0.64 38.02 22.76 +0.600+0.60W+0.60H Dsgn.l= 5.5011 1 0.055 0.023 0.96 0.96 28.89 17.30 1.67 1.00 0.52 38.02 22.76 Dsgn.l= 5.01 ft 2 0.066 0.023 0.96 -0.13 0.96 24.10 14.43 1.00 1.00 0.52 38.02 22.76 +0.600+0.70E<{).60H Osgn. l = 5.50 ft 0.092 0.017 -1.60 1.60 28.89 17.30 1.67 1.00 0.38 38.02 22.76 Osgn. L= 5.67ft 2 0.111 0.017 -1.60 1.60 24.10 14.43 1.00 1.00 0.38 38.02 22.76 Overall Maximum Deflectlc)ns Load Combination Span Max.·-· Oefl location in Span Load Com\lioation Malt.'+' Deft location in Span WOnly 1 0.0152 3.190 0.0000 0.000 2 0.0000 3.190 WOnly -0.1438 5.670 Vertical Reactions Support notation : Far left is #1 Values in KIPS load Combilation Support 1 Support2 Support3 OYeral MAXimum 0.774 -22.77 OYeral MINinum -0.020 0.100 -+0-tfi -0.485 1.125 -+O+l'*l -0.485 1.125 -+0-li.r-tfi -0.485 1.125 ..O+S'*I -0.485 1.125 ..0+0.750lri{).750l-t+i -0.485 1.125 +0+0.750L +0.750S+H -0.485 1.125 -t0<{).60W+H -0.020 -0.241 -t0<{).70E-tfi -0.485 1.125 -t0<{).750lr<{).750l <{).450W-tfi -0.136 0.100 -t0<{).75QL <{). 750S+0.450W-tfi -0.136 0.100 -tO<{), 750L :.D. 750S+0.5250E+H -0.485 1.125 <{).6Q0+0.60W+0.60H 0.174 -0.691 <{),60Q.+0.70E-<{).60H -0.291 0.675 DOnly -0.485 1.125 LrOnly LOnly ~JW SOnly WOnly 0.774 -2.277 EOnly HOnly - • • r'Ql COMcheck Software Vers;on 4,0.2.8 V 1 Envelope Compliance Certificate Project Information Energy Code: Project Title: Location: Climate Zone: Project Type: Permit Date: Permit No. Construction Site· 2525 El Camino Real Carlsbad, CA 92008 Building Area 2012 IECC Dave & Busters Tenant Fit Out Carlsbad, California 3b Alteration 6/06/2016 16-1733 Owner/Agent WD Partners 7007 Discovery Blvd. Dublin, OH 43017 614-6 34-7 000 1-Restaurant/arcade (Dining: bar lounge/leisure): Nonresidential Envelope Assemblies Floor Area 39787 R-Value Post~Aiteration Assembly Exterior Wa111: Steel-Framed, 16" o.c., [Bldg. Use 1 - Restaurant/arcade] Door 1: Insulated Metal, Swinging, [Bldg. Use 1 - Restaurant/arcade] Door 1 copy 1: Insulated Metal, Swinging, [Bldg. Use 1 - Restaurant/arcade] Exterior Wall2: Steei·Framed. 16" o.c., [Bldg. Use 1 · Restaurant/arcade} Basement Wall1: Solid Concrete:12" Thickness. Furring: Metal. Wall Ht 8.0, Depth B. G. 6.0, [Bldg_ Use 1-Restaurant/arcade] Project Notes Description of envelope: -rear wall is below grade basement wall -two side walls are adjacent interior tenant walls -only portion of front wall is tenant wall. Cavity Cont. 25.0 7.5 19.0 7.5 19 0 10.0 Designer/Contractor· Proposed U-Factor SHGC 0.054 0.480 0.480 0.060 0.057 Max. Allowed U-Faclor SHGC 0.064 0.610 0.610 0.064 0.579 -front wall has display cavity with display storefront. this cavity is only 2'-10" deep. all walls enclosing this cavity are insulated and for all intensive purposes exterior walls with the air space and lowe double glazed store front performing as continuous insulation. Project Title: Dave & Busters Tenant Fit Out Data filename: G:\D&B\DABN B0009 ~ CA ~Carlsbad _Westfield~ CA ~ Carlsbad\Permit COMcheck 6·3-2016.cck Report date: 06/03/16 Page l of · 9 Envelope Compliance Statement compliance Statement: The proposed envelope alteration project represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 2012 tECC requirements in COMcheck version 4.0.2.8 and to comply with the mandatory requirements listed in the Inspection Checklist. ~ 4 _ j I ~.1~0 Z.uiJ -'k,g~rrt::e.;c ~'M.~ ~-~ b(JJ_Ib Name~ T\te S1gnature ~ Date · I Project Title: Dave &. Busters Tenant Fit Out Data filename: G:\D&B\DABNB0009_CA_Carlsbad_Westfield_CA_Carlsbad\Perm!t COM check 6-3-2016 cck Report date: 06/03/16 Page 2 of 9 f fl../, COMcheck Software Version 4.0.2.8 '{ 1 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. lsiction :- Comments/Assumptions I \ & -~:q.~D' ~----~~~~-~--~~-~~.~~-----______ _l ____ Co·=~~-:s~ iC103.2 Plans and/or specifications provide all Dcomplies I ---1 \[PRlP information with which compliance Dooes Not ! can be determined for the building I [e:4o2 3.1 i[PR10J' \ I envelope and document where exceptions to the standard are claimed. ONot Observable 0Not Applicable Vertical fenestration area <= 30 Dcomplies percent of the gross above-grade wall Dooes Not area. 0Not Observable DNot Applicable ,!-1 C-462.-3~1 -··s-ky-~ghta~ea <--.;;_·3 percent~-fl:he ____ bc~~plie~---------·--------------------·----~----------1 i [PRllP gross roof area. Dooes Not I ! 0Not Observable i DNot Applicable :~ C4ri2 3-i---~-~~~~~;;-sed s-Pa~-~-s-;--~O~oo0_ft2 ________ OCompl;~--------· ------·-------·------·----· -------------------- ! [PR 14P directly under a roof with ceiling Dooes Not 1 heights> 15ft. and used as an office, 0Not Observable lobby, atrium, concourse, corridor, C402.3.2. ;2 ! [PR15]1 storage, gymnasium/exercise center, DNot Applicable convention center, automotive service, manufacturing, non- refrigerated warehouse, retail store, distribution/sorting area, transportation, or workshop, the following requirements apply: (a) the daylight zone under skylights is>= half the floor area; (b) the skylight area to daylight zone is>= 3 percent with a skylight VT >== 0.40; or a minimum skylight effective aperture > = 1 perce~t. Areas with obstructions that block Dcomplies direct beam sunlight on>= 1/2 of the Dooes Not roof over the enclosed area for more 0Not Observable than 1.500 daytime hours per year between 8 ~~-~nd 4 -~~-·--------·----_ -----~~~-~-~~~~a~~e Additional Comments/Assumptions: 1 ~igh Impact (Tier 1) 2 Me~!u_m Impact (Tier 2) 3 Low Impact (Tier 3) I ----· ----·-·------.-! Project Title: Dave & Busters Tenant Fit Out Report date' 06/03/16 Data filename: G:\D&B\DABNB0009 _ CA _Carlsbad_ Westfield _CA_ Carlsbad\Permit COMcheck 6-3-2016.cck Page 3 of 9 ----_., -----------·· ---------· -------···---.---------------------·----------·-·-- ,--SectiOn # Footing 1 Foundation ~ & Req~ID: lns~-=-~t-~~~- [(46·2~2-.4---s~l~w-grade wall insulation R- l[FOll' value. Plans Verified '1· Field Verified Value . Value Complies? "tJC~~Pii~~-- Dooes Not R-__ R-__ 0Not Observable Comments/Assumptions See the Envelope Assemblies table for values. DNot Applicable ---tJC~mp1\e~ --·· ------------------------________ J !----------.. -----------·---------·----Below-grade wall insulation installed per manufacturer's instructions. :c303.2 :[F02]' \ f jC403.2.7, !C408.2.8, jC404.5 j[F06]1 ' Exterior insulation protected against damage, sunlight, moisture, wind, landscaping and equipment maintenance activities. L _____ _ -------------·--·----···----------·--·----- Dooes Not 0Not Observable DNot Applicable __ .. ___________ ----~---·--oc~rr;p11;s - Doaes Not 0Not Observable DNot Applicable Additional Comments/Assumptions: 1 . High Impact (Tier 1) 2 Medium Impact {Tier 2) 3 Lo~ Impact (Tier 3) Project Title: Dave & Busters Tenant Fit Out Data filename· G \D&B\DABNB0009_CA_Carlsbad_Westfleld_CA_Carlsbad\Permit COMcheck 6-3-2016.cck Report date: 06/03!16 Page 4 of 9 I -------···-----~-----· . --___________ , __________ ·----- -·----· --Section Framing 1 Rough-In Inspection: Plans Verified 1 Field Verified # Value 1 Value -~----~------------~---------· Complies? Comments/Assumptions i & Req.ID . Jc4o2-.4 3:-Factory-built fenestration and -----------···---'--------------~t::rc;;-,;:,p-li;;~----~ tC402.4.4 doors are labeled as meeting air Dooes Not i, [FR18]3 leakage requirements. ONot Observable i ~---- 1 (402.4.7 !lFRl7]' ------------------------------------------- Vestibules are installed on all building entrances. Doors have self-closing devices. ONot Applicable ----Dcomplies ________________ ·-------------- l tc:ia2 33. IC402.3.4 I[FR8P Vertical fenestration U-Factor. U-__ U-__ Dooes Not ONot Observable _[]Not Applicable OComplies See the Envelope Assemblies Dooes Not table for values. I r.-... - I C402.3.3 I[FRlOP -----------------· -----·------ Vertical fenestration SHGC value. SHGC· ONot Observable ONot Applicable ·· ______ S_H_G_C-_________ -·oc-o~-Piie-"S-------·-s-;~-tt; E-~~elop~-A;~~mb·~;-;-·-·· Dooes Not table for values. ! too 3-:-i .3 ![FRl2]' I-IC303.l.3 i[FRl3]1 i I 1---IC402.2.7 :[FRl4]' ' -------·----~--------- Fenestration products rated in accordance with NFRC. Fenestration products are certified as to performance labels or certificates provided. U-factor of opaque doors associated with the building thermal envelope meets requirements. u-__ D Swinging D Nonswinging u-__ D Swinging D Nonswinging -----·· , ___ --···----------· -------·-------------___ ., _____ - Additional Comments/Assumptions: 1 _High lm_eact (Tier 1) 2 . Medium ~mpac~ (Tier 2) ONot Observable ONot Applicable Ocomplies Dooes Not ONot Observable 0Not Applicable Dcomplies Dooes Not ONot Observable ONot Applicable Dc~-~Pii~s Dooes Not ONot Observable ONot Applicable I ---1 See the Envelope Assemblies table for values. 3 Low Impact (Tier 3) Report date: 06/03/16 Project Title: Dave & Busters Tenant Fit Out Data filename: G :\D&B\DABNB0009 _ CA _Carlsbad_ Westfield_ CA_ Carlsbad\Permit COM check 6-3-20 16.cck Page 5 of 9 ' ' -----------------------------------------------------~------;--se-ction ___ _ i # 1 Mechanical Rough-In Inspection Complies? L~-~~-9_~-~~ ~ -----------·---·-·---··----·-·-----·------'~-------Dcomplies Dooes Not !(402.4.5. Stair and elevator shaft vents have motorized dampers that automatically close. '1 : [ME3J' 0Not Observable DNot Applicable ' ~-------·------------·"" ----------~-------------------------· Additional Comments/Assumptions: 1 High lmpac~ (Tier 1} 2 Medium Impact (Tier 2) Comments/Assumptions I -----------------------------~-____ ___j 3 Low Impact (Tier 3) Report date: 06/03!16 Project Title: Dave & Busters Tenant Fit Out Data filename: G:\D&B\DABNB0009_CA_Carlsbad_Westfield CA_Carlsbad\Permlt COM check 6-3-2016 cck Page 6 of 9 ---secti·a-n·--r----· ! # Insulation Inspection : & Req.ID' iC4o2~4.1. --A~~-~ources of air leakage in the I 1 building thermal envelope are sealed, ! [INlP caulked. gasketed, weather stripped ' or wrapped with moisture vapor- permeable wrapping material to Complies? bc~·~Pii-e-;----- oooes Not 0Not Observable 0Not Applicable Comments/Assumptions minimize air leakage. --~-.J i C303T--Abo~e-g~~d;-~all in-;·~~ti;~-~~~t~-~-d--ITCOmp·l;s---~ ----------------------------·· ----------------· .. -·····-· -------1 i [IN7]l per manufacturer's instructions. Dooes Not I ' !' ii i 0 0 Not Observable Not Applicable ! C30i 1----B~iid~g-~~vel~p~ insulati;,·i~-i~bel~--EfC:omplies ----------------·------------------·--···· ---------· ·-·-.-------1 I[INlOF with R-value or insulation certificate Dooes Not I ! providing R-value and other relevant fC303.21 ::::nor insulation IS pr~~~~t;:dfr~~ §~~k:~i~~~e____ ·-· -1 I[IN14F damage with a protective material. Dooes Not ] I verification for exposed foundation 0Not Observable l insulation may need to occur during ----------_j I Foundation Inspection. DNot Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact {Tier 2) 3 Low Impact {Tier 3) Project Title: Dave & Busters Tenant Fit Out Report date 06/03/16 Data filename: G:\D&B\DABN B0009 _ CA _Carlsbad_ Westfield_ CA _ Carlsbad\Permit COM check 6-3-2016.cck Page 7 of 9 . . ' . ~-s~eCtio·n ----- . # Final Inspection j_& __ Req.~~:?_! _____ .. __ _ ___ ---~-· i (402.4.6 Weatherseals installed on all loading \[FI37P dock cargo doors. Complies? _i_ --~---- Dcomplies Dooes Not Comments/Assumptions 0Not Observable DNot Applicable l f-Fi-gtj: ~8----:-~-~:~~;::~~~~~~~~:~:f~f~:~~ be;;B~~::~~~ ---~--------------------------------------·-----~---·----- I I I rated and labeled. Seal between interior finish and lumina ire housing. 0Not Observable DNot Applicable L-·----! C406 Efficient HVAC performance, efficient Ocomplies 1 [FI34]1 lighting system, or on-site supply of Dooes Not 1 renewable energy consistent with ONot Observable I what is shown the approved plans. I I I I 1 DNot Applicable '------------·---------------~=c:::!:. _______ ~-------------------~__j Additional Comments/Assumptions: 1 H1gh Impact (Tier I) 2 Medium Impact {Tier 2) 3 Low Impact (Tier 3) Project Title: Dave & Busters Tenant Fit Out Data filename: G:\D&B\DABNB0009 _ CA_ Carlsbad_ Westfield_ CA _ Carlsbad\Permit COMcheck 6-3-20 16.cck Report date: 06/03/16 Page 8 of 9 GB-250 Grease trap submittal, see comment P19. ~ g'a4Ue· GREASE INTERCEPTOR TECHNICAL DATA Submittal I Spccificatio -,s I l11stallaticm I Applicatio11 Specific Details 51Yz" I (1,308.mm) 38" I . (965mm) SUBMITTAL 33Yz" (851m~ STANDARD: 4" plain end inlet/outlet I Capacities-L quid: 2!'o gal.: Gr·ease: 1,07G lbs. (147.4 gal.); Solrds: 105 gal. Hrghway u·afflc loaj rated, bolted, gas/wate~ trght coTposrte covers. (1G.OOO lbs.: OPTIONS: D !J" Mule Ttmcad Ir;lot/Out et D 6' Plain Er-d Inlet/Outlet D 6' Male Thr·eao lnleJOutle~ (starnless steel) D Pedestr·ran Rated Cover·s-2, COO lbs. D H20 Load Rated Pro~able Cast Iron Covers D Integral r!embrane Clamping Collar Kit D Pumoout Port (Large) D AK1 High Water Anchc" K:t TeleGiide Risers D SR24(x:') >6"-24' D LR24: .-,, >2L1" -lO" .X... • .. u D SR24(x·') >39'-43 D SR24 (d + LR24 (x2) >43 -58 D LR24 (x4; >55 -72" APPROVAL: Srgna:ur·e: Date: Compary: Specify ng Engmeer: Er'grneer·i···g Firm: cet"', 1133age1of6 SPECIFICATIONS NOTES 1. L" plain end inlet/outlet 2. Jnit weight-w/composite covers: 230 lbs.: w/cast iron covers: 340 lbs. 3. Maximum operat1ng temoerature: 190° F conlinuous 4. Capacities-Liquid: 275 gal.; Grease: 1,0761bs. (147.4 gal.); Solids: 105 gal. 5. 3uilt-Jn Flow control. 6. For gravity drainage applic8.tions only. 7. Do not use for pressu"e applications. 8. Cover placement allows ft.; II access to tank for proper maintenance. 9. Vent not required unless per local code. 10.::ngineered inlet and outlet diffusers are removable to inspect/clean piping. 11. I~tegral air rel1ef I Anti-siphon I Sampling access. DIFFUSION FLOW TECHNOLOGY The inlet diffuser splits 1nfluent into three paths, creating laminar flow and utilizing the entire liquid volume of the tank for efficient grease separation. The calibrated open1ngs greatly reduce effluent turbulence. The effluent enters the main chamber without disturbing the existing grease or sediment layers. The integral air relief I anti-s1phon in the top of the outlet diffuser allows pressure stabilization within the unit during operation. The bottom of the outlet diffuser allows only effluent which is free of grease to exit the tar.k. It can easily oe attached to any of:he three outlets provided to ease job site piping layouts. ENGINEER SPECIFICATION GUIDE Schier Great 8asin1"' grease Interceptor model# GB-250 shall be lifetime guaranteed and made in USA of seamless, "otat1onally·molded polyethylene.lnter·ceptor shall be furn:shed for above or below g"ade installation. Interceptor shall be cernhed to ASME A112.'4.3 (type C) and GSA B4B'.I. with field adjustable riser system, built-in flow comrol, built-in test caps and three outlet op:ions. Interceptor flow ~·ate shall be 100 GPM. Interceptor grease capacity shall be 1.076 lbs. Cover shall provide water/gas·tight seal ard have ~L"imum 16.000 lbs.load capacity. CERTIFIED PERFORMANCE Great Basin hydromechanical grease interceptors are third !)arty performance-tested ::mrllisted by fAPMO to AS~F #A112.14.3 and CSA 8481.1 groo.sc imer·ccptor sto.ndtwos and greatly exceed roqu'r·emr.nts fo1· grease SOJXWation and storage. They are compliant to U1e UnifonT' Plurnbing Code ond U18 Internnliorwl Plumbing Code. ~ M A 13-1(2" 51-1/2" 38' Outlet I: (slamJJ"d) 'L ______ Outlet C (uptiUIILII) TOP VIEW ~-------------68"------------~ r-024-1/?"TYP --j lljp;;====;jil~-+---Jmegral ------r Cf. of rnlet & outle~ Stntlr. WFIIBf'l.llR Engineered Inlet ------J nrrU outlet d1ffuscr w/•n;,pccnonlJ<JI't SECTION A-A r--33-1/2" - 0 - - L.i.J • ~ OUTLET END VIEW air-relief/ anti siphon :35-3/4" inver't AdJU":>tuble a .. h!Jt~r:> wrth up to 6" o' adjustability l1edown POr'lt fol· <~r~cr•o1 l.:1t , INSTALLATION (1ot3) WARNING! DO NOT AIR TEST UNIT OR TELEGLIDE RISER SYSTEM! Doing so may result in property damage, personal injury or death. LEAK/SEAL TESTING Cap;;;ug all base unit plumbtrlg connections~~' 1cl nYT'OVC covers. For base unit testing, fill with water to just 8bOve tho h gt1est connection. For riser system testing (if r·equircd) fill wrth wuter to fr:~rshc::l grade level. CAUTION: Risers must be supported before filling with water to preventtipping. Inspect. unit. connections and all gaskets and clamps (if app!.cable} for leaks. Check water level at specihc trme intervals per local code. GENERAL INSTALLATION INSTRUCTIONS Schier grease interceptors are manufactured wtth an internal flow control system. They do not requrre an external flow control system or aw rntake vent Schie;' grease interceptors are not to be 1nstalled ·n any other rr~s.nnP,r except as shown. Consult local codes for separate trapping reqL,orements. clean out locations a"d additional installation Instructions. 1. Th8 flow control plate is not installed on this Lni:. When thR unit s in~~:alled 13 feet or rnore below the fixtures thnt flow into the unit, or a h.~Jh flow/increased head pressure cond1t10n exists (causlr'\Q a flow rote above 100 GPM), install the inlet d1ffuser flow control plate to maintain proper flow rate. 2. Sel unit on level solid suriace as close as poss1ble to hxtures. 3. Con;:ect outlet diffuser to the desired outlet (A.B.C). Unit is shipped with the outlet diffuser in location Band seal1ng caps on locations A and C. 4. Conrect inlet and outlet cra1nage lines to un1t. Mechanically couple p1oes to unit. Do not solvent weld. 5. Fo·-un1ts w1:h cast won covers. l'emove retainer clipS pnor to bun a I. NOTE: Do not install below a hydros:at1c slab. BELOW GRADE INSTALLATION INSTRUCTIONS EXCAVATION 1. Surrounding soil must be "nd1sturbeci so: I or vvell compacted engineel'ing flit. 2. Width Rnd lenou~ of excav3tion shall tea rninirnum of 12" oreater than tile tank on all srdes and ::Jeptll shall be s· deeper' ttl an tan'< borton'. 3. Set the tank level on a 6" deep layer of well-packed crushed aggregate material and connect waste oiping per-Generallnstallotion Instructions. BACKFILL 1. ='repai'Stion of sub grade per geotech reco'flmenda:tons. 2. Stabilize and corr,pact sub grade to 95% procter'. 3. =111 unit w1th warer before backfllling tc: stabilize u~it and prevent float-out dur1ng oackfltl1ng. Secure covers and (sers (1f necessary) co the unit 4. 3ackflll evenly around tank using crushed ag;Jregate (approx1mately 3/4" size rock or sand, 'vvith no fines). or flowable fill. Do not compact backfill around unit. FINISHED CONCRETE SLAB SlatJ mL:st >:!XI_ end 18" min·murn outside the L.ni: fompr nL Pedestrian trafficorgreenspace areas: <1" Tt11ck q~infc~~;;:~d corrcr·et'~ slab required. Vehicular traffic areas: Minimum 8" T''ICk con:::r'NO slab .,Nitll r'c.:b::ll' "eq~wed: final HliCkncss of conc"ele around cover lobe dctcrm1ncU by specifyJ"Q eng1neer. If traffic loadrng IS requrre.J the concrete slab c:rnens.ons shown a;e for guideline purposes only. Concre~e to be 28 day comp1'8SSive stre"'gth to 4,000 PSI. Use \0.4 rebar (z 1/2") g~·ade 60 steel per ASTM A615: connected w1th tie w1re. Rebar' tc oe 2-1/2" :,om edge o~ concrete and spaced rna 12" -:;Jr"id with 4 • spac ng around access ocen1ngs. clow control plote 8 FLOW CONTROL PLATE DETAIL - L:.' ' . " ~ f-- R Native SOil ---------, Backhll--------, Wull pucked !xhu -----, EXCAVATION AND BACKFILL DETAIL IS€i'S :0 G d ,., e-.---1111$ l ' 0 H I-t-- . ~ ... .. ' ~ m Refcmnrnende d2-Way c gn1cle cle<Jnout tee t (bv othcr·s) Opt1Ufl<JI l -""=~bd-bl ' l an;:~·o· ~i: SIDE VIEW DETAIL TOPV:E'vV Reb:.l" ELEV.~TICN VIEW CONCRETE SLAB DETAIL (Vehicular Traffic Areas) page3of6 INSTALLATION (2ot3) TELEGLJDE RISER (24 SERIES) INSTALLATION GUIDELINES Tools needed: 7(16" Nut driver tooVbit {irlcluded}, marker (included). wpe measure and dr-ill w1:h 1/2" chuck. Jigsaw. cwcular saw or r·eciprocating saw will be needed if risers need to be cut. NOTE: To rernove a component or adjust its position, the Upper Band Clamp needs to be loosened or reMoved using nut driver b1t. Loosened clamps should be re-tightened to 5-8ft lbs. of torque (same as a rubber no-hub coupling). ~he Lower Band Clamp is factory set and should not be adjusted or removed. Riser Assembly Instructions/Steps 1. Set unit so tne pipe connections line up with job site piping and measure riser height needed from top of cover to fin1shed grade. See Table 1 to select risers needed. 2. Remove covers from adapters. Remove adapters from main unit. On a level surface. per-assemble the r1sers and adapters, adjusting the components upwards or downwards to achieve the riser height needed. Make sure to maintain minimum and maximum insertion depths as shown in Figure 2. If components a"e too tong, make a circular line around the sidewall with marker and cut with a power saw. The lowest cut line on the riser assembly will be 6" beyond the riser height needed to allow for ideal insertion depth (See Figure 1). An alignment mark should be drawn 2" beyond the riser height needed which will align with the toP of the base unit gasket. DO NOT cut the alignment mark. The Adapters and risers should sit level with each other. Tighten upper clamps to keep riser/adapter assembly from shift:ng. Make alignment marks on the sidewalls at the top of all riser gaskets to aid final assembly. 3. IMPORTANT: Before the next step, make sure both diffusers are installed ins1de the main unit at the appropriate locations. Check :f there needs to be any flow control adjustment at the inlet diffuser· (see geneml installation Instructions), 4. Take apart riser assembly and cleon all sidewalls J'1d insides of gaskets lo remove dust/debris. Inst<:1ll components into tt1e main unit starting from the lowest riser and w::wk your· wo.y up to finished grade. Maintain minimum and maxiMum rnsertion depths for all components (see Figure 2). Tighten Upper Clamps to specified torque after correctly positioning components. Riser assembly may need to be supported during backfill. 5. lf tilting of the adapter is required to be flush with grade, do so AFTER all clamps have been tightened with riser(s)/adapter in a vertical and level position. Tiltrng is done usrng gasket flexibility. Tilting before t•ghtening clarnps rY'8Y rurn a perfect gasket seal. Schier recommends tilting only the adapter versus the entire riser assembly to make sure your riser height and proper tank access is maintained. 6. :f riser· height conditions change after completing aoove steps, U1ere rnay be roorn for adjustment. As long as mrrmnurn and rnaximL.m inser·tion depths are rnaintai~ed (see Frgure 2). the aoapters/rrser·s can be adjusted/cut as r'"1tH1y times as necess<.wy. When riser system installatron rs complete, see _eak/Seal T est;ng proceoure 1f required (pg 3 of 6). ANCHOR KIT INSTALLATION Stainless steel anchor krt is recommended for installatiOn in high water table conditio"s to prevent float out. Necess'tY to be determined by specifying engrneer. Hold down force achieved by backfill wer-;;Jht acting on Anchor Plate. Slide Anchor Hook over tie dowr~ po·nt on end wall2.nd bolt to Anc~or Strap. Sol~ Anchor St"ap to Anchor Plate using provided stainless steel hal'dware. If required, Ancnor Plate may be bolted to concrete slab using provided holes. LR24 l.onn Ristlr TelPGI1de R1se1' C01 11p011ents Arv;ho·· hook 1\tH:IlOl' ~(l':.liJ Anello:' plate Table1 Riser Height Needed Risers Requrred 0-6" None (use adapten >6"-24" SR24 (x2) >24"-39" LR24 (x2) >39"-43" SR24 (x4) >43"-58" SR24 (x2) + LR24 (xO") >58" -72" LR24 (x4) Adapter t Rbc He it NAe' R1ser ! I Alignment Mark 2" t ----------r T 6" 4" Cut Line _j -------,_ ! F1gure 1-Riser Measurements Upoer Band Clamp (field udju::;tubk:) lnwRr A<lnrl Clarnp (far.tory Sfl~-do not ad;ust or remove) Gl:l Unil {shown) or R1ser Figure 2-Insertion Depths II ~ II • --j; ~ :;li _!;;;; ~ ---· ,_.... H u r--J!l ~ ;:; <:__s!-__ -_..:-?' ANCHOR KITINSTAllATION DETAIL ' INSTALLATION (3ot3) EXPANDING GREASE CAPACITY i\/ul~·: •le gruJso inten:eptor configuratio11S must Ge pi pod as s· · Jwn to ensure ttho system works properly as aesi\_:ned. For below grado ins:aiiGtions, all un1ts 1nust be lovel1n the uxCDVJtion pic Hybrid systcrns cornbin1ng pun_;l!cl o.nd series installations are available pcrwNterl appr.JVal Frclrn Schier. Allwl"?t manifolos. outlet man1folds. piping between un1ts and lwo-way cleanout tees by other·s. Series Installation of Multiple Grease Interceptor-s For I ewer flow r·ates and higher grease storage requ1rements. For below grade installations it is recommended to install a two-way cleanout tee extended to fi;;ished grade before the inlet of the flrst unit, after the O:Jtlet of the last unit and :n between units (if there is a long run of pipe between un.lts) for line cleaning pwposes. NOTE: When the flow control plate is r·equired, 1t should only be installed on the first unit in Hle series. Parallel Installation of Multiple Grease Interceptors For f\ow rates above 100 GPM and higher grease storage :'eQL.trements. Units must be equally spaced to ensure equal effluent f:ow distribution. For below grade installations it is recommended to install 2 two-way clean out tee extended to firished ·;;wade before snd after each un1t for line cleaning purposes. Flow Splitter'M (FS~DUO, FS-TRIO, :-s-QUAD) sold separately. 100GPM 2,152 Grease Lbs. • • 100GPM 3,228 Grease Lbs. • 100GPM 4,304 Grease Lbs. • • -I WO-W::JV detl!lOUl l8C extended Lo grade • SERIES INSTAllATION CONFIGURATIONS (Preferred) 200GPM 2,152 Grease Lbs. lr11et n1<1n fold Outlet rrwnifold 300GPM 3,228 Grease Lbs. f 1 wc-l'·.'<l'r' cle,;r·o• .. : lee f E<>tended to Ql'<:lde 400GPM 4,304 Grease Lbs. f FS-QI~'AD • PARAllEl INSTAllATION CONFIGURATIONS page5of6 . . . APPLICATION SPECIFIC DETAILS l l l I I H I. I liWI 0 \lUll I ("' --'---'-- ...l Instde a Corroded Concr~ete Umt -i' 4tf 0 \poi ~ Flow .. "-'--"---' '---'--I-- InstallatiOn with Sampling Port SV24-L4 .. . . '' Flow .. Recessed and Suspended I "'1 f::t 'ii iii iii ii iii iii ' ' ' ' ' ' ii ii ii & iii ii I ' ' ' ' ' ' e u u u u u u :..,["b w-u I" Flow .. JUL Scr vmg an Apartment Complex er-mir'a[e ----1 Ven; m<tst l abovB t'1e c the S'llk oprimol Vtont Stack oc r:trfunitis Add thiS vc installed or floo~s belc' fh.:ures l~t~l 1e cr more ,... the nq served ~ n ........ IU ll loJ ~uuu Flow .. Addit1onal Venting for Floor-Below Installations page6of6 IUT075NQT Original Instructions Tumble Dryers 50 Pound (25 Kilogram) Capacity 75 Pound (34 Kilogram) Capacity Starting Serial No. 0904004427 Refer to Page 9 for Model Identification 0 TMB1277C_SVG Keep These Instrnctions for Future Reference. (If this machine changes ownership, this manual must accompany machine.) A nee Laundry Systems www.alliancelaundry.com Part No. 70457901ENRI3 February 2016 Specifications and Dimensions Specifications and Dimensions Specifications and Dimensions Re er to mac ine serial plate or a rtiona speer rcatrons. h r. dd" "fi Specifications 050 Series 075 Series F75 Heat dissipation of surface area exposed 60 [681,392] 60 [681,392] 60 [681,392] to conditioned air: Btu/ft2 [Joulesfm2] Noise level measured during operation 60dBA 65 dBA 67dBA at operator position of 3.3 feet [I me- ter ] in front of machine and 5.2 feet [1.6 meters ] from floor (approximate) Net Weight (approximate): 545 [247] 615 [279] 710 [322] Pounds [Kilograms ] Standard Packaging Weight: Pounds 602 [273] 677 [307] 772 [350] [Kilograms] Standard Packaging Shipping Dimen-41.5x52.1 x81 41.5 X 56.4 X 8} (1054 X 1433 X 2057] 41.5 X 56.4 X 81 sions: Inches [Millimeters ] ( 1054 X 1323 X (1054 X 1433 X 2057] 2057] Slat Crate Packaging Weight: Pounds 669 [303] 742 [337] 837 [380] [Kilograms] Slat Crate Shipping Dimensions: Inches 44.5 X 55 X 87.75 44.5 X 59.25 X 87.75 (1130 X 1505 X 44.5 X 59.25 X 87.75 [Millimeters ] (1130 X 1397 X 2229] (1130 X }505 X 2229] 2229] Cy Iinder Size: 37 X 30 (940 X 762] 37 X 36 (940 X 9!4] 37 X 36 (940 X 914] Inches [Millimeters] Cylinder Capacity (dry weight): 50 [25] 75 [34] 75 [34] Pounds [Kilograms ] Air Outlet Diameter: 8 [203] 8 [203] 10 [254] Inches [Millimeters] Maximum Static Back Pressure: 0.5 [1.3, 0.13] 0.5 [1.3, 0.13] 0.5 [ 1.3, 0.13] W.C.I. [Millibar, kPa] Maximum Airflow: 750 [354] Classic Line Eco Line 1100 [519] C.F.M. [Lisee] Gas/Steam 60Hz 750 [354] 60 Hz 920 [ 434] 50 Hz 625 [295] 50 Hz 750 [354] Electric 750 [354] Table continues ... © Copyright. Alliance Laundry Systems LLC -15 Part No. 70457901ENR13 DO N~O~rT~SM. IT <f' 1'-l" .... \ ~ !S·n~) .-~ Fire wrap for hood ducts. see comment M29. FyreWrap® Elite® Duct Insulation Two-Layer Fire Rated ASTM E-2336 Grease Duct System Product Unifrax's FyreWrap® El~e'" 1.5 Duct Insulation is a high temperature insulation blanket specifically designed to provide a flexible enclosure for 1 and 2-hour rated commercial k~chen grease ducts (GO). FyreWrap Elite 1.5 Duct Insulation provides a tested, fire-protective enclosure acceptable as an alternate to a fire-rated shaft. Installed as a two-layer system, FyreWrap Elite 1.5 complies w~h 2006 and 2009 Ed~ions of IMC and UMC, ASTM E-2336, NFPA 96 and ICC ES Grease Duct Enclosure Acceptance Cr~eria, AC 101. Product Description FyreWrap Elite 1.5 incorporates lnsulfrax'" Thermal Insulation as its core material. lnsulfrax is a high temperature insulation made from a calcia, magnesia, silica chemistry designed to enhance biosolubility. It provides excellent insulation in a noncombustible blanket product form. The core insulation blanket is completely encapsulated in an aluminum foil fiberglass reinforced scrim covering. This scrim provides additional handling strength as well as protection from grease and moisture absorption and tearing. Product Properties Product Unit/Box Size WT Elite 1.5 I roll I v.rx24''x25' 37.5 lbs Elite 1.5 !-roll 1 'll''x48''x25' 751bs Elite 1.5 collar 4-rolls I W'x6'"x25' 37.5 lbs Product Performance Test Criteria Descrintion ASTM E 2336/ 2-Hour Kitchen Exhaust Duct- ACIOI Zero clearance at all ooints on duct ASTM E 814 Firestop: 2-hour F & T Ratings ASTM E 84/UL 723 Encapsulated: Flame <25. Smoke <50 Unfaced: Flame= 0. Smoke= 0 ASTM C 518 R-Value: 4.8 per inch at 75 F R-Value: Elite 1.5 (1-1/2")-7.2 EN 1094 Temperature Grade 2300°F Recommended Operating Temperature 2012"F ASTMEI19 2-hour Engulfment IMC. UMC codes Complies with 2006-2012 Editions. Sect. 506.3.10. 506.3.6 NFPA 96 ComPlies with all editions Form C-1512, Effective 11/12 Contractor Submittal Sheet Contractor:-------- Project:--------- Green Building Contribution: Contains No VOCs Manufacturing plant location: New Carlisle, IN. Microbial Resistant, per ASTM D 6329-03 R-value: EJije 1.5 (1-1/2") = 7.2 at 75"F Product Listings Listing Agency Listin2 Number lntertek Laboratory Duct: UNI/FRD 120-16, (formerly OPL) UNI/FRD 120-17, UNI/WA 120-01 Intertek Laboratory Firestop: UNI/FRD 120-19, (formerly OPL) UNI/PHV 120-05, UNI/PHV 120-06 ICC Evaluation Service (ES) ESR-2224 California State Fire Marshal # 2440-1478:100 System Installation The FyreWrap Elite 1.5 Duct Insulation System consists of a fully encapsulated, two-layer system applied directly to the duct surface. The insulation system may be installed at zero clearance to combustibles at all locations on the wrap, at material overlaps and in the field between overlaps. To minimize waste, unroll tautly prior to measuring or making material cuts. The first layer can be installed w~h transverse (perimeter) joints butted and minimum 3" long~udinal overlaps. All overlaps for the second, or outer layer, are a minimum of 3". For the second layer, transverse (perimeter) overlaps of adjacent blankets may be installed using one of these three techniques. Telescoping Overlap Wrap Technique: This wrap technique is the most common method of installing FyreWrap Elite 1.5 where each adjacent blanket has one edge exposed and one edge covered by the next blanket to form a 3" overlap. Checkerboard Overlap Wrap Technique: This installation uses a 3" overlap pattern with both edges of each alternating blanket covered by each adjacent blanket whose edges are exposed. The overlap joints in alternate layers of blanket resemble a checkerboard pattern in the completed installation. This technique is often utilized when a small section of duct wrap must be repaired. Butt Splice with Collar Wrap Technique: This wrap technique permits installation with the blanket edges butted together and a 6" wide collar of blanket that is centered over the butt splice, overlapping each adjacent blanket 3". The collar can be field fabricated from FyreWrap Elite 1.5 rolls or purchased separately. ~ Unifrax I LLC • 2351 Whirlpool Street • Niagara Falls, NY 14305-2413 Telephone: 716-278-3800 • Telefax: 716-278-3900 • Website: VfflW.unifrax.com Attachment Options Three attachment options are available for installers. Choices are limited by the duct width dimension. Details on each option are provided below. Banding Only: For Duct Widths 24" or Less To temporarily secure the insulation, optional use of filament tape is permitted. Place carbon steel or stainless steel bands (min. Y." wide, nom. 0.015" thick) 1 Yz" from each edge of each blanket overlap. Place additional bands in the field area between the overlaps on maximum 1 OY." centers. Tighten banding to firmly hold the wrap system in place but not so tight as to cut or damage the blanket. Pins are NOT required when this banding technique is used. Banding and Pins: For Duct Widths!:, 49" Weld 12-gauge steel insulation pins to the underside of horizontal runs and backside (side of duct having largest dimension) of vertical runs. Place pins at maximum 12" rows and on maximum 10%" centers. To temporarily secure the insulation, optional use of filament tape is permitted. Impale FyreWrap Elite 1.5 over the pins and hold in place with minimum 2%" square or 1.5" round galvanized steel speed clips (washers). Turn down or cut off exposed ends of pins to eliminate safety hazards. Locate carbon steel or stainless steel bands (min. Yz" wide, nom. 0.015" thick) 1 Y." from each edge of an overlap joint. Locate a second band midpoint between the overlapped joints, or maximum 10%" on center. Tighten banding to firmly hold the wrap system in place but not so tight as to cut or damage the blanket. Cup head style pins are also permitted and shall be located at the same spacing as pre-welded pins. Pins Only: For Duct Widths > 49" Weld 12-gauge steel insulation pins on all sides of the duct. Place insulation pins in rows (perpendicular to the length of the duct) spaced maximum 1 0%" on center. Pins in each row are maximum 5" from each duct edge and maximum 8" on center. Locate insulation overlaps so they are centered on the pins. Impale FyreWrap Elite 1.5 over the pins and hold in place with 2%" square or 1 Yz'' round galvanized steel speed clips (washers) to keep the system from sagging. Turn down or cut off exposed ends of pins to eliminate safety hazards. Cup head style pins are also permitted and shall be located at the same spacing as pre-welded. The pins only attachment method may be used for duct widths less than 49", but is optional. Form C-1512, Effective 11112 Page2 Attachment Options Summary Banding Banding& Pins Only Duct Dimension Pins (pins on (All Four Oaly bottom\ Sides) Width <24" • • • Width< 49" • • Width >49" • Supports The duct support systems do not require FyreWrap insulation when constructed using a minimum 3/8" diameter all-thread steel rod and 1%" x 1%" x 1/8" steel angle spaced a maximum 60" on center along the length of the duct. To extend spacing to 72", use of Y." all-thread and 2"x2"x1/4" angle is required. A minimum clearance of 1" is required between the protected duct and the steel rod. For all other duct support configurations, a single layer of FyreWrap Elite 1.5 Duct Insulation is required on all components. Utilize a 3" overlap (approximately one quarter turn) on all joints. Access Door Field fabricated access doors are protected with three layers of FyreWrap El~e 1.5 Duct Insulation. A gasket of Y." thick unlaced FyreWrap or ceramic fiber blanket is initially installed between the duct and the access door cover. Weld threaded rod to each corner. of the access door opening. Cover w~h hollow steel tubes (optional) for easy removal of blanket. Weld at least four steel insulation pins to the outside of the door cover panel, 1" from each corner. Cut through the two layers of FyreWrap El~e 1.5 Duct Insulation already covering the duct and access door opening. Leave the interior piece in place. Cut back the outer layer to form an opening with perimeter dimensions that extend 1" beyond the inner layer. Cut a piece of FyreWrap Elite 1.5 that matches the dimensions of the opening and install over pins to frt tightly within the existing material. Cut an additional piece of insulation with perimeter dimensions that extend 1" beyond the layer below. Install over the insulation pins. Throughout the installation process, seal all cut edges w~h aluminum foil tape. Secure with washers and bend over excess pin lengths to eliminate safety hazards. Place washers on threaded rod and secure with nuts. Do not install banding over this area. Ductmate Ultimate and Ductmate F2-HT prefabricated access doors are permitted and must be installed in accordance with Ductmate Industries, Inc. installation instructions and the applicable code. The prefabricated access door is protected with three layers of FyreWrap Elite 1.5 similar to the field fabricated access doors. Contact www.ductmate.com or 1 800 245 3188 for additional information or local distributors. Fire wrap for hood ducts, see comment M29. FyreWrap® Elite® Duct Insulation Two-Layer Fire Rated ASTM E-2336 Grease Duct System Product Unifrax's FyreWrap® Elite® 1.5 Duct Insulation is a high temperature insulation blanket spec~ically designed to provide a flexible enclosure for 1 and 2-hour rated commercial kitchen grease ducts (GD). FyreWrap Elite 1.5 Duct Insulation provides a tested, fire-protective enclosure acceptable as an a~ernate to a fire-rated shaft. Installed as a two-layer system, FyreWrap Elite 1.5 complies with 2006 and 2009 Editions of IMC and UMC, ASTM E-2336, NFPA 96 and ICC ES Grease Duct Enclosure Acceptance Criteria, AC101. Product Description FyreWrap Elite 1.5 incorporates lnsulfrax® Thermal Insulation as its core material. lnsulfrax is a high temperature insulation made from a calcia, magnesia, silica chemistry designed to enhance biosolubility. It provides excellent insulation in a noncombustible blanket product form. The core insulation blanket is completely encapsulated in an aluminum foil fiberglass reinforced scrim covering. This scrim provides additional handling strength as well as protection from grease and moisture absorption and tearing. Product Properties Product Unit/Box Size WT Elite 1.5 I roll J W' X 24'' X 25' 37.5 lbs Elite 1.5 !-roll ] ~··X 48'' X 25' 751bs Elite 1.5 collar 4-rolls ) Yz'' X 6'" X 25' 37.5 lbs Product Performance Test Criteria Descriotion ASTM E 2336/ 2-Hour Kitchen Exhaust Duct- ACIOI Zero clearance at all ooints on duct ASTM E 814 Firestop: 2-hour F & T Ratings ASTM E 84/UL 723 Encapsulated: Flame <25, Smoke <50 Unfaced: Flame-0. Smoke= 0 ASTM C 518 R-Value: 4.8 per inch at 75 F R-Value: Elite 1.5 (1-1/2") = 7.2 EN 1094 Temperature Grade 2300°F Recommended Operating Temperature 20!2°F ASTM E 119 2-hour Engulfment IMC, UMC codes Complies with 2006-2012 Editions. Sect. 506.3.10. 506.3.6 NFPA 96 Complies with all editions Form C-1512, Effective 11/12 Contractor Submittal Sheet Contractor:-------- Project:--------- Green Building Contribution: Contains No VOCs Manufacturing plant location: New Carlisle, IN. Microbial Resistant, per ASTM D 6329-03 R-value: Elite 1.5 (1-1/2") = 7.2 at 75°F Product Listings ListiR~ A~encv Listine Number Intertek Laboratory Duct: UNI/FRD 12Q-16, (formerly OPL) UNI/FRD 120-17, UNI/WA 120-01 lntertek Laboratory Firestop: UNI/FRD 120-19, (formerly OPL) UN!/PHV 120-05, UNI/PHV 120-{)6 ICC Evaluation Service tES) ESR-2224 California State Fire Marshal # 2440-14 78:100 System Installation The FyreWrap Elite 1.5 Duct Insulation System consists of a fully encapsulated, two-layer system applied directly to the duct surface. The insulation system may be installed at zero clearance to combustibles at all locations on the wrap, at material overlaps and in the field between overlaps. To minimize waste, unroll tautly prior to measuring or making material cuts. The first layer can be installed with transverse {perimeter) joints butted and minimum 3" longitudinal overlaps. All overlaps for the second, or outer layer, are a minimum of 3". For the second layer, transverse {perimeter) overlaps of adjacent blankets may be installed using one of these three techniques. Telescoping Overlap Wrap Technique: This wrap technique is the most common method of installing FyreWrap Elite 1.5 where each adjacent blanket has one edge exposed and one edge covered by the next blanket to form a 3" overlap. Checkerboard Overlap Wrap Technique: This installation uses a 3" overlap pattern with both edges of each alternating blanket covered by each adjacent blanket whose edges are exposed. The overlap joints in a~ernate layers of blanket resemble a checkerboard pattern in the completed installation. This technique is often utilized when a small section of duct wrap must be repaired. Butt Splice with Collar Wrap Technique: This wrap technique permits installation with the blanket edges butted together and a 6" wide collar of blanket that is centered over the butt splice, overlapping each adjacent blanket 3". The collar can be field fabricated from FyreWrap Elite 1.5 rolls or purchased separately. ~ Unifrax I LLC • 2351 Whirlpool Street • Niagara Falls. NY 14305-2413 Telephone: 716-278-3800 • Telefax: 716-278-3900 • Website; 'N'NW.unifrax.com Attachment Options Three attachment options are available for installers. Choices are limited by the duct width dimension. Details on each option are provided below. Banding Only: For Duct Widths 24" or Less To temporarily secure the insulation, optional use of filament tape is permitted. Place carbon steel or stainless steel bands (min. %''wide, nom. 0.015" thick) 1 Yz" from each edge of each blanket overlap. Place additional bands in the field area between the overlaps on maximum 1 0%" centers. Tighten banding to firmly hold the wrap system in place but not so tight as to cut or damage the blanket. Pins are NOT required when this banding technique is used. Banding and Pins: For Duct Widths< 49" Weld 12-gauge steel insulation pins to the underside of horizontal runs and backside (side of duct having largest dimension) of vertical runs. Place pins at maximum 12" rows and on maximum 10Y," centers. To temporarily secure the insulation, optional use of filament tape is permitted. Impale FyreWrap Elite 1.5 over the pins and hold in place with minimum 211," square or 1.5" round galvanized steel speed clips (washers). Turn down or cut off exposed ends of pins to eliminate safety hazards. Locate carbon steel or stainless steel bands (min. %''wide, nom. 0.015" thick) 1 Y," from each edge of an overlap joint. Locate a second band midpoint between the overlapped joints, or maximum 1 0%" on center. Tighten banding to firmly hold the wrap system in place but not so tight as to cut or damage the blanket. Cup head style pins are also permitted and shall be located at the same spacing as pre-welded pins. Pins Only: For Duct Widths > 49" Weld 12-gauge steel insulation pins on all sides of the duct. Place insulation pins in rows (perpendicular to the length of the duct) spaced maximum 1 OY," on center. Pins in each row are maximum 5" from each duct edge and maximum 8" on center. Locate insulation overlaps so they are centered on the pins. Impale FyreWrap Elite 1.5 over the pins and hold in place with 2%" square or 1 11,'' round galvanized steel speed clips (washers) to keep the system from sagging. Turn down or cut off exposed ends of pins to eliminate safety hazards. Cup head style pins are also permitted and shall be located at the same spacing as pre-welded. The pins only attachment method may be used for duct widths less than 49", but is optional. Form C-1512, Effective 11/12 Page2 Attachment Options Summary Baodiog Banding& Pins Only Duct Dimension Pins (pins on (All Four Only bottom\ Sides\ Width <24" • • • Width< 49" • • Width >49" • Supports The duct support systems do not require FyreWrap insulation when constructed using a minimum 3/8" diameter all-thread steel rod and 1Y," x 1%" x 1/8" steel angle spaced a maximum 60" on center along the length of the duct. To extend spacing to 72", use of Y," all-thread and 2"x2"x1/4" angle is required. A minimum clearance of 1" is required between the protected duct and the steel rod. For all other duct support configurations, a single layer of FyreWrap Elite 1.5 Duct Insulation is required on all components. Utilize a 3" overlap (approximately one quarter turn) on all joints. Access Door Field fabricated access doors are protected with three layers of FyreWrap EIHe 1.5 Duct Insulation. A gasket of y,• thick unlaced FyreWrap or ceramic fiber blanket is initially installed between the duct and the access door cover. Weld threaded rod to each corner of the access door opening. Cover wHh hollow steel tubes (optional) for easy removal of blanket. Weld at least four steel insulation pins to the outside of the door cover panel, 1" from each corner. Cut through the two layers of FyreWrap EIHe 1.5 Duct Insulation already covering the duct and access door opening. Leave the interior piece in place. Cut back the outer layer to form an opening with perimeter dimensions that extend 1" beyond the inner layer. Cut a piece of FyreWrap EIHe 1.5 that matches the dimensions of the opening and install over pins to frt tightly within the existing material. Cut an additional piece of insulation wHh perimeter dimensions that extend 1" beyond the layer below. Install over the insulation pins. Throughout the installation process, seal all cut edges with aluminum foil tape. Secure wHh washers and bend over excess pin lengths to eliminate safety hazards. Place washers on threaded rod and secure with nuts. Do not install banding over this area. Ductmate Ultimate and Ductmate F2-HT prefabricated access doors are permitted and must be installed in accordance with Ductmate Industries, Inc. installation instructions and the applicable code. The prefabricated access door is protected with three layers of FyreWrap Elite 1.5 similar to the field fabricated access doors. Contact www.ductmate.com or 1 BOO 245 3188 for additional information or local distributors. Washing m3chine. see comment P14. Machine Demensions and Specifications llfiMf~ Models UWN065T4VX and UWN065T4VN Design 3 D1mens1ons and Foundation Reqwrements Circuit Breaker \ 24.91 in. -i----1 24in.- .5 i am.-----,~~~~~~~~~~~~~ (optional elevated pad) 12in. _J 36in. ~-12in. RIGHT Power Input FRONT BACK PHM11L Electrical Soecifications Water Drain and Weiaht ' Non-Electric Heat Machines S!;!ecifications Voltage Designation ti 0 0 0 iif .. a. " .. cc iD .. X 200-240 50/60 N 440-480 50/60 12-10-380 (Standard) Drain: Number (Size) ., ""-~ Water Connections: , ;§ >5. ~ 3 Number (Size) ::r 3-; z., .. iil i~ .,.o,., 3 .. E;:JCD Q N Weight: Machine .. a. ~ (With Shipping 1/3 2/3 16/10 20/15 12/14 4/2.5 Packaging) 3 3 7 15 14 2.5 Side Clearance: ©Copyright. Alliance Laundry Systems LLC-DO NOT COPY or TRANSMIT 1 (3 in.) 4 (0.75 in.) 1060 lbs . (11051bs.) 6 in. (minimum) 18 in. (recommended) Part No. 4-12-189 May 2012 Washing machine, see comment P14. Machine Demensions and Specifications 1/~if;l~ Models UWN065T4VX and UWN065T4VN Dimensions and Foundation Requirements FRONT Design 3 24.911n. -1----1 water Inlet Valves~ Circuit Breaker \ 24in. _, RIGHT -60in. BACK PHM11L Electrical Soecifications Water Drain and Weicht ' Voltage Designation ~ 0 0 0 S' '< a. " .. "' ... CD X 200-240 50/60 N 440-480 50/60 12-10-380 Non-Electric Heat Machines S(lecifications (Standard) Drain: Number (Size) ... "TT-~ Water Connections: ... ~ >5. ~ 3 Number (Size) ;;r 3-C ZCD .. ; ,.-'"o" 3 .. ..~ .. ,,.. N Weight: Machine CD S, CD a. ~ (With Shipping 1/3 2/3 16/10 20/15 12/14 4/2.5 Packaging) 3 3 7 15 14 2.5 Side Clearance: ©Copyright, Alliance Laundry Systems LLC -DO NOT COPY or TRANSMIT 1 (3 in.) 4 (0.75 in.) 1060 lbs. (11051bs.) 6 in. (minimum) 18 in. (recommended) Part No. 4-12-189 May 2012 C\J £ "" lf2J) ~ountp of ~an JB~ DEPARTMENT OF ENVIRONMENTAL HEALTH FOOD AND HOUSING DIVISION www. sdcdeh. org PLAN CHECK APPLICATION -OFFICE USE ONLY SAN DIEGO OFFICE 5500 OVERLAND AVE# 110 SAN DIEGO, CA 92123 (858) 505-6660 FAA (858) 467-9282 SAN MARCOS OFFICE 151 E. CARMEL ST. SAN MARCOS, CA 92078 ' (760) 471-0730 MAILING ADDRESS P.O. BOX 129261 SAN DIEGO, CA 92112 PC Record #: 00 b 'I 0 9 Intake Date. (, po[{ f> Paymen!Type: ;;;t 55 .OZ) FOOD FACILITY BUSINESS AND CONTACT INFORMATION !XINEW FOOD FACILITY 0 REMODEL CURRENT PERMIT OcoNSULT-NEW 1 DcoNSULTATION OREVISION OeoDv ART CHANGE OF OWNER CURRENT PERMIT Facility Name: IX>.~ != 'Poster 'S Facility/ Commissary Address: ZSo! £! (amjnQ Rea.{ 1 Su~te 140 Assessor's Parcel No.: 1t;.(s, ·302-m-ro City:('4rlsbo.d Zip: 92C08 BUSINESS OWNER: Name: U<;;o. ~<lm:;.o Company: {;p,.ve § Sus-lens, J.t'IC . Mailing Address: 'Z.4't$ I M~V\AVJCI. :i>V'\Ve. City: oo.Jio.s State: 1)< Zip: 75ZZ.O Phone:< "2.1'1 l goy-Z.2.'59 Fax: L-_ _;_ _____ E-Mail: Lt S~-W4m;nerda.u:and:lotl~+e.-s. C9W\ VETERANS MAY QUALIFY FOR FEE EXEMPTION (complete additional application tor consideration) 0 Yes, I am a Veteran. Name: w D Po.rfn:=rS . ..r us±in Ma.d:. Company: wb ~r+ners Mailing Address: 7DD7 l>lSCo~ '81vcL City: .'PcJb {,'o State: .o!-l-Zip: '130 I] Phone: ( {.oJ'-1 l lP"aL\ ·'101X) E-Mail: Ji1:.ho. Mad:@ wc::\p.artners. C.OWI CA. Contractor's License (if applicable): tJ/A CONTACT PERSON FOR PLAN STATUS NOTIFICATION: Contact Person: s,;vc. HAt.€' Contact Fax: ( 7o? l 4U · qeS"-z. E-Mail: --"-'=-"'-'-~;..!:'-=-'-"'"""'"""'"--'-'"""-'!.J..------ Projected# Meals to be Served: ...=_Breakfasti\CPLunch(£(0 Dinner ' i Customer Utensils: 0Single Use IK]Multi-Use Is there outdoor dining, outdoor bar. barbecue, wood oven etc. associated with the food facility? If yes. explain: flEH:FH-177 (Rev. 01/15) FOOD & HOUSING DIVISION-PLAN CHECK P-1 t I ,.,. FOOD FACILITY ONLY INDICATE THE SERVICES OR TYPE OF FOOD FACILITY PROVIDED (Check all that apply) 1 5!1. RestauranUDeli D Market-Packaged D Market-Prep D Catering D School-Preparation Kitchen D School Satellite Site D Licensed Health CareD Boat D Retail Processing D Minimal Food (frozen ice cream dipping, hot dogs, beverages) D Commissary-For Food PrepO Commissary-For Packaged Food or Vending Machine HQ D Wholesale Warehouse D Packaged Non-Potentially Hazard Food D Food Delivery Service D Catering Equipment Rental D Swap Meet Vendor MOBILE FOOD FACILITY ONLY MOBILE FOOD CART:O PACKAGED FOOD OR PRODUCE ONLY 0 LIMITED FOOD PREPARATION (LFP) Up To 4 Carts May Operate at a SINGLE SITED-Number of LPF Carts Number of Packaged Carts. ___ _ MOBILE SUPPORT UNIT FOR CART REPORTS TO COMMISSARY: 0 MOBILE FOOD'TRUCKNEHICLE ONLY: 0 Packaged/Produce 0 Limited Food Prep (LFP) 0 Full Food Prep MOBILE FOOD FACILITIES MUST SUBMIT COMMISSARY AGREEMENT LETTER (TOILET FACILITY LETTER IF APPLICABLE) NOTE: ALL FOOD FACILITIES INCLUDING MOBILES MUST SUBMIT MENUS WITH APPLICATION BODY ART FACILITY ONLY INDICATE THE SERVICES YOU WILL BE PROVIDING (Check all that apply) D Tattooing D Permanent Cosmetics D Body Piercing D Branding D Mobile Vehicle INFECTION PREVENTION & CONTROL PLAN (/PCP) TO BE SUBMITTED FOR REVIEW PRIOR TO OPERATING OTHER AGENCIES: 0 BLDG DEPARTMENT 0 FIRE DEPARTMENT 0 ZONING 0 WATERIWASTEWATER DISTRICTS 0 APCD 0 DEH-LWQ (Note: If you are the sole business owner and an honorably discharged veteran you may be eligible for a fee exemption.) I declare under penalty of perjury that to the best of my knowledge and belief, the description of use and information contained on this application and plans are correct and true. I hereby consent to all necessary inspections made pursuant to law and incidental to the issuance of this review and the operation of this business. I also agree to confonn to au conditions, orders, and directions, issued pursuant to the California Health and Safety Code, and all applicable County and City Ordinances. I understand that if the plans are incomplete due to a lack of any of the required infonnation, the plans will be rejected and upon resubmission, a plan recheck fee will be charged. I am aware that plan check fees are not fully refundable and that plans, once reviewed, will be picked up within 60 days or they will be discarded. Plans are valid for one year after stamp. Any changes to the released documents will be submitted and filed with the County of San Diego, Oepartll}ent of Environment Health. Authorized Signature: ~ +i-k Date: ~;_ 4 L U.fl I ------~---------------------------~-----··-------~----------------·-· Print Name and Title Here: (For office use only) PLAN CHECK#/: PERMIT TYPE: . CENSUS TRACT: ASSIGNED TO: ROUTE CODE: . PLAN STATUS0APPROVED Df01SAPPROVED0 BLUE TAG; PC INITIALS 'rf)._-REVIEW DATE Y--(7 ---! <.. RECHECK STATUS 0APPROVED0DISAPPROVED0BLUE TAG; PC INITIALS RECHECK DATE t l Comments A rr?etuvrt., C-<-------DATE~APPROVED ]_ii]] ([, DEl-I:FH-177 (Rev. 02/13) FOOD & HOUSING DIVISION-PLAN CHECK P-2 l SAN DIEGO REGIONAL HAZARDOUS MATERIALS ........... .. Prol8clion /ltgtll'lcy with jurisdiction plan oulxniltal. Occupancy Riding: Facility's Squa,. Foollge (lncludmg propooad project): 1. Explosive or Blasting Agenls 5. Organic Peroxides 9. Water Reactives 13. Corrosives 2. Compressed Gasaa 6. Oxldlzens 10. Clyogenlco 14. Other Heal1h Hazards 3. Flammable/Combustible Liquids 7. Pyrophorlcs 11. Highly Toxic or Toxic Materials 15. None ofThesa. 4. Flammable Solids 8. Unstable Reacli-12. Radloactl- FEES ARE REQUIRED. Expected Oate of Occupancy: YES NO (for new construcllon or ramodeling projects) 1. D I'" your businesS 11&00 on the reverse side of this form? (-all that apply). 2. D WUI your busineas dispOSe of Hazardous Substances or Medlcsi Waste in any amount? 3. D WUI your businasa store or handle Hazardous SUbsiancaa In quantities graater than or equal to 55 gallons, 500 4. D 5. D 6. D 1. D 8. D YES 1. D pounds andlor 200 cubic feat? 1Zf" WBI your business store or handle carcinogana/reproductlve toxins in any quantity? i2i WIH your busineas use an existing or Install an underground storege lank? t WIH your busineas store or handle Regulated SUbsiancaa (CsiARP)? NO Will your business use or inslaH a Hazardous Wasla Tri Syatam (Tille 22, Article 10)? Will your businees store petroleum in tenks or oonlainars at your facility with a total facility siorege capacity equal to or graater than 1,320 gallons? (California's Abolleground P-m Storage Ad). 1151 Hss a survey been performed to detennine tha presanca of Asbestos Containing Materials? D Cs1ARP Exempt I Oate Initials D CsiARP Requirad 0ate Initials D CsiARP Complete Oate Initials 2. D 3. D llll WID ths subject facility or construction aclivities lncluda operations or equlpmenl that emU or ara capable of emitting an air contemlnant? (Ses ths APCD faclsheat at hltp:l/www.sdaDCd.orgljnfo!!acts/p!!l!!lUs.odf, and ths list of typicsi equipment requiring an APCD parmR on ths reverse side of this fmm. Contact APCD ~you have any questions). 0 (ANSWER ONLY IF QUESTION 1 IS YES) Wit ths subject faclllly be located within 1,000 feet of ths outer boundary of a school (K through 12)? (Sesn:h ths California School Dlractory at htto:/Jwww.cde.ca.QOYire!sd/ for public and private schools or contact ths appropriate school disbict). Will there be ranovallon that involves handling of any-asbestos mater1als, or disturbing any material that contelns non-friable asbestos? WIH there be demoHtion invoM ths ramoval of a load structural member? ....W.I I l{p Name of Owner or Authorized Agent FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION : BY: DATE: I I EXEIIPT OR NO FURI'HER INFORMATION REQUitED REI EIISED FOR 8U1...D1t11 P11MT IIUT NOT fOR OCCUPANCY RS.EAIED FOR OCCUPANCY COUNTY-HMO* APCO COUNTY-HMO APCD COUNTY-HMO APCD . . . A stamp 1n thiS boll!llll! exempts businesses from completing or updating a Hazardous Materials Business Plan. Other parmRUng raqulremants may at111 apply . HM-9171 (03/14) County of San Diego-DEH-Hazardous Materials Division City of Carlsbad Valuation Worksheet Building Division Permit No: Valuation: $2,534,432 CFD Comm/Res {C/R): c Iii Yes (PFF=l.BZ%1 Iii No (PFF = 3.5%) Building Fee $6,588.16 Land Use: Plan Check Fee $4,611.71 Density: Strong Motion Fee $532.00 Improve. Area: Green Bldg. Stand. Fee $100.00 Fiscal Year: Green Bldg PC Fee $150.00 Annex. Year: Factor: License Tax/PFF $88,705.12 License Tax/PFF (in CFD) $46,126.66 CREDITS PFF and/or CFD CFD Explanation: tst hour of Plan Check Fire Expedite Plumbing TBD Mechanical TBD Electrical TBD Ccicyof Carlsbad PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET Development Services Bulldllll Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Building@carlsbadca.goy B-18 Project Address: Pennit No~ Information pnMdod below refen to ~ being done on the above rrw*loned penni only. T!Jis form mod l!t -•"'" !!!!I nttrD!tl to !h• l!!ldlu Division l!tfon the armlt can l!t lssu!!l. B-18 Bulldlng Dept. Fax: (760) 602-8558 Number of new or relocated fixtures. traps. or floor drains ·-··-.. ·---... -.. --.. -.. -----·-11 6 New building sewer line? .... -.... ·----"""""----·-.. ···-·--.. ·--· Yes_ No 2_. Number of new roof drains? ... """"""-"""""""-""'-----·-""""""---·---.... -·--~ Install/altar water line?.---.. --.--............ _,,,_, __ .... ---.. -·----·-"-"'""""" ~e r Number of new water heaten? ___ ,_ .. ____ , ......... _,_, __ ,_,_, __ , .. ___ ......... ___ _2__ Number of new. relocated or replaced gas outlets?""-·----------·----·-----·-2i., Number of naN hose bibs? ........... _ ......................... ·-···-·-......... -... --........ _._ ............ -__£_ Allldentlal PollftlltsJ Now/expandacl service: Number of-amps: 1600A 480/277V, 3ph service Minor Remodel on6-t Yes_ No.1$_ Commerclalllndu T II1GI1t lmprouement: Number of alstlng amps lnvolwld In this ptO/«:t: 0 Number of-amps /nvOiflfldln fhitHO!fd; 1 ,257 A 480/277V, 3ph Now Construdlom Amps per Pane~ Single P11ase ···--... ·-·· .............. _ ... _ .... _ ............ Number of n.Ar amperes, _____ _ Three Phase..."""""""" __ , ___ .. __ , __ .. __ , .. Number of-amperes _____ _ Three Phase 480 -·-·----.... ---·--·-.. ·--·-Number of n-ampen!S 1 ,257 A 480/277V, 3ph Number of new furnaces, A/C. or heat pumps?---·-"""""""""""""""""""""""""""""---.l9._Hea t Pumps New or relocated duct wom7 _ ......... """""""""""""""--·-·"""-""_"_"Yes X (new) No-- Number of rteW fireplaces?--·· ... -···--·-... -.......... _ ... _ ......... _ ............ -.. _ ....... --. .Q__ Number of new exhaust fans?--·-·-.. ----.. --·-.. ·--·----·-.. ·-·-.. ~ Relocate/Install vent?--........ _ ........... _, .. ___ , ___ ,_,_, __ ........ _._,_, ... _ ............ ----· ~11 3 Vent 1 Number of new exhaust hoods? ...... -.......... -......... ___ , ........... _ ........ _, ....... _ .. _,_ .. _ _§___ Number of new bollen or compressors? ... -.................. __ , __ ............ --.. Number of HP Total of 4 0 HP Page 1 of 1 for WSHP compressors Rev. 03109 ,;~ Ill CB161733 2501 ELCAMINO REAL 140 DAVE & BUSTERS: 39,787 SF SHEL TO REST AU RANT 5'-Lf. fb- s-5 -(fo lo-\3-llD 1·0.((,~ -r( }()fb -m f?(A-~1 UJE. / rr/2£ t G:~·t-( z) w;s+~ p 101L. ttJ ~~ z ~ -1o ~LJ via-.. QppJc.a..n..:t-(\J'NY\.1.( "1L ~ PI OJ\ :n:: to ?\0J1 e; :k::q -:u.) 1-Lf'R.J .::n: +o RrQ. vi a-... C>..{)p\.J c o.JJt -\\1 -+z,?lA7\J ) 1"0 ~6,1._ .-F!'rcc v1A ~ Jl !I :II!: (fed ;r Sf oJt 4rr '~· C(tN t-~ Sl4-Tt.~; Sf .~ kt. UJ' :i; ~~~~ .u) ~Jj 1 ~ ap I G1 J]l "au#1.17 /"? 7b W/L 8-3-lu 9'('t(f~ ~/r1(rb - ~ ~.2 -~mPICJ...fl Full p\Clf\J.) @ b<t-.cJZ a.~ -p: ~M G -gC<:[L-"{ r1J1 ~ -&.~ :r= Final Inspection required by. CJ Plan CJ CM&I CJ Fire CJ sw CJJSSUED 1 CJc Approve<~. ' / Date By BUILDING wiMllH.! I 7 //:..r?-Ji (, DLI PLANNING I '1'1--¥-/1'. G-d ~I ENGINEERING F.-""t-UJ \,} J FIRE Expedite? Y N -; 1'22111 JJI 1<:) DIGITAL ALES ReQuired? Y N HazMat APCD /, Health / /21JIIh Forms;Fees Sent Rec'd Due? By Encina y N Fire y N HazHealthAPCD . f5"· </.I£. y N PE&M S.'f.fl. ' N School ' N Sewer y N Stormwater y N Special Jn~on y N CFO: Y (!J} landUse: Density: lmpArea: FY' Annex: Factor: PFF,<(Y} N c-nTents Date Date Date Date Building :5-lt.-l(o ~/21 I lin '7/12../('-<! Planning 0/'5/1(() (Qflo/l!o I (g/lv ""! h.lfl Engineering ''IU Fire 'S-l1H1D '-'IV /li., N~ ·'- .SJ.. U1~Jkd:/"",. (5Pt.:;...j "il£or / boor -1 C:IDor Cl Dor