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Home My WebLink About2788 GATEWAY RD; ; CB151139; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 06-15-2015 Commercial/industrial Permit Permit No: CB151139 Building Inspection Request Line (760) 602-2725 Job Address: 2788 GATEWAY RD CBAD Sub Type: INDUST Status: ISSUED Permit Type: TI Lot #: 0 Applied: 04/15/2015 Parcel No: 2133000800 Entered B RMA Valuation: $293,190.00 Construction Type: 5B Plan roved: 06/15/2015 Occupancy Group: Reference # PP Issued: 06/15/2015 Inspect Area Plan Check #: Project Title: PLANNING CENTER ONLINE(BLDG H) 6768 SF SHELL TO OFFICE - Applicant: Owner: BRUNO CONSTRUCTION INC AGILE WORKSPACES L L C STE 104-500 C/O JEFFREY BERG 7668 EL CAMINO REAL 2145 COAST AVE CARLSBAD CA 92009 SAN MARCOS CA 92078 760-801-3045 Building Permit $1,310.88 $0.00 Meter Size Add'I Recl. Water Con. Fee $0.00 Add'I Building Permit Fee $917.62 Meter Fee $0.00 Plan Check Add'I Building Permit Fee $0.00 SDCWA Fee $0.00 $0.00 Plan Check Discount $0.00 $82.09 CFD Payoff Fee PFF (3105540) $5,336.06 Strong Motion Fee $0.00 PFF (4305540) $0.00 Park Fee $0.00 License Tax (3104193) $0.00 LFM Fee $0.00 License Tax (4304193) $0.00 Bridge Fee $0.00 Traffic Impact Fee (3105541) $ 10,561.20 BTD #2 Fee $0.00 Traffic Impact Fee (4305541) $0.00 BTD #3 Fee $0.00 PLUMBING TOTAL $70.00 Renewal Fee $0.00 ELECTRICAL TOTAL $45.00 Add'I Renewal Fee $0.00 MECHANICAL TOTAL $58 99 Other Building Fee $0.00 Master Drainage Fee $0.00 Pot. Water Con. Fee Sewer Fee $4,340.41 Meter Size Add'I Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 $0.00 Recl. Water Con. Fee $0.00 Additional Fees ?? Green Bldg Stands (SB1473) Fee $12.00 $0.00 HMP Fee Green Bldg Standards Plan Chk ?? Fire Expedidted Plan Review TOTAL PERMIT FEES $22,734.25 Total Fees: $22,734.25 Total Payments To Date: $22,734.25 Balance Due: $0.00 FINAL APPROVAL Date: 1 'I l -/" Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions " You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030, Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing service connection hnlimitations reeifffees Psatute of has orrvioussl otherwise exoied. r—Yu A71A A TrA Drn THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: PLANNING Building Permit Application Plan Check No. Est. Value City of 1635 Faraday Ave., Carlsbad, CA 92008 plan Ck. Depo it Ph: 760-602-2719 Fax: 760-602-8558 email: building@carlsbadca.gov Carlsbad www.carisbadca.gov Date SwPPP JOB ADDRESS SUITE#/SPACE#/u # Ai - 2788 Gateway Road, Carlsbad, CA Alv l h H 213 _ 263 08 00 CT/PROJECT # LOT # PHASE # # OF UNITS # BEDROOMS #BATHROOMS TENAN BUSINESS NAME CONSTR.TYPE OCC. GROUP Planning Center Online V-B B lude Square Feet of Affected Areas) DESCR�fitout Intexiting 6,768 sf shell building, including new bathrooms & kitchenette, new interior partitions, finishes, furnishings & exterior doors. EXISTING USE PROP D E GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING LFIRESPRINKLE&SYES❑#. NO❑✓ YES ❑✓ NO N NAME' PROPERTY OWNER NAME Jeff Berg/Planning Center Online,Inc APPLICANT Bruno Construction,inc ADDRESS 2790 Gatewav Road ADDRESS 7668 El Camino Real #104.500 CITY Carlsbad CA 92009 Carlsbad l� STATE ZIP CITY STATE CA ZIP 92009 PHONE FAX PHONE FAX 760.943.1975 760.683.6612 EMAIL ti i W • wrn EMAIL DESIGN PROFESSIONAL The Art OfficelPKS3 CONTRACTOR BUS. NAME Bruno Construction, Inc ADDRESS ADDRESS 7668 El Camino Real #104.500 34.330 Gate wav drive #100 CITY STATE ZIP CA 92211 CITY STATE ZIP Carlsbad CA 92009 Palm Dessert FAX PHONE FAX PHONE 760.943.1975 760.683.6612 760.342.4�111 EMAIL EMAIL m• ✓✓ �• `� - CITY BUS. LIC.# STATE LIC. # CLASS STATE LIC.# 982144 1237527 .. k- ie o nln rAnnlre5 the (Sec. 7031.5 Business and Professions Code: Any City or County whichrequiresa permit to.construci, aner, impruva, yc�II--� "b commending with Section 7000 of Division 3 of the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law {C appter g Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑� have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy I Alcott Insurance Agency,lnc PolicyNo. 905047215 Expiration Date 0312812016 number are: Insurance Co. Thi section need not be completed if the permit is for one hundred dollars ($100) or less. Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation cov rage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (8100,000), in addition to the cost of compensation, damages as provided f in S on 370 of the Labor code, interest and attorneys fees. CONTRACTOR SIGNATURF,��,,-;4M444;2, ❑AGENT DATE Q I I hereby affirm that I am exempt from Contractor's License Law for the following reason: ❑I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code. The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale). ❑I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). ❑ I am exempt under Section Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. ❑Yes ❑No 2. 1(have / have not) signed an application for a building permit for the proposed work. 3. 1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): 4. 1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address I phone / contractors' license number): 5. 1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): A5PROPERTY OWNER SIGNATURE []AGENT DATE Is the applicant or future building occupant required to submit a business planpmAbly hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley -Tanner Hazardous Substance Account Act? Yes VIVO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quah anagement district? Yes Wen Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Yes o IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address I certifythat I have read the application and state thatthe above information is conectand thatthe infnnnation on the plans is accurate. I agree to complywb all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in heght EXPIRATION: Every permit issued by the Budding Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit's not commenced within 180 days from the date of such permit or if the building or work author¢ed-ksuch permit is suspended or abandoned at any time after the wok is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). - f APPLICANT'S SIGNATU DATE `X 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) 602.8560, Email building( Car1sbadCa.Qo or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) �~ CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANT'S BUS. LIC. No. DELIVERY OPTIONS PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg.1) ASSOCIATED CB# MAIL TO: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) NO CHANGE IN USE / NO CONSTRUCTION MAIL / FAX TO OTHER: CHANGE OF USE / NO CONSTRUCTION A5APPLICANT'S SIGNATURE DATE Inspection List Permit#: CB151139 Type: TI INDUST PLANNING CENTER ONLINE(BLDG H) 6768 SF SHELL TO OFFICE - Date Inspection Item 11/13/2015 89 Final Combo 11/13/2015 89 Final Combo 11/04/2015 89 Final Combo 11/04/2015 89 Final Combo 10/14/2015 85 T-Bar 09/04/2015 39 Final Electrical 08/20/2015 17 Interior Lath/Drywall 08/11/2015 84 Rough Combo 06/16/2015 21 Underground/Under Floor Inspector Act Comments - RI COF PB AP - RI COF PB NR PB AP PB AP PB AP PB AP PB AP Monday, November 16, 2015 Page 1 of 1 �?�, + CIT• OF CARLSBAD INSPECTION RECORD Building Division L INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB m CALL BEFORE 3 30 Lm FOR NEXT WORK DAY INSPECTION H FOR BUILDING INSPECTION CALL: 7%0-G02-2725 OR GO TO: p ina AND CLICK ON DATE: CB151139 2788 GATEWAY RD PLANNING CENTER ONLINE(BLDG H) 6768 SF SHELL TO OFFICE - TI INDUST Lot#: BRUNO CONSTRUCTION INC r - R — — - Date Inspector Prior to Requesting Building Final if Checked YES Notes NO YES Required Planning/Landscape 760-944-8463 Allow 48 hours CM&I (Engineering inspections) 760-438-3891 Call before 2 pm 1 hoursi Fire Prevention 760-602.4660 Allow 48 1 Type of Inspection Type of Inspection _ Date Inspector Date Inspector #31 ❑ ELECTRIC UNDERGROUND IJ LIFER #11 FOUNDATION #34 ROUGH ELECTRIC #12 REINFORCED STEEL #33 ❑ ELECTRIC SERVICE ❑ TEMPORARY #66 MASONRY PRE GROUT #35 PHOTO VOLTAIC ❑ GROUT ❑ WALL DRAINS #39 FINAL #10 TILT PANELS #11 POUR STRIPS #41 UNDERGROUND DUCTS & PIPING #11 COLUMN FOOTINGS #44 ❑ DUCT & PLENUM ❑ REF. PIPING #14 SUBFRAME ❑ FLOOR ❑ CEILING #43 HEAT -AIR COND. SYSTEMS #15 ROOF SHEATHING #49 FINAL #13 EXT. SHEAR PANELS s _ #16 INSULATION #81 UNDERGROUND (11,12,21,31) #18 EXTERIOR LATH #82 DRYWALL,EXT LATH, GASTES (17,18,23) #17 INTERIOR LATH &DRYWALL #83 ROOF SHEATING, EXT SHEAR (13,15) #61 POOL EXCA/STEEL/BOND/FENCE #84 FRAME ROUGH COMBO (14,24,34,44) #56 PREPLASTER/FINAL #85 T-Bar (14,24,34,44) #19 FINAL Ins for #89 FINAL OCCUPANCY(19,29,39,49) Date Date Ins ector #22 ❑ SEWER & BL/CO ❑ PL/CC #21 UNDERGROUND 13WASTE ❑ WTR A/S UNDERGROUND VISUAL #24 TOP OUT ❑ WASTE 0 WTR A/S UNDERGROUND HYDRO #27 TUB & SHOWER PAN A/S UNDERGROUND FLUSH #23 ❑ 0ASTEST [3GAS PIPING A/S OVERHEAD VISUAL r #25 WATER HEATER A/S OVERHEAD HYDROSTATIC #28 SOLAR WATER A/S FINAL ` #29 FINAL - F/AROUGH-IN FJA FINAL #600 PRE -CONSTRUCTION MEETING QED EXTINGUISHING SYSTEM ROUGH -IN #603 FOLLOW UP INSPECTION FIXED EXTING SYSTEM HYDROSTATIC TEST #605 NOTICE TO CLEAN FIXED EXTINGUISHING SYSTEM FINAL #807 WRITTEN WARNING MEDICAL CAS PRESSURE #609 NOTICE OF VIOLATION MEDICAL GAS FINAL_ f #610 VERBALWARNING SEE BACK FOR SPECIAL NOTES EsGil Corporation In (partnership with Government for Building Safety ❑ APPLICANT DATE: 6/ 10/ 15 ❑ JURIS. ❑ PLAN REVIEWER JURISDICTION: City of Carlsbad ❑ FILE PLAN CHECK NO.: 15-1139 SET: III PROJECT ADDRESS: 2788 Gateway Rd Building H PROJECT NAME: Planning Center Online — TI ® The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. [] The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. [l The plans transmitted herewith have significant deficiencies e identified nt fied on the enclosed check list and should be corrected and resubmitted for a complete F] The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. [] The applicant's copy of the check list has been sent to: EsGil Corporation staff did not advise the applicant that the plan check has been completed. [] EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Mail Telephone Fax In Person F] REMARKS: By: Chuck Mendenhall Enclosures: EsGil Corporation ❑ GA ❑ EJ ❑ MB ❑ PC 6/4/15 EsGil Corporation In Partnership with Government for Building Safety ❑ AMPLICANT DATE: 6/ 1/ 15 JURIS. ❑ PLAN REVIEWER JURISDICTION: City of Carlsbad ❑ FILE PLAN CHECK NO.: 15-1139 SET: II PROJECT ADDRESS: 2788 Gateway Rd Building H PROJECT NAME: Planning Center online - TI The transmitted herewith have been corrected where necessary and substantially comply ❑ p lans transm with the jurisdiction's codes. ❑ The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The tans transmitted herewith have significant deficiencies identified on the enclosed check list ❑ p and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil ® Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. [] The applicant's copy of the check list has been sent to: EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. ® Telephone #: 760-943-1975 Person contacted: Nate Bruno Email: nate@pacificincorp.com Date contacted: (� ' � (bY� � �;� �(kFax in Person CC • Q Mail � Telephones, , v ❑ REMARKS: �v By: Chuck Mendenhall Enclosures: EsGil Corporation 5/26/15 ❑GA ❑EJ ❑MB ❑PC 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 City of Carlsbad 15-1139 6/1/15 Please make all corrections on the original tracings, as requested sets of in fo�res'identialrrection t. Submit projects) three sets of plans for commercial/industrial projects (twop For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reepgorts 2008rectly to (760) the City of Carlsbad will Building Department, 1635 Faraday Ave., Carlsbad, C route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculati2123e 858) 560s to S 4168 Deliver all remaining Chesapeake Drive, Suite 208, San Diego, CA 92123, 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 review byy will not be sdComplete. by the City Planning, Engineering and Fire Departments until Y EsGil Corporation NOTE: The updated plans did not include structural sheet H-S1A. eck li tthis sheet terns listedcontained many of the structural details requested in the previous below are from the previous correction list. These are from thetems have not been previous check list and adequately addressed. The numbers of the items ly be in sequence. The notes in bold font are current. may not necessari 1 6. Please provide a hard -lid framing plan. Show: Res onses references sheet S1.1. sheet H- S1 1 was not included with the revised plans • Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICC approved". • Method of attaching top to the structure and lateral bracing. • Show height of the soffit from floor, soffit to roof framing or floor framing. 12. Please provide notes on the plans to show the suspen13.5.6.2.1 3 5 6 Zings nosfolwsI Responses Design Categories D, E & F comply with ASCE 7-05 Sect ion references sheet S1.1. sheet H-S1.1 wasnot ded with the revised plans. • All ceilings shall use a Heavy Duty T-bar grid • The width of the perimeter supporting closure angle sh• all be not less than 2 inches. In each orthogonal horizontal direction, one end of the ceiling grid shall be attached to the closure angle. The other end in each horizontal direction shall have fist°ed clearancelassemblyfrom the wall and shall • rest upon and be free to slide on a closure angle or a (typically icall restraint would • Ceiling areas over 1,000 ft.2 mustlaave Izontal enandres slop45 to the horizontal, consist of four 12 gauge wires splayed 90°to other spaced 12" o.c.). must have 2" oversize trim rings for sprinklers and other ceiling Ceilings without rigid bracing penetrations. ALL OTHER STRUCTURAL AND ARCHITECTURAL CODE ITEMS ARE OK END OF RECHECK City of Carlsbad 15-1139 6/1/15 To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 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 Chuck Mendenhall at Esgil Corporation. Thank you. EsGil Corporation In Partnership with Government for Building Safety DATE: 4/22/ 15 ❑ APPLICANT JURIS. JURISDICTION: City of Carlsbad ❑ PLAN REVIEWER ❑ FILE PLAN CHECK NO.: 15-1139 SET: I PROJECT ADDRESS: 2788 Gateway Rd Building H PROJECT NAME: Planning Center Online - TI ❑ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. ❑ The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. ❑ The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ® The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: ❑ EsGil Corporation staff did not advise the applicant that the plan check has been completed. ® EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Nate Bruno Date contacted:AI'?.3 (by - Mail Telephone Fax In Person ❑ REMARKS: By: Doug Moody EsGil Corporation ❑GA ❑EJ ❑MB El PC Telephone #: 760-943-1975 Email: nate@pacificincorp.com Enclosures: 4/16/15 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 City of Carlsbad 15-1139 4/22/15 PLAN REVIEW CORRECTION LIST TENANTIMPROVEMENTS PLAN CHECK NO.: 15-1139 OCCUPANCY: Unknown TYPE OF CONSTRUCTION: VB ALLOWABLE FLOOR AREA: SPRINKLERS?: No REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 4/15/15 DATE INITIAL PLAN REVIEW COMPLETED: 4/22/ 15 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad USE: Unknown ACTUAL AREA: 6768sf STORIES: 1 HEIGHT: OCCUPANT LOAD: Unknown DATE PLANS RECEIVED BY ESGIL CORPORATION: 4/16/15 PLAN REVIEWER: Doug Moody This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2013 CBC, which adopts the 2012 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2012 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. City of Carlsbad 15-1139 4/22/15 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. A complete description of the activities and processes that will occur in this tenant space should be provided. The permit application indicates the proposed use to be office yet no office is shown only assembly areas. Section 107.2. 2. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: ♦ Occupancy Classification(s) ♦ Description of Use ♦ Occupant Load using the functions shown in Table 1004.1 3. Provide fire sprinklers in Group A occupancies, as follows. Please note that the "Fire Area" is defined as the aggregate floor area bounded by fire walls, fire barriers, exterior walls or fire -resistance -rated horizontal assemblies of a building (i.e., the floor areas/occupant load limits listed below are for the whole floor or building, unless smaller Fire Areas are created by fire -rated construction). Section 903.2.1. a) Groups A-1 A-3 and A-4, where any one of the following conditions exist: i) The fire area exceeds 12,000 square feet. The fire area has an occupant load of 300 or more. The fire area is located on a floor other than the level of exit discharge. iv) The fire area contains a multi -theater complex. b) Group A-2, where any one of the following conditions exist: i) The fire area exceeds 5,000 square feet. City of Carlsbad 15-1139 4/22/15 ii) The fire area has an occupant load of 100 or more. The fire area is located on a floor other than the level of exit discharge. iv) For California: The structure exceeds 5000 square feet, contains more than one fire area containing a Group A occupancy and is separated into two or more buildings by fire walls of less than four hour fire resistance rating without openings 4. Please provide plans and calculations signed by the California State licensed engineer or architect for the structural alterations listed below. Include all calculations and finding on the plans. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. Structural support of the new HVAC equipment. Structural design of the new raised floor, stairs and ramps. 5. Please provide a wall legend, indicate on the plans the wall type and reference the appropriate construction details. 6. Please provide a hard -lid framing plan. Show: a) Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICC approved". b) Method of attaching top to the structure and lateral bracing. c) Show height of the soffit from floor, soffit to roof framing or floor framing. 7. 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 shall not be provided with latches or locks unless they are equipped with panic hardware. Sections 1008.1.10 and 1008.2. 8. 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. 9. Handrails (Sections 1012 and 1009.15): a) Handrails are required on each side of stairways. b) Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. Additionally, the open sides of stairs shall be provided with 42" high guards, per Section 1013.3. c) The handgrip portion of all handrails shall be not less than 1-%" nor more than 2 inches in cross -sectional dimension. If the handrail is not circular, it shall have a perimeter dimension of at least 4" and not greater than 6-%" with a maximum cross-section dimension of 2-'/4 inches. Section 1012.3.1. City of Carlsbad 15-1139 4/22/15 d) Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. Section 1012.7. e) Handrails shall be continuous, without interruption by newel posts or other obstructions. f) Handrails shall extend 12" beyond the top riser and continue to slope for the depth of one tread beyond the bottom riser. Section 1012.6. g) Ends of handrails shall be returned to a wall, guard or the walking surface. 10. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.3 d) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. e) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position. And where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 11. A Fire Alarm System shall be installed under the following conditions, per Section 907 (see exceptions): a) Group A occupancies having an occupant load of 300 or more. 12. Please provide notes on the plans to show the suspended ceilings in Seismic Design Categories D, E & F comply with ASCE 7-05 Section 13.5.6.2.1 as follows: a) All ceilings shall use a Heavy Duty T-bar grid system. b) The width of the perimeter supporting closure angle shall be not less than 2 inches. c) In each orthogonal horizontal direction, one end of the ceiling grid shall be attached to the closure angle. d) The other end in each horizontal direction shall have a W clearance from the wall and shall rest upon and be free to slide on a closure angle or a listed assembly. e) Ceiling areas over 1,000 ft.2 must have horizontal restraint wires (typically restraint would consist of four 12 gauge wires splayed 900 to each other and sloped 450 to the horizontal, spaced 12" o.c.). f) Ceilings without rigid bracing must have 2" oversize trim rings for sprinklers and other ceiling penetrations. NON-RESIDENTIAL GREEN BUILDING STANDARDS (Additions and Alterations) The California Building Standards Commission (BSC) has adopted the Green Building Standards Code which became effective January 1, 2011, and must be enforced by the local building official. The Green Building Standards apply to nonresidential additions or tenant improvements throughout California. These standards apply to City of Carlsbad 15-1139 4/22/15 nonresidential additions of 1,000 sq. ft. or larger or alterations (tenant improvements) with a value of $200,000 or more. CGC Section 301.3. Provide a sheet on the plans labeled "Green Building Code Requirements" and include the following notes as applicable. 13. Waste management. Note on the plans that the contractor must submit to the Engineering Department or other Agency that regulates construction waste management a Waste Management Plan that outlines the items listed in CGC Section 5.408.1.1. 14. Recycling. Note on the plans that a minimum of 50% of construction waste is to be recycled. CGC 5.408.1. Documentation shall be provided to the enforcing agency which demonstrates compliance. CGC Section 5.408.1.4. 15. Recycling. Note on the plans that an identified, readily accessible area shall be provided that serves the entire building for collecting recycling, such as paper, cardboard, glass, plastics, metals, etc. CGC Section 5.410.1. 16. Documentation. Note on the plans that a building "Systems Manual" as listed in CGC Section 5.410.2.5 shall be delivered to the building owner or representative and the facilities operator. Further, note on the plans that the "Systems Manual" shall contain the required features listed in CGC Section 5.410.2.5.1. 17. Pollutant control. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 5.504.3. 18. Pollutant control. Note on the plans that VOC's must comply with the limitations listed in Section 5.504.4 and Tables 4.504.1, 5.504.4.1 5.504.4.2, 5.504.4.3 and 5.504.4.5 for: Adhesives, Sealants, Paints and Coatings, Carpet and Composition Wood Products. CGC 5.504.4. 19. Pollutant control. Note on the plans that mechanically ventilated buildings shall provide regularly occupied areas with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 8. MERV 8 filters shall be installed prior to occupancy. CGC Section 5.504.5.3. 20. Water reduction. Show on the plans the following maximum fixture flow rates from Table 5.303.2.3 and Section 5.303.3, as shown below. Revise general notes, plumbing plans, etc. to match. CGC 5.303. For additions or alterations, this only applies to new fixtures. MAXIMUM FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE Showerheads 2 gpm @ 80 psi Lavatory faucets- 0.5 gpm @60 psi City of Carlsbad 15-1139 4/22/15 nonresidential Kitchen faucets 1.8 gpm @ 60 psi Metering faucets 0.2 gallons/cycle Water closets 1.28 gallons/flush Urinals 0.5 gallons/flush 21. 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. 22. Please correct the PRF-01-E forms they are not consistent with the plans. • The roof assembly is not consistent with the building construction. • The mechanical equipment is incorrect. There are three different types. • The water heaters are shown as gas and they are electric. 23. A complete energy plan check will be performed after completed and/or corrected energy design has been provided. 24. The signed PRF-01-E forms shall be imprinted on the plans. 25. Please review the requirements, revise the plans appropriately and imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans. 26. Please provide a roof plan showing the new roof mounted equipment and a service receptacle located less than 25' from the new equipment and GFCI protected. 27. Please clarify the plans to identify the lighting controls on the plans. 28. Please revise the plumbing plans to show the required clean -outs per section 707 and 719 of the UPC. 29. Show the required floor drains in the following locations, as per UPC. Section 411.2: f) Commercial kitchens. UPC. Section 411.2.2 and in accordance with section 704.3 30. Show the required floor drains in the following locations, as per UPC. Section 411.2: g) Toilet rooms containing two or more water closet or a combination of 1 water closet and 1 urinal. City of Carlsbad 15-1139 4/22/15 31. Detail how floor drain trap seal is to be maintained. UPC Section 1007.0 (floor drain trap priming). 32. Provide separate restroom facilities for each sex as per UPC, Section 422. 33. Please provide evidence from the serving waste authority that a grease trap is not required. 34. Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II • Provide the UL listing card showing the exhaust sizing requirements used for the hoods. • Provide exhaust sizing calculations for kitchen hoods. UMC 508.4 • Show the required replacement air for each kitchen hood. Include an air balance schedule. The exhaust and make-up air systems shall be connected by an electrical interlocking switch. UMC 511.3 • Clearly show the material used to construct the hood and exhaust duct. UMC Section 508.1.1 • 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. UMC 507.2 • Provide construction details for the fire rated grease duct enclosure. Note: Clearance distances from the grease duct to the enclosure inside face is not less than 6" (non-combustible) and 18" (combustible). UMC Sections 510.7 & 510.7.2.3. The State Fire Marshall does not adopt this design. • A single story non -rated building does not require an enclosure (shaft) protection for the grease duct installation above the ceiling. It does, however, mandate minimum clearance distances from the duct to combustible, limited, or non-combustible materials. Detail compliance with UMC 507.2 on the plans. Note: The State Fire Marshall does not recognize this design. • Detail the kitchen hood duct termination clearances as per UMC 510.8. Advisory Note : When alterations, structural repairs or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the following requirements, per Section 11 B-202.4: • The area of specific alteration, repair or addition must comply as "new" construction. • A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. City of Carlsbad 15-1139 4/22/15 • The path of travel shall include the existing parking. • Existing toilet and bathing facilities that serve the remodeled area must be shown to comply with all accessibility features. • Please address the following comments that are the result of the alterations. 35. Show on the site plan the complying disabled accessible path of travel from the disabled accessible parking spaces to the primary entrance of the tenant space. Please provide detailed plans of the path of travel, indicate slope and width, any pedestrian ramps, curb ramps, walks, handrails, provide dimensioned parking stall details etc. 36. Floors of a given story shall be a common level throughout, or shall be connected by pedestrian ramps, elevators or lifts. Sections 11 B-206.2.4 and 11 B-402.2. 37. Show or note that any abrupt level changes will be <_'/2' along any accessible route of travel. When changes do occur, they shall be beveled with a slope of :51:2. Level changes of <_'/4' may be vertical. Section 11 B-303. NOTE: If level changes >%", they must comply with the requirements of ramps. 38. Where toilet rooms are provided, each toilet room shall comply with Section 11 B- 213. Where bathing facilities are provided, each bathing room shall comply with Section 11 B-603. Section 11 B-213.2. 39. Note that the doorways leading to sanitary facilities shall be identified, per Section 11 B-703.7.2.6, as follows: a) An equilateral triangle %" thick with edges 12" long and a vortex pointing upward at men's rest rooms. b) A circle'/4' thick, 12" in diameter at women's rest rooms. c) A 12" diameter circle with a triangle superimposed on the circle and within the 12" diameter at unisex rest rooms. d) The required symbols shall be centered on the door at a height of 58" - 60" e) Braille signage shall also be located on the wall adjacent to the latch outside of the doorways leading to the sanitary facilities. 40. Show that the water closet is located in a space which provides: a) A clear space at the water closet in compliance with Section 11 B-604.3.2 (this prohibits any fixtures from encroaching into the clear space at the rear wall). b) A clear space in front of the water closet measuring 60" wide by 48" in front. Section 11 B-604.3.1. See the following figures. City of Carlsbad 15-1139 4/22/15 i) Please notice that the 28" clearance required in the previous code (between the water closet and the lavatory) has been changed to a 60" clearance as shown in the figure. E CENTERLINE CENTERLINE OF OF FIXTURE FIXTURE 1�7"-18"I 18�. MIN. N - IT9 EDGE FLUSH E)F-WATER ACTIVATOR ��EE7S£T ON WIDE Ln SIDE f 4 Z 1 f 18" 3\ 2" MIN MIN. \CLEAR 41. Show, or note, on the plans that accessible urinals meet the following requirements, per Section 11 B-605: a) The rim of at least one urinal shall: i) Project at least 13Y2 " from the wall. ii) Be <_17" above the floor. b) The control mechanism is to be located :544" above the floor. c) >_30" x 48" clear floor space is provided in front of the accessible urinal. i) 36"x48" clear floor space when the urinal is located in an alcove that exceeds 24" in depth, per section 11 B-305.7.1. 42. Show that accessible lavatories comply with the following, per Section 11 B-606: a) >_30" x 48" clear space is provided in front for forward approach. The clear space may include knee and toe space beneath the fixture. b) When lavatories are adjacent to a side wall or partition, there shall be a minimum of 18" to the center line of the fixture to the wall. c) The counter top is <_34" maximum above the floor. d) >_29" high, reducing to 27" at a point located 8" back from the front edge. City of Carlsbad 15-1139 4/22/15 e) >_9" high x 30" wide and 17" deep at the bottom. f) Hot water pipes and drain lines are insulated. 43. Show that handrails are provided on each side of the stairs, per Section 11 B- 505.2. 44. Provide sections, details or notes to show that handrails are to be located >_34" but 538" above nosing of treads, per Section 11 B-505.4. 45. Show that handrails extend >_12" beyond top nosing, and >_12"-plus-tread -width beyond the bottom nosing. At the top, the extension shall be parallel with the floor. At the bottom, the handrail shall continue to slope for a distance of one tread width; the remainder of the extension shall be horizontal. The extensions of handrails shall be in the same direction of the stair flights. Section 11 B- 505.10. 46. Show or note that interior stair treads are marked at the upper approach and the lower tread of each stair, by a strip of clearly contrasting color, per Section 11 B- 504.4.1, as follows: a) At least 2" wide (but not more than 4" wide). b) Placed parallel to and not more than 1" from the nose of the step or landing. c) The strip shall be as slip resistant as the other treads of the stair. 47. Show that dining, banquet and bar facilities are accessible, as follows: a) An accessible route shall be provided to all functional areas, including raised/sunken areas. Section 11 B-206.2.5. See possible exception. b) Where a counter has a height >34" high, a portion of the main counter (a minimum of 60" long) shall be provided with a height of 34" maximum. Section 11 B-226.3. c) Accessible seating is integrated with the general seating to allow a reasonable selection of seating area and to avoid having one area specifically highlighted. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes 0 No ❑ City of Carlsbad 15-1139 4/22/15 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Doug Moody at Esgil Corporation. Thank you. City of Carlsbad 15-1139 4/22/15 ADO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 15-1139 PREPARED BY: Doug Moody DATE: 4/22/ 15 BUILDING ADDRESS: 2788 Gateway Rd Building H BUILDING OCCUPANCY: Unknown BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) TI 6768 43.32 293,190 Air Conditioning Fire Sprinklers TOTAL VALUE 293,190 Jurisdiction Code Icb IBy Ordinance Bldg. Permt Fee by Ordinance w' Plan Check Fee by Ordinance 'W Type of Review: ❑ Complete Review ❑ Structural Only ❑Repetitive Fee ❑ Other Repeats ❑ Hourly Hr. @ Es Gil Fee $1,314.76 1 $854.59 $736.27 Comments: In addition to the above fee, an additional fee of $86.00 is due (1 hour @ $86.00/hr.) for the CalGreen review. Sheet 1 of 1 macvalue.doc + CITY OF PLAN CHECK REVIEW TRANSMITTAL DATE:05/26/2015 PROJECT NAME: PLANNING CENTER ONLINETI PLAN CHECK NO: 2 SET#: 1 ADDRESS: 2788 GATEWAY ROAD BLDG H VALUATION: $ 293,190 Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov PROJECT ID: CB151139 APN: 213-263-08-00 This plan check review is complete and has been APPROVED by the ENGINEERING Division. A Final Inspection by the ENGINEERING Division is required Yes / No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: PKS3@PKS3.COM & PETER@PKS3.COM You may also have corrections from one or more of the divisions listed below. Approval fronn these divisions rrray 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 ne mnr1-4- PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 Chris Sexton VI 760-602-4624 Chris.sexton@carisbadca. ov Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carisbadca. Greg Ryan 760-602-4663 Gregory.Ryan@carisbadca.gov Gina Ruiz 760-602-4675 Gina.Ruiz@carisbadca ov Linda Ontiveros 760-602-2773 Linda.Ontiveros@carisbadca eov Cindy Wong 760-602-4662 Cynthia.Wong@carisbadca Gov ValRay Marshall 760-602-2773 Val Ray. Marsha ll@carlsbadca.gov Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadea.gov Remarks: k ii BUILDING PLANCHECK Development services CITY OF CHECKLIST Land Development Engineering 1635 Faraday Avenue CARLSBAD QUICK-CHECK/APPROVAL 760-602-2750 www.carlsbadca.gov ENGINEERING Plan Check for CB151139 Date.- 05/26/2015 MMERIONEUM, I Project Description: Ti SHELL TO OFFICE Valuation: $ 293,190 WATER METER VERIFIED OVER PHONE, WM PERMIT WM1 5-37 ENGINEERING Contact : VALRAY NELSON Email: VALRAY.MARSHALL@CARLSBADCA.GOV RESIDENTIAL INTERIOR RESIDENTIAL ADDITION MINOR (<$20,000.00) CARLSBAD PREMIER OUTLETS OTHER: GYM V TENANTIMPROVEMENT PLAZA CAMINO REAL COMPLETE OFFICE BUILDING r- -- - -- . .. . .. . .. . .. OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT BY: VALRAY NELSON DATE:05/26/2015 REMARKS: 1D-SHELL— 'C80542t2 WATER METER VERIFIED ON WM 15-37 Notification of Engineering APPROVAL has been sent to PKS3@PKS3.COM & PETER@PKS3 COM via VAL RAY. MARSHALL@CARLSBADCA. GOV on 05/26/2015 E-36. Page 1 of 1 REV 4/30/11 Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: VALRAY NELSON Date: 05/2612015 Address: 2788 GATEWAY ROAD BLDG H Fees Update by: Date: 05/26/2015 Fees Update by: GEO DATA: L—FMZ:/ B&T: Bldg. Permit#: CB151139 EDU CALCULATIONS: List types and squa�—e�f—oot—age�—sfor all uses. Types of Use: OFFICE Sq.Ft./Units 3.76 EDU's: 2.41 I Types of Use: WAREHOUSE CR Sq.Ft./Units .1.35 EDU's: Types of Use: Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units EDU's: I ADT CALCULATIONS: List types and square footages for all uses, Types of Use: OFFICE Sq.Ft./Units 20/1000 I ADT's: 101.55 Types of Use: WAREHOUSE CR Sq.Ft./Units 5/1000 ADT's: Types of Use: Sq.Ft./Units ADT's: Types of Use: Sq,Ft./Units ADT's: FEES REQUIRED: Within CFD: v' YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) 1. PARK -IN -LIEU FEE: NW QUADRANT v' NE QUADRANT SE QUADARANT ADT'S/UNITS: I X FEE/ADT: I =$ 23RAFFIC IMPACT FEE: ADT'S/UNITS: jolci I X FEE/ADT: 104 I =$ 10,56120 3. BRIDGE & THOROUGHFARE FEE: DIST. #1 DIST.#2 ADT'S/UNITS: FEE/ADT: 1=$ 4. FACILITIES MANAGEMENT FEE ZONE: ADT'S/UNITS: X FEE/SQ.FT./UNIT: =$ 5. SEWER FEE EDU's 2.41 BENEFIT AREA: EDU's 2.41 x 6. DRAINAGE FEES: UNAOLt a PLDA: ACRES: I x 7. POTABLE WATER FEES: Wig15-37 UNITS I CODE I FEE/EDU: 842 1 =$ 2029.22 Date: 05/26/20'H NO SW QUADRANT DIST.#3 FEE/EDU: 959 I =$ 2311.19 HIGH MEDIUM LOW FEE/AC: 1 =$ CB054212 CONN. FEE I METER FEE I SDCWA FEE TOTAL a z FIRE PREVENTION 760-602-4665 Greg Ryan 760-602-4663 Gregory.Ryan@carlsbadc a. L9ov_1 Cindy Wong 760-602-4662 Dominic Fieri 760-602-4664 Qqrninic. Remarks: (—I u-0) `-i I I I UNABLE TO VERIFY EXISTING WATER METER. PLEASE PROVIDE A METER NUMBER OTHERWISE A 1.5 "WATER METER WILL NEED TO BE ASSESSED, CITY 0 F PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 WWW.carisbadca.gov DATE: 04/20/2015 PROJECT NAME: PLANNING CENTER ONLINE TI PROJECT ID: C8151139 PLAN CHECK NO: 1 SET#: 1 ADDRESS: 2788 GATEWAY ROAD BLDG H APN: 213-263-08-00 VALUATION: $ 293,190 This plan check review is complete and has been APPROVED by the ENGINEERING Division. A Final inspection by the ENGINEERING Division is required Yes No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as, reqW'red. Plan Check Comments have been sent to: NONE Yoa may also hive COI-reC-11017S, fi'or'n one or I-nore of t)e divisiot)s fisted below, Aparov,-;j fl'o�n these diviSions rnay be required pi'lior to the isslaajjce,,of �j building penlniL Reesub"mitted [-)ians Should include correctiot7s frorn aj! tjjviSio1?s. For questions or clarifications on the attached checklist Please contact the following reviewer as marked- PLANNING ENGINEERING 760-602-4610 760-602-2750 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca Gov Gina Ruiz 760-602-4675 90R.Ruiz@carlsbadca� Kathleen Lawrence 760-602-2741 Kathleen. L4wTaqe@carlsbadca. ov Linda Ontiveros 760-602-2773 Linda.Ontiveros@qarlsbadgq.gov ,VK ValRay Marshall 760-602-2773 N NA 4oe, fv.4 In p� e_d Vulkc�cn - All Wm � &4u,A, ru-5 BUILDING PLANCHECK CITY OF CHECKLIST CAR'LSBAD"", QUICK-CHECK/APPROVAL ENGINEERING Plan Check for CB151139 Project Address: 2788 GATEWAY ROAD BLDG H Project Description: TI SHELL TO OFFICE ENGINEERING Contact.- VALRAY NELSON Phone: 760-602-2741 RESIDENTIAL INTERIOR RESIDENTIAL ADDITION MINOR (<$20,000.00) CARLSBAD PREMIER OUTLETS OTHER: GYM 22MfL22MEn! Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov Date.- 04/20/2015 zclzm1•� Valuation: $ 293,190 Email: TALRAY. MARSHALL@CARLSBADCA, GOV 760-602-1052 v/ TENANTIMPROVEMENT PLAZA CAMINO REAL COMPLETE OFFICE BUILDING S� r- -- - -- - -- - -- . .. . .. - _ . .. . .. OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT BY: VALRAY NELSON DATE: 04/20/2015 REMARKS: TO SHELL - OFFICE NEED VERIFICATION OF EXISTING WATER METER, REQUESTED WATER METER NUMBER. PLANS INDICATE A 1.5" METER REQUIRED, Notification of Engineering APPROVAL has been sent to NONE GIVEN via VAL RA Y. MARSHALL@CARLSBADCA.GOV on 04/20/2015 E-36 Page 1 of I REV 4/30/11 Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: VALRAY NELSON Date: 04120/2015 GEO DATA: LFIVIZ: / B&T: Address: 2788 GATEWAY ROAD BLDG H Bldg. Permit#: CB151139 Fees Update by: Date: 04/20/2015 Fees Update by: Date: 04120/2016 EDU CALCULATIONS: List types and square footages for all uses. Types of Use: OFFICE Sq.Ft./Units 3.76 EDU's: 2.41 Types of Use: WAREHOUSE CR Sq.Ft./Units .1,35 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: OFFICE Sq.Ft./Units 2011000 ADT's: 101.55 Types of Use: WAREHOUSE CR Sq.Ft./Units 5/1000 ADT's: Types of Use: Sq.Ft,/Units ADT's: Types of Use: Sq.Ft./Units ADT's: FEES REQUIRED: Within CFD: v' YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) NO 1. PARK -IN -LIEU FEE: NW QUADRANT �' NE QUADRANT SE QUADARANT SW QUADRANT ADT'S/UNITS: X FEE/ADT: I =$ 2.TRAFFIC IMPACT FEE: ADT'S/UNITS: 101d I X FEE/ADT: 104 I =$ 10,561,20 3. BRIDGE & THOROUGHFARE FEE: DIST, #1 DIST.#2 DIST.#3 ADT'S/UNITS: FEE/ADT: F] 4, FACILITIES MANAGEMENT FEE ZONE: ADT'S/UNITS: I X FEE/SQ.FT./UNIT: 1 =$ %054al a- 7 5. SEWER FEE EDU's 2,41 1 X FEE/EDU: 842 BENEFIT AREA: EDU's 2,41 x 6. DRAINAGE FEES: UNAbLtn PLDA: ACRES: I x 7. POTABLE WATER FEES: UNITS I CODE FEE/EDU: 959 1 =$ 2311.19 HIGH MEDIUM LOW FEE/AC: I =$e.&c)54&-1 2)- CONN. FEE I METER FEE I SDCWA FEE I TOTAL 1 0 N FE] 1 I D1.5 1 16,707 1 574.50 1 14,400 1 31,6811 PLANNING DIVISION Development Services BUILDING PLAN CHECK Planning Division CITY OF REVIEW CHECKLIST 1635 Faraday Avenue CAR LSBAD P_28 (760) 602-4610 www.carlsbadca.eov DATE: 4-16-15 PROJECT NAME: PROJECT ID: PLAN CHECK NO: CB 15-1139 SET#: 1 ADDRESS: 2788 Gateway Rd APN: 213-300-08-00 This plan check review is complete and has been APPROVED by the Planning Division. By: Chris Sexton A Final Inspection by the Planning Division is required ❑ Yes Z 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. Z 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: www.pks3.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: Z Chris Sexton l Chris Glassen Greg Ryan 760-602-4624 760-602-2784 760-602-4663 Chris.Sexton@carlsbadca.gov Christop ,er.Glassen<�'carIsbadc_a, v arc or RYanC car9sL�deicn,gov Gina Ruiz ValRay Marshall [m�� Cindy Wong 760-602-4675 760-602-2741 760-602-4662 Gina.Ruiz@carlsbadca.gov Valpay.Marshall >carlsbadc ,gav Cynrl ,t�Ion @carisbadca gov Linda Ontiveros Dominic Mori 760-602-2 7 73 760-602-4664 Linda.Ctiriv ros@c )rlsbadc<f.5,eov Dcminic iieri zcarls �dr,�.�aV Remarks: Plan Check No. CB 15-1139 Address 2788 Gateway Rd Date 4-16-15 Review # 1 Planner Chris Sexton Phone (760) 602-4624 APN: 213-300-08-00 Type of Project & Use: TI Net Project Density:N/A DU/AC Zoning: PC General Plan: PI Facilities Management Zone: 17 CFD (in/out) #_Date of participation: Remaining net dev acres: (For non-residential development: Type of land use created by this permit: ) REVIEW #: 1 2 3 Legend: ® Item Complete ❑ Item Incomplete -Needs your action ®❑ ❑ Environmental Review Required: YES ❑ NO ❑ TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: ®❑ ❑ Discretionary Action Required: YES ❑ NO ❑ TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: ®❑ ❑ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES ❑ NO ❑ CA Coastal Commission Authority? YES ❑, NO ❑ If California Coastal Commission Authority: Contact them at — 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): ®❑ ❑ Habitat Management Plan Data Entry Completed? YES ❑ 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!) ®❑ ❑ Inclusionary Housing Fee required: YES ❑ NO ❑ (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES ❑ NO ❑ (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 ❑ NO ❑ N/A ❑ P-28 Page 2 of 3 07/11 Site Plan: ®❑ ❑ Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. City Council Policy 44 — Neighborhood Architectural Design Guidelines 1. Applicability: YES ❑ NO ❑ 2. Project complies: YES ❑ NO❑ 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. Height: Required Shown ®❑ ❑ 5. Parking: Spaces Required ok Shown per PIP 05-02 proiect was approved and parked at all office. (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown ❑ ❑ ❑ Additional Comments 1) Will there be new roof mounted equipment? If so, please show how new roof mounted a ui ment will be screened. An example has been attached. <t ''�� (� OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTEATE A 07111 P-28 Page 3 of 3 <K, V CITY OF CARLSBAD DATE: 04/28/2015 PLAN CHECK REVIEW TRANSMITTAL PROJECT NAME: PLANNING CENTER ONLINE PLAN CHECK NO: SET#:1 /1 ADDRESS: 2788 Gateway Rd r CWI;YIY & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov PROJECT ID: CB151139 APN: 213-263-08-00 ® This plan check review is complete and has been APPROVED by the FIRE Division . By: GR A Final Inspection by the FIRE Division is required ® Yes ❑ No ❑ This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: nate@pacificincorp.com 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: n ❑ Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca gov ❑ Gina Ruiz 760-602-4675 Gina.Ruiz@carisbadca.gov s a r ❑ Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca. ov ❑ Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca. o11 Greg Ryan 760-602-4663 Gregory. Ryan@carlsbadca gov ❑ Cindy Wong 760-602-4662 Cynthia Wong@carlsbadc eov ❑ Dominic Fieri 760-602-4664 Dom inic.Fieri@carlsbadca ov i . Carlsbad Fire Department Plan Review Requirements Category: TI , INDUST Date of Report: 04-28-2015 Name: BRUNO CONSTRUCTION INC Address: STE 104-500 7668 EL CAMINO REAL CARLSBAD CA 92009 Permit #: CB151139 Job Name: PLANNING CENTER ONLINE (BLDG H) Job Address: 2788 GATEWAY RD CBAD Please review carefully all comments attached. Conditions: BUILDING DEP'.. COP' Reviewed by: 12 /D Q7 CITY OF CARLSBAD FIRE DEPARTMENT -APPROVED• w/REQUIREMENTS THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS I CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. N THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. REQUIREMENTS: I. At or prior to Final Fire and Building inspection an Emergency lighting facilities test shall be conducted by CFD Personnel. A test of the emergency lighting system capacity shall be conducted for 90-minutes. Failure to provide sufficien lighting in egress aisles, corridors, exit enclosures, exit passageways and stair enclosures is the AOR's t responsibility. CFC Ch. 10, Sec. 1006.3. 2. Shall provide two (2) each 2A:10BC fire extinguishers. One fire extinguisher shall be placed in the kitch and the other placed in the entrance lobby. en/cafe Entry: 04/28/2015 By: GR Action: AP STRUCTURAL CALCULATIONS for Planning Center Online Bldg H Tenant Improvement 2788 Gateway Road Carlsbad, CA for PKS3 83-810 Vin Deo Circle, Ste. 101 Indio, CA 92201 by MHP, Inc. Structural Engineers Long Beach, California April 10, 2015 MHP JN: 15-0132-00 :4 1 t: v STRUCTURAL ENGINEER mi STRUCTURAL ENGINEERS -7 't, 2- 5 16 '50 3, eO W:7 IA CALCULATION SHEET- DATE- JOB NO: BY. SHEET. ---------- 13 L/ 6, q .4- 0 V- 40M Aftvi-j I AJQ , YZA, (kj:� 'rc 3900 Cover Street, Long Beach, CA 90808-1773 562-985.3200 P 562.985. 1 o 11 F wwwmhpse.COM a Structural (S) Stud Section Properties Design Gross Properties Effective Properties . Torsional Properties Section Thickness F y Area Weight Ix Sx Rx ly Ry Ixe Sxe Mal Mad Vag VaNet Jx1000 Cw Xo rn Ro Lu M Q (in) (in) pn� (lbffU (inj (in') (in) CO) (in) (n1) (in') (irk)(n-k) fib) Qb) CO) (in`) (in) (in) (in) 250SI37.33 00346 33 0,197 0.67 0.203 0.163 1015 0.052 0515 0203 0156 3,11 3.10 975 399 0079 0.076 -1.141 0.677 1.612 0499 356 250S 137.43 00451 33 0.255 0B7 0.261 0200 1.010 0.067 0 511 0 261 0206 4 53 - 460 1265 394 0.173 0 096 -1 129 0670 1 599 0 501 336 250S137-54 00566 33 0.316 1.07 0.318 0255 1004 0080 0.504 0318 0155 5 76 ' S.75 1553 373 0337 0.115 -1115 0663 1583 0504 334 250S137-54 0.0566 50 0316 107 0.318 0255 1.004 OD80 O.SIN 0,318 02" 822' 8.34 2353 565 0.337 0.115 -1.115 0.663 1,583 0504 271 250S137-68 0.0713 33 0.390 1.33 0386 0.309 0.994 0095 0.495 0386 0309 719' 7.19 1891 342 0661 0138 -1.096 0653 1.561 0507 331 250S137.68 0.0713 50 0.390 133 0.366 0309 0." 0.095 OA95 0,386 0308 10,65' 1067 20M 519 0.661 0.138 -1.0% DAM 1.561 0507 268 25OS162.33 00346 33 0,223 0.76 0.235 0.188 1027 0087 0624 0.235 0180 3.55 3.56 975 399 0089 0146 -1470 0.859 1.698 0401 441 250SI6243 00451 33 0.289 098 0,302 0242 1.022 0.111 0620 0302 0.240 522' 5.25 t265 394 0196 0.184 .1457 0652 1.865 0402 421 250S162-54 00566 33 0358 1.22 0.370 0296 1016 0.135 0613 0.370 0.296 6.57 6.57 1553 373 0.383 0223 .1.443 0.845 1.80 0.403 418 25DS162-54 0.0%6 50 0.358 122 0370 0.296 1.016 0.135 0.613 0370 0284 9.42' 9.46 2353 565 0383 0.223 4A43 0845 1868 0.403 339 250S162a 00713 33 0.443 1.51 0.450 0,360 1007 0.162 0,605 0.450 0.360 821' 8.21 1891 342 0752 0268 -1424 0.835 1,846 0.405 41.7 250SI6248 0.0713 50 0."1 t51 0.450 0360 1007 0.162 0,605 0450 0-157 12.11' 1221 2866 519 0752 0268 -1-424 0B35 1846 DADS 337 350Si62-33 00346 33 0258 088 0.508 0290 1404 0,098 0617 0508 0257 508 522 1024 487 0103 0.277 -1324 0,796 2026 0573 42.7 350S16243 0.0451 33 0,334 1.14 0654 0374 1,400 0.125 0.812 0654 0.357 705 731 1739 631 0227 0350 .1.312 0.769 2.014 0.576 42.6 35OS162-54 00566 33 0415 1.41 0.804 0.460 1.392 0.152 0606 0.804 0.447 8.03 908 2253 633 0.443 0426 -1.298 0.782 1998 0.576 42.7 350SI62-54 OA566 50 0.415 IAA 0.804 0.460 1.392 OA52 0.606 0ON 0426 12.74 13.05 3372 947 0443 0.426 4.298 0.782 1.998 0570 34.5 350SI62.68 0.0713 33 0.515 1.75 0,985 0,563 13B3 0184 0597 09B5 0551 12 56 ' 12.83 2774 592 0872 0.514 A200 0.772 1977. 0.581 39.7 350SI62-08 0.0713 50 0515 125 0.085 0.%3 1383 0.164 0597 0.985 0.549 16AA 16.84 4202 897 0872 OS14 .1.230 0.772 1377 OS81 34.5 350S300.54 0.0566 33 0.585 1.99 1.286 0.735 1.483 0.724 1.113 1279 0.582 11.51 12.73 2253 633 0624 2.166 -2602 1531 3261 0323 74.7 3505 M54 0.0566 50 0.585 ?," 1.206 0.735 1.403 0.724 1.113 1.213 0508 1520 10.71 3372 947 0.624 2.166 -2M2 1531 3261 0.323 60.4 35OS300-68 0,0713 33 0.729 248 1.586 0906 1475 0888 1.104 1586 0,775 15.31 11198 2774 592 1..235 2.649 .2.663 1.521 3238 0.324 75.1 35OS30UB 0.0713 50 0729 2A8 1.5% 0906 1.476 0688 IAD4 1557 OA87 2D 56 2254 4202 897 1235 2649 •2.663 1521 3238 0324 60.5 362S137.33 0,0346 33 0236 0.80 0,479 0264 IA24 0,059 0501 OA79 0232 4.59 4.73 1024 521 0.094 0,165 -1,003 0.615 1,813 0.694 34.7 362S13743 OD451 33 0,306 104 0.616 0340 IA19 0.075 OA97 0616 0320 6.32 665 1739 676 0207 0208 .0991 0.6D8 1201 0,697 34.6 3628137-54 0,0566 33 0.379 1.29 0.756 0417 1411 0.091 0490 0.756 0.402 7.94 824 2341 705 0405 0.251 -0,978 DOI 1785 0.700 34.6 362St3754 OD566 50 0379 129 0.756 0.417 1,411 0.091 0.490 0756 0381 11.42 1191 3372 1016 0A05 0251 4.970 0.601 1.785 0.700 27.9 3629137-68 0.0713 33 0.470 1.60 0922 0.509 1.401 0.109 0480 0.922 0.498 9.84 1005 2884 662 0,797 0.302 -0.959 0.592 1764 0704 34.6 i `1 .1 D 22 .. ,1. 0491 14-77 ..x��i02a 1524 4M ,. t 0797 03W 0959 0 1,764 .. 0704 .��59'1 27-8 �42.6 362S162-33 0.0346 33 0767 089 0551 030A tA51"' -�1i; ... „- !� ei lip{. O SLA/B 0.340 0.710 0.39,2 1,445 0127 0710 0372 734 762 1739 676 0.230 0.37fi 1.291 _.0.782 2" 0.594 42.5 362Si6254 DOSFiE6 33 0.422 ,,.1.16 ..... 1.d4 0.873 0.-081 . -, 1.438 0.154 _.0.611 0.604 _ 0.873 -,..66 0466 ,., ..,.,... 9.22 -_ , 9.51 _ i' �511 _. 05 705 .... - 0.451 ., ..._... 0.457 n .... -1.283 -.., 0.774 2.020 0.597 42.5 362S16254 00566 5D 0422 1.44 0.873 0.481 1.438 0.154 OAAA 0.873 OA44 1328 13.59 3312 1016 OA51 0.457 .1,283 0.774 2.020 0597 34.4 362S162-68 0,0713 33 0524 1A 1.069 0,590 1429 0.186 0.596 1.069 0.579 1143 11.65 2864 662 0.887 0.552 -1.264 0.765 1.998 0.600 42.7 362S162.66 0D713 50 0524 138 1.060 0590 1.429 0.186 0596 1.069 OS74 17A 17.65 4370 IOU OB87 0552 -1264 0.766 1.998 0.600 34.3 362S200-33 0.0346 33 0.297 1.01 0.648 0.358 1478 0.177 0.772 0647 0.294 5B1 6A9 1024 521 0118 0.577 -1.741 1.030 2.411 0.478 516 362S20043 OB451 33 0.385 131 0.836 0,461 1,474 0227 0.767 0836 0.427 8.43 8.70 1739 676 0.261 0.734 4.729 1.024 23" 0.480 53.5 362S200.54 0.0566 33 0479 1.63 1.030 0.568 1467 0.277 0.761 1030 0553 10.93 11,23 2341 705 0511 DAN -1.715 1,016 2.382 0.482 53.6 362S20054 0.0566 50 0.479 1.63 1.030 0.568 IA67 0277 0.761 1D30 0.490 1466 15.47 3372 1016 0511 OB96 -1.715 1,016 2.382 0A82 43.3 362S200-68 00713 33 0595 2.02 1.265 0.696 1.458 0.337 0.753 1265 0687 1529' 15.54 2884 662 1ON 1089 .1.696 1.006 2.350 OA84 50.6 362S200.68 0.0713 50 0.595 2.02 1.265 0.698 1458 0.337 0.753 1265 0.666 1995 20.51 4370 1004 UM 1.089 -1.696 1006 23M 0.484 43.3 362S30054 0,0566 33 0592 2,01 1.390 0.767 1,533 0,734 1.114 1383 0607 11.99 13.22 2341 705 0632 2,316 -2669 1.522 3.265 0.337 74.5 362S30D54 0.096 50 0.592 2Di 1.390 0.767 1533 0.734 1,114 1312 0529 1583 17.34 3372 1016 0.632 2316 .2.659 1.522 32% 0.337 602 3629300-68 0.0713 33 0738 2.51 1,716 0947 1525 0.900 1,105 1716 0.811 1602 17.65 2884 662 1.25D 2833 -2.640 1.512 3.243 0.337 74.9 .162830066 00113 50 0.738 2.51 1.716 0.947 1.525 0.900 1-105 1.684 0716 2144 23.42 4370 1D01 1.250 21m -2.00 1.512 3243 0.337 60A 400SI37-33 00346 33 0.249 0.85 0603 0301 1556 0.061 0.496 0603 0259 512 529 976 595 0099 0.204 -0965 0,597 1.897 0.741 34.5 4DOS73743 0.0451 33 0.323 110 0776 0388 1551 0.078 0.491 0.ns 0.359 7.09 7.47 1739 810 0.219 0.267 -0954 0,591 1.885 0.744 34.3 40OS13754 00566 33 0.401 136 0.953 0 477 1542 0.094 0 484 0 953 0 453 B 96 9,42 2603 944 0.428 0.311 .0940 0.563 1.870 0,747 34.3 40DS137.54 00566 5o 0.401 136 0.953 0A77 1.542 0.094 OA84 0953 0.428 1282 1335 3372 1223 0428 0,311 -0940 0.583 1.870 0.747 27.7 400SI3766 00713 33 0,497 169 1165 0582 1,531 0112 0475 1165 0567 1121 1151 3215 895 0.842 0,375 .0,922 0.574 1849 0.751 342 4006137M 00713 50 0497 169 1.165 0S82 1531 OAl2 0475 1166 0558 1670 1744 4871 1356 0842 0375 -0922 0.574 teas 0.751 27.6 400S162-33 00341 33 0.275 0.94 0.692 0346 1.5B6 0103 0611 0692 0299 591 607 975 545 01t0 0.363 -1253 0.768 2.118 0.644 42.3 400S 16243 004SI 33 0.357 121 0692 0.446 1561 0.131 06% 0892 0417 823 854 1139 840 0242 0460 A.252 0.761 2.106 0.647 422 400S162-54 00566 33 0.443 151 1,098 0 549 1 574 0 159 0 600 1 098 0 526 1039 1084 2603 944 0.473 0 560 -1,238 0.754 2090 0.649 42.2 40OS16254 00566 50 0.443 151 1096 0.549 1574 0.159 0600 1098 0.4% 1490 1525 3372 1223 0.473 0.%D -1238 0.754 2.090 0.649 34.1 400S 162-68 00713 33 0.550 1.87 1 346 0 673 1.564 0.192 0 591 1 346 0 658 1300 1330 3215 895 0 933 0.677 -1120 0.745 2.069 0.653 421 4WS162-68 00713 50 0.550 187 1346 0673 1.564 D192 0591 1346 0648 1941 2015 4071 1356 0.933 0,877 .1220 0.745 2069 0.653 340 40OS200-33 00346 33 0.310 105 0.812 0 406 1 619 0.183 0 769 0 812 0 328 649 690 976 595 0.124 0.697 -16B0 1.007 2.462 0.530 51A 40OS20043 00451 33 0402 137 1047 0524 1615 0235 0764 1047 0 4' 9 945 974 1739 810 0272 0886 .1675 1.000 2.449 OS12 53.0 4GOS20054 00566 33 0.500 1,70 1 292 0 646 1 608 0 287 0 758 1 292 0 623 1230 1277 2603 944 0 534 1 083 -1 662 0.993 2,433 0.534 53.0 40DS200-54 ri 0566 50 0.500 1 70 1 292 0 646 1,608 0 287 0 758 1 292 0 549 16 49 17 31 3372 1223 0.534 1083 -1 662 0.993 2433 0,534 429 4DOS200 68 00113 33 0.622 212 1 569 0 795 1.599 0 349 0.750 1 589 0 180 1540 1570 3215 695 1 054 1 318 -1.643 0.983 2.412 0.536 53.2 40OS200.68 00713 50 0.622 2.12 1 585 0 795 1.599 0 349 0,750 1 569 0.151 22 48 23 04 4871 1356 1054 1.316 -1 643 0.%3 2,412 O 536 420 40OS300-54 00566 33 0.613 2.09 1 732 0,866 1 681 0 760 1 114 1 723 0 660 1344 14 70 2603 944 0 655 2.802 -2 594 1.496 3285 0.377 74.0 400-5300.54 00566 50 0613 209 1732 0B66 1681 0760 IM4 1637 0592 17.72 1925 3372 1223 0.655 2002 .2594 1.496 3265 0.377 59.9 400930US 00713 33 0,764 2.60 2.139 1070 1,673 0.933 1105 2A39 0914 1806 1968 3215 895 1296 3432 -2574 IA86 3.263 0.378 74.3 40OS30068 00713 50 0.764 2.60 2 139 1.010 1673 0 933 1 105 2099 0 805 24 09 2605 4871 1356 1295 3 432 .2,574 1.486 3 263 0.376 60.0 55OS 162-33 00346 33 0.327 1.11 1.450 0 530 2 112 0 113 0 589 1458 0 512 1011 8.63 699 699 0,130 0.713 -1 114 0 697 2 459 0.795 414 55OS162-43 00451 33 0.424 1.44 1.863 0685 2107 0145 0594 1883 0681 1479' 1314 M% 1199 02B6 0905 -1,103 0691 2448 0797 392 550S162-54 00566 33 0.528 1.80 2.324 0B45 2098 0176 0577 2324 0.845 1816' 1787 2739 1666 0564 1105 -1090 0684 2434 0.800 387 550SI62-54 00566 50 0528 180 2,224 0845 70" D176 0577 2324 0811 2686' 2352 3093 1881 0S64 `1105 .1,090 06M 2434 0800 316 550S 162-68 00713 33 0.657 2,24 2.861 1 040 2086 0 212 0 568 2 861 1 040 2372 2372 4347 2057 1 114 1 342 -1.072 0.675 2414 0 803 38 0 550SI62 68 00713 50 0,657 224 2.861 1 040 2 006 0 212 0 5M 7 861 1 031 34.94 32 28 5350 2532 1 114 1 342 -1072 0 675 2 414 0 803 31 1 5501S300-54 00566 33 0 698 2.37 1545 1 289 2 254 0 850 1 104 3 505 1 080 2134 2074 2739 1666 0 745 $ 364 -2 365 1 401 3 449 0,530 73.0 55OS300 54 00566 50 0 696 2 37 3 545 1289 2 254 0 850 1 104 3 295 0 983 29 44 2699 3093 1861 0 745 5 364 -2 365 1 401 344.9 0 $30 592 55OS300-66 00713 33 0.871 2.96 4391 1597 2245 1044 1095 4384 1411 2188 2803 4347 2057 1476 6594 -2,346 1.391 3.427 0531 731 55OM-66 00713 50 0 871 296 4.391 1 59? 2 245 1 044 1 095 4 2811, 1 281 38 Si 36 85 5350 2532 1 1 476 6 594 -2 346 1 391 3 427 0 531 1 59.1 I Web -height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. 2 Allowable moment includes cold work of forming. See Table Notes on page 6. Copyright © 2011 by the Steel Stud Manufacturers Association AW -j o f Z3 Complies with the 2006 International Building Code (IBC) Allowable Ceiling Spans —Deflection Limit L/360 4 pst 6 psf 13 pef lateral Supparl 'of Co Flpnga i stare! Support of Compression Flange lateral Support of Comp reasbn Flange UrfsuppoRed""` Midapati" Unsupported Midspan Unsupported Mldspan Fy Joist Spacing (in} o.a Joist Spacing (in) o.c. Joist Spacing (in} o.c. Joist Spacing (in) o.c. Joist Spacing (in) o.c. Joist Spacing (in) o.c Section (W) 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 152S 125-18 33 T 2" 6' T FT T 2' 6,71 519, 6' 4' 59' 5 0' 6 4' 5 9' 5' 0' 4' 10' 4' S' 3 9' 4' I T 45' 3' 10' 162S125-27 33 8' 5" 7' 8- 68' 8' S. 7' 8" 6' 8' 7' 4- 6' 8'- 5 10- 7' 4- 6-8- 5' 10" 5' 8" 5 2- 4-6- S 8' 5' 2` 4' S' 162S125-30 33 818, 1. 11' 6' 11' 8' 8" 7' 11" 6' 11' 7' T 6' 11' 6 T 7' T 6' 11' 6' T 5' iT S 4' 4' 8' 5 10' 5" 4' 4' 8" 162S125-33 33 9' T 8' 2" 111. 9' 0' 8' 2" 7 1' 7' 10" 7 1" 6 3" 7 IT 7' 1" 6- 3" 6. 1' 56" 4' 10' 6 1" 5 6' 4' 10" 162S137-27 33 8' 10" 8' 0' 7' T 8' to' 8' T 710, 7' 9" 1' 0' 6 2.' 1 9' 7 T 6' 2" 6 T 5' 5' 4 9' 6 0" 5 5' 4' 9" 162S137-30 33 9' 1" 8' 3" 7' 3" 9' 1' 6 3" T 3' 8' 0" 1 3` 6' 4' 8' 0" 7' 3" 6' 4" 6' 2' 5 7' 4' 11' 67 5' 7" 4' 11" 162S 137.33 33 9' 5" 8' T 7' e, 9 S' 8' T 7- 6' 8' 3" 7' 6' 6' 6' 8' T 7' 6" 6' 6" 6' 4' 5 T S' 1' 6' 4' 5' T 511, 2=125.18 33 95 T 9' 6' W 9' 11" 9' 0- T IT 7-6- 6' 11" 6-2- 8' 8' 7' IT 6' 11- 6' 0" 5' 6" 4' 10" a 6' 8' 6' 1" a 5' 4" e 25DS125.27 33 9' 8' 8' 11" 8' T 11' 8" 10' 7" 5 3" 8' 8' 8' T 7' 2" T 2" 9' T 8' 1' 7' T 66" 5 9" 7' IT 7' 2" 63" 25OS125-30 33 10' 1" 9' 3" 8' 3' 12' 0" 10' 11" 9' T 9' 0" 8' 3" 7' 5" 10' 6" 9' 6" 8' 4" 7' 3" 6' 8" 6' 0" 8' 1" 7' 4" 65" 25OS125-33 33 10' 6" 9' 8' 8' 7' 12' 5" 11' T TIT S 4" 8' 7' 7' T 10' 10' 9' IT 6 7" 7' 6" 6' 11" 6 2' 8' 5" Tr 6' 8' 25OS12543 33 11' 9" WIT 9' 7" 13' 6" 12' T 10' 9' IVY 9' 7" 8' 6" 11' 10" 10' 9' 9 4" 8' 4" 7' 8' 6' 10" T 1" 8' T 7' 3" 250S137-27 33 11' T 10' 2" 9' 2' 12' 3" 11' 1' TT 9' 10" 9' 2" 8' 2" 10' 8" 9' 9" 6 6' 8' T 7' 5' 6' T 8' 3' 7' 6" 6' T 250S137-30 33 11' 5" 10' 6' 9' 5" 12' 8" 11' 6" 10' T 1 UT 9' 5' 8' 5" 11' 0' 10' 0" 8' 9" 8' 3" 7' 8" 6' 9" 8' 6" 7' 9" 6' T 250S I Y-33 33 11' 10' 10' 11" 9' 9' 13' 1' 11' 10' 10' 4" W T 9' 9" 6 9" IVY 10' 4' 9' 1' 8' 7" 7' 11" 7' T FIT 8' 0' 7' W 25OS 13743 33 13' T 12' 2' 10' 10" 14' 2" 12' 11" 11' 3' 11' 9" 10' 10" 9' T 12' 5' 11' 3' 9' 10" 9' 5" 6 8" T 7' 9- 7" 8' 8" 7' T 25OS162-33 33 13' 6' 17 5' W IT 13' 8" 12' 5' WIT 17 T 10' 10' 9' 6' 12' T WIT 9' 6" 9' 3" 8' 5' 7' 4" 9' 3' 6 5" 7' 4' 250S16243 33 14' 11' 13' 6' 11' 10" 14' 11' 13' 6" 11' lT 13' 0" 1 T 10' 10' 4" 13' 0" 11' 10' 10 4' 10 l' 9' 2" 8' T 19 1" 9' 2' 8' 0" 350S 12518 33 9' 2" 8' 6' 7' 6" 12' 6' 11' 5" 9' 11' 8' 3' 7' 6" 6 8" 11' 0' 9' 11' 8' 5" a 6' 6" 5' 11' a S' 3" a 8' 2' a 7' 2' a FT e 350S125-27 33 10'7' 9' 9" 8' 9" 14' 11" 1ST 12' 0" 9' 5" 8' 9" T 9' 13' 2' 12' T 10' 6" T 7" 7' 1' 6' 4" 10' 2" 9' 3" 7' 9" 3505IZ,30 33 10' 11- 10' 1' 9' T 15' 5' 14' 2' 12' 4' 919, 9' 0" 8' 1' 13' 7' 12' 4" 10' 10" 7' 11' 7' 3" 6' 6" 10' 6' 9' 7' 8' T 35OS125-33 33 11' 4" 10' 5" 9' 4" 160" 14' 8" 12 9" 10' 1" 9' 4" 8' 4" 14 1" 17 9" 11' 2" 8' 7' 7' 7" 6' 9" 10' 10" 9' 11" 6' 8' 350S 12543 33 17 T 11' 7" 10' 4' 17' 7' 15 11" 13' 11' 1 VT 10' 4' 9' 2' 15' 4' 13' 11" 12' 2" 9' W 8' 3" 7' 5" 11' 10" 10' 9" 9' 5' 350S737-27 33 11' 11' 1 VW 9' 11" 1610" 14' 5" 12' 7" 10' 8' 9' 11" 8' 11" 13' 10' 12' 7' 11' 0' 8' 8' 8' 1" 7' 3" 107 8" TT 8' 6' 350S 137-30 33 12' 4" 11' 5" IVY 16' 4" 14' 10' 17 0' 11' 0' 10' 3' 9' 2' 14' 3' I S 0" 11' 4' 9' 0' 6 4' 7 6" 1 l' T 10' T 8' 9" 350SI37-33 33 12' 9" 11' 10" 10' 7" 16' 11" 15 4" 13' 5" 11' 5" 10' 7" 9' 6" 14' 9" 13' 5" 11' 9" 9' 3" 8' 7" 7' 8" 11' S' 10' 4" T 1" 350S13743 33 14' 2' 13' 0" 11' 7' 18' 4' 16' 8" 14' 7' 12' 7' 11' 7' 10' 4" 16' 1' 14' 7" 12' 9' 10' 2' 9' 4" 8' 5" 12' 5' IVY 9' 10" 35OS162-33 33 14'6" IS 5" 12' 1' 17'9" 19 1" 14'1" ISO' 12' 1" WIT 156' 14'1" 173' 107" TIT FIT 11'll" 10'IT 9'6' 350S162-43 33 160' 14' 9' ITT 19' 3" 17' 6' 15' 3" 14' 3" 13' 2" 11' 9" 16' 10" 157 3" 13' 4' 11' 6" We" 9' T is T 11' IT 10 4' 362S125-18 33 9' 3" 8' 7' 7' 7" 12' 8' 11'7' 1U 0" 8' 4" 7' 7" 6' 9" 11' 1- tU T 8' 6' a 6' T 6' 0" a 5' 4" a 8' 3' e T 4' a 6' 1" e 3623125.27 33 10' 8' 9' 10" FIT 15' T 13' 11" 12' 4' 9' 6' 8' 10' 7' 10" 13' 5" 12' 4' 10' T 7' 8' 7' 1' 6' 5" 19 5' 9' 4' 7' 11' 362S125-30 33 1 l' 0" 10' 2" 9' 1' 15 6" 14' 4" 12' 9" 9' 10" 9' 1" 8' 2" 13' 11" 12' 9" 11' l" 8' T 7' 4" 6' 7" 10' 10' 9 10" 8' 5" 362S12S33 33 11' 5' 10' T 9' 5' 162" 14' 10" 13' 2' MY 9' 5' 8' 5' 14' 5' 13' 2" 11' 6" 8' 3' 7' 8" 6'IT 11' 2' 10' 2' 8' 10' 362S12543 33 12' 8" l l' 8" t0' 5" 17' 9" 165" 14' 4" 1 VT IVY 9` 3" i6 9" 14' 4' 12' 6" 9' 1" 8' 4" 7' 6" 12' 2" 11' l" 9' 8" 362S 137.27 33 12' 0' 11' 2" 10' 0' 16' 3' 14' 9" 12' 11" MIT 10' 0" 9' T WY 12' 11" 11 3- 8' 9" 8' 2" 7' 4' t t' T 19 T 8' 9" e 362S137-30 33 12' 5" 11' 6" 10' 4" 16' 10" 15 3' 13' 4' 11' 2' 10' 4" 9' T 14' 8" 13- 4" 11' 8' 9' 1" 6 5' 7' 6' 11' 4" 10' 4" 9' 0" 362S 137-33 33 12' 11' 11' 11' 10' 8' 17' 4' IF 9' 13' T 11' 6' 10, 8" 9' 7' 15' 2" I S T 12 T 9' 4- 6 6" 7' 9" 11- T 16 8' 9' 4' 362S13743 33 14' 3" 13' 2" 11' 8" 18' 11" 17' 2" 15' 0" 12' 8" 11' 8" 10' 5" 16' 6" 15' 0" 13' 1" M 3" 9' 5" e' 6" 12' 9" 11' 7" 10' 1' 362S 162-33 33 14' 8" 13' 7" 12' 2' 18' 2" 16' 6' 14' 5" 13' 2' 12' 2' 10' 11" 15' 11' 14' 5' 12 1' 10' 8' 9' 11" 8' 11" 12' 3" 11' 2' 9' 9' 362S 162 43 33 16' 2" 14' 11" 13' 4" 19' 10" 18' 0" 15' 9" 14' 5' 13' 4" 11' 11" 17' 3" 15' 9" 13' 9" 11' 8" 10' 9" 9' 8" 13' 4" 17 2' 10' 7" 40 12518 33 96e 'e T10e 1' ett't1e1o5"e 8de1'1 a 611'e 116e10 e8'11'e 6'9e 6'7e" '6e 8Te a 65'e 400S125-27 33 Wit" 10' 1" 911. 15' S" 14' 3" 12' 9" 9191, 9' 1' 8'1" 13' 10" 12' 9' 11' 2" T 11" T 4" 6' 7" 10' 10" 919, 6' 3" 4ODS125-30 33 11' 4' 10' 5' 9' 4' 16' 0" 14' 9' 13' 2" 10' 1- 9' 4" 8' 4' 14' 3" 13' 2" 11' T 8' 2' 7' 7" 6' 9' 11' 5" 10' 4" 8' 9" 400S 125-33 33 11' 9" 10' 10" 9' 8" 16, T 15' 3" 13' 8" 10' 6' 9' 8' 8' 8" 14' 9" 13' 8" 12 2" 8' 6" 7' 10' 7' 0" 11' 11" 10' 11' 9' 4" 40OS125-43 33 1ST 12' 0" 10' 8" 16 3' 16' 1T IS T 11' T 10' 8" 9 6" 16' 3' 15 0' US' 9 4' 8' T 7' 8" IS 1" 12* T IU 5" 400S137-27 33 12' 4" 11' 5" 10' 3" 17' 7' 16' 0' 13' 11" 11' 1" IVY 9' 2" 154' 13' 11" 12-2' 9' 0" 8' 4" 7' 6' 11' 10" 10' T 5 5' e 400S137-30 33 12, 9- 11,101 IV 7' 16 2' 16 6" 14' 5' 11' 5" 10' 7' 9 6" 15' 10" 14' 5' 12' 7" 9 3" 8' 7' 7 9' 17 3" 11' 1" 9' 9- 400S137-33 33 13' 3" 12' T lU 11- 18' 9" 17' 0" 14' 11" 11' lT 10' 11" 9' 10' 165" 14' 11" 13 0" 9' 7" e' 11' 8' 0" ( 12' 8' 11' 6' 10: 1' 400S13743 33 14' T 13' 6" 12' 0" 20' 5' 16'6" 16' 2" 1S 0" 12' T 10' 9" 17' 10" 16 2' 14' 2" 10' 6" 9' 8' 8' 8' 13' 9' IZ 6' 10' 11' 400S162-33 33 150" 13' 11" 12' 6' 19' 8" 17' 10" 15' 7" 13' 6' 12' 6" 11' 2" 17' 2" 15' 7" IS 7' 10' 11" 162, 9' t " 13 3' 12' 0' 10' 6' 400SI6243 33 16' 7' 15' 3" 13' 8" 21' 4" 19- S' 16' 11- 14' 9" 13' 8' 12 2" 18' 8` 16' 11' 14' 10" 11 11" 11' 0" 9 11" 14' 5' 13' 1' 11' 5' 60OS125-27 33 12'5"a 11'6"a 10'4'a 17'11"a 16'6"a 14'9 a 11'Ta 104'a 9'4"a 16'0 a 149'a 132"e 92 a 86 a 7'7"e 12'11'a11'10"a 10'4'e 600S125-30 33 12 9' 11' 10' 10' 8" 18' 5- 17' 1' 15' 3' 11' 6" 10' T 9' 7" 16' T 15 3' 13 8' 9' 5' 8' 9" 7' 10" 13' 4' 12 4' lU 1 I" e 60DS125-33 33 13' 2" 17 3' 11' 0' 18' 11" 1 T 7" 15' 10" 11' 10" 1 VT 9' 10" 17' 0" 1510" 14' 2' 9' 8" 8' 11" 8' 1- 13- 10' 12' 9" 11' 5" 600S12543 33 14 6" IS 4" 11' 11" 20' 6" 19' T 17' T 12' 11" 11' 11' 10' 8' i 18' 4" 17' 0" 15' 3" 10' 5" 9' 8" 8' 8" 15' 0" 13' 11" 17 6' 6ODS137-27 33 14'0"e 13'0"e 11'9"e 20'2"e 18'8"e 16'9"e 12'7"e 1119"e 10'6-e 18,1"e 16'9"e 15'0"e 10'4"e 97'e 8-7"e 14'8"e 1S7"e11'10'e 600S 137-30 33 14' 5' 13' 4' 1 T T 20' 10' 19' 3' 17' 3' I S T 12 T 10' 10' 18' 8' 17' 3' 15 6" 16 7" 9' 10" 8' 10' 15' 2" 14' 0" 12' 5' e 600S137-33 33 14' 11" 13' 9" 12' 5" 21' 5" 19' 10" 17' 10" 13' 4' 17 5" 11' 2" 19' 3" 17' 10" 16' 0" 17 11 " 10, 2" 9' 2" 15' 8" 14' 6" 12' 11"e 6ODS 137.43 33 163' 15' 0' 13' 5' 23' 1' 21' 5" 19 3' 14' 6' 13' T 17 0" 20 9" 19' 3" 17 4" 11' 9' 10' 11' 9' 10' 16' 11" 16 9" 14' 2' 600S162-33 33 16' 11" 15' 8" 14' 1" 24: S" 2 8" 20' 5" 15' 2" 14' 1" 17 8- T 2fY 5' 1 ' 5^ 1 ' S' 11' 7" 10' 5" 18' 0" 16' 6' 14'5" P o y "e" Web stiffeners required at supports See page 52 for Ceiling Span Table Notes fs Y 53 SUBJECT. Mill :j STRUCTURAL ENGINEERS ,17.5 MAX opt16' LOAD 1+6 w4L' V G- It erl- ID l/o 7 VA CALCULATION SHEET DATE: JOB NO: By: SHEET - D IL 60 (k S(O.o t 0 1'4 om 'n OVM� 3900 Cover Street, Long Beach, CA 90808-1773 562.985.3200 P 562.985.1011 F wwwmhpse.com Structural (S) Stud Section Pronerties pesign Gross Properties.. , Eftectiye Propettiel 7ofeWrrat Prop44tf141s Section Tldditim Area Weight be Sx Rx ry Ry lxe Sxe Mat Mad Vag VaNel JiIODO Cw Xo m Ro Onj tUd fr9 (ml (in) (W) (in) 9 ) 1n-i1) (lb) Ob) l�) M) (kn) ¢ ) 25051.17.33 0.0346 33 0127 Oil 0.203 0,163 1.015 0.052 0515 0,203 0.150 3.11 3.10 975 399 0.079 0.076 -1.141 0.677 1.612 0.499 35.6 250SI3743 00451 33 0.256 0.87 0.261 0.208 tA10 0.067 0511 0261 02% 4M, 4.60 1265 394 0.173 0.096 -1.129 0.670 1599 0.501 33.6 2SOS137-54 0.0566 33 0.316 1.07 0.318 0.255 1.0D4 0.080 0,504 0.316 0.255 5.761 5.75 1553 373 0.337 0115 -1.115 0.663 1.583 0.504 33.4 2MS137-54 0.0566 50 0.316 107 0.318 0,255 1004 0.060 0304 0.318 0244 8.22' 8.34 2353 565 OM7 0.116 .1.115 0.663 I= 0.504 27.1 250S137-0 00713 33 0.390 1.33 0.386 0.309 0.994 0.095 0.495 0.386 0-109 7A91 7.19 1891 342 0,661 0.138 -1.096 0.653 1.561 0.507 33.1 250.413758 00713 50 0.390 133 0.386 0.309 0.994 0.095 OASS 0386 0.300 10.651 10.61 2666 519 0661 0.138 .1.096 0.853 1.561 0507 264 250S162-33 0.0346 33 0.223 0.76 D.235 0188 1.027 0.087 0.624 0235 0.180 3.55 3.56 975 399 0M 0.146 -1.470 O.B59 1AN 0.401 44.1 25MI6243 0.0451 33 0209 0.98 0.302 0242 1022 0.111 0.620 0.302 0240 5.221 5,25 1265 394 0.196 0.164 -1.457 0.852 1.885 0.402 42.1 25OS16254 00566 33 0.350 122 0.370 0.296 1.016 0135 0.613 0.370 029E 6.57' 6.57 1553 373 0,303 0223 -1."3 OA45 1A68 0.403 41.8 25DS162.54 00566 50 0.356 122 0,310 0296 1.01E 0.135 0.613 0,370 0284 9.42' 9A6 2353 565 0383 0.223 -IA43 0,845 1A68 0,403 33.9 2505162.68 0.0713 33 0A43 1.51 0.450 0.360 1,007 0.162 0.605 OA50 0360 8.21 8.21 1891 342 0,752 0.266 -1.424 0.835 1.846 0.405 41.7 2565182-m 04113 50 0443 1.51 0.450 0360 1007 0.162 Oft OA50 0357 12.11' 1221 2866 519 0.752 0266 -1.424 OMS 1.046 OAOS 331 3506162.33 OD346 33 0.258 088 0.508 0,290 1,404 0090 0.617 0.5DB 0257 5,08 5.22 1024 487 0103 0,277 -1,324 0.796 2026. 0.573 427 3WS16243 04451 33 0334 114 0654 0.374 1.400 0.125 0.612 0654 0357 705 731 1739 631 0227 0.350 -1.312 0789 2014 ORS42.6 3508162.54 0.0566 33 0.415 1.41 0.804 0.460 1392 0..152 0.606 0,804 0.447 8.83 908 2253 633 OA43 0.426 -1298 0.792 1998. 0.578 42.7 1 Ob15 1, D.985 4 U 3 .1 C 0,M4 Ob87 Oa986 0.551 M12.56' 'r 1283 2774 642 0872 6.514 -t n 4.280 g."�%...13SId 0,772 1.977 ., 0.581 39.7 35DSi02-68 9A713 33 35OMM8 0A713 50 HIS 1.75 0.985 0.563 1383 0.184 0597 0.985 0549 16.44 1664 4202 097 0.372 0.614 -1.280 0.7M 1.977 0581 34.5 35OS300-54 O.OS% 33 OMS 1.99 1.286 0.735 1.403 0.724 1.113 1279 0582 11,51 U 73 2253 633 0.624 2.166 -2.682 1.531 3261 0.323 74.7 35053" OA566 50 0585 199 128E O.M 1.483 0.724 IA13 1213 0508 15.20 16.71 3372 947 0.524 2.166 -2.682 IMI 3261 0.323 60.4 35OS30068 0.0713 33 0.729 2.48 1,586 0.9D6 1.475 OAR 1.104 1566 0.775 15.31 16,98 2774 592 1235 Z649 -2.663 1.521 3238 0.324 75.1 35OS300,68 OW13 60 OM 2A8 1.58E 0908 1475 08M 1,104 1557 OAW 2D56 2254 4202 1101 IMS 2.649 .2.663 1521 3238 0324 6O5 362S13733 0.0346 33 0.236 0.00 0,479 0294 1.424 0.059 0.501 0.479 0232 4.59 4.73 1024 521 0094 0.185 -1,003 0.615 1013 0,694 34.7 352S13743 0A451 33 0.306 1JD4 0.616 CUO IAI9 0.076 OA97 0.616 0320 6.32 6.65 1739 676 0,207 0.206 -0.291 0.606 IM1 0.697 34.6 362S137-54 0.056E 33 0379 129 0.75E 0.417 1.411 0.091 OA90 0.756 0,402 7.94 8.24 2341 705 0.405 0.251 -0.978 0.601 1.785 0.700 34.6 362SI37.54 0056E 50 0.379 129 0.756 0.417 1.411 0.091 0.490 0756 0381 11.42 11.91 3372 1016 0-405 02S1 .0.978 0.601 1785 0.700 219 3628137.68 00713 33 0.470 160 0.922 0.509 1,401 0.109 OA80 0.922 0.498 9.84 10,05 2084 662 0.797 0,302 -0.959 0,592 1784 07D4 34.6 362SI37.0 OA713 50 0.470 1,60 0.922 0.509 L401 0.109 OA80 0.922 0.493 14.77 15.24 4370 1004 0.797 0302 -0.959 0,592 1764 0704 27.6 362S162-33 00346 33 0.262 0.89 0551 0.304 1A50 0.009 0.616 0.551 0.266 529 5.43 1024 521 0.105 0.297 -1.308 0.789 2,048 0.592 42.6 362916243 OA4S1 33 0.340 1.16 0.710 0392 L445 0.127 0.611 0710 0372 7.34 7.62 1739 676 0230 0.376 -I.M 0.782 2.036 0594 425 362S16254 0.0566 33 0,422 1A4 0.873 0.461 1.438 0.154 0.604 0.873 0466 9.22 9.51 2341 705 0.451 OA57 -1.203 0.774 2.020 0,597 42.5 36MI62-U 0.0566 50 0.422 1.44 OA73 0.481 1.438 OA54 0.604 0.873 0.444 1328 1359 3372 1016 0.451 OA57 -1.283 0.774 2020 0.597 34.4 362SIE2448 0.0713 33 0.524 1.78 1.069 0590 1.429 0.186 0596 1,069 0579 11A3 11.65 2884 662 0,887 0,552 -1.264 0.765 1998 0.600 427 362SI62.68 00713 50 0524 1.78 1.069 0590 1.429 0.186 0.698 1.069 0374 17.16 17.55 4370 M 0,887 0552 -1264 0.766 19% 0600 34.3 362S200.33 OA346 33 0,297 1.01 0.60 0.358 1A78 0.177 0,772 0647 0.294 5.81 6.19 1024 521 0,118 0577 -1.741 1.030 2.411 0.478 53.6 362S200.43 00451, ' 33 0,365 131 0.836 OA61 1.474 0227 0.767 0.836 0.427 8A3 8.70 1739 676 0261 0.734 -1.729 1.024 2398 0.480 63.5 362S20054 0.0566 33 OA79 1.63 1.030 0.568 1.467 0,277 0.761 IMO 0553 10.93 11.23 2341 705 0411 0.896 -1.715 1.016 2,382 0.482 53.6 3625200-54 OA566 50 0.479 IA3 1.030 0.560 IA67 0.277 0.761 1.030 OA90 14.66 150 3372 1016 0,511 OSS -1.715 1.01E 2.382 0.482 43.3 362S200M8 0.0713 33 0.596 2D2 1,265 0.69E IA58 0.337 0.753 1.265 0.687 15.29' 15.54 2884 662 1.008 1.089 -1.696 1.006 2360 OA84 50.6 362S2OD68 0A713 50 0595 2.02 1265 OUB 1.458 0,337 0.763 1265 0.66E 1925 70.51 4370 1004 1AN I .1.696 1.006 2360 0484 43.3 362S300-54 0.0566 33 0592 2.01 1.390 0.767 1.533 0.734 1.114 1383 0.607 11.99 13.22 2341 705 0,632 2.316 .2.659 1.522 3 265 0,337 74.5 362S30054 OA566 50 0592 201 1.390 D.767 1.5M 0.734 1."4 IM2 OS29 ISM 17.34 3372 1016 0.632 2.316 -2.659 I.522 3265 0.337 602 362S30068 0.0713 33 0.73B 251 1.71E 0.947 IMS 0.900 1.105 1,716 0,811 16.02 17.65 2884 662 1.250 2A33 -2.640 1.512 3243 0337 74.9 362SM68 OA713 50 0.738 261 1.716 OAT 1525 0.900 1.105 LU4 0.115 21A4 2342 4370 1004 12M 2A33 450 LU2 3243 0337 60A 400S137-33 00346 33 0248 0.85 0.603 0,301 1.556 0.061 OA96 0.603 0.259 5.12 529 070 595 0.D99 02D4 -0.965 0597 1897 0.741 34.5 400813743 OA451 33 0.323 1.10 0.776 0388 1.561 0.078 OM0.776 0359 7.09 TV1739 510 0219 0257 -0.964 0691 1M5 0.744 342 400S137-54 00565 33 0.401 t.36 0.953 0.477 1.542 0.094 OA94 0.953 0,453 8.96 9.42 2603 944 0428 0.311 -0,940 0.583 1870 0,747 34.3 400SI37-54 0.056E 50 0.401 136 0.953 0.477 1,542 0,094 0.464 0.953 DA20 12.82 1338 3372 1223 OA26 0341 -0.940 OS83 1.870 0747 27.7 400SI37M 0,0713 33 0.497 1.69 t.165 O.S02 1.531 0,112 0.475 1.165 0.567 1121 11.51 3215 895 0.842 0.375 41.922 0,574 1.849 0..751 34.2 400SI37.68 0A713 50 0.497 1.69 1.165 0582 1.531 0.112 0A75 1.165 0558 1670 17A4 4871 1356 0,842 0375 .0.922 0574 1.849 0751 27.6 400S16233 0.0346 33 0.275 0.94 0.692 0.346 1,586 0.103 0,611 0.692 0.299 5.91 6.07 976 595 0,110 0.363 -1263 0.768 2. 118 0.644 42.3 400SI6243 0.0451 33 0.357 t21 OA92 0A46 1581 0.131 0.606 0.892 OA 17 0.23 8.54 1739 $10 0242 0.460 4.252 0361 2.106 0647 42.2 400SI6254 0.0566 33 0.443 1.51 1.098 0.549 1.574 0.159 0.600 1.098 0.526 10.39 1084 2603 944 0.473 0.560 -1.238 0.754 2090 0649 42.2 400S16254 00566 50 OA43 1.S1 LON 0549 1.574 OA59 0.600 1.096 OA98 1490 1625 3372 1223 0473 0560 -1236 0754 2.090 0.649 34.1 400S162-68 00713 33 0.550 1.87 1.346 0.673 1.564 0.192 0.591 1.346 0.656 13,00 1330 3215 895 0.933 0.677 -1.220 0.745 2069 0653 42.2 40DS162M 00713 50 0.550 187 1.346 0,673 15%A 0.192 0.691 1.346 0.648 19A1 2015 4871 1356 0933 0,677 -1.220 0.746 2069 0653 340 40OS200.33 0,0346 33 0.310 1.05 0.812 0.406 1.619 0.163 0.769 0.612 0328 6.49 690 976 595 0.124 0.697 -1688 1.007 2.462 0530 53.1 40OS20043 OA461 33 0.402 137 1.047 0,524 1615 0.235 0.764 1,047 0.478 9,45 974 1739 810 0272 CANA676 1000 24449 0532 53.0 400S200-54 00566 33 0.500 1.70 1,292 0.646 1.608 0.287 0.758 L292 0.623 12.30 1277 2603 944 0534 1083 -1,662 0.993 2433 0.5U 53.0 COST" 0.0566 50 0,500 1.70 1.292 0.646 1608 0.287 0.758 1.292 0.549 16 A3 17 31 3372 1223 0 534 1083 -1662 0.993 2 433 0 534 42.9 40DS200.68 00713 33 0.622 212 1,589 0795 1.599 0.349 0.750 1.589 0.780 15,40 15.70 3215 895 1054 1318 -1643 0903 2412 0536 53.2 40OS200.68 0.0713 50 0.622 2.12 1.589 0.795 1.599 0,349 0.750 1.589 0.751 22.4e 2304 4071 1356 1064 1.319 -1.643 0.983 2.412 053E 42.9 40OS300-54 00556 33 0.613 2.09 1.732 0.866 1.681 0.760 1.114 1.723 0.680 13.44 14.70 2603 944 06M 2802 -2,594 1496 3.285 0377 74.0 40OS300-54 OA566 50 0.613 2.09 1.732 DAN 1.681 0.760 JAM 1.637 0.592 17,72 1925 3372 1223 0.655 2.902 •2594 1496 3265 0.377 59.9 40OS300-68 00713 33 0.764 2.60 2.139 1.070 1.673 0.933 1.105 2.139 0.914 18.06 196E 3215 895 1.295 3.432 -2.674 1.486 3263 0378 743 400.".3 68 00713 50 0.764 260 2139 IWO 4.873 0,4n 1.105 2099 0805 24.04 2605 4671 1350 1 1295 3.432 -2674 1.486 3263 0378 60.0 550SI6233 00348 :13 0.327 1,11 1.458 0.530 2.112 0.113 0589 1.458 0.512 10.11 863 699 699 0,130 0.713 -1A14 0.697 2AS9 0.795 414 SWS16243 06451 33 0A24 1,44 1.883 0665 2.107 0145 0584 1-883 0681 14.791 1314 I550 1199 0286 0905 -1 M 0.691 2A46 D.797 392 550S 162-54 0.0666 33 0,528 1.80 2.324 0.845 2.09E 0 176 0.577 2.324 0 845 18 761 1787 2739 1666 0.564 1.105 -1 090 0.684 2.434 0.800 387 i50S162.54 0.0566 50 0.52e 180 2.324 0$45 2D98 0,176 OS77 2.324 0.811 26 86 1 23,52 3D93 1661 0564 4105 -1.090 0,684 2434 08M 316 55CS162-68 0.0713 33 0.657 2.24 2.861 1,040 2.086 0212 0.568 2.861 1040 23721 23-72 4347 2057 1.114 1.342 -1072 0.675 2,414 0.803 380 55OS162.66 00713 50 0657 224 2861 1040 2086 0,212 0568 2861 1D31 34941 3228 5350 2532 1.114 1,342 -1072 0.675 2414 0.803 311 55OS3%54 00566 33 0.698 2.37 3.545 1.289 2254 0.850 1,104 3.506 1080 2134 20.74 2739 1666 0.745 5364 -2.365 1.401 3.449 0,530 730 55OS300-54 00566 50 0.898 237 3.545 1289 2 254 0.850 1.104 3.295 0.983 29 44 2699 3093 1881 0 745 5 364 .2365 1.401 3AA9 0 530 597 55OS3MM 0,0713 33 0.871 2.96 4.391 1597 2245 1044 1095 4.384 1411 27.88 2803 4347 2057 1476 6.594 -2346 1.391 3.427 0.531 731 550SM"O 00111 50 1 0&1 2,96 4.391 1597 2245 IC44 1995 1 4.285 1287 3853 3685 5350 2532 1476 6594 2346 1-391 3,427 0.531 591 VVUU-IICIgRt to UIItRUIe55 r2111U eXCeedS ZUu. Weo stirrers are required at an support points and concentrated toads. 'Allowable moment includes cold work of forming. See Table Notes on page 6. Copyright ®20 f f by the Steel Stud Manufacturers Association Table Notes 1. The centerline bend radius is based on inside corner radii shown in the steel thickness table on page 5. 2. Web depth for track sections is equal to the nominal height plus 2 times the design thickness plus the bend radius. 3. Hems on non-structural track sections are ignored. 4. Effective properties incorporate the strength increase from the cold work of forming as applicable per AISI A7.2. 5. For deflection calculations, use the effective moment of inertia. 6. 18, 27 and 30 mil track material considered non-structural, based on ASTM C645. (T) Track Section Properties Gross Properties Effective Pro (33 ksi) . ENecove Prop.1SO)(s1) Torsional Proper"" Secbm Area Weight Ix Sx Rx ht Ry Ixe Sxe Me Vag he sxe Ma WO Jx/000 Ow Xo m Ro 6 ) (Inj (Itch) (j') (Inj (in) Cm') tin) M9 (0) (In-k) (1b) Cik) Cm) M M 182IWI 00150 0.077 026 0041 0,047 0.733 0013 0.411 0030 0025 0,50 302 OA09 0.007 -0.878 0.603 1215 OA78 162T125-27 00283 0117 040 0063 O.D72 0.735 0020 0.410 0.050 0044 087 541 0031 0010 -0.672 0,501 1211 0,482 162T12" 00312 0.129 044 0070 0079 0735 0.022 0.409 0.057 0,050 1.00 697 0,042 0012 -0.870 0.500 1.210 0.483 102r12633 DAM 0,143 00 0011 0067 0,136 0024 0,404 OA66 0056 1.16 563 0057 0.0/3 4860 0499 1M 0.484 2=12S•15 OA0114 O.M 0.32 0.103 0079 1.051 0.016 0.400 0,078 0.045 0.90 249 0.011 OA18 -4769 OA60 1.382 0.681 250TIMI 0.0283 0.141 0.40 0,157 0.119 1053 0022 0.390 0.129 0079 156 6BS 0,038 0027 .0763 OAST 1360 0.085 250T125.30 0.0312 0.156 0.53 0.173 0131 1053 0.025 0.397 0.145 0.090 1.77 832 0.051 0.030 41.762 0.456 1.359 0.686 26OT12633 0,0346 0.173 W% 0.192 0,145 U54 0027 0397 0.166 0.103 2.03 ON OA69 OA33 -0.700 0456 ON 0.657 25OT12543 00451 0225 0.77 0.250 0.188 1.055 0035 0.395 0231 0147 2.91 1356 0.153 0A42 -0.755 OA53 IA% 0.690 250T126-U 0D566 0282 0.96 0318 0236 1.062 0043 0,392 0.310 0203 4,01 1692 0297 OM 164 2563 03M OA51 4749 0.449 1,367 U96 25DT125M a0713 0356 1.21 0.408 0.297 1,072 0.054 0389 0.408 0.261 5.56 2111 OA02 0262 7.85 3199 0602 0069 -0.740 0.444 1380 0.704 25OT15027 00283 0.156 OM 0.181 0137 1078 0.037 OA06 0,139 0052 1.61 655 0.042 0044 -0.976 OSTS IAA OM 250T150-30 0.0312 0,172 0.58 0.199 0151 1078 OA40 0486 0.157 0.093 1.83 832 0.056 OA49 A.975 0.574 1.533 0.595 250TIW33 00346 0.190 0.66 0.221 0167 1079 0045 0465 0,179 0107 2,11 1024 0075 0054 4973 0.573 1532 e5% 250T15043 0.0451 0248 0.84 0.289 0217 1.080 0.058 0.483 0262 0.154 3.03 1356 0.168 0,070 -0,968 0570 1529 0599 25OT15054 0.0566 0.311 106 0388 0273 1.088 0072 0481 0342 0213 4.22 1892 0.325 0.107 5,89 2563 0332 0089 .0.961 0566 1.529 0.605 250T150M DA713 0391 1.33 0.472 0344 1099 0.069 0,478 0465 0,299 5.92 2111 DA45 0176 8.27 3199 0,663 0.114 -0.953 0.661 1.531 0.613 2WT20033 0-0316 0225 0.76 0.200 0212 M17 0,097 069 0203 0112 2.22 1024 OA90 0fl5 -tAt8 e513 1921 0.455 25OT200-43 O.MI 0293 1.00 0366 0275 1.118 0,128 0,657 0286 0163 3.21 1356 0.198 0153 -1.413 0,810 1.918 OA57 25OT200-54 00556 0.367 1.25 OA66 0346 1.127 0157 0.654 0,396 0220 451 1692 0371 0.209 525 2563 0.392 0.195 .1405 OBD6 1917 OAV MM58 OA713 0.462 1.57 OAM 0.437 1.139 0196 0.852 0.548 0.324 6.41 2111 0517 0.298 0.86 3199 0.783 0251 -1.396 OBOO 1.916 0.469 35OT12&16 00180 010 036 0119 0121 1.394 0016 OM 0.174 0.063 1.25 175 0.013 OA38 -0675 0415 1.5% 4.821 35OT125-27 0.0283 0.170 0.58 0.331 0.182 1.396 0,025 0381 0.277 0.128 2.53 590 6,045 OAS-/ -0.670 0.416 1.596 0.823 35OT126.30 0=2 0.187 0.64 0.365 0200 1.396 0.027 0.360 0312 0.145 296 790 0051 0063 -0669 OA15 1.694 0921 35DT12533 OAM 0207 0.71 0.405 0.222 1397 0030 0379 03M 0.105 3.27 1024 0.063 0070 -DAM 6.414 1.594 0824 350T12543 00451 0270 0.92 0528 0288 1,397 OOM 0377 0490 02M 4.61 1739 0.163 OA90 -0563 GA12 1592 0.826 350T125.54 OA566 0.339 1.15 0.668 0.361 IA04 0,048 0.375 0.651 0.317 6.26 2392 0.626 0.297 6.69 3372 0.362 0.114 -0.658 0.408 1.595 0.830 36DT1250 00713 0.427 1.45 0.551 0,454 1,02 0.069 0372 OA51 0A33 8.55 2994 OM 0407 1218 4535 0,723 0.144 -0650 0.403 13% 0.035 350T15027 0A283 OA84 043 0377 0.2D7 1,431 0041 OA70 0.298 0.132 2,62 590 0.049 0.094 -OM9 0529 1.739 0.750 35OT15M OX12 0203 009 0,416 0228 1.432 0045 0.459 0336 0150 2.96 790 0066 0.103 .0.567 0.529 1.T39 0.751 35OT150-33 0.0348 0225 0.76 OA61 0253 1.432 0A49 OA69 0.382 0.171 3.39 1024 OA90 0.114 48M 0.527 1.7M 0.752 3SDT15043 00451 0"3 1,DO 0.501 0328 1433 0064 OA67 0531 0,243 4.80 1739 0,190 0,148 .0.861 0.525 1.736 0.754 350TISO-64 0.0566 0367 1.25 0.761 0,412 1.440 0.079 0465 0.712 0.332 6.57 2392 0579 0.310 9.28 3372 0.392 0.187 -009 0,521 1.738 0.758 35OT150.68 0.0113 0462 157 0,972 0518 1450 0.099 0462 0957 OA59 9.07 2994 0.919 0.426 12.81 4536 0,763 02M 4.847 0.5% 1,741 0.763 35OT2DO-33 0.OM6 0259 0.86 0.574 0315 1487 0.108 0647 0428 0,101 3.57 1024 0.103 0249 -1285 0.761 2.069 0.614 35OT20043 00451 0336 1.16 0,749 0409 1489 0.140 0645 0600 0257 5.D9 1739 022D 0323 A260 0.158 2066 0.616 35OT2O054 0.0566 0.424 1.44 0.949 0.513 1496 0.175 0642 0.814 0.355 7.01 2392 0.770 0.329 9.85 3372 OA53 0.409 -1273 0,754 2.067 0.621 35OT20068 00713 0534 1Q 1.20 6w17 1.500 0710 0.639 1.112 0,496 9.80 2994 1.064 0.458 13.71 4536 0904 0522 .1.264 0.749 2A69 0.626 362T125-18 ODIN 0,115 0.39 0237 0.126 1.435 0.017 0380 0.189 0,066 1.29 1N 0014 0.042 -0665 0413 1On 0.933 352712547 00203 OA73 059 0356 0.191 1.436 0025 0375 0.301 0.135 2,66 569 0046 0062 .0.651 0.411 1627 0835 362T125-30 00312 0191 0.65 0395 0.210 1438 0.027 0,378 0339 0.152 3.01 762 0062 0068 -0.659 0.410 1626 0,836 362T 125-M 00346 0212 0.72 0A38 0232 IA38 OMO 0377 0.364 OA74 3,44 1024 0.085 0.076 -069 0A09 1626 0536 362T12543 0.0451 0276 0.94 0571 03D2 1439 0039 0375 0.531 0.245 04 1739 0.187 0.0% -0.654 0.407 1625 0838 362TI" 00566 0346 1.18 0723 0378 1446 0048 0373 0,705 0.332 657 2480 0678 0312 934 3372 0369 0.123 -0648 0404 1627 050 362T125-68 00713 0.436 IA8 0921 0475 1.454 0050 0.370 0.921 0.453 8.95 3104 0,907 0427 12.78 4703 0.730 0156 -0641 0399 1631 0.846 362T15027 00283 0187 0.64 0408 0217 1475 0041 0468 0323 0.140 2.75 $69 0050 0.102 -0857 0524 1762 0.766 362T76030 00312 0.207 0.70 0449 0,239 1.475 0045 0467 0364 0,158 3A2 762 0067 0.112 -0.8% 0523 1768 0.766 362115033 00946 0.229 0,70 0499 0264 1475 0050 0467 0414 0.180 3.56 1024 0091 0124 4W 0522 1367 0-766 362T15043 0.0451 0298 1.02 0650 0.343 1476 0,064 0.465 0574 0.255 5.04 1739 0,202 0160 .0850 0519 1766 0.768 n .' a 1 111. z�e. 17 0 -0844 0516 17W 0772 - - 362T15M 0010 0471 4,60 1.0°dl...0, 2 1492 1. . 4 0993 9 1343 1703 0799 0.257 -0836 0511 1.771 7 7 362T20033 09340 0264 090 0.619 0328 1632 0110 0.646 OA64 0190 3.76 1024 0.105 0269 -1.270 0754 2092 0631 362T20043 00451 0343 117 0800 0427 1.534 0.142 0.643 0.649 0.270 5,34 1739 0233 0350 -1265 0.752 2090 0.633 362T20054 0,0566 0431 1.47 1024 0536 1541 0177 0640 0879 0372 735 2480 0832 0345 1034 3372 0460 0442 -1259 0746 2,091 0637 362T20066 OAM 0543 1.65 1307 0675 1,552 0,221 0638 1,199 0.519 10.26 3104 1,138 0480 1437 4703 D919 0,564 -1.250 0,743 2,093 0643 400T125-10' 00188 OA22 041 0,297 0144 15M 0017 0374 0.241 0072 1,42 153 0014 0052 -0.637 OAM 1.726 0.654 400T125-27 00283 0.184 063 0.449 0217 1562 0.025 0.372 0380 0.156 3.08 515 0.049 0078 -0633 0.398 1.726 0.866 40OT125-30 00312 0203 065 0,495 0 234 1562 0 028 0 371 0.427 0176 349 609 0 066 0 065 -0 632 0 397 1.726 0.866 400TI2533 0.0346 0225 076 0.549 0265 1563 0,031 0371 0,484 0201. 3.97 940 0.090 0.095 -0.630 0.396 1.725 0.867 400T I2543 00451 0 293 106 0 71C 0 344 1563 0.040 0 369 0 666 0 282 557 1739 0.198 0122 -0626 0.394 1.724 0868 400TI25.54 005N 0367 125 0.904 0431 1569 0049 0366 0.682 0301 7.53 2739 OA49 0359 10..74 3372 0,302 0154 -0.621 0.390 1.727 0.871 400T 12668 00713 0462 151 1150 0541 1517 0061 0363 1150 0517 10.22 3435 1.134 0480 1462 5205 0783 0194 -0614 0366 1731 0.874 400TI%27 00283 0.198 067 0.5M 0246 1,602 0.042 0461 0409 0.154 3.04 516 OA53 0127 -0824 0.509 1AMO 0.804 400T 15030 0.0312 0 218 074 0561 0 271 1603 0 046 0.461 0 468 0.193 361 689 0 071 0140 -0 823 0.508 I.OM 0.804 40DT150-33 0.0346 0242 082 0.622 0300 1,603 0051 0460 0519 0206 412 940 0097 0.155 -0821 0.507 1.859 0805 400TI%43 00461 0315 107 0811 03N 1604 0066 0468 0719 0293 5.80 1139 0214 9200 -0817 0504 1.857 0807 40DTI%54 006M 0396 135 1,025 0.489 1610 0082 0456 1 0960 0399 789 2739 1 0.918 0374 11.19 3372 0422 0252 -0.811 0.501 1.860 0.810 I Web -height to thickness ratio exceeds 200, Web stiffeners are required at all support points and concentrated loads. 2 Allowable moment includes cold work of forming. CALCULATION SHEET SUBJECT. DATE- JOB NO: IVHa STRUCTURAL ENGINEERS BY.. SHEET: 0 6 t4A--4K- (Af(, ej f, vlAtji t api) -T0 4T A-V to e s �- (1, 5-(7,) -Z �7' � e f- )-A-- elk lit., ) I A =- �&D 1-4 s to p5z. L y (.1 -5 e, 3900 Cover Street, tong Beach, CA 90808-177 3 562,985.3200 P 562.985.1011 F VAvwmhPse.com CALCULATION SHEET SUBJECT. ._..... _... DATE:. _ JOB NO: IVH:J STRUCTURAL ENGINEERS _.__. _ _.... _ BY: SHEET: (}� r'� (I- a �..- 5 me, �wl� ca r t' 5'c r'* W-' 3900 Cover Street, Long Beach, CA 90808-1773 562.985,3200 P 562.985,101 1 F www.mhpse.com CALCULATION SHEET mi SUBJECT:_ _ _._... ....... _. DATE: JOB NO... STRUCTURAL ENGINEERS _. .. __... ..... _ BY: ---...._._ SHEET 6-wi..146 ONN5 : f�D4-- 7.-1-' tA A,)( 59arj �3 sk (if.,/11Z )( / 4i� j = t) tF/CIn Oio /A s 3900 Cover Street, Long Beach, CA 90808-1773 562.985.3200 P 562.985.1011 F wvvwmhpse.com CALCULATION SHEET SUBJECT. DATE: JOB NO. IVH:J BY: Jqy - STRUCTURAL ENGINEERS SHEET' 3900 Cover Street, Long Beach, CA 90808-1773 562.985.3200 P 562.985,1011 F www.mhpse.com GA Screw Table Notes 1. Capacities based on section E4 of the AISI 2004 Specification. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. Tabulated values assume two sheets of equal thickness are connected. 3. Capacities are based on Allowable Strength Design (ASD) and include safety factor of 3.0. 4. Where multiple fasteners are used, screws are assumed to have a center -to -center spacing of at least 3 times the nominal diameter (d) 5. Screws are assumed to have a center -of -screw to edge -of -steel dimension of at least 1.5 times the nominal diameter (d) of the screw. 6. Tension capacity is based on the lesser of pullout capacity in sheet closest to screw tip, or pullover capacity for sheet closest to screw head (based on head diameter shown) 7. Note that for all tension values shown in this table, pullover values have been reduced by 50% assuming eccentrically loaded connections that produce a non -uniform pull -over force on the fastener. 8. Values are for pure shear or tension loads. See AISI section E4.5 for combined shear and pull -over, 9. Higher values, especially for screw strength, may be obtained by specifying screws from a specific manufacturer. See manufacturer's data for specific allowable values and installation instructions. 10. Shear and tension data for screws was developed with the assistance of the Wei -Wen Yu Center for Cold -Formed Steel Structures (CCFSS), using manufacturers' data and evaluation reports available at the time of publication. Allowable Screw Connection Capacity (Pounds Per Screw) TZWF4a io 0.138' dia;114' Head 0.164' dia; 5116' Head 0.190' dia; 0.340' Head Q21V dhr 4. W He0d ` 0.250 dla; 0.409' 'Head Shear Tension Shear Tensbn Shear Tertsial St►ear Taman Shear Tension 18 0Ai88 33 33 77 Om 33 33 44 62 24 37 48 89 29 43 52 33 55 38 60 44 30 0.0312 33 33 95 40 103 48 96 111 50 55 102 118 57 63 1t0 127 66 73 33 0.0346 33 45 :...__.. O.Wl ,_ 33 ,.,_ 45 161 )2 61 �A....,,,.« .w.> 164 ih 84 lee 95 203 Ito 244 303 363 gb Its 370 ._ _...1 137 3% Tie .....�.,, 424 180 54 0.0566 33 45 68 0.0713 33 45 214 214 84 84 97 0.1011 33 45 214 84 303 118 116 406 406 159 150 525 525 196 205 600 M4 227 275 118 0.1242 33 45 1 214 84 I 303 I 11B I - 159 525. 205 AN 275 0.0566 50 68 0.0713 50 65 214 214 6/ 84 303 303 118 486 159 525 201 613 261 97 0.1017 50 65 214 & 303 118 11B 406 406 159 159 525 525 205 205 704 704 275 275 118 0.1247 SO 65 214 84 32 t18 406 159 1 625 205 1 704 275 Weld Table Notes 1. Capacities based on section E2.4 (for fillet welds) and E2.5 (for flare groove welds) of the AISI Specification. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values, 3. Capacities are based on Allowable Strength Design (ASD) and include appropriate safety factors. 4. Weld capacities are based on either 3/32" or 1/8" diameter E60 or E70 electrodes. For materials thinner than 68 mil, 0.030" to 0.035" diameter wire electrodes may provide best results. 5. Parallel capacity is considered to be loading in the direction of the length of the weld. 6. For flare groove welds, the effective throat of weld is conservatively assumed to be less than 2t. Allowable Welds Capacity (Pounds) for V Long Welds Thickness (MNs) Desip Thickness Fy Y1dd (ks) Fu (ksl} t � .. .,, f GFpolre lhpeld6 Parallel z Pelpar Parallel Perpendicular 43 54 OA451 0.0566 33 33 45 45 619 0 864 I;OB4 5" 663 682 632 68 97 00713 01017 33 33 45 45 1,082 1.618 1,365 1$47 859 1,048 1226 1,495 118 54 01242 00566 33 50 45 55 Note 1 NOW 1 Note 3 Nob 3 68 9i 0,0713 50 65 1,188 1,663 1,566 1,972 985 1202 1,241 1,514 1t8 0.M17 0.1242 50 50 65 6' 2,337 No1e 1 2,813 Nole 1 1,T77 2,15.a Note 3 Note 3 � Fnriillet walrlc d7C1 c4nn e..,,�t:.... co e w ......,.. �._ _�__,__� �_....., __,. -.. . 2 - -- - ••-• , .... �. -+ mw, uc snacked tvr t t o rn71 rnatenat, or whenever the tnickness of the thinnest part is greater than 0.10 inch. For weld lengths greater than 1 , equations E2.4-1 and E2.4 2 must be checked. ' For flare groove welds, AISI S100 equation E2.5-4 must be checked for 118 mil material, or whenever the thickness of the thinnest part is greater than 0.10 inch. Copyright @ 2011 by the Steel Stud Manufacturers Association m IE 11.2.2 Wood Screws 11.2.2.1 The withdrawal design value, in lb./in. of penetration, for a single wood screw (cut thread or rolled ihmad) inserted in side grain, with the wood screw axis perpendicular to the wood fibers, shall be determined from Table 11.213 or Equation 11.2-2, within the range of spe- cific gravities and screw diameters given in Table 11.213. Nominal design values, W, shall be multiplied by all ap- plicable adjustment factors (see Table 10.3.1) to obtain allowable design values, W'. W = 2850 G2D (11.2-2) 11.2.2.2 Wood screws shall not be loaded in with- drawal from end grain of wood. 11.2.2.3 When wood screws are loaded in withdrawal, the allowable tensile strength of the wood screw at net (root) section shall not be exceeded (see 10.2.3). 11 (J _V� 11.2.3 Nails and Spikes 11.2.3.1 The withdrawal design value, in lb./in. of penetration, for a single nail or spike driven in the side grain of the main member, with the nail or spike axis per- pendicular to the wood fibers, shall be determined from Table 11.2C or Equation 11.2-3, within the range of spe- cific gravities and nail or spike diameters given in Table 11.2C. Nominal design values, W, shall be multiplied by all applicable adjustment factors (see Table 10.3.1) to obtain allowable design values, W. W =1380 G512 D (11.2-3) 11.2.3.2 Nails and spikes shall not be loaded in with- drawal from end grain of wood. 11.2.4 Drift Bolts and Drift Pins Drift bolt and drift pin connections loaded in with- drawal shall be designed in accordance with principles of engineering mechanics. Table 11.213 Cut Thread or Rolled Thread Wood Screw Withdrawal Design Values (W)l Tabulated withdrawal design values (W) are in pounds per inch of thread penetration into side grain of main member. Thread length is approximately 2/3 the total wood screw length (see Appendix L). Specific Wood Screw Number Gravity G 6 7 8 9 10 12 _ 14 16 18 20 24 0.73 209 229 249 268 288 327 367 406 446 485 564 .0.71,01, s198 .. 216 14 45, 0.68 181 199 216 233 250 284 318 352 387 421 489 0 67.:. 47t 193 204 * 0.58 132 144 157 169 182 207 232 256 281 306 356 0.55 1,19 130 141 M 1 2 ,. ; r :. 0.51 102 112 121 13I 141 160 179 198 217 237 275 0,50: 48 107 1 28,':. 0.49 94 103 112 121 130 147 165 183 201 219 254 0.47 87 95 103 lrl 1 . N w�f, . =13b.. 152 . ' :16" ...;$5. 20I , . 234` 0.46 83 91 99 107 114 130 146 161 177 193 224 0.44 76 83 90 ; .'97 � 119 13}3 § ` 62 ` 1.76 �'205 0.43 73 79 86 93 100 114 127 141 155 168 196 0.41 66 72 78 85 91 103 116 128 141 153 178 4.40 63 69 7581`,..,l46 =` :fG9 0.39 60 65 71 77 82 93 105 116 127 138 161 0.38 57 62 G7- 73 :`�_{<',89, g9°t , 11.0KW.121 -' 131 .. 153. 0.37 54 59 64 69 74 84 94 104 114 125 145 0.36 51 56 60 >f5 A 7U " ".;80 ,. ;- k1 , '9, _ 0.35 48 53 57 62 66 75 84 93 102 111 130 0.31 38 41 45 48 S1. " 59 66 73 80 87 102 1. Tabulated withdrawal design values (W) for wood screw connections shall be multiplied by all applicable adjustment factors (see Table 10.3.1). AMERICAN FOREST & PAPER ASSOCIATION CALCULATION SHEET • SUBJECT: DAM JOB NO: STRUCTURAL ENGINEERS BY: "EET wrk� V-T ns S 1-ZOWD - c � r (z-;')6 0' ) = -5 2t " o o 2 3900 Cover Street, Long Beach, CA 90808-1773 562,985,3200 P 562,985.1011 F www.mhpse.com SUBJECT: IVH:l STRUCTURAL ENGINEERS CALCULATION SHEET DATE: JOB NO By SHEET, jL 0 W.- ey lAiSe 3900 Cover Street, Long Beach, CA 90808-1773 562.985.3200 P 562.985.1011 F www.mhpse.com Design Maps Summary Report pav-ror- Elfio Design maps Summary Report User —Specified Input Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.12848"N, 117.247W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/H/111 04;', �P Vista .1-- Wa s Z, J 01111 4n S2 Isbad 4� 0 7. S211 X11i, 0 CS11) 6 'T USGS—Provided Output Ss = 1.032 g Sms = 1.122 g SDs = 0.748 g Si = 0.401 g Sm., = 0.641 g S,i = 0.427 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MC4 Response Spectrum 1.26 1-09, 0, N; 0194, 0.24- 012 0, 00 000 020 040 also too 1,00 1,20 1,40 1,40 1.90 2.00 Period T 11sec) Design ReSP011156 Spectrum on- 02011 072 - 064 056 fi 0,40 0.40 0.22, 0124-. 109 1 - 0100.1 000 000040 0,40 040 0#0 LOCI," 11.40 ISO too 2,00 Parried, T ("0 For PGA„,, T,, C,s, and C,, values, please view the, detailed report. http://ehp4-earthquake.cr.usgs.gov/desigmnaps/us/summary.php?template=minimal&latitud... 4/7/2015 CALCULATION SHEET SUBJECT: DATE JOBNO: Mill :2 BY. SHEET: t(O oj III STRUCTURAL ENGINEERS M F rIAD ON Z11(0 '/.o 71"rkhooD (v) Z. ©�S C9, 14041 o e5f 2m- 0a� zo p5f L I V V t otkD � y 1� -f'l A/ L, L 0 )%� 1) 1 Iq (I Od IW5W� '- Lk)t>V tjqt li)Av u'- ry I (om '- Ta" 0. 001 WTI -- 160 RNA 3900 Cover Street, Long Beach, CA 90806-1773 562.985.3200 P 561985.1011 F www.mhpse.com CALCULATION SHEET swCT o 13.- qV'- DATE: JOB No: mi :2 BY: SHKT.--a-'Ok STRUCTURAL ENGINEERS +V, i f 01 2- t S-z AT T V. jal';3,4 Tolr(ty 110 Vl'� 4- q IJ'f W e VAJt"T iy OF uWT5 kt> (m *Ds7h&1405 or, -t7A54t�. %001A. 1-4 T. 45 1 " OV- 3900 Cover Street, Long Beach, CA 90608-1773 562 98S3200 P 162.985,10I i F w,"mm1hpsecom CALCULATION SHEET SUBJECT: �CQ Q/'+N DATE:..�5 JOB NOMill :1 ---- -: BY: � SHEET: loo Z3 STRUCTURAL ENGINEERS -.__. - --- --- -- —_- L407o U VAyti er! Iti f�-A tors& w")7 ��- MU Ti-- c fist r 3900 Cover Street.1 ong Peach, CA 90808-1773 562985 3LOO P 562,985.101! I F lxar .nlhpsacom \'I , -1 '1 Wood Beam Description : 2x6 roof joists at Mech unit CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Prio trues pe Analysis Method : Allowable Stress Design Fb - Tension 1,000.0 psi E : Modulus of Elasticity Load Combination ASCE 7-10 Fb • Compr Fc - Prll 1,000.0 psi 1,650.0 psi Ebend- xx 1,500.Oksi Eminbend - xx 550.Oksi Wood Species Douglas Fir - Larch Fc - Perp Fv 625.0 psi 180.0 psi Wood Grade : Construction Ft 650.0 psi Density 32.210pcf Beam Bracing Beam is Fully Braced against lateral -torsion buckling D(0 067) WO 02) ♦ V • V _ Applied Loads_. Uniform Load : D = 0.0670, Lr = 0,020, Tributary Width =1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio - 0.9451 Section used for this span 2x6 fb : Actual = 850.51 psi FB : Allowable 900.00psi Load Combination +D+H Location of maximum on span = 4.000ft Span # where maximum occurs - Span # 1 Maximum Deflection 2x6 Span =8.0ft Service bads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio = 0.268 : 1 Section used for this span 2x6 fv : Actual 43.39 psi Fv : Allowable = 162.00 psi Load Combination +D+H Location of maximum on span = 7.562 ft Span # where maximum occurs = Span # 1 Max Downward Transient Deflection 0.059 in Ratio = Max Upward Transient Deflection 0.000 in Ratio = Max Downward Total Deflection 0,259 in Ratio = Max Upward Total Deflection 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V C d C FN +D+H Length = 8.0 it 1 0.945 0.268 0.90 1.000 +D+L+H 1.000 Length = 8.0 ft 1 0.851 0.241 1.00 1.000 +D+Lr+H 1.000 Length = 8.0 it 1 0.884 0.250 1.25 1.000 +D+S+H 1.000 Length = 8.0 ft 1 0.740 0.210 1.15 1.000 +D+0.750Lr+0.750L+H 1,000 Length = 8.0 ft 1 0.833 0.236 1.25 1.000 +D+0.750L+0 750S+H 1.000 Length = 8.0 ft 1 0,740 0.210 1.15 1.000 1615 0 <360 371 0 <240 C i Cr Cm C t CL 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Moment Valves Shear Values M fb Pb V tv Pv 0.00 0.00 0.00 0.00 0.54 850.51 900.00 0.24 43.39 162.00 0.00 0.00 0.00 0.00 0.54 850.51 1000.00 0.24 43.39 180.00 0.00 0.00 0.00 0.00 0.70 1,104.40 1250.00 0.31 56.35 225.00 0.00 0.00 0.00 0.00 0.54 8%51 1150.00 0.24 43.39 207.00 0.00 0.00 0.00 0.00 0.66 1,040.93 1250.00 0.29 53.11 225.00 0.00 0.00 0.00 0.00 0.54 850.51 1150.00 0.24 43.39 207.00 2 t 7/ _ _ fde=FF.k20t5k199ki Wood Beam CINC 19a2l"; Description : 2x6 roof joists at Mech unit Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V C d C FN C i Cr C m C t C L M fb F'b V tv F'v -, p+p gOVV+H 1.000 1.00 1.00 1.00 100 1.00 0,00 0.00 0.40 0.00 Length = 8.0 ft 1 0.532 0.151 1.60 1,000 1,00 1.00 1.00 1.00 1.00 0.54 850.51 1600.00 0.24 43.39 288,00 +D+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0,00 0,00 Length = 8.0 ft 1 0,532 0.151 1.60 1.000 1.00 1,00 1.00 1.00 1.00 0.54 850.51 1600.00 0.24 43.39 288.00 +D+0.750Lr+0.750L+0A50W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =8.0ft 1 0.651 0.184 1.60 1.000 1.00 1,00 1.00 1.00 1.00 0.66 1,040.93 1600.00 0.29 53.11 288.00 +D+0.750L+0.750S+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0,00 0.00 0.00 0.00 Length = 8.0 ft 1 0,532 0.151 1.60 1.000 1.00 1.00 1.00 1.00 1,00 0.54 850.51 1600.00 0.24 43.39 288.00 +D+0.750L+0.750S+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.532 0.151 1.60 1,000 1.00 1.00 1.00 1.00 1.00 0.54 850.51 1600-00 0.24 43.39 288.00 +0.60D+O.60W+0.60H 1.000 1,00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.319 0.090 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.32 510.31 1600.00 0,14 26.04 288.00 +0.60D+0.70E+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.319 0.090 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.32 510.31 1600.00 0.14 26.04 288.00 Overall Maximum Deflections Load Combination Span Max. ' " Dell Location in Span Load Combination Max. °+" Dell Location in Span +D+Lr+tt 1 0.2585 4.029 _--0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 _ Overall MAXimum 0.348 0.348 Overall MINimum 0080 0.080 +D+H 0.268 0.268 +D+L+H 0,268 0.268 +D+Lr+H 0.348 0.348 +D+S+H 0.268 0.268 +D+0.750Lr+0.750L+H 0.328 0.328 +D+0.750L-+0.750S+H 0.268 0.268 +D+0.60W+H 0.268 0,268 +D+0.70E+H 0.268 0,268 +D+0,750Lr+0,750L+0.450W+H 0.328 0.328 +D+0.750L+0.750S+0.450W+H 0.268 0.268 +D+0.750L+0.750S+0.5250E+H 0.268 0,268 +0.60D+0.60W+0.60H 0.161 0.161 +0.60D+0.70E+0.60H 0.161 0.161 D Only 0.268 0,268 Lr Only 0.080 0.080 L Only S Only W Only E Only H Only CALCULATION SHEET SUBJECT._.._ _ _ Planning Center Online DATE. May-15 ioeNo: - 15-0132-00 --- BY: DCF SHEET: (/, A Ali STRUCTURAL ENGINEERS Loading Criteria - Seismic - NonStructural (Fp) Site: Planning Center Online Bldg H Enforcement Code: 2013 CBC Equipment Rooftop Mech Equipment Seismic Design Force Factors ap* RID • 1p z h amp factor response mod factor importance factor height of attach point average roof height 2.5 6 1 16 16 " 2013 GBG, t able 13.6-1 Coordinates Soil Class, SS S' Fa* Fv* os 2/3*Fa"Ss Lat. Long, 2013 CBC, Tbl. 1613.5.3 (1), (2) 33.1290 -117.2470 D 1.032 I 0.401 1 1.09 1.6 0.750 " trom JAVA Grouna Motion varameter %,aicuiatur Seismic Design Force for Equipment Anchorage (rigid) FP = 0.4aPSD5WP RP 2 h) = 0.375 WP (2013 CBC, Equation 13.3-1) FP (max) = L 6SOSIPWP = 1.200 WP (2013 CBC, Equation 13.3-2) FP(min)= 0.3S„SIPWP = 0.225 WP (2013 CBC, Equation 13.3-3) Fp(Govern) = 0.375 WP Working Stress = 0.7xFp = 0.262 WP (2013 CBC §13.1.7) Anchorage to Masonry or Concrete? (Y/N) N When anchoring equipment to masonry or concrete, anchors shall be proportioned to carry the least of: a. 1.3 times the force in the component and its support due to the prescribed forces. b. The maximum force that can be transferred to the anchor by the component and its supports. (2013 CBC §13.4.2) �Fp = 0.262 WP j (Working Stress) H:\2015\150132\4_Engineering\150132MHP Equipment Anchorage 81.xlsx 4500 E. Pacific Coast Hwy., Suite 100, Long Beach, CA 90804 562.985.3200 P 562.985.101 1 F www.mhpse.com 01/09 CALCULATION SHEET SUBJECT: Planning Center Online Bldg H DATE: May-15 iOBNO: 15-0132-00 BY: DCF SHEET. �j� U 23 STRUCTURAL ENGINEERS ---- -�- __---. -- - Equipment Anchorage UNIT: Typ mech unit Wp = 700 Ibs (max) 0.7xFp= 0.262 Wp 0.7 x Fp = 184 Ibs FP Sds = 0.750 lbs h= 55in hl = 41.5 in r� d = 50 in anch./side = 3 -`-- - # anch. = 6 a Fp xh, 0,6xWP 0.2xs,,, x0.7xW,, T(Max) _ — + — (# anch / side) x d # anch # anch T(max) = -7 Ibs/bolt Use T = 0 Ibs/bolt NO UPLIFT _ Fp V'nax _ (# anch) V(max)= 31 Ibs/bolt 1/2" dia lag screw (4" min pen.) T(allow) = 1512 Ibs/screw V(allow) = 290 Ibs/screw USE 1/2" dia lag screw 4" min en. H:\2015\150132\4 Engineering\150132MHP Equipment Anchorage B1.xlsx 3900 E. Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.mhpse.com 01 /09 N C8 I 5- I Isq CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD N RCC-PRF-01-E Project Name: Tenant improvement Calculation Date/Time: 11:51, Thu, May 21, 2015 Page 1 of 6 �:n]: ,rt rantar nnlina-u-rnrlchnd Yml Compliance Scope: Addition to an txisung bunamg •••ram• • ••� -�• - - -- - - A. GENERAL INFORMATION 01 Project Address 2788 Gateway Road, Building H 21 Compliance Software EnergyPro 6.5 City Carlsbad 22 Compliance Manager Version BEMCmpMgr 2013-3a (687) 02 Zip code 23 Rule Set Filename Constructed At Runtime 03 04 Climate Zone ClimateZone7 24 Building Type Nonresidential 05 Building Front Orientation 0 25 Construction Type 06 Number of Above Grade Stories 1 26 North Wall Area (ft2) 914 Number of Below Grade Stories 0 27 East Wall Area (FT2) 1,184 07 08 Number of Dwelling Units 1 28 South Wall Area (ft2) 864 09 Total Conditioned Floor Area (ft2) 6,768 29 West Wall Area (ft2) 1,128 10 Total Unconditioned Floor Area (ft2) 30 Total Exterior Wail Area (ft2) 4,090 11 Addition Conditioned Floor Area (ft2) 31 North Glazing Area (ft2) / Glazing Ratio 490 / 54% 32 N33South East Glazing Area (ft2) I Glazing Ratio 560 / 47% 12 Addition Unconditioned Floor Area(ft2) 13 Number of Thermal Zones 1 Glazing Area (ft2) / Glazing Ratio 446 / 52% 14 Number of Thermal Zones (conditioned) 1 34 West Glazing Area (ft2) / Glazing Ratio 698 / 62% 15 Number of Air Systems 1 35 Total Glazing Area (ft2) /G itng 2195 / 54% 16 Number of Zonal Systems 0 36 Roof Area (ft2) 6,768 17 Number of Terminal Units 0 37 Skylight Area (ft2) / Skylight -Roof -Ratio 0 / 0% 38 18 19 39 20 40 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance Report Version: PRF01-06032014-687 Report Generated at: 2015-05-21T11:52:14 CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Tenant Improvement Calculation Date/Time: 11:51, Thu, May 21, 2015 i......r cae ki w. oDlnnninv rpntar Onlinp-H-Carisbad.Xml N RCC-PRF-01-E Page 2 of 6 Compliance Scope: Addition to an Exisung aunun,S ...r......_ ......_..........a ------- _ B. COMPLIANCE RESULTS 01 BUILDING COMPLIES 02 Special Features are Required -TBD 03 HERS Verification is Required - TBD ANNUAL TDV ENERGY USE SUMMARY (kBtulft2lyr) 04 05 06 07 Energy Component Space Heating Standard Design 2.4 83.7 Proposed Design 1.6 47.0 Compliance Margin 0.8 36.7 Percent Better than Standard* 33.3% 43.8% Space Cooling Indoor Fans 160.9 130.1 30.8 19.1% Heat Rejection Pumps & Misc. Domestic Hot Water 4.6 16.2 -11.6 -252.2% Lighting 43.6 295.2 43.6 238.5 56.7 0.0% 19 2%. COMPLIANCE TOTAL Receptacle 112.8 112.8 0.0% Process — _ Process Lighting — 408.0 351.3 13.9% TOTAL C. OCCUPANCY SUMMARY INFORMATION - 01 02 03 04 05 O6 07 08 Occupancy Type Floor Area (ft2) Installed Lighting Power (Watts) Lighting Control Credits (Watts) Allowed (Baseline) Lighting Power General Lighting Power Allowance (Watts) Additional (Custom) Allowances Area Category (Watts) Tailored Method (Watts) Total Allowed Lighting Power (Watts) Office (Greater than 250 square feet in floor area) 6,768 5,076 5,076 5,076 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance Report Version: PRF01-06032014-687 Report Generated at: 2015-05-21T11:52:14 CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD N RCC-PRF-01-E Project Name: Tenant Improvement Calculation Date/Time: 11:51, Thu, May 21, 2015 Page 3 of 6 i --...► ea.. N-Dinnnina r•antar 0nlinP-H-rarlshad.xml Compliance scope: Aaamon to an cxisung ou11U111r, - - - - D. ENVELOPE SUMMARY INFORMATION 01 02 03 04 05 06 07 08 Assembly Layers Certified Surface Name Surface Type U-Factor / F-Factor / C-Factor Cool Roof Framing Type Framing Spacing R-value R-30 Roof(R.30.2xl2.16)9 Roof U-0.04 Asphalt shingles - 1/4 in. Wood Roofl6inOC R-0.45 R-0.06 Vapor permeable felt - 118 in. Plywood - 1 /2 in. R-0.63 Air - Cavity - Wall Roof Ceiling - 4 in. or R-0.92 more R-30 Cavity Composite Framing R-0.45 Gypsum Board - 1/2 in. Concrete Wa1111 ExteriorWall U-0.45 Concrete - 1401b/ft3 - 6 in. R-0.44 R-0.92 Air - Cavity - Wall Roof Ceiling - 4 in. or more Slab On Grade57 UndergroundFloor F-0.73 Concrete - 140 Ib/ft3 - 6 in. R-0.44 E. FENESTRATION SUMMARY INFORMATION 01 02 03 04 05 06 07 08 Name Fenestration Type Certification Method Assembly Method Frame Type U-value SHGC Double Metal Tinted -Ex Sliding DefaultPerformance Manufactured MetalFraming 0.76 0.6 0.55 44 Dual Metal Tinted -Alter. Sliding NFRCRated Manufactured MetalFraming 0.45 0.32 0.5 F. MECHANICAL SYSTEM SUMMARY INFORMATION 01 02 03 04 05 Equipment Name Equipment Type Qty Cooling Heating Type SEER EER Rated Output kBtuh 'Type AFUE HSPF Thermal Eff. Rated Output kBtuh Supplemental H eat Source Supplemental Rated Output kBtuh HVAC 1-73 SZHP 7 DirectEx pansion 13.5 11.5 40 HeatPump 40.0 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance Report Version: PRF01-06032014-687 Report Generated at: 2015-05-23T11:52:14 CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Tenant Improvement Calculation Date/Time: 11:51, Thu, May 21, 2015 a esl-- ki——..•ol......i.,n !-an*ar r-,nnno-4l-r-arlGhad.Xml N RCC-PRF-01-E Page 4 of 6 Compliance scope: Aaamon to an txisung ouiiumg G. MECHANICAL SYSTEM ECONOMIZER AND FAN SUMMARY INFORMATION r -- - - - 01 02 03 04 05 Equipment Name EconomizerType Outside Air Supply Fan Return Fan CFM CFM HP BHP Control CFM HP BHP Control HVAC 1-73 DifferentialDryBulb 145 1400.0 1 1 ConstantVol ume H. CHILLER SUMMARY INFORMATION Not Applicable i. COOLING TOWER SUMMARY INFORMATION Not Applicable J. BOILER SUMMARY INFORMATION Not Applicable K. CENTRAL MECHANICAL SYSTEM - PUMP SUMMARY INFORMATION Not Applicable L. TERMINAL UNIT SUMMARY INFORMATION Not Applicable L-1. ZONAL SYSTEM SUMMARY INFORMATION M-1. DHW SUMMARY INFORMATION: FLUID SYSTEMS 01 02 03 DHW Heater Name Fuel Source Type 30 Gal Electric DWH2 Electricity Storage .ca nof2ilad Ai iddinn Ranort for additional information on the domes Not Applicable 04 05 Distribution Rated Input Btuh Nonrecirculating 1 15359 06 07 108 Effiency EF or RE Standby loss Btuh Tank External R-value 0.93 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance Report Version: PRF01-06032014-687 Report Generated at: 2015-05-21T31:52:14 CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD NRCC-PRF-01-E Project Name: Tenant Improvement Calculation Date/Time: 11:51, Thu, May 21, 2015 Page 5 of 6 Compliance Scope: Addition to an Existing Building Input File Name:Planning Center Online-H-Carlsbad.xml M-2.. DHW SUMMARY INFORMATION: RECIRCULATION DHW SYSTEMS N. EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST Not Applicable Not Applicable. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance Report Version: PRF01-06032014-687 Report Generated at: 2015-05-21T11:52:14 CERTIFICATE OF COMPLIANCE - NONRESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Tenant Improvement Calculation Date/rime: 11:51, Thu, May 21, 2015 Compliance Scope: Addition to an Existing Building input File Name:Planning Center Online-H-Carisbad.xml DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name:Tim Scott Documentation Author Signature: Company:Scott Design and Title 24, Inc, Signature Date Address: - specify - CEA identification (If applicable): City/State/Zip: Phone:(760) 200-4780 RESPONSIBLE PERSON'S DECLARATION STATEMENT N RCC-PRF-01-E Page 6 of 6 I certify the following under penalty of perjury, under the laws of the State of California: 1.1 hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that i am licensed in the State of California as a civil engineer, mechanical engineer, electrical engineer, or I am a licensed architect. 2.1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the person responsible for Its preparation; and that I am a licensed contractor performing this work. ign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code 3.1 affirm that I am eligible under Division 3 of the Business and Professions Code to s Sections 5537, 5538 and 6737.1. Building Owner's Name: - specify - Address: - specify - City/State/Zip: Responsible Designer Name:Peter Blackman Company:The Art Office Address: - specify - City/State/Zip: Responsible Lighting Designer Name: - specify - company: - specify - Address: - specify - City/State/Zip: Responsible Mechanical Designer Name: - specify - Company: - specify - Address: - specify - City/State/Zip: Building Owner's Signature: Date Signed: Phone: - specify - ResponsibleDesigner Signature: Date Signed: License: Phone:(760) 342-4111 Responsible Lighting Designer Signature: Date Signed: License: Phone: - specify - Responsible Mechanical Designer Signature Date Signed: License: Phone: - specify - Report Generated at: 2015-05-21T11:52:14 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance Report Version: PRF01-06032014-687 ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV-MM Project Name Planning Center Unline TI Date W 112015 DESCRIPTION Building Envelope Measures: Installed insulating material shall have been certified by the manufacturer to comply with the California Quality : f10'8(a) Standards for insulating material, Title 20 Chapter 4, Article 3. Al Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of §110.8(c): Sections 2602 and 707 of Title 24, Part 2. The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R-value §110.8(f): of no less than R-13 between framing members. All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, §110.7(a): weatherstripped or otherwise sealed. Manufactured fenestration products and exterior doors shall have air infiltration rates not exceeding 0.3 cfm/ft.2 of §110.6(a): window area, 0.3 cfm/ft.2 of door area for residential doors, 0.3 cfm/ft.2 of door area for nonresidential single doors (swinging and sliding),and 1.0 cfm/ft.2 for nonresidential double doors (swinging). §110.6(a): Fenestration U-factor shall be rated in accordance with NFRC 100, or the applicable default U-factor. Fenestration SHGC shall be rated in accordance with NFRC 200, or NFRC 100 for site -built fenestration, or the §110.6(a) : applicable default SHGC. Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be §110.6(b): weatherstripped (except for unframed glass doors and fire doors). EnergyPro 6.5 by EnergySoft User Number. 6712 RunCode: 2015-05-21 T11:52:47 ID: Page 9 of 23 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date Planning Center Unline TI 5/21/2015 System Name Floor Area HVAC 1-7 6,768 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 7 COIL CFM Total Room Loads 8,975 Return Vented Lighting Return Air Ducts Return Fan Ventilation 1,354 Pp Y Fan Supply Supply Air Ducts COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per S tem 40,000 181,074 10,490 9,032 134,738 Total Output Btuh 280,000 0 Output Btuh/ ft 41.4 9,054 6,737 Cooling System 0 0 Output perSystem 40,000 11,447 17,255 1,354 54,531 Total Output Btuh 280,000 0 9,0541 0 Total Output(Tons) 23.3 6,737 Total Output Btuh/ ft 41.4 TOTAL SYSTEM LOAD 210,629 27,746 Total Output ft/Ton) 290.1 202,743 Air System CFM perSystem 1,400 HVAC EQUIPMENT SELECTION Airflow chn 9,800 Roof Mounted Package units 227,268 47,689 214,197 Airflow cf n/ ft 1.45 Airflow cfmiron 420.0 Outside Air % Total Adjusted System Output (Adjusted for Peak Design conditions)Note: 227,268 47,689 214,197 Outside Air cfm! ft) I TIME OF SYSTEM PEAK Jan 1 AM values above iven at ARI cond Jul 4 PM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 34 OF 66 OF 66 OF 86 OF Outside Air 1,354 cfm Supply Fan Heating Coil 86 OF 9,800 cfm 71 OF 72 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 83 / 68 OF 76 / 62 OF 76162 OF 54 / 53 OF Outside Air 1,354 cfm Supply Fan Cooling Coil 55154 OF 9,800 cfm ��P 3 47.2 75 161 OF 74 / 61 OF EnetWflro 6.5 by Energ Soft User Number. 6712 RunCode: 2015-05-21 T11:52:47 le: P e f 0 of 23 ZONE LOAD - Pr ,.. Planning System Name "HV Date 512112015 �' .COOUNG PEAK ZONE NAME Tenant Improvement SYSTEM NAME� =MMIMIMM� MEN __-___ -_________-_ ______ __-___ ______ _-___- -_ _______ -_________-_ • ME ®= • :._ ROOM LOAD SUMMARY Project Name Date Planning Center Unline TI 5�21/2015 System Name Floor Area HVAC 1-7 6, 768 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name I Mull. I CFM ISensible I Latent CFM Sensible I Latent CFM Sensible Tenant Improvement Tenant Improvement 1 1 1 8,975 181,0741 10,490 8,975 1817074 10,490 9,032 134,738 PAGE TOTAL TOTAL* 8,975 181,074 10,490 9,032 134,738 8,975 181,074 10,490 9,032 134,738 * Total includes ventilation load ROOM HEATING PEAK LOADS Project Name Date Planning Center Unline TI 5/21/2015 ROOM INFORMATION DESIGN CONDITIONS Room Name Tenant Improvement Time of Peak Jan 1 AM Floor Area 6,768. Dry �0 ftz Outdoor D Bulb Temperature 34 OF Indoor Dry Bulb Temperature 72 OF Area R-30 Roof(R.30.2x12.16) Concrete Wall Double Metal Tinted -Ex Dual Metal Tnted-Alter. Slab -On -Grade U-Value AT °F 38 38 38 38 38 Items shown with an asterisk (') denote conduction through an interior surface to another room Page Tc Infiltration:[ 1 1.00 X 1.078 X 6, 768 X 12.00 X 0.000 / gp ] X C Schedule Air Sensible Area Ceiling Height ACH Al Fraction ital 38 a Btu/hr 8,230 59, 054 56,561 1,683 9,210 134,7381 1 01 TOTAL HOURLY HEAT LOSS FOR ROOM 134, 738 1 ROOM COOLING P Project Name Planning Center Unline TI ROOM INFORMATION Room Name Floor Area Indoor Dry Bulb Temperature P_nndur•_tinn R-30 Roof(R.30.2x12.16) Concrete Wall Double Metal tinted -Ex Double Metal Tnted-Ex Dual Metal rnted-Alter. Concrete Wall Concrete Wall Dual Metal Tinted -Alter. Dual Metal Tinted -Alter. K LOADS Date 5/21/2015 Tenant Improvement Time of Peak 6,768.0 ft2 Outdoor Dry Bulb Temperature 74 °F Outdoor Wet Bulb Temperature Arran U-Value DETD' X X X X X X X X X 0.0320 X X X X X X X X X 33.7 = = = = = = = = 0.8200 13.1 a7100 5.9 0.7100 5.9 0.4500 6.7 0.8200 13.6 0.8200 28.7 a4500 6.71= 0.45001 6.7 Page Total 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk N denote conduction through an interior surface to another room. Weighting Cnlar Pain Orientation Area SGF SC Factor Window Window Window Window Window Window Window Window Window (NE) (NE) (NE) (NE) (NE) (NE) (NE) (SE) 148.8 X X X X X X X X X 35 X X X X X X X X X 0.668 X X X X X X X X X 1.630 = = = = = = = = = 21.6 35 0.668 1.630 80.0 35 0.668 1.630 20.0 35 0.668 1.630 80.0 35 0.668 1.630 20.0 35 0.668 1.630 60.0 35 0.868 1.630 60.0 35 0.356 1.630 60.01 351 O.6681 1.833 Page Total 4 PM 83 OF 68 OF 7,303 4,543 625 7,277 6,942 9,816 31 84 36,801 Stu/hr 5,590 811 3,005 751 3,005 751 Z254 1,202 2535 19, 905 Schad. Weighthgj Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.00 X 6,768 X 0.000 WattS/Sgft X 3.413 Btu/Watt X 0.000 = 0 Occupants 1.00 X 6,768 X 245 Btu/occ. / 100 Sgft/occ. X 1.000 = 16,582 Receptacle 1.00 X 6,768 X 0.500 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 11,550 Process 1.00 X 6,768 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 0 Process Lighting 1.00 X 6,768 X 0.000 Watts/Sgft X 3.413 Btu/Watt X = 0 Infiltration:[ 1.00 X 1.078 X 6,768 X 12.00 X 0.00 / 6p 1 X �� = 0 Schedule Air Sensible Area Ceiling Heigh ACH AT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 181,074 Schad. Latent Gain Frac. Area Heat Gain Btu/hr -Occupants 1.00 X 6,768 X f 55 Btuh/occ. / 100 Sgft/OCC. = 10,490 3.413 0 -Receptacle 1.00 X 6,768 X 0.000 Watts/Sgft X Btu/Watt = Process 1.00 X 6, 768 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Infiltration:[ 1.00 X 4,834 X 6,768 X 12.00 X 0.00 /60] X 0.00000 = 0 Schedule Air Sensible Area Ceiling Height ACH AW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM _ 10,490 COOLING P Project Name "" Planning Center Unline TI 5/21/2015 ROOM INFORMATION DESIGN CONDITIONS Room Name Tenant Improvement Time of Peak Jul 4 PM Floor Area 6,768.0 ft2 Outdoor Dry Bulb Temperature 83 OF Indoor Dry Bulb Temperature 74 OF Outdoor Wet Bulb Temperature 68 OF Double Metal Tinted -Ex Concrete Wall Area U-Value DETD' .0 43030.0 X X X X X X X X X 0.7100 X X X X X X X X X 5.9 = = = = = = = = - 0.8200 29.1 Page Total 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. I Snlar Crain Window Window Window Window Window Window Window Window Window IInternal Gain Lights Occupants Receptacle Process Process Lighting Orientation (SE) (SE) (SE) (SE) (SE) (SE) (SE) (SE) (SE) Btu/hr 908 10,263 1 11.1701 Area SGF X 35 X X 35 X X 35 X X 35 X X 35 X X 35 X X 35 X X 35 X X 351 X SC 0.668 X 0.668 X 0.668 X 0.668 X 0.668 X 0.668 X 0.668 X 0.668 X 0.668 X Weighting Factor = = = = = = = = = 60.0 1.833 80.0 1.833 20.0 1.833 60.0 1.833 60.0 1.833 80.0 1.833 20.0 1.833 60.0 1.833 60.01 1.8331 Page Total L Sched. Weighting Frac. Area Heat Gain Factor 1.00 X 6,768 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 0.000 = 1.00 X 6,768 X 245 Btu/occ. / 100 Sgft/occ. X 1•000 = 1.00 X 6,768 X 0.500 Watts/Sgft X 3.413 Btu/Watt X 1-O = 1.00 X 6,768 X 0.000 WattS/Sgft X 3.413 BtuMlatt X 1.000 = 1.00 X 6,768 X 0.000 WattS/Sgft X 3.413 Btu/Watt X 0.000 1 = 2, 535 3,380 845 2, 535 2,535 3,380 845 2, 535 2,535 21.126 Btu/hr 0 16,582 11,550 0 0 Infiltration:[ 1.00 X f.0le X 6,768 X eight X 0H / 60 J X AT = 0 Schedule Air Sensible Area Ceiling Heigh ACH �T Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 181,074 Schad. Latent Gain Frac. Area Heat Gain Btu/hr Occupants f•00 X 6,768 X 155 Btuh/occ. / 100 Sgft/OCC. = 10,490 3.4f3 Receptacle 1.00 X 6,768 X 0.000 Watts/Sgft X Btu/Watt = 0 Process 1.00 X 6,768 X 0.000 Watts/Sgft X 3.413 BtufWatt = 0 Infiltration•[ 1.00 X 4,834 X 6,768 X 12.00 X 0.00 /sp] X 0.00000 = 0 Schedule Air Sensible Area Ceiling Height ACH AW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 10,490 ROOM COOLING PEAK LOADS Project Name Date Planning Center Unline TI W 112015 ROOM INFORMATION DESIGN CONDITIONS Room Name Tenant Improvement Time of Peak Ju14 PM Floor Area 6,768.0 ft2 Outdoor Dry Bulb Temperature 83 OF Indoor Dry Bulb Temperature 74 OF Outdoor Wet Bulb Temperature 68 OF Area 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain Window Window Window Window Window Orientation (S►M (SW) (SW) (SIM (SW) (SW) (SIM (SIM (SIM DETD' Page Total Area X X X X X X X X X SGF 179 179 179 179 179 179 179 179 179 X X X X X X X X X SC 0.668 0.668 0,356 0.356 0.668 0.668 0.668 0.668 0.668 X X X X X X X X X Weighting Factor 0.515 = 0.515 = 0.515 = 0.515 = 0.515 = 0.515 = 0.515 = 0.515 = 1 0.515 = Page Total 60.01 60.0 10.4 28.0 48.0 20.0 80.0 20.0 60.0 0 Btu/hr 3,702 3,702 342 921 2, 961 1,234 4,936 1,234 3,702 22, 734 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.00 X 6,768 X 0.000 Watts/Sgft X 3.413 BtuMtatt XA = 0 Occupants 1.00 X 6,768 X 245 Btu/occ. / 100 Sgft/occ. X = 16,582 Receptacle 1.00 X 6,768 X 0.500 WattS/Sgft X 3.413 Btu/Watt X = 11,550 Process 1.00 X 6,768 X 0.000 WattS/Sgft X 3.413 Btu/Watt X = 0 Process Lighting 1.00 X 6,768 X 0.000 Watts/Sgft X 3.413 Btu/Watt X =1 0 Infiltration:[ 1.00 X 1.078 X 6,768 X 12.00 X 0.00 / gp ] X = 0 Schedule Air Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 181,074 Sched. Latent Gain Frac. Area Heat Gain Btu/hr -Occupants 1.00 X 6,768 X 155 Btuh/occ. / 100 Sgft/occ. = 10,490 3.413 Btu/Watt Receptacle 1.00 X 6,768 X 0.000 Watts/Sgtt X = Process 1.00 X 6,768 X 0.000 Watts/Sgft X 3.413 shmatt =EA Infiltration:[ 1-� X 4,834 X 6,768 X eight X 0.00 /601 X 0.00000 = 0 Schedule Air Sensible Area Ceiling Height ACH �W Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM _ 10,490 ROOM Project Name Date Plannina Center Unline TI 1 5/21/2015 Room Name Tenant Improvement Time of Peak Jul 4 PM Floor Area 6, 768.0 ft2 Outdoor Dry Bulb Temperature 83 OF Indoor Dry Bulb Temperature 74 °F Outdoor Wet Bulb Temperature 68 °F Area U-Value DETW X X X X X X X X X X X X X X X X X X = = = = = = = = = Page Total 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. I Rnlar Gain Window Window Window Window Window Window Window Window Window Orientation (SW) (NW) (NW) (NIM (NM (NW) (NW) (NW) (NW) Area SGF 60.0 X 179 24.0 X 198 30.0 X 198 60.0 X 198 80.0 X 198 20.0 X 198 60.0 X 198 60.0 X 198 80.0 X 1981 X X X X X X X X X Sc X X X X X X X X X Weighting Factor 0.515 = 0.407 = 0.407 = 0.407 = 0.407 = 0.407 = 0.407 = 0.407 = 0.4071 = 0.668 0.668 0.668 0.668 0.668 0.668 0.668 0.668 0.668 Page Total L Schad. Weighting Frac. Area Heat Gain Factor 1.00 X 6,768 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 0.000 = 1.00 X 6,768 X 245 Btu/occ. / 100 Sgft/occ. X 1.000 = 1.00 X 6,768 X 0.500 WattS/Sgft X 3.413 Btu/Watt X 1.000 = 1.00 X 6,768 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 1.00 X 6,768 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 0.000 = 01 Btu/hr 3,702 1,290 1,612 3,224 4,299 1,075 3,224 3,224 4,299 25,947 Btu/hr 0 16,582 11,550 0 0 Infiltration:[ 1.00 X 1.078 X 6,768 X 12.00 X 0.00 / gp 1 X �� = 0 Schedule Air Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 181,074 Schad. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 6,768 X f 55 Btuh/OCc. / 100 Sgft/occ. _ 10,490 Receptacle 1.00 X 6,768 X 0.000 Watts/Sgft X 3.413 Btu/Watt =0 Process 1.00 X 6,768 X Watts/Sgft X 3.413 Btu/Watt = 0 Infiltration'[ 1.00 X 4,834 X 6,768 X 12.00 X 0.00 /sp] X 0.00000 c 0 Schedule Air Sensible Area Ceiling Height ACH AW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 10,490 ROOM COOLING PEAK LOADS Project Name Date Planning Center Unline TI 512112015 ROOM INFORMATION DESIGN CONDITIONS Room Name Tenant Improvement Time of Peak Jul 4 PM Floor Area 6,768. 0 ftZ Outdoor Dry Bulb temperature 83 OF Indoor Dry Bulb Temperature 74 OF Outdoor Wet Bulb Temperature 68 OF Conduction Area U-Value DETD' Btu/hr X X X X = X X = X X = X X X X = X X = X X = X I X Page Total 0 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (*) denote conduction through an interior surface to another room. Weighting Solar Gain Orientation Area SGF SC Factor Btu/hr Window (NM 20,0 X 198 X 0.6681 X 0.407 = 1,075 Window (NW) 60.0 X 198 X 0.668 X 0.407 = 3,224 Window (NIM 60.0 X 198 X 0.668 X 0.407 = 3,224 Window (NIM 96.0 X 198 X 0.668 X 0.407 = 5,158 Window (NW) 48.0 X 198 X 0.668 x 0.407 = 2,579 X X X X X X = X X X = X I X X I= Page Total 15,260 cSched. Weighting Internal Gain Frac. Area Heat Gain U hts 1.00 X 6,768 X 0.000 WattS/Sgft X 3.413 Btu/Watt Factor X 0.000 Btu/hr = 0 Occupants 1.00 x 6,768 X 245 Btu/oCC. / 100 Sgft/occ. X 1.000 = 16,582 Receptacle 1.00 X 6,768 X 0.500 WattS/Sgft X 3.413 Btu/Watt X 1•000 = 11,550 Process 1.00 x 6,768 X 0.000 WattS/Sgft X 3.413 Btu/Watt X 1.000 = 0 Process Lighting 1.00 X 6,768 x 0.000 WattS/Sgft X 3.413 Btu/Watt X Infiltration-[ 1.00 x1.078 x6,768 x12.00 x 60 ] X � = 0 Schedule Air Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 181,074 Sched. Latent Gain Frac. Area Heat Gain Btu/hr 1.00 X 6,768 X 155 Btuh/occ. / 100 Sgft/oCC. = 10,490 -Occupants 1.00 X 6,768 X 0.000 WattS/Sgft X 3.413 Btu/Watt = 0 -Receptacle Process 1.00 x 6,768 X WattS/Sgft X 3.413 Btu/Watt = 0 Infiltration:[ 1.00 x 4,834 x 6,768 X 12.00 X 0.00 /60] X 0.00000 = 0 Schedule Air Sensible Area Ceiling Height ACH AW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 10,490 EnergyPro 6.5 by Energysoq User Number. 6712 RunCode: 2015-05-21 T11:52:47 ID: Page 18 of 23 G COIL Center Unline TI Room Name Floor Area Indoor Dry Bulb I Cnnriuctinn R-30 Roof(R.30.2x12.16) Concrete Wall Double Metal Tinted -Ex Double Metal Tinted -Ex Dual Metal Tinted -Alter. Concrete Wall Concrete Wall Dual Metal Tinted -Alter. Dual Metal Tinted -Alter. Tenant Improvement 6,768. 0 ft' 74 OF Area 6,768.0 423.6 148.8 1,731.6 60.0 624.0 417.6 10.4 28.0 Time of Peak Outdoor Dry Bulb Temperature Outdoor Wet Bulb Temperature U-Value DETD' X X X X X X X X X 0.0320 X X X X X X X X X 33.7 0.8200 13.1 0.7100 5.9 0.7100 5.9 0.4500 6.7 0.8200 13.6 0.8200 28.7 0.4500 6.7 0,45001 6.7 Page Total 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Weighting Sniar Gain Orientation Area SGF SC Factor Window Window Window Window Window Window Window Window Window IInternal Gain Lights Occupants Receptacle Process Process Lighting (NE) (NE) (NE) (NE) (NE) (NE) (NE) (NE) (SE) &21/2015 Jul 4 PM 83 OF 68 OF Btu/hr 7,303 4,543 625 7,277 180 6,942 9,816 31 84 36,801 148.8 X X X X X X X X X 35 X X X X X X X X X 0.668 X X X X X X X X X 1.630 = = = = = = = = = 21.6 35 0.668 1.630 80.0 35 0,668 1.630 20.0 35 0.668 1.630 80.0 35 0.668 1.630 20.0 35 0.668 1.630 60.0 35 0.668 1.630 60.0 35 0.356 1.630 60.01 351 0.6681 1.8331 Page Total L Schad. Weighting Frac. Area Heat Gain Factor 1.00 X 6,768 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 0•000 = 1.00 X 6,768 X 245 Btu/occ. / 100 Sgft/occ. X 1-000 = 1.00 X 6,768 X 0.500 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 1.00 X 6,768 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 1.00 X 6,7681 X 0.0001 Watts/Sgft X 3.413 Btu/Watt X 0.0001 = Btu/hr 5,590 811 3,005 751 3,005 751 Z254 1,202 2,535 19,9051 Btu/hr 0 16,582 11,550 0 0 Infiltration:[ 1.00 X 1.078 X 6,768 X 12.00 X 0.00 / 60 ] X = 0 Schedule Air Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 181,074 Schad. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 1 6,7681 X 1 1551 Btuh/occ. / 100 Sgft/Occ. = 10,490 Receptacle 1.00 X 1 6,768 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Process 1.00 X r 6,768 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Infiltration:[ 1.00 X 4,834 X 6,768 X 12.00 X 0.00 /sp] X 0.00000 = 0 Schedule Air Sensible Area Ceiling Height ACH AW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 10,490 ROOM COOLING COIL LOADS Planning Center Unline TI I W 112015 ROOM INFORMATION DESIGN CONDITIONS Room Name Tenant Improvement Time of Peak Jul 4 PM Floor Area 6,768. 0 ft2 Outdoor Dry Bulb Temperature 83 OF Indoor Dry Bulb Temperature 74 OF Outdoor Wet Bulb Temperature 68 OF Conduction Double Metal Tinted -Ex Concrete Wall U-Value DETD' X 0.7100 X 5.9 X 0.8200 X 29.1 X X X X X X X X _ X X X X _ X X Page Total 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (*) denote conduction through an interior surface to another room. Solar Gain Window Window Window Window I Window Window -II Orientation (SE) (SE) (SE) (SE) (SE) (SE) (SE) (SE) (SE) Area 216.0 430.0 Btu/hr 908 10,263 1 11,1701 Area SGF X 35 X 35 X 35 X 35 X 35 X 35 X 35 X 35 X 35 SC X 0.668 X 0.668 X 0.668 X 0.668 X 0.668 X 0.668 X 0.668 X 0.668 X 0.668 Weighting Factor X 1.833 X 1.833 X 1.833 X 1.833 X 1.833 X 1.833 X 1.833 X 1.833 X 1.833 = 60.01 80.0 20.0 60.0 60.0 80.01 20.0 60.0 60.0 Page Total 2, 535 3,380 845 2,535 2, 535 3,380 845 2, 535 22, 535 21,126 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.00 X 6,768 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 0.000 = 0 Occupants 1.00 X 6,768 X 245 Btu/occ. / 100 Sgft/occ. X 1.000 = 16,582 Receptacle 1.00 X 6,768 X 0.500 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 11,550 Process 1.00 X 6,768 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 0 Process LightingUghting Infiltration:[ 1.00 X Schedule Fraction 6,768 X 1.078 X Air Sensible 0.000 Watts/Sgft 6,768 X 12.00 Area Ceiling Height X 3.413 X 0.00 ACH Btu/Watt / gp J X X 0.0001 = AT 0 TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 181,074 Latent Gain Frac. Area Heat Gain Occupants 1.00 X 6, 768 X 155 Btuh/occ. Receptacle 1.00 X 6, 768 X 0.000 Watts/Sgft X 3.413 Process 1.00 X 6,768 X 0.000 Watts/Sgft X 3.413 Sgft/occ. = 10,490 Btu/Waft = 0 Btu/Watt = 0 Infiltration:[ 1.00 X 4,834 X 6,768 X 12.00 X 0.00 /fi0j X 0.00000 Schedule Air Sensible Area Ceiling Height ACH AW 01 TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 10.490 COIL Center Unline TI W 112015 Room Name Tenant Improvement ITime of Peak Jul 4 PM Floor Area 6,768.0 ft21 Outdoor Dry Bulb Temperature 83 OF Indoor Dry Bulb Temperature 74 °F I Outdoor Wet Bulb Temperature 68 OF 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain Window Window Window Window Window Window Window Window Window Orientation (SW) (SW) (SW) (SIM (SW) (SW) (SW) (SW) (SWJ X X X X X X X X X U-Value X X X X X X X X X DETD' = = = = = = = = Page Total Area SGF X 179 X 179 X 179 X 179 X 179 X 179 X 179 X 179 X 179 X X X X X X X X X Weighting SC Factor 0.668 X 0.515 0.668 X 0.515 0.356 X 0.515 0.356 X 0.515 0.668 X 0.515 0.668 X 0.515 0.668 X 0.515 0.668 X 0.515 0.668 X 0.515 = 60.01 60.0 10.4 28.0 48.0 20.01 80.0 20.0 60.0 Page Total A 3,702 3,702 342 921 2,961 1,234 4,936 1,234 3,702 22,734 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.00 X 6,768 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 0.000 = 0 Occupants 1.00 X 6,768 X 245 Btu/occ- / 100 Sgft/occ. X 1.000 = 16,582 Receptacle 1.00 X 6,768 X 0.500 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 11,550 Process 1.00 X 6,768 X 0.000 WattS/Sgft X 3.413 Btu/Watt X 1.000 = 0 Process Lighting 1.00 X 6,768 X 0.000 WattS/Sgft X 3.413 Btu/Watt X 0.0001 = 0 Infiltration:[ 1.00 X 1.078 X 6,768 X 12.00 X 0.00 / 60 X Schedule Air Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 181,074 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 1 6,768 X 155 Btuh/occ. / 100 $gft/occ, = 10,490 Receptacle 1.00 X 1 6,7681 X 0.000 WattS/Sgft X 3.413 Btu/Waft = 0 Process 1.00 X 6, 768 X 0.000 Watts/Sgft X 3.413 Btu/Watt _ 0 Infiltration:[ 1.00 X 4,834 X 6,768 X 12.00 X 0.00 /601 X 0.00000 Schedule Air Sensible Area Ceiling Height ACH AW C] I TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 10,4901 Project Name Date Plannina Center Unline TI 1 5/21/2015 Room Name Tenant Improvement Floor Area 6,768.0 ft2 Indoor Dry Bulb Temperature 74 °F Time of Peak Jul 4 PM Outdoor Dry Bulb Temperature 83 OF Outdoor Wet Bulb Temperature 68 OF Conduction Area U-Value DETD' X X X X X X X X X X X X X X X X X X Btu/hr = = = t. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain Window Window Window Window Window Window Window Window Window Orientation (SIM (NI49 (NW) (NM (NK9 (AW (NM (NM (NIA Area X X X X X X X X X SGF X X X X X X X X X Sc 60.01 179 0.668 24.0 198 0.668 30.0 198 0.668 60.0 198 0.668 80.0 198 0.668 20.0 198 0.668 60.0 198 0.668 60.0 198 0.668 80.0 198 0.668 Schad. Internal Gain Frac. Area Heat Gain Lights 1.00 X 6,768 X 0.000 Watts/Sgft Occupants 1.00 X 6,768 X 245 Btu/occ. Receptacle 1.00 X 6,768 X 0.500 Watts/Sgft Process 1.00 X 6,768 X 0.000 Watts/Sgft Process Lighting 1.00 X 6,768 X 0•000 Watts/Sgft Page Total Weighting Factor X 0.515 X 0.407 X 0.407 X 0.407 X 0.407 X 0.407 c X a407 X 0.407 X 0.407 L:: Page Total Weighting Factor ❑I Btu/hr 3,702 1,290 1,612 3,224 4,299 1,075 3,224 3,224 4,299 25,947 Btu/hr I X 3.413 Btu/Watt X 0.000 = 0 ! 100 Sgft/occ. X 1.000 = 16,582 X 3.413 Btu/Watt X 1.000 = 11,550 X 3.413 Btu/Watt X 1.000 = 0 X 1 3.413 Btu/Watt X 0.000 1 = 0 Infiltration:[ 1.00 X 1.078 X 6, 768 X 12.00 X 0.00 / 60 ] X = I v I Schedule Air Sensible Area Ceiling Height ACH AT 1 TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 181,0741 Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 1 6,7681 X 155 Btuh/occ. / 100 Sgft/occ. = 10,490 Receptacle 1.00 X 1 6,7681 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Process 1.00 X 6, 768 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Infiltration:[ 1.00 X 4,834 X 6,768 X 12.00 X 0.00 /60j X 0.00000 = o Schedule Air Sensible Area Ceiling Height ACH AW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 10,490 ROOM COOLING COIL LOADS Project Name Date Planning Center Unline Tl W 112015 ROOM INFORMATION DESIGN CONDITIONS Room Name Tenant Improvement Time of Peak Jul 4 PM Floor Area 6,768. 0 ft2 Outdoor Dry Bulb Temperature 83 OF Indoor Dry Bulb Temperature 74 OF Outdoor Wet Bulb Temperature 68 OF Conduction Area U-Value DETD' Btu/hr X X X X X X X X X X X X X X X X X X Page Total 0 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (`) denote conduction through an interior surface to another room. Solar Gain Orientation Area SGF SC Weighting Factor Btu/hr Window (NW) 20.0 X 198 X 0.668 X 0.407 = 1,075 Window (NK9 60.0 X 198 X 0.668 X 0.407 = 3,224 Window (NK9 60.0 X 198 X 0.668 X 0.407 = 3,224 Window (NK9 96.0 X 198 X 0,668 X 0.407 = 5,158 Window (NK9 48.0 X 198 X 0.668 X 0.407 = 2,579 X X X = X X X X X X = X X X Page Total 15,260 Schad. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.00 X 6,768 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 0.000 = 0 Occupants 1.00 X 6,768 X 245 BtU/oCC. / 100 SWOCC. X 1.000 = 16,582 Receptacle 1.00 X 6,768 X 0.500 Watts/ ft X 3.413 SQ Btu/Watt X 1.000 = 11,550 Process 1•00 X 6,768 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 0 Process Li htin 1.00 X 6,768 X 0.000 Watts/Sgft X 3.413 Btu/Watt X1 0.0001 = 1 0 1.078 6,768 12.00 ] Infiltration:[ 1.00 X X X X gp X 9 _ �AT 0 Schedule Air Sensible Area Ceiling Height ACH Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 181,074 Schad. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 6,768 X 155 Btuh/occ. I i00 Sgft/OCC. _ 10,490 Receptacle 1.00 X 6,768 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Process 1.00 X 6,768 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Infiltration:[ 1•� X 4,834 X 6,768 X 12.00 X o•� /60] X 0.00000 = o Schedule Air Sensible Area Ceiling Height ACH AW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 10,490 EnergyPro 6.5 by EnergySoft User Number. 6712 RunCode. 2015-05-21 T11:52.47 ID: Page 23 of 23