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SDP 2010-034 Tradition',4 4 *,4pQa4t& P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO (760) 7 7 7 - 7 0 0 0 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101 December 13, 2010 Mr. John Hopkins Tradition Golf Club 78505 Avenue 52 La Quinta, CA 92253 SUBJECT: MODIFICATION BY APPLICANT 2010-034 FOR THE TRADITION GOLF CLUB FITNESS CENTER Dear Mr. Hopkins: The Planning Department hereby approves your request for a minor modification to Site Development Permit (SDP) 2010-916 to add an additional 100 square feet to the approved fitness center. The increase in square footage will result in a larger yoga/stretching room. The overall square footage of the fitness center will increase from 5,320 to 5,420. This approval will be forwarded to the Building and Safety Department for their information. If you have any questions regarding the approval of this request, please contact me at (760) 777-7125. Sincerely, �I a/4Rda _ Attachments C: Yvonne Franco, Assistant Planner Greg Butler, Building and Safety Department 0 MA I N FLOOR PLAN scAw, 114"_ 11-a. "Traditivn (DAVV b'-O' FIXED DOOR 1010 SIMILAR TO TYPE J. RELOCATE WINDOW B. 03 MOVE HALL &'-0' EAST TO INCREASE FLOOR 100 SP. RELOCATE STORAGE 102 4 DOOR 102. O ADD TYTIE 2 ARaW OPENING 4 W-ADER TO SPFORT ROOF. EX15TIN& STRETCHIN& 105 AW5 TO THE Y04SAI STRETCHING 101 CEILING TO MATCH ROOM 101. _VmvoSe,CA "kcwr vo, vu-c,)2)4 1 -MAIN LEVEL PLAN CONCEPT 5 11-16-2010 SCAM: llb=l'--O' 4�t 00,RM-MR9,0211- s r r PROUDLY SERVING THE ININCORPORATED AREAS )F RIVERSIDE COUNTY AND THE CITIES OF: 3ANNING 3EAUMONT :ALI M ESA :ANYON LAKE :OACHELLA )ESERT HOT SPRINGS _ASTVALE VDIAN WELLS VDIO AKE ELSINORE A QUINTA AENIFEE AORENO VALLEY "ALM DESERT 3ERRIS 2ANCHO MIRAGE WBIDOUx CSD iAN JACINTO EMECULA VILDOMAR IOARD OF WPERVISORS: $OS BUSTER DISTRICT t OHN TAVAGLIONE DISTRICT 2 EFF STONE DISTRICT S OHN [BENOIT DISTRICT 4 ,1ARION .ASHLEYI DISTMCT 5 RIVEE CoUNW FIRE DEQAR'rMEW IN COOPERATION WITH THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION 77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 92211-4131 ■ Phone (760) 863-8886 • Fax (760) 863-7072 www.rvcfire.org January 20, 2011 Marsh & Associates, Inc. 383 Inverness Parkway Suite 190 Englewood, CO 80112 CITY OF - LA QUiNTA BUILDING & SAFETY DEPT. i DATE Re: Non -Structural Building Plan Review LAQ-10-BP-035 Tradition Fitness Building 51-880 Tradition Trail La Quinta, A Fire Department personnel have reviewed and approved the plans you submitted for the above referenced project. Please be advised the following conditions apply as a part of the conditions for the issuance of a building permit. 1) Fire Department approval is based upon the 2007 CBC requirements for Group B occupancy. It is prohibited to use, process or store any materials in the occupancy that would classify it as a Group H occupancy. 2) Repair work and/or maintenance using open flame equipment, welding or the use of Class I, II, or III -A liquids are prohibited. 3) The Fire Department is required to set a minimum fire flow for the construction of all commercial buildings using the procedure established in the 2007 CFC. A fire flow of 1500 gpm for a 2-hour duration at 20 psi residual operating pressure must be available before any combustible material is placed on the job site. 4) The required fire flow shall be available from 1 Super hydrant(s) (6" x 4" x 21/2" x 21/2") spaced not more than 500 apart. All Fire Department Appliances such as hydrants, FDCs and PIVs shall be located on the front access side of the building. PIV and FDC appliances shall not less than 40' from the building or more than 200' from an approved hydrant. The following_ conditions must be tnet prior to occupancy 5) Whenever sprinkler overhead mains of 4" size or larger are provided, the Riverside County Fire Department requires documentation from a structural engineer that the roof structural members will be capable of supporting the weight of the water filled mains and attached lines. Provide appropriate detailed documentation, with a wet stamp and signature, by the project structural engineer. 6) Install a complete fire sprinkler system per NFPA 13. System plans must be submitted to the Fire Department for review, along with a plan/inspection fee 7) Install a monitoring system designed in accordance with NFPA 72, which must include a water flow monitor, control valve tamper and continuous monitoring service. System plans must be submitted to the Fire Department for review, along with a plan check/inspection fee. Gate, Power Operated (driveway/road with gowered gates). 8) Install Knox key operated switches, with dust cover, mounted per recommended standard of the Knox Company. Plans must be submitted to the Fire Department for approval of mounting location/position and operating standards. Special forms are available from this office for the ordering of the Key Switch. This form must be authorized and signed by this office for the correctly coded system to be purchased. 9) Operation of the Knox key switch shall simultaneously open and control the gates for both directions of travel. 10) Gates shall have either a secondary power supply or an approved manual means to release mechanical control of the gate in the event of loss of primary power. Gates/non-powered, for driveways/roads. 11) Install either Knox Key Lock box or a Knox Padlock mounted per recommended standard of the Knox Company. Plans must be submitted to the Fire Department for approval of mounting location/position and operating standards. Special forms are available from this office for the ordering of the Key Switch. This form must be authorized and signed by this office for the correctly coded system to be purchased. The keys for the gate will be placed inside these lock boxes for emergency access. 12) Gate entrances shall be at least 2' feet wider than the width of the traffic lane(s) serving that gate. All gates providing access from a road to a driveway shall be located at least 40' feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the road. Bu i 1 dings/fac i li tie s 13) Install Knox Key Lock box, mounted per recommended standard of the Knox Company. If the building/facility is protected with a fire alarm system or burglar alarm system, the lock boxes will require "tamper" monitoring. Special forms are available from this office for the ordering of the Key Switch. This form must be authorized and signed by this office for the correctly coded system to be purchased. 14) Provide keys to the tenant space for inclusion in the main building Knox Box. Key(s) shall have durable and legible tags affixed for identification of the correlating tenant space. Other requirements: 15) Install door hardware and exit signs as per the 2007 CBC 16) Prior to final inspection of any building, the applicant shall prepare and submit to the Fire Department for approval, a site plan designating required fire lanes with appropriate lane nnintino, and/nr 6o-nc 17) Certain designated areas will be required to be maintained as fire lanes and will require approved signs and/or stenciling in red with CVC 22500.1 conspicuously posted. 18) Install portable fire extinguishers per Title 19, but not less than 2AlOBC in rating. Contact a certified extinguisher company for proper placement and spacing of equipment. 19) This building has not been reviewed or approved for high pile/rack storage. Prior to such use, building(s) shall be approved for high -piled storage (materials in closely packed piles or on pallets, or in racks where the top of storage exceeds 12 feet in height, 6 feet for Group A plastics and certain other hazardous commodities) or aerosols products. High -piled and aerosol stock shall be approved by the Fire Department prior to materials being stored on site. A licensed Fire Protection Engineer or a Fire Department approved consultant must prepare plans for high -piled storage or aerosol storage in accordance with the 2007 CFC and NFPA 13, 2002 Edition. 20) Shelving, counters, etc., must be in place, however, no merchandise may be placed in the building prior to inspection. 21) Applicant/developer shall be responsible for obtaining aboveground tank permits from both the County Health and Fire Departments. 22) Tanks for the storage of crankcase drainage shall be installed in accordance with the requirements for Class III liquid storage. Applicant/developer shall be responsible for obtaining underground/aboveground tank permits from both the County Health and Fire Departments. Installation plans, along with a plan check inspection fee, must be submitted to the Fire Department for review/approval. 23) Comply with Title 19 of the California Administrative Code. 24) Automatic gate operations are not a part of the Fire Department approval of these plans. 25) All fire sprinkler systems, fixed fire suppression systems and alarm plans must be submitted separately for approval prior to construction. Contractors should contact the Planning & Engineering office for submittal requirements. 26) Approved building address shall be placed in such a position as to be plainly visible and legible from the street and rear access if applicable. Building address numbers shall be a minimum of 12". All addressing must be legible and of a contrasting color with the background and adequately illuminated to be visible from the street at all hours. 27) Electrical room door shall be posted "ELECTRICAL ROOM" on the outside of door. 28) Fire Sprinkler Riser door shall be posted "FIRE RISER" on the outside of door. 29) Fire Alarm Control Panel door shall be posted "FACP" on the outside of door. 30) Roof Access door shall be posted "ROOF ACCESS" on the outside of door. 31) Each room with an occupancy load of over fifty people shall be posted in a conspicuous nlara nn nn nnnmvi-tl civn naar tlha main writ from the rnnm 32) A durable sign stating "This door to remain unlocked during business hours" shall be placed on or adjacent to the front exit doors. The sign shall be in letters not less than one inch high on a contrasting background. 33) No inspections will be performed until Riverside County Fire Department staff has approved the corrected plans. Please contact the Fire Department Planning & Engineering staff for final inspection prior to occupancy. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 72 hours in advance and may be arranged by calling (760) 863-8886. All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering staff at (760) 863-8886. By Jason Stubble Fire Safety Specialist WEDDLE SURVEYING MAPPING, INC. Bounda)-Y • ConSINiCtion • Topographic-tlerial Szu•veys • ALT.4 Szu-veys - GPS• Consulting May 21, 2011 Mr. Timothy R. Jonasson Public Works Director / City Engineer City of La Quinta 78-495 Calle Tampico La Quinta, CA 92253-1504 Re: Pad Grade Verification City of La Quinta THE TRADITION G.C. FITNESS CENTER Por. Lot 98 Tract No. 28470-1 MB 263/76-90 SDP-2010-916 Tradition Trail @ Peerless Place & Citation Ct. TRADITIONS APN 770-250-016 Dear Mr. Jonasson: We have performed a field survey to determine the vertical location of the Building Pad for the above referenced project. The elevation observed is as follows: PAD (DESIGN) 43.83 PAD (AS -BUILT) 43.85 This field observation is in substantial conformance with the Precise Grading Plan prepared by ESSI ENGINEERING, dated 4/5/11, approved by the City of La Quinta Public Works Department 4/20/11 and the Building Pad horizontal location substantially conforms to the required setbacks and site layout as shown. Sincerely, WEDDLE SURVEYING MAPPING, INC. David L. Weddle, President L.S. 5570, exp 09/30/11 P.O. Box 10418 • Palm Desert, CA 92255-0418 77-725 Enfield Lane, Ste. 140 • Palm Desert, CA 92211 • 760.360, 5570 Sladden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (114) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 February 1, 2011 Tradition Golf Club 78505 Old Avenue 55 La Quinta, California 92253 ect No. 544-10095 11-02-031 Project: Proposed New Fitness Center ►� - Tradition Golf Club La- Quinta, California - Subject: Response to the City of La Quinta Review Comments dated January 27, 2011; Plan Check No.: 10-760 (1st Check) Ref: Geotechnical Investigation report prepared by Sladden Engineering dated June 29, 2010; Project No. 544-10095, Report No. 10-06-142 This letter is submitted in response to comments made by City of La Quinta personnel following the review of the above referenced Geotechnical Investigation report. This letter provides our responses to the review comments. The information contained in this letter is intended to supplement the information presented in the above referenced Geotechnical Investigation report. COMMENTS AND RESPONSES The City of La Quinta review comments are presented below and are followed by our responses: The comments are also presented within Appendix A. Comment 1: Geotechnical Engineer shall issue a letter of review and acceptance of the grading plan, site plan, foundation plan and specifications with regards to the design parameters and recommendations noted in the soils report. Response 1: We have previously reviewed the Precise Grading Plans prepared by Essi Engineering along with the Foundation Plans and Details prepared by The Leffler Group for the new fitness center proposed for the Tradition Golf Club complex. A letter verifying our review was issued on November 10, 2010. A copy of the previous review letter is attached to this memo. CITY OF LA QUINTA BUILDING & SAFETY DEPT. February 1, 2011 2 Project No. 544-10095 11-02-031 Comment 2: The Geotechnical Engineer shall comment/address the single digit blow counts in borings B1 and B2 to depths down to 25 — 30' and the noted anticipated total settlement of the shallow foundations to be 1" or less coupled with the single digit moisture percentages to have potential to cause long term/differential settlement of the structure. Please review the noted site preparation for mitigation of long term/differential settlement. Response 2: The generally low blow counts encountered within each of our bores are not considered unusual for the native soil common to the area of the subject site. The native soil underlying the site is comprised primarily of generally fine grained silty sand and sandy silt that inherently exhibit low sampler penetration resistance and consequently low blow counts even when relatively dense. The laboratory testing performed on relatively undisturbed samples obtained indicated relative compaction near or above 85 percent that is generally considered "competent" native soil throughout Southern California (greater than 85 percent relative compaction or greater than 85 percent saturation). In addition, the consolidation testing performed on the sample of the native sandy silt with the lowest density indicated hydro -collapse potential of only 0.2 percent that is considered negligible. Although there were a few samples with generally low moisture content, the majority of the samples indicated moisture content near or above optimum moisture. The condition of the native soil underlying the site (including the somewhat low blow counts and inconsistent moisture content), were considered in developing the recommendations provided in the referenced report for remedial grading and foundation design. It is not practical or necessary to increase the removal depths to correct the conditions of the deeper native soil. It should be noted that similar removals (3 to 5 feet) were performed throughout the Tradition project site prior to the construction of the existing residences and clubhouse complex (over 10 years ago) and we are not aware of any issues within the development related to detrimental settlement or inadequate structural support. It is our opinion that the remedial grading and foundation design recommendations provided within the referenced report remain appropriate and no revisions are necessary. Sladden Engineering appreciates this opportunity to be of continued service to you on this project. If you have any questions regarding this memo or the referenced report please contact this office. Respectfully submitted, SLADDEN ENGINEERING 0 Brett L. Anderson. 45389 Principal Engineer it E 9,32012 �} a OF Copies: 2/Tradition Golf Club 2/City of La Quinta APPENDIX A CITY OF LA QUINTA REVIEW COMMENTS City of La Quinta Building and Safety Department Plan Check Corrections Structural'. Tradition Fitness Building (Addendum #2) 78-505 Tradition Trail La Quinta, California Engineer: Russell D. Leffler, PE Plan Check No.: 10-760 (1st check) Date: 1/27/11 Structural 1. Provide an "FY footing at the new SSW24X9 panel along shear line 6 for the west side panel. 2. Provide drag tie details and drag trusses (revise truss calculations accordingly) along grid lines B, C, and J, and framing detail/shear transfer detail connection at the flat roof to pitch roof over the Laundry/Storage Room and the Therapy Room 1, grid lines 2 and 5. Geotechnical 3. Geotechnical Engineer shall issue a letter of review and acceptance of the grading plan, site plan, foundation plan and specifications with regards to the design parameters and recommendations noted in the soils report. 4. The Geotechnical Engineer shall comment/address the single digit blow counts in borings 131 and B2 to depths down to 25-30' and the noted anticipated total settlement of the shallow foundations to be 1" or less coupled with the single digit moisture percentages to have potential to cause long term / differential settlement of the structure. Please review the noted site preparation for mitigation of long term / differential settlement. If corrections require revisions to the structural calculations, provide one complete copy of the redlined calculations from this submittal plus two complete, bound copies of the revised calculations for review and approval. Providing only a few supplemental, revised pages will not be accepted and will delay approval of this project. Return all relined structural plans and calculations at resubmittal. Please incorporate requested corrections into plan sets and reprint. Plan Reviewer. John W. Thompson, P.E. Phone No.: 760-834-8860 Fax No.: 760-834-8861 Sladden Engineering 45-090 Golf Center Parkway, Suite F, Indio, CA 92201(760) 772-3893 Fax (760) 772-3895 6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 November 10, 2010 Traditions Golf Club 78505 Old Avenue 55 La Quinta, California 92253 Project: Proposed New Fitness Center Tradition Golf Club La Quinta, California Project No. 544-10095 10-11-259 - Ref: Geotechnical lnvestigation report prepared by Sladden Engineering dated June 29, 2010; Project No. 544-10095; Report No. 10-06-142 Subject: Precise Grading Plan and Foundation Plan Review As requested, we have reviewed the Precise Grading Plans prepared by Essi Engineering along with the Foundation Plans and Details prepared by The Leffler Group for the new fitness center proposed for the Tradition Golf Club. Based on our review, it is our opinion that the recommendations provided in the above referenced Geotechnical Investigation report have been properly incorporated into these plans. If you have questions regarding this memo, please contact the undersigned. Respectfully submitted, SLADDEN ENGINFI�RJNG Brett L. Anderson-V �� U. - -- `:r�, `, Principal Engineer ai dZ, � No. C 45389 �' Letter/gl {r Exp. 9-30-2012 Cim FOF CAt1F�e• Copies: 2/ Tradition Golf Club 2/Marsh & Associates, Inc. BENTSEN/ HU1 ENGINEERING Electrical Engineers 70-141 Sun Valley Drive Rancho Mirage, Ca 92270 State Licenses: M12357/E10296 Phone (760) 324-7357 Fax (760) 328-414% October 11, 2010 Electrical plan check correction list for Traditions RECEIVED Item #1 See attached letter from IID Item 42 Removed Item #3 See switchgear elevation sheet E1 OCT 18 2010 Item #4 See one -line on sheet E 1 Item #5 See relay panel RP plus automatic light control sheet E2 BY: Item#6 See attached specifications U a 0f `Fct_z TY OF LA QU I NNTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DA rEA Z o 1/ gY^ yES ON rI mptRl�[ IRR �tl �1 tR1 rcwLr COACHELLA VALLEY POWER DIVISION 81-600 AVENUE 58 • P O. BOX 1080 - LA QUINTA, CALIFORNIA 92253-1080 TELEPHONE (760) 398-5854 • FAX (760) 391-5999 September 28, 2010 Bentsen Engineering Attn: Jack Bentsen 70-141 Sun Valley Dr, Rancho Mirage, CA. 92270 Subject: Available Short Circuit Current Calculation for Traditions Fitness Center, at 78-505 Old Ave. 52, Dr., La Quinta, CA for a Service Voltage 120/240V, 1 Phase, 600A Panel. Dear Mr. Bentsen: The available Short Circuit Current at the secondary terminals of the transformer is 8,685 Amps RMS Symmetrical at 240 volts. This is based upon the following information: 1) Transformer size: 50 KVA 2) Transformer impedance: 2.3 % 3) Primary voltage: 7,200 volts 4) Secondary voltage: 240 volts 5) High -side KVA available: 50,400 KVA 6) Transformer connection: N/A 7) No motor contribution to fault current. Please contact me should you have any questions, at (760) 398-5820. Thank You, Carlos Partida Project Manager CP/ms y SECFAULT.Ltr.'I'raditionsFitness TABLE OF CONTENTS TRADITION FITNESS CENTER Division 16 - Electrical 16010 General Provisions 16110 Conduit and Fittings 16111 Wireway, Gutter, Floor Duct 16120 Conductors 16130 Boxes and Conduit Terminations 16140 Wiring Devices 16160 Panelboards 16170 Disconnect Switches, Power and Control Devices 16450 Grounding 16470 Switchboards and Motor Control Centers 16500 Light Fixtures TRADITION FITNESS CENTER SECTION 16010 ELECTRICAL - GENERAL PROVISIONS PART 1 - GENERAL 1.1 RELATED DOCUMENTS Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Section, apply to work specified in this Section. 1.2 SCOPE OF WORK A.The work under this division of the specifications including all labor, materials and appliances required to furnish and install the electrical work shown on the drawings and herein specified, and except as otherwise distinctly specified herein shall be complete and ready for use. Work shall include but not be limited to: 1.Furnish and install all power wiring to all mechanical equipment including disconnect switches and/or combination starters when not furnished with the equipment, and connections from the switch to the equipment. Furnish and install all line voltage power wiring to mechanical control cabinets. 2,Furnish and install conduit and wire for voice/data system as indicated on the drawings and specified herein. B.Work Not Included: The following work shall be done under the Mechanical Division of the Specifications: 1.Mechanical will furnish all line and low voltage conduit, wiring, and control devices used for the control of mechanical equipment not shown on the electrical plans. 1.3 EQUAL MATERIALS A.The specifications and drawings indicate the desired materials as to type and quality. Wherever proprietary names are listed, it shall be interpreted that the words GENERAL PROVISIONS 16010-1 w TRADITION FITNESS CENTER "or approved equal" follow. B.The words "or approved equal" shall be interpreted as meaning equal in the opinion of the Architect and the Owner. 1.4 SUBMITTALS AND SUBSTITUTIONS A.Within ten days after award of the General Contract, the Contractor shall submit a complete list of all material he intends to use on the job. Where materials are specified by description, and no manufacturers names are specified, they need not be listed. B.Should the Contractor desire to substitute for specified materials or equipment, he shall submit to the Architect a complete list of the requested substitutions. The request for substitution shall contain complete descrip- tive information as prepared by the manufacturer. Samples for evaluation shall also be submitted upon request. If, in the Architect's opinion, the submittal is in variance with that specified or if the information is not sufficiently complete to allow proper evaluation, the substitution will be voided from consideration and the specified material shall be furnished. 1.5 SHOP DRAWINGS Within ten (10) days after the award of the general contract, the Contractor shall submit to the Architect, for written review, shop drawings of all switchboards, panels, terminal cabinets, UPS system, and all lighting fixtures. The Contractor shall check, correct and indicate approval, of these shop drawings prior to submission to the Architect. The Contractor is responsible to provide all items covered by shop drawings in compliance with all requirements of the contract documents and thus ordering of this equipment is at his option. The intent of early submittal of shop drawings is to attempt to minimize possibilities of misunderstanding or misinterpretation. Unless otherwise specifically directed in the following specifications, the submittal of shop drawings by the Contrac- tor to the Architect shall be as follows: A.The Contractor shall submit to the Architect eight (8) copies of each shop drawing. All shop drawings received without the Contractor's note of approval will be subject to return without reviews. The drawings shall be numbered consecutively. B.The Contractor shall, at his own expense, furnish all shop GENERAL PROVISIONS 16010-2 TRADITION FITNESS CENTER drawings, material samples and lists of materials and equipment he proposes to use, as required in these specifications and/or as called for by the Architect. These shop drawings, samples and lists shall be reviewed and returned to the Contractor within a reasonable period of time after receipt by the Architect. C.In the event that shop drawings are rejected by the Architect, they will be so noted and returned to the Contractor for resubmittals. Resubmittals are to be made within a reasonable time. D.If the shop drawings show variations from the contract requirements because of standard shop practice or other reasons, the Contractor shall make specific mention of such variations in order that (if acceptable) suitable action may be taken for proper adjustment of the Con- tract. The Contractor will not be relieved of the responsibility for executing the work in accordance with the Contract, even though the shop drawings have been reviewed. E.The Architect's review of shop drawings will be for general design and arrangement only, and shall not relieve the Contractor from responsibility for errors of any sort in shop drawings or schedules. The Contractor shall verify and be fully responsible for all dimensions and job site conditions affecting the work, and shall be responsible for furnishing and installing the proper materials required by the Contract, whether or not indicated on the shop drawings when reviewed. 1.6 REGULATIONS, CODES AND PERMITS A.All work and materials shall be in full accordance with the latest rules of the National Board of Fire Underwriters, any local or state ordinances, the State of California Code of Regulation, Electrical Regulations of the State Fire Marshal and with any prevailing rules and regulations pertaining to adequate protection and/or guarding of any moving parts or otherwise hazardous locations. B.Nothing in these plans and specifications is to be construed as permitting work not conforming with these codes. C.Should any changes be necessary in the drawings or specifications to make the work comply with these requirements, the Contractor shall notify the Architect at once and cease work on all parts of the contract GENERAL PROVISIONS 16010-3 TRADITION FITNESS CENTER which are affected. D.The Contractor shall apply and pay for all permits required by any of the legally constituted public authorities for the installation or construction of the work included under this Division. The Contractor shall arrange and pay for any inspections or examinations so required and deliver certificates of all such inspections to the Architect. 1.7 LOCATIONS A.The drawings indicate diagrammatically the desired location or arrangement of conduit runs, outlets, equipment, etc., and are to be followed as closely as possible. Proper judgement must be exercised in executing the work so as to secure the best possible installation in the available space and to overcome difficulties owing to space limitations or interference of structural conditions wherever encountered. It shall be the Contractor's responsibility to verify and coordinate the location of all outlets and lighting fixtures with the architectural, structural and mechanical drawings and with all shop drawings, including casework shop drawings. Architectural elevations and reflected ceiling plans shall generally take precedence. However, in the event of large variations between architectural and electrical drawings the Architect shall be consulted for instructions. Unless specifically indicated other- wise, all lighting fixtures and/or fixture stems shall be placed symmetrically with respect to the ceiling tile pattern or other architectural ceiling and wall modules. B.Existing conduit and pull box locations are shown schematically on the drawings as accurately as possible from the information available, but it shall be the responsibility of the Contractor to locate conduit, stubouts and pull boxes at no additional cost to the Owner. Routing of existing conduit runs shall be verified by the Contractor, and it shall be the respon- sibility of the Contractor that any existing conduit runs crossing areas of new construction and/or grading are not damaged in any way. C.In the event changes in the indicated locations or arrangements are necessary due to developed conditions in the buildings' construction or rearrangement of furnishings or equipment, such changes shall be made by the Contractor without extra cost, providing the change is ordered before the conduit runs, etc., and/or work GENERAL PROVISIONS 16010-4 __I TRADITION FITNESS CENTER directly connected to same is installed, and no extra materials are required. 1.8 PROTECTION OF WORK A.The Contractor shall protect all work, materials and equipment from damage from any cause whatever, and shall provide adequate and proper storage facilities during the progress of the work. He shall provide for the safety and good condition of all work until final acceptance of the work by the Owner, and replace all damaged or defective work, materials, and equipment before requesting final acceptance. B.The Contractor shall be held responsible for the protection and correction of the work of all trades from smears, splashes, stains or damages that might occur in the process of the work. 1.9 CLEANING OF EQUIPMENT, MATERIALS AND PREMISES A.The parts of the equipment shall be thoroughly cleaned of dirt, rust, cement, plaster, etc., and all cracks and corners scraped out clean. Surfaces to be painted shall be carefully cleaned of grease and oil spots and left smooth, clean and in proper condition to receive paint finish. 1/1- RECORD DRAWINGS A.At the beginning of the project, one blue -line print and one transparent ozalid (reproducible) of each applicable drawing, will be issued by the Architect's office for use in preparing record drawings. B.Record drawings shall be recorded on the blue -line prints as the project progresses. Upon completion of the work, the Contractor shall transfer the information to the reproducible in a neat, legible manner, using black ink only for drawing and signature, and forward it to the Architect's office, unfolded. 1.11 TESTS A.The Contractor shall make any and all tests necessary to satisfy the Owner and the Architect or his represen- tative that he has carried out the true intent and meaning of the Specifications. Should the Contractor refuse or neglect to make the required tests, the Owner may make such tests and charge the expense thereof to GENERAL PROVISIONS 16010-5 TRADITION FITNESS CENTER the Contractor to be retained out of full final payment as provided in the "General Conditions" of the Contract. B.Any work showing faults under test, and any work not in accordance with the specifications and the accompanying drawings, shall be made good by the Contractor at his own expense. 1.12 SITE INSPECTIONS A.The Contractor shall carefully examine the site and shall compare the drawings with the existing installations, and shall thoroughly familiarize himself with all existing conditions within the scope of this work. By the act of submitting a bid, the Contractor will be deemed to have made such examination and to have ac- cepted such conditions, and to have made allowance therefore in preparing his bid. 1.13 GUARANTEE A.In addition to the guarantees required in the "General Conditions", all materials and equipment provided and installed under this Division of the Specifications shall be guaranteed by the Contractor for a period of one year from the date of acceptance of the work by the Owner. Should any trouble develop during this period due to defective materials or faulty workmanship, the Contractor shall furnish all necessary labor and mate- rials to correct the trouble without any cost to the Owner. 1.14 SAFETY A.Contractor shall be solely and completely responsible for condition of the premises on which the work is performed and for safety of all persons and property on the site during performance of the contract. This requirement shall not limited to normal working hours, but shall apply continuously. B.Contractor shall conform with all governing safety regulations. 1.15 EARTHQUAKE RESTRAINT A.All electrical equipment shall be braced or anchored to resist a horizontal force acting in any direction using the following criteria: GENERAL PROVISIONS 16010-6 TRADITION FITNESS CENTER Fixed Equipment on Grade: 20% of Operating Weight Fixed Equipment on Structure: 30o of Operating Weight For Flexibly Mounted Equipment - Use 2x the above values. Simultaneous Vertical Force - Use 1/3x horizontal force. B.Method of anchoring equipment and/or mechanical stops shall be certified by a Structural Engineer, registered in the State of California, as meeting these requirements. This certification shall be submitted by the Contractor to the Architect. 1.16 PAINTING A.When not already covered under the Painting Section of the Specifications all electrical work exposed to view which is not prefinished or for which other finishing instructions are not given, shall be painted in accor- dance with the Painting Section of the Specifications to match surroundings. Work to be painted shall include conduit, hangers, outlet boxes, pull boxes, surface metal raceways and similar items 1.17 MISCELLANEOUS IRON WORK A.All miscellaneous iron work required to complete and properly install the electrical work shall be furnished and installed under this Division of the Specifications. This shall include all supports, pull -in irons, etc. 1.18 GROUNDING A.Regardless of whether or not grounding is specifically shown, noted or detailed on the drawings, the Contractor shall provide grounding to at least meet minimum requirements of the National Electrical Code (current edition). Additional grounding provisions shall be provided in compliance with Section 16450 of this Specification. 1.19 ROOF PENETRATIONS A.Provide suitable roof jacks or pitch pockets wherever conduits penetrate the roof surface to accomplish complete waterproofing complying with the quality of the roof surface and meeting the highest standards of the roofing trade. 1.20 MATERIALS IN GENERAL GENERAL PROVISIONS 16010-7 TRADITION FITNESS CENTER A.AII materials, equipment, parts, etc., provided under this Specification shall be new, unless specifically noted to be reused or relocated. B.All materials, equipment, parts, etc., provided under this Specification shall be in accordance with applicable portions of the current specifications and/or standards of the American National Standards Institute (ANSI), American Society for Testing and Materials (ASTM), Institute of Electrical and Electronic Engineers (IEEE), National Electrical Manufacturers Association (NEMA), National Fire Protection Association (NFPA) including the National Electrical Code (NEC) which is ANSI/NFPA Standard 70, and Underwriters' Laboratories (UL). C.All materials, equipment, parts, etc., provided under this Specification shall be Underwriters' Laboratories (UL) labeled unless specific approval is obtained from the Architect to substitute the approval of another recognized independent laboratory, suitable to the Architect and any public agencies having jurisdiction over the project. 1.21 QUALITY ASSURANCE A.Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for the proper performance of the work of this section. END OF SECTION GENERAL PROVISIONS 16010-8 TRADITION FITNESS CENTER SECTION 16110 CONDUIT AND FITTINGS PART 1 - GENERAL 1.1 RELATED DOCUMENTS Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Section, apply to work specified in this Section. 1.2 APPROVAL AND MARKING A.All raceways shall comply with the requirements of the Underwriter' Laboratories and shall be delivered to the site in standard lengths with each length bearing the manufacturer's trademark or stamp and the Underwriters' label of approval. PART 2 - PRODUCT 2.1 CONDUIT AND FITTINGS A.Rigid steel conduit shall be zinc coated on the exterior and may be zinc or enamel on the interior. Couplings and locknuts, etc., shall be hot dipped galvanized or sheradized. All couplings, etc., shall be of the threa- ded type only. B.Bushings for standard weight rigid steel conduit shall be nonmetallic for 1" and smaller. For conduits 1-1/4" and larger, insulated metallic bushings shall be used. Bushings shall be 0. Z. Electrical Mfg. Co., Type "B" regular type or Type "BL" grounding type. C.Intermediate metal conduit (IMC) shall be rigid, zinc coated steel meeting UL 1242. Couplings, lockouts and bushings for IMC shall be threaded, comparable to those specified for standard weight rigid steel conduit. D.Electrical metallic tubing shall be galvanized or sheradized. Couplings and connectors shall be galvanized or cadmium plated, steel or die cast, insulated throat and shall be of the compression type. 1 CONDUIT AND FITTINGS 16110-1 TRADITION FITNESS CENTER Approved fittings are: Manufacturer Connector Coupling Appleton TW-CSI Series TWC-CS Series Appleton 86T Series 95T Series Bridgeport 250-DCI Series 260_DC Series Regal 6015-6065 Series6ll-616 Series E.Flexible metallic conduit shall be standard or intermediate weight hot dipped galvanized steel and shall have all fittings hot dipped galvanized or sheradized. Fittings shall be the squeeze type. Fittings which use a screw to bind against the tubing will not be accepted. Screw -In "Jake" connectors will be accepted only if the conduit is cut "square". Aluminum flexible conduit is not acceptable under this specification. F.Neoprene jacketed flexible metallic conduit shall be Type UA, liquid tight (sealtite). See this section under mandatory application of liquid tight flexible conduit. Fittings shall be equal to Appleton "STN" series. G.Polyvinyl-chloride (PVC) conduit shall be rigid heavyweight type, Schedule 40, complete with PVC fittings. PART 3 - EXECUTION 3.1 UNDERGROUND CONDUIT INSTALLATION A.All conduits installed underground, regardless of type of material or size, shall be encased with a 3" concrete envelope. l.Exception: Conduit installed under a concrete slab on grade, may be installed without encasement. B.Underground conduits shall be rigid, Schedule 40 PVC. C.All riser ells and conduit extensions from underground PVC runs shall be rigid steel conduit only. Conduit extensions from rigid steel ells which are exposed shall be rigid steel only. Extensions from rigid steel ells into concealed areas shall be rigid steel or EMT at the contractors option. D.Exposed conduits stubbed up through floor slab into bottom of exposed panels, cabinets or equipment shall be lined up, evenly spaced, and shall be straight and plumb. Conduits shall be installed at sufficient depth below CONDUIT AND FITTINGS 16110-2 '-') TRADITION FITNESS CENTER slab to eliminate any part of the bend above top of slab, All conduit stub -ups shall be wrapped with 20 mil tape from a point 2" below the bottom of slab to at least 3" above slab. Tape shall be removed after slab has cured. E,All communications and data conduit runs shall be installed with long radius sweeps, and no factory ells shall be permitted. 3.2 ABOVE GROUND CONDUIT INSTALLATION A. Rigid Steel and Intermediate Metal Conduit: l.Rigid steel conduit shall be used where subject to mechanical injury, where installed in concrete, where used exposed on exterior work and where installed exposed on interior work below 8 feet or where suspended. B. Electrical Metallic Tubing: 1.Electrical metallic tubing shall be used for all interior above ground applications except where noted to be rigid steel or flexible conduit in these specifications or noted otherwise on the drawings. C. Flexible Steel Conduit: 1.Flexible steel conduit shall be used only where noted on the drawings, where required for connection to motors, etc., or with the approval of the Architect, where necessary due to structural con- ditions. 2.Plastic jacketed flexible metallic conduit shall be used in lieu of regular flexible conduit in all areas subject to moisture. D. PVC Conduit: 1. PVC conduit shall not be used above grade. 2.Connections, bending cutting, and installation shall be as recommended by the manufacturer. E.All conduit of every type, used for electrical systems of 110 volts to ground or higher, shall have a copper ground wire installed therein. See section 16450 for CONDUIT AND FITTINGS 16110-3 TRADITION FITNESS CENTER sizing of ground wire. F.Conduit shall be concealed, unless otherwise indicated. All conduit runs exposed to view, except those in attic spaces, shall be installed parallel, or at right angles to structural members, walls, or lines of the building. G. Conduit shall be kept at least 6" from the covering on hot water and steam pipes, and 18" from the covering on flues and breechings. The open ends of all conduit shall be kept closed with approved conduit seals during the construction of the building. Use approved conduit unions where union joints are necessary. Running threads will not be permitted. H.Conduit bends, other than factory ells, shall have radius of not less than 10 times the internal diameter of the conduit. I.1" and smaller conduits above metal lath ceilings or other non -accessible ceiling supported on channels shall be tied to the ceiling channels. 1-1/4" and larger conduits above such ceilings shall be suspended with pipe hangers or pipe racks or shall be secured to the superstructure with pipe straps. Conduits in metal lath or steel stud partitions shall be tied to the furring channels or the studs. In ceiling spaces and in partitions, the wires shall be spaced no more than 5 ft. apart and shall hold the conduit tight against the channels and studs at the point of tie. Tie wire shall be 16 gauge galvanized double annealed tie wire. J.Conduits 1" and smaller above suspended modular ceilings such as the tee bar, duo flex and similar ceiling systems shall be supported with spring steel clips, manufactured for that specific purpose, from the ceiling suspension wires or from separate wires provided specifically for conduit suspension. Support and attachment shall reasonably restrict lateral movement as well as provide vertical support. Conduits and attachments shall be placed so as not to interfere with upward displacement of removable ceiling tile. K.Outlet boxes above accessible suspended ceilings may be supported by devices manufactured for the purpose from the main ceiling members if they are placed so they do not interfere with either the installation of recessed lighting fixtures or the removal of ceiling tile. L.Conduit in ceiling spaces above ceilings constructed of wood CONDUIT AND FITTINGS 16110-4 "') TRADITION FITNESS CENTER and in wood stud walls shall be supported with factory made pipe straps or shall be suspended with pipe hangers or pipe racks. The pipe straps shall be attached to and shall hold the conduit tight at the point of support against the ceiling rafters and wall studs, or to 2" x 4" headers fitted between the joists or wall studs. M.Conduit placed against concrete or masonry above ground shall be fastened to the concrete with pipe straps or one -screw conduit clamps attached to the concrete by means of expansion anchors and screws. N.Pipe hangers for individual conduits shall be factory made, consisting of a pipe ring and threaded suspension rod. The pipe ring shall be malleable iron, split and hinged, or shall be springable wrought steel. Rings shall be bolted to or interlocked with the suspension rod socket. Rods shall be 3/8" for 2" conduit hangers and smaller and shall be 1/2" for 2-1/2" conduit hangers and larger. O.Pipe racks for groups or parallel conduits shall be constructed of unistrut (or similar material) of length as required, suspended on threaded rods and secured thereto with nut above and below the cross bar. All stacked one on top of the other. Conduits may be tiered on the same hanger provided that additional cross bars are installed. P.Hanger straps, rods, or pipe supports under concrete shall be attached to inserts set at the time the concrete is poured. Under wood use bolts, lag bolts, or lag screws; under steel joists or trusses use beam clamps. Q.Conduits which are suspended on rods more than 2 feet long shall be rigidly braced to prevent horizontal motion or swaying. R.Factory made pipe straps shall be one -hole malleable iron or two -hole galvanized clamps. S.Conduit shall be supported at intervals not exceeding 10 feet and in all cases with a support not more than 3 feet from the outlet and at any point where it changes in direction. Perforated straps and plumber's tape shall not be used in the support of conduits. T.All conduits which are installed at this time and left empty for future use or where conductors are to be installed by the representative of the signal system manufacturer shall have a #12 insulated, copper pull wire or 1/8" CONDUIT AND FITTINGS 16110-5 TRADITION FITNESS CENTER polyethylene rope left in place for future use. All empty conduits, including conduit stubs, shall be tagged at all exposed ends with brass tags marked as shown on the drawings or as directed by the Architect's representative. U.Where conduit passes from one type of construction to another, or where there is a possibility of dissimilar movements, a suitable flexible or expansion device shall be installed. V. Openings around electrical penetrations through fire- resistant -rated walls, partitions, floors, or ceilings shall be firestopped using approved methods to maintain the fire resistance rating. END OF SECTION CONDUIT AND FITTINGS 16110-6 TRADITION FITNESS CENTER SECTION 16111 WIREWAY AND GUTTER PART 1 - GENERAL 1.1 RELATED DOCUMENTS Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Section, apply to work specified in this Section. 1.2 RESTRICTIONS ON USE Wireways, gutter and surface metal raceways shall be used only for exposed work as defined in the NEC. PART 2 - PRODUCT 2.1 WIREWAY AND AUXILIARY GUTTER A.Wireway and auxiliary gutter shall be steel enclosed. B.Couplings and hangers shall be designed to leave the cover face unimpeded. C.Each run of wireway or auxiliary gutter shall be provided complete with all elbows, tees, offsets, cabinet connec- tors, couplings, hangers, rod hanger assemblies, end caps, and any other hardware, fittings and parts required for a complete and proper installation over the general route shown on the drawings. D.Wireway and auxiliary gutter shall be Square D Co., "Lay -In Duct" or specifically approved equal. 2.2 UNDERFLOOR DUCT A.Underfloor duct shall be installed as indicated on the plans for power and voice/data cables. PART 3 - EXECUTION 3.1 WIREWAY AND AUXILIARY GUTTER A.Wall mounted gutter shall be securely anchored with preset } inserts or suitable backing. WIREWAY AND GUTTER 16111-1 TRADITION FITNESS CENTER B.Wireway suspended from the ceiling or roof structure shall be supported at intervals not exceeding 5'-0" on center using 1/4" or 3/8" steel rod. Fittings for terminating the rod to the structure shall be specifically manufactured for type of surface or structure to which the attachment is made. C.All suspended runs shall be suitably braced to prevent swaying. 3.2 UNDERFLOOR DUCT A.Underfloor duct shall be by Walker and shall be of steel construction and shall consist of one #2 duct for power and one #4 duct for voice/data. Junction boxes shall be "casino" design. Duct shall have presets every 24 inches. Contractor shall coordinate layout with final casino machine layout. All power wiring shall be derated as required by note #8 of NEC "Notes to ampacity tables". END OF SECTION WIREWAY AND GUTTER 16111-2 TRADITION FITNESS CENTER SECTION 16120 PART 1 - GENERAL 1.1 RELATED DOCUMENTS Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Section, apply to work specified in this Section. 1.2 LUGS A.Furnish and install proper lugs in all panelboards, switchboards, gutters, etc., required to properly terminate every cable. The cutting of cable strands to fit the breaker will not be permitted. Lugs shall be Burndy, ILSCO or approved equal. B.This contractor shall install the voice/data cables as indicated on the drawings. The termination of these cables shall be by the owner. All cables shall be tagged at each end and at each junction box. PART 2 - PRODUCT 2.1 COPPER, 600 VOLTS AND LESS A.All conductors shall be delivered to the site in their original unbroken packages, plainly market or tagged as follows: 1.Underwriters' labels. 2.Size, kind and insulation of wire. 3.Name of the manufacturing company and the trade name of the wire. 4.Month and year when manufactured which date shall not exceed 2 years prior to the date of delivery to the site. B.All conductors shall be minimum of 98% conductivity, soft drawn copper. C.600 volt type THHN/THWN-2 will be allowed for branch circuit CONDUCTORS 16120-1 TRADITION FITNESS CENTER wiring #8AWG and smaller. Type XHHW-2, with high temperature rating of 90 degree C. wet or dry and a low temperature rating of -25 degree C. shall be used for all other 600 volt wiring except where specifically noted otherwise. Type THHN/THWN insulation conductors shall not be substituted for type XHHW-2 except as specified in the preceding paragraph or unless specifi- cally permitted on the drawings. D.Control circuit conductors for mechanical equipment in locations subject to abnormal temperatures on or under furnaces and heaters shall be N.E.C. listed 90 degrees C, 600 volt insulation conductors. E.All circuit conductors installed within fluorescent fixture raceways shall be 600 volt type "XHHW", "THHN" or other N.E.C. listed 90 degrees C. conductors approved for lighting fixture installation except in fixtures that have wiring raceways specifically approved for 75 degrees C. F.Minimum wire size shall be #12 AWG unless specifically noted as #14. G.All size #8 AWG and larger conductors shall be stranded. H.Connectors and terminal lugs shall be used for terminating stranded conductors #8 and larger shall be T&B, ILSCO, or equal, solderless connectors. I.All branch circuit and fixture wiring joints, splices and taps for conductors #10 and smaller shall be made with UL approved connectors listed for 600 volts. Connector bodies shall consist of a cone shape expandable coil spring insert, insulated with teflon or plastic shell. The connectors shall be the "Wing Nut" as manufactured by Ideal Industries, "Scotchlock" as manufactured by Minnesota Mining and Manufacturing Company. J.Make all connections and splices necessary to properly install and complete the work, and all splices made with other than the insulated connectors as specified in a preceding paragraph shall be taped. The tape shall be 3M "Scotch" #33 plastic electrical tape. All connections and splices shall be electrically and mechanically perfect and in strict accordance with all code requirements. K.All connections or splices located in a pull box or other CONDUCTORS 16120-2 TRADITION FITNESS CENTER space below grade or where moisture can collect shall be waterproofed. For 48 AWG and smaller wire, the recom- mended method is to use Scotchlok, or approved equal, connectors and to imbed the connectors within a "Unipak" of 3M "Scotchcast" epoxy type resin. For 46 AWG and larger use "Hi -press" hydraulically compressed connectors and heavy wall, extra length Thomas & Betts No. HS-LR series pre -applied sealant, polyolefin heat - shrinkable tube insulators for each conductor. Any other method of waterproofing shall be submitted to the Architect for approval before use. 2.2 VOICE%DATA CABLES A.Cable shall be unshielded twisted pair, extended distance, LAN cable, 24 AWG solid copper, polypropylene insulation, two twisted pair, PVC jacket, category 5, BELDEN 1588 A or equal. B.Contractor shall install one 2 pair cable to each device (telephone and data) , in conduit as shown on plans, and shall size conduits according to number of cables not to exceed 40% fill. NOTE: each cable shall be continuous from device to backboard with no intermediate splices. C.Each cable shall be identified at each end. Devices will be furnished and installed by owners representative. PART 3 - EXECUTION 3.1 COPPER, 600 VOLTS AND LESS A.Bolt type solderless connectors shall be tightened and then re -tightened after 24 to 48 hours before taping. Owner's Inspector shall be informed of this procedure during the waiting period and shall witness the act of re -tightening. B.All debris and moisture shall be removed from the conduits, boxes and cabinets. C.No oil, grease, or similar substances shall be used to facilitate the pulling in of conductors. Use mineralac, or specifically approved wire pulling compound. D.Wire in panel cabinets, pull boxes and wiring gutters shall be neatly grouped, taped together with 3M "Scotch" #33 plastic electrical tape, T&B Model Ty -Rap cable strap or laced with #12 standard lacing twine and fanned out to CONDUCTORS 16120-3 TRADITION FITNESS CENTER the terminals. E.See paragraphs under "Panelboards" as hereinafter specified for branch circuit wiring color code. F.All control wiring shall be color coded and color continuity maintained throughout the system. END OF SECTION CONDUCTORS 16120-4 TRADITION FITNESS CENTER SECTION 16130 BOXES AND CONDUIT TERMINATIONS PART 1 - GENERAL 1.1 RELATED DOCUMENTS Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Section, apply to work specified in this Section. PART 2 - PRODUCT 2.1 OUTLET BOXES A.Outlet boxes shall be pressed steel knockout type and shall be hot dipped galvanized or sherardized. All boxes shall be of proper code size for the number of wires or conduits passing through or terminating therein, but in no case shall any box be less than 4" square, unless specifically noted as smaller on the drawings. Covers shall be of the types most suitable for the fixtures or devices used at the outlets, and shall finish flush with plaster or other finished surface. Approved factory made knockout seals shall be used in all boxes where knockouts are not intact. Boxes in concrete shall be a type which will allow the placing of conduit without displacing the reinforcing bars. B.Outlet boxes shall be equal to Steel City or Bowers Manufacturing Company. C.Through boxes shall not be used and will not be approved. 2.2 FLOOR BOXES ATwo services floor boxes shall be concealed service type, 90 cubic inches minimum total capacity, decorator, polyamide plastic top with 5/32" steel reinforced hinged access plate. Floor plate shall be suitable for use in carpeted or tiled floors. Box interior shall have barriers to permit use of both power data and communications receptacles. Boxes shall be Midland Ross/Steel City Catalog No. 664 box with No. 664CST service top, standard color as selected by Architect, one or two No. 664RP duplex receptacle face plates BOXES AND CONDUITS TERMINATIONS 16130-1 TRADITION FITNESS CENTER depending on whether indicated to be single or double duplex outlet, No. 664BP blank plate, custom drilled for the required data and/or communications system outlets and No. 664WT wire tunnel if used for double duplex receptacle. 2.3 PULL BOXES A.Pull boxes shall meet all code requirements as to size for conduits terminating therein and to thickness of metal used in fabrication or casting. B.Fabricated sheet steel pull boxes shall be installed only in dry protected locations and shall be furnished with required knockouts and removable screw cover. Box shall be finished with one coat of zinc chromate and a coat of primer sealer and where exposed to public view shall be painted to match the surroundings. C.Weatherproof sheet steel pull boxes shall be fabricated of code gauge galvanized sheet steel with two coats of rust resistant finish and shall be furnished with gasket and made completely weathertight. PART 3 - EXECUTION 3.1 OUTLET BOXES A.Outlet boxes shall be used as pull boxes wherever possible and junction or pull boxes shall be installed only as required by the drawings or specifications or as directed. B.Outlet boxes in partitions shall not be installed "back-to- back". Through boxes shall not be used. C.Unless otherwise specified or noted on the drawings, boxes for the various outlets shall be as follows: 1.For light outlet boxes use minimum of 4" square, 1-1/2" deep, equipped with plaster ring and fixture supporting device as required by the unit installed. 2.For wall switch outlets, use 4" boxes with single or two gang plaster rings for one or two switches and solid gang boxes with gang plaster rings for more than two switches, unless noted otherwise on the drawings. BOXES AND CONDUITS TERMINATIONS 16130-2 T TRADITION FITNESS CENTER 3.For convenience outlets, use 4" boxes with single gang piaster ring. 4.For telephone outlets, use 4" square boxes with single gang plaster rings. 5.For clocks, use recess cabinets as recommended by the clock manufacturer for flush mounted clocks. 6.For thermostats, use 4" square boxes with single gang plaster rings. 7-For outlets not specified, use boxes and mounting heights as directed. D.All outlet boxes shall be accurately placed and securely fastened to the structure independent of the conduit. Particular care shall be taken in locating outlet boxes in acoustic tile. The plaster ring shall be set flush with the finished surface of the ceiling or wall. Hangers shall be used to support outlet boxes in all ceilings, Hangers for lighting fixture outlets shall 1 have adjustable studs. E.Outlet boxes above accessible suspended ceilings may be supported by devices manufactured for the purpose from the main ceiling members if they are placed so that they do not interfere with either the installation of recessed lighting fixtures or the removal of ceiling tile. F.All outlets shall be installed square and true, at the proper heights and shall be coordinated with the other trades to insure a proper installation. 3.2FLOOR BOXES A.Where carpeting occurs, floor boxes shall be complete with carpet flanges. B.Floor boxes shall be set flush with finish floor and set on concrete pier to prevent movement during final pour of floor. BOXES AND CONDUITS TERMINATIONS 16130-3 TRADITION FITNESS CENTER 3.3 FIRESTOPING A.All outlet boxes installed in rated walls (1 or 2 hour) shall not be closer than 24". All such outlet boxes shall also be wrapped with an approved firestoping pad(s) . U.L. listed and certified pads (s) shall be IPE Type FSP1077 or equal by Nelson. Outlets or boxes greater than 16" square shall be enclosed in a rated enclosure equal to the rated wall in which installed. END OF SECTION BOXES AND CONDUITS TERMINATIONS 16130-4 TRADITION FITNESS CENTER SECTION 16140 WIRING DEVICES PART 1 - GENERAL 1.1 RELATED DOCUMENTS Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Section, apply to work specified in this Section. PART 2 - PRODUCT 2.1 RECEPTACLES A.Duplex receptacles shall be grounding type, 15 ampere, 125 volt with two current carrying contacts and one grounding contact which is internally connected to the frame. Internal construction shall be so that current is shunted away from metallic objects inserted into any opening. Outlet shall accommodate standard parallel blade cap. Receptacles shall be Leviton 5242-W or approved equal. B.GFI duplex receptacles shall be 15 amp at the receptacle, 20 amp feed through, Leviton 6599-W or approved equal. All receptacles shown on the drawing to be GFI protected shall be either GFI receptacles or standard receptacles protected by a feed through GFI. Receptacles not shown as GFI protected shall not be connected downstream from a GFI receptacle. 2.2 SWITCHES A.Switches shall be white, totally enclosed, bakelite, or composition base, toggle type with 120/277 volt rating, back and side wired Leviton 1221-2W or approved equal. 2.3 PLATES A.All plates shall be .040" stainless steel on all outlets unless specifically noted otherwise. Plates shall be P and S type 302 alloy or approved equal. WIRING DEVICES 16140-1 f -� TRADITION FITNESS CENTER PART 3 - EXECUTION A.Receptacles shall be installed with the "U" grounding contact at the bottom. C.Switch and receptacle plates shall be mounted plumb and where two devices are mounted side -by -side or one above the other, the plates shall align, i.e. tops and/or sides of plates shall be in a straight line. D.Coordinate mounting heights of switches and receptacles with respect to splashes, counter tops, cabinets, etc., so that plates can be installed without cutting to fit. END OF SECTION WIRING DEVICES 16140-2 TRADITION FITNESS CENTER SECTION 16160 PANELBOARDS PART 1 - GENERAL 1.1 RELATED DOCUMENTS Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Section, apply to work specified in this Section. 1.2GENERAL FEATURES A.Panelboards shall be flush or surface mounting as indicated with sub -breakers as shown on panel schedules, hinged lockable doors, index card holders, engraved nameplates and proper bussing. Where indicated on the drawings, panelboards shall be furnished with lugs, contactors, time switches, relays, etc. as required. PART 2 - PRODUCT 2.1 STEEL GAUGE AND FINISH A.All panelboards shall be finished with one coat of zinc chromate and coat of primer sealer after a thorough cleaning where exposed to public view (e.g., corridors, covered passages, offices, etc.) and baked gray enamel in switchboard, janitor's, heater and storage rooms. Primer coated panelboards shall be painted to match surroundings after installation. Panelboards shall be fabricated of sheet steel of the following minimum gauges: Door and trim #12; Enclosure; code gauge steel. 2.2 KEYING A.All panelboards shall be furnished with flush locks using the manufacturer's standard lock and key. Door handles which extend beyond face of panel with integral locks will not be accepted for flush mounted panels but will be allowed on surface mounted panel. 2.3 CIRCUIT BREAKER WIRE TEMPERATURE RATING A.All circuit breakers shall be UL labeled as suitable for use with 60 degree/75 degree C. or 75 degree C. rated conductors. PANELBOARDS 16160-1 TRADITION FITNESS CENTER 2.4 CIRCUIT BREAKER FEATURES AND AUXILIARIES A.Where two or three pole breakers occur in the panels, they shall be common trip units. Single pole breakers with tie -bar between handles will not be accepted. B.All branch circuit breakers shall be padlockable in the "off" position. Locking facilities shall be factory installed. C.Where branch circuit breakers supply the power to motors and signal systems, the breakers shall be furnished with lockout clips, mounted in the "on" position" in addition to the padlockable facilities. The breakers shall be able to trip automatically with lockout clips in place. 2.5 CIRCUIT BREAKER ARRANGEMENT A.Circuit breakers shall be arranged in the panels so that the breakers of the proper trip settings and numbers correspond to the numbering in the panel schedules on the drawings. Circuit numbers of breakers shall be black -on -white micarta tabs or other previously approved method. Circuit number tabs which can readily be changed from front of panel will not be accepted. Circuit number tabs shall not be attached to or be a part of the breaker. 2.6 PANELBOARD AND CIRCUIT BREAKER IDENTIFICATION A.In addition to the engraved bakelite nameplate hereinbefore specified, panelboard manufacturer shall stencil the panel number or letter on inside of panel door to correspond with panel designation on drawings. 2.7 BUSSING A.Bussing shall be rectangular cross section copper or full length silver or tin plated aluminum. B.Each panelboard shall be equipped with a ground bus secured to the interior of the enclosure of sufficient size for the panel being used and shall have a separate lug for each ground conductor. No more than one conductor shall be installed per lug. 2.8 ANCILLARY EQUIPMENT A.Where contactors, relays and/or time switches are installed in the panelboards, they stall be installed in separate PANELBOARDS 16160-2 TRADITION FITNESS CENTER barriered sections located at the top of the panelboards under a separate lockable door in front trim which shall be keyed the same as the circuit breaker section. 2.9 GUTTER SPACE A.Minimum gutter space where feeder enters panel shall be 6" high. In all panels where double lugs are required or where feeder cable size exceeds bus size, minimum gutter space shall be 12" high at the end where feeder enters. 2.10 CARD HOLDERS A.Only welded -on metallic index card holders with clear plastic shield will be acceptable. 2.11 DIMENSIONS A.Unless specifically noted otherwise, all panelboards shall be 20" wide and nominally 5-3/4" deep. 2.12SHORT CIRCUIT CAPACITY AND SERIES RATING A.All panelboards shall have bus bracing and circuit breaker fault interrupting capability to withstand and interrupt the available rms symmetrical fault currents indicated on the drawings. In no case, however, shall this capability be less than for 10,000 amperes at 208/240 volts. E.When so indicated on the drawings or when not indicated but required to comply with paragraph "A" preceding, the panelboard main breaker (or the feeder breaker ahead of the panel if so indicated) and the branch circuit breakers shall be UL approved and tested "SERIES RATED". The shop drawing submittal shall document this rating and its suitability based on the available fault currents shown or specified. C.When series rating is being applied to panelboards with main breakers (or feeder breakers if applicable) greater than 250 amperes, the branch circuit breakers shall be rated 22,000 amperes interrupting capacity, minimum or higher if required to coordinate under the series rating and for the available fault current indicated. 2.13 MANUFACTURE A.Lighting and power panelboards for 120/208 volt, three phase, 4 wire SIN shall be as hereinafter specified. a 1 TRADITION FITNESS CENTER Circuit breakers in the panelboards shall have a minimum interrupting capacity of 10,000 amperes. Square D . . . . . . . . . . . . . Type NQOD B.Distribution panelboards for 208 volt, three phase, 3 wire shall be as hereinafter specified. Circuit breakers in the panelboards shall have a minimum interrupting capacity of 10,000 amperes. General Electric . . . . . . . . . Type CCB Square D . . . . . . . . . . . . Type I -Line Westinghouse . . . . Type POW-R-LINE 3 OR 4B C.Lighting panelboards for 277/480 volt, three phase, 4 wire shall be as hereinafter specified. Circuit breakers in the panelboards shall have a minimum interupting capacity of 14,000 amperes. Square D . . . . . . . . . . . . . Type NEHB D.Distribution panelboards for 480/277 volt, three phase, 4 wire shall be as hereinafter spaecified. Circuit breakers in the panelboards shall have a minimum inter- upting capacity of 14,000 amperes. Square D . . . . . . . . . . . . Type I -Line PART 3 - EXECUTION 3.1COLOR CODING A.Wiring for branch circuits shall be color coded and shall be so noted on the directory in panels. The same color coding system shall be used throughout the entire job. Color coding shall be as follows: 120/208 volt Phase A hot leg black Phase B hot leg red C hot leg blue 277/480 volt Phase A hot leg yellow Phase B hot leg brown C hot leg orange PANELBOARDS Neutral . . . . . white Switch legs . . . purple Phase or other appropriate color 16160-4 Neutral . . . . . white Switch legs . . . purple Phase or other appropriate color TRADITION FITNESS CENTER 3.2DIRECTORY A.Each panel shall have a neatly typewritten directory with the name and number of the room, area or the equipment served by each circuit breaker which shall correspond with the final circuit arrangement, including all addenda and change orders. Where rooms are provided with room numbers and/or nameplates, these same numbers and names shall be used in lieu of those shown on the drawings. Spaces in directories for spare circuit breakers shall be neatly marked "Spare" in pencil. The directory shall also indicate the panel designation, voltage and phase at the top. Each directory shall be mounted in the index card holder behind a clear plastic window. END OF SECTION PANELBOARDS 16160-5 TRADITION FITNESS CENTER SECTION 16170 DISCONNECT SWITCHES, MISCELLANEOUS POWER AND CONTROL DEVICES PART 1 - GENERAL 1.1 RELATED DOCUMENTS Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Section, apply to work specified in this Section. PART 2 - PRODUCT AND EXECUTION 2.1 DISCONNECT SWITCHES A. Disconnect switches shall be 250 volt or 600 volt AC, NEMA Type HD, quick make, quick break, horsepower rated, non - fusible or fusible switches in NEMA Type I or NEMA Type 3R (as required) enclosure, with number of poles and amperage as indicated on the drawings. Disconnect switc- hes shall be complete with padlockable door and door interlock that prevents the door from being opened unless the operating handle is in the "off" position. Fuses shall be NEMA Class K-5, dual element, time delay, current -limiting type. 2.2 TIME SWITCH A.Time switch shall be a Tork, 7 day calender dial with 16 hour automatic re -wind spring powered reserve. 2.3 PHOTOELECTRIC CONTROL (PHOTOCELL) A.Photocell shall be outdoor, weatherproof, in surface, cast box. Contact ratings, 2000 watt load at 120 or 208/277 volts. Operating level adjustable from 2 footcandles to 50 footcandles. Control shall be Tork Catalog No. 2101 (120 volt) or 2104 (208/277 volt). END OF SECTION DISCONNECT SWITCHES, MISCELLANEOUS POWER AND CONTROL DEVICES 16170-1 TRADITION FITNESS CENTER SECTION 16450 GROUNDING PART 1 - GENERAL 1.1 RELATED DOCUMENTS Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Section, apply to work specified in this Section. Part 2 - PRODUCT AND EXECUTION 2.1 CODES A.Grounding shall be executed in accordance with all applicable codes and regulations both of the State of California and local authorities having jurisdiction. 2.2 GROUND WIRE IN CONDUITS A. An insulated copper ground wire shall be installed in all conduits, whether branch circuit or feeder circuit containing wiring operating at 120 volts nominal or greater, whether overhead or underground, regardless of conduit material. This shall be done whether or not a ground wire is specifically indicated on he drawings. B.Where insulated conductors are used and green insulation is not available, ground wires shall be identified at each end and at all junction and pull boxes with a 2" wide band of green plastic tape. 2.4 EQUIPMENT GROUNDS A.The equipment grounds for all equipment within the distribution system shall be connected to the grounding system as shown on the drawings. 2.6 GROUND CONNECTION TO OUTLET BOXES A.Ground conductors for branch circuit wiring shall be attached at each outlet to the back of the box using drilled and tapped holes and washer head screws. 2.7 GROUND BUS GROUNDING 16450-1 TRADITION FITNESS CENTER A.Each panelboard, switchboard, pull box or any other enclosure in which several ground are terminated shall be equipped with a ground bus secured to the interior of the enclosure. The bus should be equal to the phase bus size and shall have a separate lug for each ground conductor. No more than one conductor shall be installed per lug. END OF SECTION GROUNDING 16450-2 y .R TRADITION FITNESS CENTER SECTION 16470 SWITCHBOARDS AND MOTOR CONTROL CENTERS PART 1 - GENERAL 1.1 RELATED DOCUMENTS Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Section, apply to work specified in this Section. 1.2 APPLICABLE STANDARDS A.All switchboards provided under this specification shall meet all applicable requirements of the appropriate NEMA and ANSI Standards and shall be UL approved. PART 2 - PRODUCT 2.1 GENERAL A.Distribution section shall be 42" wide and contain molded case subbreakers as indicted on the single line. Circuit breakers shall be Square D. Circuit breakers shall be bolted to the main bus. Plug -In design is not acceptable, except for Square D "I -Line". B.All circuit breakers and switches shall be supplied with engraved bakelite nameplates indicating the equipment controlled and shall be lockable in the off position. C.Each distribution section including motor control switchboard sections shall be equipped with a ground bus securely fastened to the interior of the enclosure, The bus shall be equal to the neutral bus and shall have a separate lug for each ground conductor. No more than one conductor shall be connected to a lug. D.All bussing shall be rectangular cross section copper or electrostatically silver or tin plated aluminum and shall be braced for 50,000 amperes, rms, symmetrical E.Switchgear manufacturer shall certify in writing that fuse/breaker selection proposed will limit available SWITCHBOARDS AND MOTOR CONTROL CENTERS 16470-1 .t _,) TRADITION FITNESS CENTER fault current on branch circuits to 10,000 amps. 2.2 MOTOR CONTROL CENTER A.Motor control center shall be NEMA Class 1, 480 volt, three phase, three pole, floor standing, dead front, dead rear unit with facilities as hereinafter specified and breakers or switches as shown on the single line. B.The motor control center shall contain circuit breakers or motor circuit protectors, magnetic motor starters, control relays and other control devices and pilot lights for the circuits supplied as shown on the me- chanical and/or electrical wiring diagrams. C.Magnetic motor starters shall be full voltage, across the line starters, 600 volt (max) rated, three phase, and shall be horsepower rated for the motor controlled and shall be equipped with properly sized overload elements in each phase. D.Furnish all starters in barriered compartments complete with pilot lights, HOA switches, and control power transformers. Each unit shall be identified with an engraved bakelite nameplate attached with rivets or screws identifying the equipment served. E.All connecting wiring within the motor control center shall be installed by the manufacturer. Control wiring shall conform to the approved wiring diagrams prepared by the equipment or controls supplier. The Contractor, under this Division of the Specifications shall be responsible to determine that the shop drawings submitted meet these requirements and shall sign the drawings indicating that he has coordinated and approved the drawings before submittal. 2.3 VARIABLE SPEED MOTOR DRIVES A. Provide adjustable frequency motor drives in the motor control center as shown on the drawings. These drives shall be connected to control building fan motors provided under Division 15. Certified factory start-up shall be provided for each drive by a factory authorized service center. A certified start-up form shall be filled out for each drive with a copy provided to the Engineer, and a copy kept on file at the manufacturer. Warranty shall be 24-months from the date of start-up, not to exceed 30-months from the date of shipment. The warranty shall include all parts, labor, travel time, and expenses. L SWITCHBOARDS AND MOTOR CONTROL CENTERS 16470-2 TRADITION FITNESS CENTER The drive shall be manufactured by Asea-Brown-Boveri (ABB) or equal by Reliance or Baldor. B.Adjustable frequency motor drive consisting of a Pulse Width Modulated (PWM) invertor for use on a standard NEMA Design B induction motor. The drive shall be manufac- tured in the USA. The variable frequency drives (VFD's) shall be solid state, with Pulse Width Modulated (PWM) output waveform (VV1, six -step, and current source drives are not acceptable). The entire VFD package as specified herein shall be enclosed in a NEMA 1 enclosure, completely assembled and tested by the manufacturer. The VFD shall employ a full wave recti- fier (to prevent input line notching), DC bus choke, DC bus filter capacitors, and insulated Gate Bipolar Transistors (IGBT's) as the output switching device (SCR'S GTO'S and Darlington transistors are not accept- able). The drive efficiency shall be 97% or better at full speed and full load. Fundamental power factor shall be 0.98 at all speeds and loads. C.Manufacturer with SCR inputs shall provide an isolation transformer either built into the cabinet or pay for installation and wiring of the transformer. D.The invertor manufacturer shall provide estimated line distortion percentages in accordance with IEEE STD-519, based upon the total connected horsepower and source KVA of power of distribution system. E.All printed circuit boards shall be completely tested and burned - in before being assembled into the completed VFD. The VFD shall then be subjected to a preliminary functional test, eight (8) hour burn -in, and computerized final test. The burn -in shall be at 1130 F (450 C) , at full rated load, or cycled load. Drive input power shall be continuously cycled for maximum stress and thermal variation. F.VFD's shall be UL listed. The VFD's shall be designed to meet the requirements of the following standards: IEC 801-2, IEC 801-4, IEC 255-4. G. Input 440/460/480 VAC +/10%. 3-phase, 48 - 63 HZ. H.Environmental operating conditions: 0 to 45" C, 0 to 3300 feet above sea level, less than 95% humidity, non -condensing. I.The VFD shall have the ability to automatically restart after an overcurrent, overvoltage, undervoltage, or loss of input 1 SWITCHBOARDS AND MOTOR CONTROL CENTERS 16470-3 I TRADITION FITNESS CENTER signal protective trip. The number of restart attempts and trial time shall be programmable. J.The VFD shall be capable of starting into a rotating load (forward or reverse) and accelerate or decelerate to setpoint without safety tripping or component damage (flying start) . Coast to stop before restart shall not be required. K.The customer terminal strip shall be isolated from the line and ground. L.Prewired 3-position Hand -Off -Auto switch and speed potentiometer shall be included. When in "Hand", the VFD will be started, and the speed will be controlled from the speed potentiometer. When in "Off", the VFD will be stopped. When in "Auto", the VFD will start via an external contact closure, and its speed will be controlled via an external speed reference. M.The drive shall employ three (3) current limit circuits to provide trip free operation: l.The slow current regulation limit circuit shall be adjustable ] from 50% to 110% of the VFD's variable torque current rating. This adjustment shall be made via the keypad, and shall be displayed in actual amps, and not as percent of full load. 2.The rapid current regulation limit shall be fixed at 145% of the VFD's variable torque current rating. 3.The current switch -off limit shall be fixed at 150% of the VFD's variable torque current rating. N.The overload rating of the drive shall be 110% of its variable torque current rating for 1-minute every 10-minutes, and 115% of its variable torque current rating for 2-seconds every 10-seconds. O.The VFD shall have input line fuses standard in the drive enclosure. P.The VFD shall have a manual speed potentiometer in addition to using the keypad as a means of controlling speed manually. Q.All VFD's to have the following adjustments: 1.Five (5) programmable critical frequency lockout ranges to prevent the VFD from continuously operating at an SWITCHBOARDS AND MOTOR CONTROL CENTERS 16470-4 TRADITION FITNESS CENTER unstable speed. 2.0ne (1) programmable analog input shall accept a current or voltage signal for speed reference. Analog inputs shall include a filter; programmable from 0.01 to 10-seconds to remove any oscillation in the input signal. The minimum and maximum values (gain and offset) shall be adjustable within the range of 0- 20 ma and 0-10 volts. 3.Two (2) programmable analog outputs proportional to frequency, motor speed, output voltage, output current, motor power, or DC bus voltage. 4.Two (2) independently adjustable accel and decel ramps. These ramp times shall be adjustable from 1 to 1800- seconds. 5.The VFD shall ramp or coast to a stop, as selected by the user. R.The following operating information displays shall be standard on the VFD digital display. The display shall be in complete English words (alpha -numeric codes are not acceptable): Output Frequency Motor Speed (RPM) Motor Current Calculated Motor Power DC Bus Voltage Output Voltage Heatsink Temperature Analog Input Values Keypad Reference Values Elapsed Time Meter kWh Meter S.The VFD shall have the following protection circuits. In the case of a protective trip, the drive shall stop, and announce the fault condition in complete words (alpha- numeric codes are not acceptable). 1.Overcurrent trip 200% of the VFD's variable torque current rating. 2.Overvoltage trip 130% of the VFD's rated voltage. 3.Undervoltage trip 60% of the VFD's rated voltage. 4.Ground fault. } SWITCHBOARDS AND MOTOR CONTROL CENTERS 16470-5 TRADITION FITNESS CENTER 5.Adaptable electronic motor overload (1-t). The electronic motor overload protection shall protect the motor based on speed, load curve, and external fan parameter. Circuits which protect the motor only at full speed are unacceptable. T.Speed command input shall be via: l.Keypad or manual speed potentiometer; as selected by the user. 2.One analog input, capable of accepting a 0-2ma, 4-20ma, 0-10 volts, 2-10 volts signal. Input shall be isolated from ground, and programmable via the keypad for different uses. 3.Analog inputs shall have a programmable filter to remove any oscillation of the reference signal. The filter shall be adjustable from 0.01 to 10-seconds. The analog input should be able to be inverted, so that minimum reference corresponds to maximum speed, and maximum reference corresponds to minimum speed. The minimum and maximum values (gain and offset) shall be adjustable within the range of 0-20 ma and 0-10 volts. PI setpoint control to be included. END OF SECTION SWITCHBOARDS AND MOTOR CONTROL CENTERS 16470-6 TWITION FITNESS CENTER SECTION 16500 LIGHTING FIXTURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Section, apply to work specified in this Section. 1.2 FIXTURES IN GENERAL A.Lighting fixtures shall have all parts and fittings necessary to completely and properly install the fix- ture. All fixtures shall be completely wired with conductors meeting applicable Underwriters' Laboratories requirements. All fixtures shall be equipped with lamps of size and type specified. B.All fixtures shall be complete with accessories, end caps, plaster frames, yokes, hangers, etc., which are required for the specific installations and physical conditions encountered in this project. C.The catalog numbers included in the description of the various types of lighting fixtures shall be basically considered to establish the type or class of the fixture with a particular manufacturer only. The fixture length, number of lamps, component materials, accesso- ries and all other features required to fulfill the total description of the fixture based on all drawing and specification information shall be complied with regardless of whether or not the catalog number specif- ically includes these features. If any conflict exists between the catalog number and the description, the Contractor shall either resolve the conflict with the Architect prior to submittal of his bid or furnish the fixture to meet the intent as later interpreted by the Architect without change in contract price. D.Contractor to clean and re -lamp all existing interior fixtures. LIGHTING FIXTURES 16500-1 TRADITION FITNESS CENTER specified hereinafter under "Fixture Types". 2.2 BALLASTS A.General: The ballasts described following shall be used in all fixtures regardless of whether or not the catalog number defines the described ballast, unless specifically indicated otherwise. Unless the fixture is dual switched, only one ballast shall be furnished for each fixture B.Fluorescent: 1.Electronic: Ballast shall be integrated circuit, fully solid state type, U.L. listed and labeled and fully self protected. Ballast shall be suitable for F40, T12, energy saving 32 watt T8, 48" bi-pin rapid start lamps. Electromagnetic interference shall meet or better the Federal Communications emi Class A and Class B emission limitations. High voltage surge protection shall be within the guidelines of IEEE Publication 587, Category A. Neutral phase (third harmonic) current shall be limited to a maximum of 30% of the input current for T8 lamps and 10% (using integrated circuit technology) for T12 lamps. Ballast noise level shall be below audible under typical "quiet" ambient conditions such as sound stages. Crest factor shall not exceed 1.4. C.High Pressure Sodium: All ballasts for high pressure sodium lamps shall be high power factor, high reactance, autotransformer type and shall be approved by the lamp manufacturer for the particular lamp controlled. PART 3 - EXECUTION 3.1 GENERAL A.Unless specifically indicated otherwise, all lighting fixtures and/or fixture stems shall be placed symmetri- cally with respect to the ceiling tile pattern or other architectural ceiling and wall modules. LIGHTING FIXTURES 16500-3 TRADITION FITNESS CENTER 1.3 SURFACE MOUNTED FIXTURES A.All surface mounted fluorescent fixtures shall be suitable for mounting on low density material. 1.4 RECESSED FIXTURES A.Recessed incandescent fixtures shall have Underwriters Laboratories labeling for through wiring. B.Recessed incandescent fixtures shall have Underwriters Laboratories approved thermal protection (TP). 1.5 CONTINUOUS ROW FLUORESCENT FIXTURES A.Fixture catalog numbers called out hereinafter are for individual units. Where two or more units are combined for continuous row installation, the Contractor shall furnish and install the necessary accessories for the indicated requirements. PART 2 - PRODUCT 2.1 LAMPS A.General: Lamps shall be new, for the wattage indicated and the voltage to which applied and shall be General Electric, North American Phillips or Sylvania. Each fixture or lighting outlet shall be supplied with the proper lamps. B.Incandescent: 1.General purpose incandescent lamps shall be inside frosted medium base for 200 watts and smaller and mogul base for 300 watts and larger. 2.Reflector lamps shall be PAR-38 or R40 as required unless otherwise specified hereinafter under "Fixture Types". C.Fluorescent: All fluorescent fixtures shall be for 48" rapid -start lamps unless specifically indicated other- wise. D.High Pressure Sodium: 1.High pressure sodium lamps shall be used only with high pressure sodium ballasts and shall be of the wattage as called for on the drawings and/or as LIGHTING FIXTURES 16500-2 I TRADITION FITNESS CENTER B.All fixtures of one type shall be of one manufacture and of identical finish and appearance. 3.2 RECESSED FIXTURES A.Recessed fixtures for feed -through wiring shall have plaster frame or mounting frame and attached junction box. Lamp enclosure, reflectors and finish wiring shall not be installed until plastering is completed. Finish trim shall not be installed until finish painting of the adjacent surface is completed. B.The Contractor shall verify the ceiling condition for each recessed fixture before placing final order for fixtures. Recessed fixtures shall be complete with the proper type mounting accessories required for the ceiling condition in which the fixture is mounted. 3.3 FIXTURES IN OR ON DEMOUNTABLE (TEE, ETC.) SUSPENDED CEILINGS A.Where suspended fixtures are shown to be mounted from a suspended "tee bar" ceiling or any related form of suspended ceiling, the fixtures shall be supported, using specifically approved devices, directly from the building structure. They shall not, to any extent, depend on the ceiling system for support even though the fixture hangers may be located at the ceiling members. Where fixtures are located between ceiling members the hangers shall be attached to bridging channels (1-1/2" minimum) provided under this section, across main ceiling channels. Even in this case, however, the actual support of the hanger shall be by wire or rod to the building structure. Any additional hanging wires or rods required for the support of fixture hangers shall be the responsibility of the Contractor under this Division of the Specification. Hanger wires shall be as noted on the plans. END OF SECTION LIGHTING FIXTURES 16500-4 BUILDING ENERGY ANALYSIS REPORT PROJECT: Fitness Building -Tradition Club Assoc. 78505 Old Ave 52 La Quinta, Ca 92253 Project Designer: MAI Design Group 383 Inverness Parkway, Suite 190 Englewood, CO 80112-5862 (720) 266-2582 Report Prepared by: Tim Scott Scott Design and Title 24, 1 77-085 Michigan Drive Palm Desert, Ca 92211 (760) 200-4780 Job Number: Date: 12/16/2010 a �� k cl� OF LA av/Nra BUILDING a SRFF APPROVED FOR CONSTRUCTION oq rE Z_2 ay 10 RECEIVED JAN 13 2011 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC—www.energysoft.com. EnergySro 5.1 by EnergySoft User Number: 6712 RunCode: 2010-12-16T09:50:29 ID: I I TABLE OF CONTENTS I Cover Page Table of Contents Nonresidential Performance Title 24 Forms Form ENV-MM Envelope Mandatory Measures Form LTG-4-C Tailored Method Worksheet Form LTG-MM Lighting Mandatory Measures Form OLTG-1-C Certificate of Compliance Form OLTG-2-C Lighting Compliance Summary Form MECH-MM Mechanical Mandatory Measures HVAC System Heating and Cooling Loads Summary Zone Load Summary Room Load Summary Room Heating Peak Loads Room Cooling Peak Loads Room Cooling Coil Loads 1 2 3 34 35 37 38 42 45 46 51 56 61 70 80 PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 1 of 3) PERF-1 C Project Name Date citness Building -Tradition Club Assoc. 1 1211612010 Project Address Climate Zone Total Cond. Floor Area Addition Floor Area 78505 Old Ave 52 La Quinta CA Climate Zone 15 5,096 n/a GENERAL INFORMATION Building Type: m Nonresidential ❑ High -Rise Residential ❑ Hotel/Motel Guest Room ❑ Relocatable - indicate ❑ specific climate zone ❑ all climates Phase of Construction: m New Construction ❑ Addition ❑ Alteration STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to a Building using the performance compliance approach. The documentation author hereby certifies that the documentation is accurate and com fete. Documentation Author Name Tim Scott Signature Company Scott Design and Title 24, Inc, Date 1211612010 Address 77-085 Michigan Drive Phone (760) 200-4780 City/State/Zip Palm Desert, Ca 92211 The Principal Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the energy efficiency requirements contained in sections 110, 116 through 118, and 140 through 149 of Title 24, Part 6. Please check one: ENV. LTG. MECH. I 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 C nlifnrnia ns a civil enaineer. mechanical engineer, electrical engineer, or I am a licensed architect. I 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 ror ns preparaton; anu Liar i aiii a Mlul iacu contractor performing this work. affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document ❑ ❑ ❑ because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. Principal Envelope Designer Name Bill Wenchell Signature Company MAI Design Group Date Address 383 Inverness Parkway, Suite 190 License # City/State/Zip Englewood, CO 80112-5862 Phone (720) 266-2582 Principal Mechanical Designer Name Tim Scott Signature Company Scott Design and Title 24, Inc. Date Z )-0 t Address 77-085 Michigan Drive License # CIVIStatelZO Palm Desert, Ca 92211 Phone (760) 200-4780 Principal Lighting Designer Name Bill Wenchell Signature Company MAI Design Group Date Address 383 Inverness Parkway, Suite 190 License # City/State/Zip Englewood, CO 80112-5862 Phone (720) 266-2582 INSTRUCTIONS TO APPLICANT COMPLIANCE & WORKSHEETS (check box if worksheets are included) m ENV-iC Certificate of Compliance. Required on plans. m MECH-1C Certificate of Compliance. Required on plans. ® LTG-1 C Certificate of Compliance. Required on plans m LTG-2C Lighting Controls Credit Worksheet. © LTG-3C Indoor Lighting Power Allowance. 5A User Number. 6712 Wj MECH-2C Hlr/Waier JILe/JerVH)e r10L VYarer a m MECH-3C Mechanical Ventilation and Reheat. m MECH-5C Mechanical Equipment Details. Run Co de: 2010.12-16 T09:50:29 ID: obi nequliemen w. W-113] PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 2 of 3) PERF-1C Project Name Date Fitness Buildinq-Tradition Club Assoc. 11211612010 ANNUAL TDV ENERGY USE SUMMARY (kBtu/sgft-yr) Standard Proposed Compliance FnP.rnv Cmmnnnent Design Design Margin Space Heating Space Cooling Indoor Fans Heat Rejection Pumps & Misc. Domestic Hot Water Lighting Receptacle Process Process Lighting TOTALS 3.21 1.63 1.58 210.99 154.16 56.82 54.14 85.50 -31.36 0.00 0.00 0.00 0.00 0.00 0.00 17.63 14.29 3.33 86.35 112.27 -25.92 32.05 32.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 404.36 399.90 4.46 Heating Cooling Fans Heat Rej Pumps DHW Lighting _ Receptacle Process Process Ltg Percent better than Standard 1.1 % 1.1 % excluding process) BUILDING COMPLIES GENERAL INFORMATION Building Orientation (S) 160 deg Conditioned Floor Area 5,096 sqft. Number of Stories 1 Unconditioned Floor Area 225 sqft. Number of Systems 6 Conditioned Footprint Area 5,096 sqft. Number of Zones , 11 Natural Gas Available On Site Yes Front Elevation Left Elevation Rear Elevation Right Elevation Total Roof Orientatinn Gross Area (S) 1,545 (W) 1,201 (N) 1,407 (E) 741 4,894 5,096 Prescriptive Lighting Power Density Prescriptive Envelope TDV Energy Remarks: Standard 1.277 W/sgft. 190,402 sqft. sqft. sqft. sqft. sqft. sqft. Glazing Area 365 7 183 23 578 0 Proposed 1.605 W/sqft. 164,278 sqft. sqft. sqft. sqft. sqft. sqft. r,la7inn Rstin 23.6 % 0.6 % 13.0 % 3.2 % 11.8 % 0.0 % Prescriptive Values for Comparison only. See LTG-1 C for allowed LPD. Number.' PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 3 of 3) PERF-1 C Project Name Date Fitness Building -Tradition Club Assoc. 11211612010 ZONE INFORMATION Floor Pro Svstem Name Zone Name Occupancy Type (sgft.) _ W sff t Wlsft2 W Slf 3 Allowed /s Tailored W//dCs HP 1 Yoga Exercise, Gymnasium 673 1.004 0.2011 1.300 HP 2 & 3 CardlolCircuit Exercise, Gymnasium 1,740 1.609 0.175 1.400 Free Weights Exercise, Gymnasium 281 2.491 0.498 1.400 HP 4 Relaxation Room Exercise, Gymnasium 300 3.267 0.773 1.400 Therapy 1 Exercise, Gymnasium 124 1.2581 0.252 1.400 Therapy 2 Exercise, Gymnasium 112 1.393 0.279 1.400 FoyeNReception Lobby, Main Entry 643 3.994 0.740 1.100 HP 5 Men's Locker Room LockerlDressing Room 563 1.837 0.326 1.100 HP 6 Women' Locker Room Locker/Dressing Room 660 1.167 0.197 1.100 Mech Room Electrical, Mechanical Room 78 0.333 0.067 Mech/Elec Room Electrical, Mechanical Room 147 0.531 0.106 Notes: 1. See LTG-1 C 2. See LTG-2C 3. See LTG-3C 4. See LTG-4C Items above require special documentation (items marked with asterisk, see LTG-1-C by others by others) EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justifications, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. The DHW System Bradford -White Corp. EF-60T-125E-3NA is a non-NAECA large storage gas water heater. Verify DHW details. The HVAC System HP 1 incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the MECH-4-A. The HVAC System HP 2 & 3 incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the MECH-4-A. The HVAC System HP 4 incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the MECH-4-A. The HVAC System HP 5 incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the MECH-4-A. The HVAC System HP 6 incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the MECH-4-A. The HVAC System Lennox XP17-048-230* A Premium Efficiency 0.50 BHP Supply Fan Motor has been specified. The HVAC System Lennox XP17-060-230* A Premium Efficiency 0.70 BHP Supply Fan Motor has been specified. The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. Authorized Signature or Stamp EnemvPro 5.1 by EnemvSoft User Number, 6712 Run Code: 2010-12-16T09:50:29 ID: Page 5 of 89 I CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV-1 C AND FIELD INSPECTION ENERGY CHECKLIST Project Name Fitness Building -Tradition Club Assoc. Date 1211612010 Project Address Climate Zone 78505 Old Ave 52 La Quinta 15 Total Cond. Floor Area 5,096 Addition Floor Area n/a GENERAL INFORMATION Building T oe: m Nonresidential ❑ High -Rise Residential ❑ Hotel/Motel Guest Room ❑ Schools (Public School) ❑ BRiedlocatable Pubiic School m Conditioned Spaces ❑ Unconditioned Spaces ❑ Skylight Area for Large Enclosed Space >_ 8000 ft2 (If checked include the ENV-4C with submittal) Phase of Construction: m New Construction ❑ Addition ❑ Alteration Approach of Compliance: ❑ Component m Overall Envelope ❑ Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: I 160 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION 7 Ta /ID 2 AssemblyType .-. y Q c N W W OZ i �y r 7 i V& m d 6 W �v ° N W U.c9 ° 7 41 ClL K C Q �Q C O C VN y a li 1 Roof 673 (N) 0.026 R-381 4.2.1-A9 New ❑ ❑ 2 Wall 232 (E) 0.069 R-21 4.3.1-A6 New ❑ ❑ 3 Wall 62 (S) 0.069 R-21 4.3.1-A6 New ❑ ❑ 4 Wall 248 (WA/) 0.069 R-21 4.3.1-A6 New ❑ ❑ 5 Wall 200 (N) 0.069 R-21 4.3.1-A6 New ❑ ❑ 6 Slab 673 (N) 0.730 None 4.4.7-A1 New [10 7 Roof 1,740 (N) 0.026 R-38 4.2.1-A9 New ❑ ❑ 8 Wall 38 (E) 0.069 R-21 4.3.1-A6 New ❑ ❑ ❑ ❑ V ❑ ❑ 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID' Fenestration Type 2 i a C N W O Z V ° i LL U. > > N '�•• N 2- 2 0 N fA > O y 'a 7 O .�. V N N U) a _ {p u- 1 Window 23 (E) 0.250 NFRC 0.390 NFRC ❑ New ❑ ❑ 2 Window 45 (S) 0.250 NFRC 0.390 NFRC ❑ New ❑ ❑ 3 Window 58 (S) 0.250 NFRC 0.390 NFRC ® New ❑ ❑ 4 Window 58 (S) 0.250 NFRC 0.390 NFRC 0 New ❑ ❑ 5 Window 58 (S) 0.250 NFRC 0.390 NFRC 0 New ❑ ❑ 6 Window 58 (S) 0.250 NFRC 0.390 NFRC ® New ❑ ❑ 7 Window 98 (N) 0.250 NFRC 0.390 NFRC ® New ❑ ❑ 8 Window 42 (N) 0.250 NFRC 0.390 NFRC EI New ❑ 1 ❑ 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft user Number: 6712 Run Code: 2010.12-16T09:50:29 ID: Page 6 of 69 CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV-1 C AND FIELD INSPECTION ENERGY CHECKLIST Project Name Date Fitness Building -Tradition Club Assoc. 1 1211612010 Project Address Climate Zone 78505 Old Ave 52 La Quinta 15 Total Cond. Floor Area 5,096 Addition Floor Area n/a GENERAL INFORMATION Building Type: m Nonresidential ❑ High -Rise Residential ❑ Hotel/Motel Guest Room ❑ Schools (Public School) ❑ RRedlocatable Public School m Conditioned Spaces ❑ Unconditioned Spaces g. ❑ Skylight Area for Large Enclosed Space >_ 8000 ft2 (If checked include the ENV-4C with submittal) Phase of Construction: m New Construction ❑ Addition ❑ Alteration Approach of Compliance: ❑ Component m Overall Envelope ❑ Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 160 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID' AssemblyType 2 ay v .O y Q c O _ cy mui O z O 5 D N W do oC O cm w >wiy t 'O cc L p� ey E > � °c Zi 't v x 'O .-C c -5 a a c _ a aU) cc ) in vyi a LL 9 Wall 460 (S) 0.069 R-21 4.3.1-A6 New ❑ ❑ 10 Wall 174 (K9 0.069 R-21 4.3.1-A6 New ❑ ❑ 11 Wall 230 (N) 1 0.069 R-21 4.3.1-A6 New ❑ ❑ 12 Slab 1,740 (N) 0.730 None 4.4.7-A1 New ❑ ❑ 13 Roof 281 (N) 0.026 R-38 4.2.1-A9 New ❑ ❑ 14 Wall 78 (E) 0.069 R-21 4.3.1-A6 New ❑ ❑ 15 Wall 219 (N) 0.069 R-21 4.3.1-A6 New ❑ ❑ 16 Wall 174 (l q 0.069 R-21 4.3.1-A6 New ❑ ❑ ❑ ❑ ❑ ❑ 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID' 2 Type c O �� yW O 2 ` ` uo m 0 = m 2- U = o n n O) O C v occ -Fenestration ON aN cc LL 9 Window 42 (N) 0.250 NFRC 0.390 NFRC ® New ❑ ❑ 10 Window 86 (S) 0.250 NFRC 0.390 NFRC ® New ❑ ❑ 11 Window 7 (lM 0.250 NFRC 0.390 NFRC ❑ New ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPm 5.1 by EnergySoft User Number: 6712 RunCode: 2010.12-16T09:58:29 ID: Page 7 of 89 CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV-1 C AND FIELD INSPECTION ENERGY CHECKLIST Project Name Fitness Building -Tradition Club Assoc. Date 1211612010 Project Address 78505 Old Ave 52 La Quinta Climate Zone 15 Total Cond. Floor Area 5,096 Addition Floor Area n1a GENERAL INFORMATION Building Type: m Nonresidential ❑ High -Rise Residential ❑ Hotel/Motel Guest Room ❑ Schools (Public School) ❑ RRledlocatable a. Public School m Conditioned Spaces [3Unconditioned Spaces ❑ Skylight Area for Large Enclosed Space >_ 8000 ft2 (If checked include the ENV-4C with submittal) Phase of Construction: m New Construction ❑ Addition ❑ Alteration Approach of Compliance: ❑ Component m Overall Envelope ❑ Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: I160 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID'AssemblyType 2 .2 y a 3: C N ° ui Oz v ti � 5 > Uec a> :: ° w> c wri o E> SU.. le x CL �¢ o c Y 0(f ai a° LL 17 Slab 281 (N) 0.730 None 4.4.7-A1 New ❑ ❑ 18 Roof 300 (N) 0.026 R-38 1 4.2.1-A9 New ❑ ❑ 19 Wall 60 (E) 0.069 R-21 4.3.1-A6 New ❑ ❑ 20 Wall 33 (IM 0.069 R-21 4.3.1-A6 New ❑ ❑ 21 Wall 265 (N) 0.069 R-21 4.3.1-A6 New ❑ ❑ 22 Slab 300 (N) 0.730 None 4.4.7-A1 New ❑ ❑ 23 Roof 124 (N) 0.026 R-38 4.2.1-A9 New ❑ ❑ 24 Wall 85 (E) 0.069 R-21 4.3.1-A6 New ❑ ❑ F- ❑ ❑ 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID' Fenestration Type 2 C O NO W O 2 ` M> L O m o > cn VCy N C O N) 7 v t U) a Li ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary- EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2010.12-16T09:50:29 ID: PaLe 3 of 89 CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV-1 C AND FIELD INSPECTION ENERGY CHECKLIST Project Name Fitness Building -Tradition Club Assoc. Date 1211612010 Project Address Climate Zone 78505 Old Ave 52 La Quinta 15 Total Cond. Floor Area Addition Floor Area 5,096 n/a GENERAL INFORMATION Building Type: m Nonresidential ❑ High -Rise Residential ❑ Hotel/Motel Guest Room ❑ Schools (Public School) ❑ Bledlocatable Public School m Conditioned Spaces [I Unconditioned Spaces ❑ Skylight Area for Large Enclosed Space >_ 8000 ft2 (If checked include the ENV-4C with submittal) Phase of Construction: m New Construction ❑ Addition ❑ Alteration Approach of Compliance: ❑ Component m Overall Envelope ❑ Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 160 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Tag/ID' AssemblyType 2 N a `0 3 C N y W C O z 5 lL '> ; W C.)o� or O N N 7 X {0 w> C C 2 i x 7 LU LL N N 3 W > tM O C N is �-' S LL x W E a O O. a 7 C% O .. v N N VI N a A LL 25 Wall 88 ([M 0.069 R-21 4.3.1-A6 New ❑ ❑ 26 Wall 64 (N) 0.069 R-21 4.3.1-A6 New ❑ ❑ 27 Slab 124 (N) 0.730 None 4.4.7-A1 New ❑ ❑ 28 Roof 112 (N) 0.026 R-38 4.2.1-A9 New ❑ ❑ 29 Wall 40 (E) 0.069 R-21 4.3.1-A6 New ❑ ❑ 30 Wall 64 (N) 0.069 R-21 4.3.1-A6 New ❑ ❑ 31 Slab 112 (N) 0.730 None 4.4.7-A1 New ❑ ❑ 32 Roof 643 (N) 0.026 R-38 4.2.1-A9 New ❑ ❑ ' ❑ ❑ ❑ ❑ 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID' Fenestration Type cl�° a co C w O Z 0 5 '� LL > $ d U. 'o 7 N 0 ad '� r^ _ 'o U) V1 c A > O Cc H o :° C) 6 VI W a A LL ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. Erne Pro 5.1 by Errs Soft User Number. 6712 RwnCode: 2010-12-16T09:50:29 ID: Page 9 of 89 CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV-1 C AND FIELD INSPECTION ENERGY CHECKLIST Project Name Date Fitness Building -Tradition Club Assoc. 1 1206/2010 Project Address Climate Zone 78505 Old Ave 52 La Quinta 15 Total Cond. Floor Area 5,096 Addition Floor Area n/a GENERAL INFORMATION Building Type: m Nonresidential ❑ High -Rise Residential ❑ Hotel/Motel Guest Room ❑ Schools (Public School) ❑ BRledlocatable Public School m Conditioned Spaces ❑ Unconditioned Spaces ❑ Skylight Area for Large Enclosed Space >_ 8000 ffz (If checked include the ENV-4C with submittal) Phase of Construction: m New Construction ❑ Addition ❑ Alteration Approach of Compliance: ❑ Component m Overall Envelope ❑ Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: I160 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Ta /ID' AssemblyType z ^ .0 a c o Cn `o V D y r �o ct M d %m W> �� C x 4$ > C C � K a ►+ d a a c o 7 oO oc N am LAL 33 Wall 353 (S) 0.069 R-21 4.3.1-A6 New ❑ ❑ 34 Slab 643 (N) 0.730 None 4.4.7-A1 New ❑ ❑ 35 Roof 563 (N) 0.026 R-38 4.2.1-A9 New ❑ ❑ 36 Wall 198 (Ko 0.069 R-21 4.3.1-A6 New ❑ ❑ 37 Wall 183 (N) 0.069 R-21 4.3.1-A6 New ❑ ❑ 38 Slab 563 (N) 0.730 None 4.4.7-A1 New ❑ ❑ 39 Roof 660 (N) 0.026 R-38 4.2.1-A9 New ❑ ❑ 40 Wall 305 (s) 0.069 R-21 4.3.1-A6 New ❑ ❑ ❑ ❑ ❑ ❑ 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID' Fenestration Type N N a C d W c O Z Y V k lL M 2> O1 M 2 V lL o n rn U = x W m^ 2 C± V C7 7 x o fN fA C L N > O 0d N C o .. 0 vi fNll co a ,e LL ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode. 2010-12-16r09:50.29 ID: Page 10 of 89 CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV-1 C AND FIELD INSPECTION ENERGY CHECKLIST Project Name Fitness Building -Tradition Club Assoc. Date 1 1211612010 Project Address 78505 Old Ave 52 La Quinta Climate Zone Total Cond. Floor Area Addition Floor Area 15 5,096 n/a GENERAL INFORMATION Building Tv e: m Nonresidential ❑ High -Rise Residential ❑ Hotel/Motel Guest Room ❑ Schools (Public School) ❑ Relocatable Public School m Conditioned Spaces ❑ Unconditioned Spaces Bldg. ❑ Skylight Area for Large Enclosed Space >_ 8000 ft2 (If checked include the ENV-4C with submittal) Phase of Construction: m New Construction ❑ Addition ❑ Alteration Approach of Compliance: ❑ Component m Overall Envelope ❑ Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: 160 deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION Ta /ID' AssemblyType z W 'N Q O ~lC0 N O z L U rf0 LL � 7l0 •�f0 o[ ON V 7 w> Od SC w LL > C ` 5 U. K C C a=C O O- ¢ 'O NO v N N o- LL 41 Wall 185 (E) 0.069 R-21 4.3.1-A6 New ❑ ❑ 42 Wall 280 (VIO 0.069 R-21 4.3.1-A6 New ❑ ❑ 43 Slab 660 (N) 0.730 None 4.4.7-A1 New ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS Tag/ID' Fenestration Type z ` a °3 1i vi' y w a O 2 V lC LL > V i 17 LL o > N 2 (a N 2- V i = o fn V1 C L > O o 7 o V N H a LL ❑ ❑ ❑ ❑ ❑ ❑ ❑ Ell [I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by Ener ySoR User Number: 6712 RunCode: 2010-12-16Tn9:50:29 ID: Page 1 i of 89 CERTIFICATE OF COMPLIANCE (Part 2 of 3) AND FIELD INSPECTION ENERGY CHECKLIST ENV-1 C Project Name Fitness Building -Tradition Club Assoc. Date 1211612010 ROOFING PRODUCT COOL ROOFS) (Note if the roofing product is not CRRC certified, this compliance approach cannot be used). Go to Overall Envelope Approach or Performance Approach. CHECK APPLICABLE BOX BELOW IF EXEMPT FROM THE ROOFING PRODUCT "COOL ROOF" REQUIREMENTS: Pass Fail' N/A ❑ Roofing compliance not required in Climate Zones 1 andl6 with a Low -Sloped. 2:12 pitch or less. ❑ ❑ ❑ ❑ Roofing compliance not required in Climate Zone 1 with a Steep -Sloped with less than 5 Ib/ft2. Greater than 2:12 pitch. ❑ ❑ ❑ ❑ Low -sloped Wood framed roofs in Climate Zones 3 and 5 are exempted, solar reflectance and thermal emittance or SRI that have a U-factor of 0.039 or lower. See Opaque Surface Details roof assembly, Column H of ENV-2C. ❑ ❑ ❑ ❑ Low -sloped Metal building roofs in Climate Zone 3 and 5 are exempted, solar relectance and thermal emittance or SRI that have a U-factor of 0.048 or lower. See Opaque Surface Details roof assembly below, Column H of ENV-2C. ❑ ❑ ❑ ❑ The roof area covered by building integrated photovoltaic panels and building integrated solar thermal panels are exempted. Solar reflectance and thermal emittance or SRI, seespreadsheet calculator at www.energy.ca.gov/[lile24/ ❑ ❑ ❑ ❑ Roof constructions that have thermal mass over the roof membrane with a weight of at least 25 Ib/ft are exempt from the Cool Roof criteria below. ❑ ❑ ❑ ❑ High-rise residential buildings and hotels and motels with low -sloped roofs in Climate Zones 1 through 9, 12 and 16 are exempted from the low -sloped roofing criteria. ❑ ❑ ❑ 1. If Fail then describe on this page of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. CRRC Product ID Number' Roof Slope s 2:12 > 2:12 Product Weight < 5lb/fe z 51b/ft2 Product Type Aged Solar Reflectance Thermal Emmitance SRI-' Pass Fai16 ❑ ❑ ❑ ❑ _ ❑4 ❑ ❑ ❑ ❑ ❑ ❑ ❑4 ❑ ❑ ❑ ❑ ❑ ❑ ❑4 ❑ ❑ ❑ ❑ ❑ ❑ ❑4 ❑ ❑ ❑ ❑ ❑ ❑ ❑4 ❑ ❑ ❑ ❑ ❑ ❑ ❑4 ❑ ❑ 1. The CRRC Product ID Number can be obtained from the Cool Roof Rating Council's Rated Product Directory at www. cap I root s. orclo ro d uctsis a arch . p ho 2. Indicate the type of product is being used for the roof top, i.e. single -ply roof, asphalt roof, metal roof, etc. 3. If the Aged Reflectance is not available in the Cool Roof Rating Council's Rated Product Directory then use the Initial Reflectance value from the same directory and use the equation (0.2+0.7(p;n;,;a1 — 0.2) to obtain a calculated aged value. Where p is the Initial Solar Reflectance from the Cool Roof Rating Council's Rated Product Directory. 4. Check box if the Aged Reflectance is a calculated value using the equation above. 5. The SRI value needs to be calculated from a spreadsheet calculator at htloJlwww.energy.ca.govititic24/ 6. If Fail then describe on this page of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. To apply Liquid Field Applied Coatings, the coating must be applied across the entire roof surface and meet the dry mil thickness or coverage recommended by the coatings manufacturer and meet minimum performance requirements listed in §118(i)4. Select the applicable coating: ❑ Aluminum -Pigmented Asphalt Roof Coating ❑ Cement -Based Roof Coating ❑ Other Discrepancies: Ene Pro 5.1 by EnergySoft User Number: 6712 RunCode: 2010-12-16T09:50:29 1D: Page 12 of 89 CERTIFICATE OF COMPLIANCE (Part 3 of 3) ENV-1 C AND FIELD INSPECTION ENERGY CHECKLIST Project Name Date Fitness Building -Tradition Club Assoc. 11211612010 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below is the acceptance test for Envelope Fenestrations system. The designer is required to check the acceptance tests and list all the fenestration products that require an acceptance test. If all the site -built fenestration of a certain type requires a test, list the different fenestration products and the number of systems. The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Enforcement Agency: Systems Acceptance. Before Occupancy Permit is granted for a newly constructed building or space or whenever new fenestration is installed in the building or space shall be certified as meeting the Acceptance Requirements. The ENV-2A form is not considered a complete form and is not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-103(b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copy of the ENV-2A for each different fenestration product line must be provided to the owner of the building for their records. Test Description ENV-2A Test Performed By: Fenestration Products Name or ID Area of like Reguiring Testing or Verification Products Building Envelope Acceptance Test Double Non Metal Tinted 578 13 13 13 13 11 13 13 13 13 13 EnergyPro 5.1 by EnergySoft User Number.- 6712 Run Code: 2010-12-f 6 TO9:50:29 ID: Page 13 of 89 CERTIFICATE OF COMPLIANCE (Part 1 of 3) LTG-1C Project Name Fitness Building -Tradition Club Assoc. Date 1211612010 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Installation Certificate, LTG-1- INST (Retain acopy and verity form iscompleted and signed.) Field Inspector ❑ Certificate of Acceptance, LTG-2A (Retain a copy and verify form is completed and signed.) Field Inspector ❑ A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces Installed Lighting Power listed on this Lighting Schedule is only for: m CONDITIONED SPACE ❑ UNCONDITIONED SPACE m The actual indoor lighting power listed below includes all installed permanent and portable lighting systems with §146(a). in accordance Only for offices: Up to the first 0.2 watts per square foot of portable lighting shall not be required to be included in the p calculation of actual indoor lighting power density in accordance with the Exception to §146(a). All portable lighting in 0.2 watts per square foot is totaled below. excess of Luminaire (Type, Lamps, Ballasts) Installed Watts A B C D E F G H None or Item Tag Complete Luminaire Description' (i.e, 3 lamp fluorescent troffer, F32T8, one dimmable electronic ballasts) LPL C U) N a'c� w E J How wattage Was determined 6 N 'm E E Z J x 0 �? S3: field Ins actor' CEC Default From NA8 U r�i Q H w 4 _ LL A2 (1) 4 ft Fluorescent T8 Energy Savings Elec ❑ 26.0 m ❑ 3 78 ❑ ❑ B1 (1) 4 ft Fluorescent T8 Energy Savings Elec ❑ 26.0 ® ❑ 27 702 ❑ ❑ B2 (1) 4 ft Fluorescent T8 Energy Savings Elec ❑ 26.0 ® ❑ 53 1,378 ❑ ❑ IDC1 18-60w Recessed Incandescent ❑ 1,080.0 El ❑ 1 1,080 ❑ ❑ IDC2 3-60w Incandescent ❑ 180.0 m ❑ 2 360 ❑ ❑ IDC3 12-60w Incandescent ❑ 720.0 ® ❑ 1 7201 ❑ ❑ IDC5 3-60w Incandescent ❑ 180.0 ® ❑ 4 720 ❑ ❑ IDW# 60w Surface Mount Incandescent ❑ 60.0 ® ❑ 2 120 ❑ ❑ IDW3 60w Surface Mount Incandescent ❑ 1 60.0 ® ❑ 2 120 ❑ ❑ IDW4 2-60w Wall Mount Incandescent ❑ 120.0 m ❑ 6 720 ❑ ❑ Q3 35w Low Voltage Halogen ❑ 35.0 m ❑ 16 560 ❑ ❑ R 50w Low Voltage Halogen ❑ 50.0 ® ❑ 41 2,050 ❑ ❑ R2 50w Low Voltage Halogen ❑ 50.0 ❑ ❑ 10 500 ❑ ❑ RF (1) 26w Compact Fluorescent Triple 4 Pin ❑ 28.0 ® ❑ 24 672 ❑ ❑ WP1 F (1) 13w Compact Fluorescent Triple 4 Pin ❑ 15.0 ® ❑ 4 60 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 ❑ 1 ❑ Installed Watts Page Total: 9,840 Building total number of pages: Installed Watts Building Total Sum of all pages) 9,840 Enter into LTG-1 C Page 4 of 4 1. Wattage shall be determined according to Section 130 (d and e). Wattage shall be rating of light fixture, not rating of bulb. 12 . If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5.1 by EnergySoft User Number.- 6712 Run Code: 2010-12-16T09:50:29 ID: Page 14 of 89 CERTIFICATE OF COMPLIANCE (Part 1 of 3) LTG-1 C Projflct Name Fitness Building -Tradition Club Assoc. Date 1211612010 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Installation Certificate, LTG-1- INST iRetain acopy and verily form is completed and signed.) Field Inspector ❑ Certificate of Acceptance, LTG-2A (Retain a copy and verify form is completed and signed.) Field Inspector ❑ A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces Installed Lighting Power listed on this Lighting Schedule is only for: ❑ CONDITIONED SPACE ® UNCONDITIONED SPACE m The actual indoor lighting power listed below includes all installed permanent and portable lighting systems in accordance with §146(a). Only for offices: Up to the first 0.2 watts per square foot of portable lighting shall not be required to be included in the ® calculation of actual indoor lighting power density in accordance with the Exception to §146(a). All portable lighting in excess of 0.2 watts per square foot is totaled below. Luminaire (Type, Lamps, Ballasts) Installed Watts A B C D E F G H None or Item TaoF32T8, Complete Luminaire Description' (i.e, 3 lamp fluorescent troffer, one dimmable electronic ballasts U) Iry Li a rn 2 a m O E J How wattage Was determined o2 �, � E E Z u. X U m vi ' Field Ins ector' CEC Default From NA8 `o mo :o r 0�m Q w a� ri A4 (1) 4 ft Fluorescent T8 Energy Savings Elec ❑ 26.0 ® ❑ 4 104 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Installed Watts Page Total: 104 Building total number of pages: Installed Watts Building Total (Sum of all pages) i Enter into LTG-1 C Page 4 of 4 104 1. Wattage shall be determined according to Section 130 (d and e). Wattage shall be rating of light fixture, not rating of bulb. 2 . If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. Ene Pm 5.1 6 EnergySoft User Number: 6712 Run Co de: 2010-12-f6T09:30.29 ID: page 15 of 89 CERTIFICATE OF COMPLIANCE (Part 2 of 3) LTG-1 C Project Name Fitness Building -Tradition Club Assoc. Date 1211612010 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Fill in controls for all spaces: a) area controls, b) multi -level controls, c) manual daylighting controls for daylit areas > 250 ft2, automatic daylighting controls for daylit areas > 2,500 ft2, d) shut-off controls, e) display lighting controls, f) tailored lighting controls — general lighting controlled separately from display, ornamental and display case lighting and g) demand responsive automatic controls for retail stores > 50,000 ft2, in accordance with Section 131. MANDATORY LIGHTING CONTROLS — FIELD INSPECTION ENERGY CHECKLIST Fleld Ins ector Type/ Description Number of Units Location in Building Special Features Pass Fail ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ SPECIAL FEATURES INSPECTION CHECKLIST (See Page 2 of 4 of LTG-1C) The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. Field Inspector's Notes or Discrepancies: EnergyPro 5.1 by FnergySoft User Number: 6712 RunGode: 2010-12-16T09:50:29 1D: Page 16 of 89 CERTIFICATE OF COMPLIANCE Part 3 of 3 LTG-1C Praect Name Date Fitness Building -Tradition Club Assoc. 1 1211612010 CONDITIONED AND UNCONDITIONED SPACE LIGHTING MUST NOT BE COMBINED FOR COMPLIANCE Indoor Lighting Power for Conditioned S aces Indoor Lighting Power for Unconditioned Spaces Watts Watts Installed Lighting 9,840 Installed Lighting 104 (from Conditioned LTG -IC, Pa e 2 {from Unconditioned LTG-1 C, Page 2 Lighting Control Credit 1,662 Lighting Control Credit 21 Conditioned Spaces from LTG-2Cl Unconditioned Spaces from LTG-2C Adjusted Installed _ 8,178 Adjusted Installed _ 83 Lightin Powe ILi htin Power Complies if Installed 5 Allowed Complies if Installed 5 Allowed Allowed Lighting Power 8,178 Allowed Lighting Power 158 Conditioned Spaces from LTG-3C or PERF-1 Unconditioned Spaces from LTG-3C Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below is the acceptance test for the Lighting system, LTG-2A. The designer is required to check the acceptance tests and list all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. If all the lighting system or control of a certain type requires a test, list the different lighting and the number of systems. The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Forms can be grouped by type of Luminalre controlled. Enforcement Agency: Systems Acceptance. Before Occupancy Permit is granted for a newly constructed building or space or when ever new lighting system with controls is Installed in the building or space shall be certified as meeting the Acceptance Requirements. The LTG-2A form is not considered a complete form and is not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §1 0-103(b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copy of the LTG-2A for each different lighting luminaire control(s) must be provided to the owner of the building for their records. Controls for Credits LTG-2A Controls and Sensors and Automatic Number of Daylighting Luminaire Controls Equipment Requiring Testing Description controls Location Acceptance Occ Sensor- Multi -Level (1) 4 ft Fluorescent T8 Energy Saving: 24 Yoga m Occ Sensor- Multi -Level (1) 4 It Fluorescent T8 Energy Saving: JYoga m Occ Sensor- Multi -Level 50w Low Voltage Halogen Cardio/CircuitmDimming - Manual 2-60w Wall Mount Incandescent Cardio/Circuit m Dimming - Manual 3-60w Incandescent 4 Cardio/Circuit m Occ Sensor - Multi -Level 50w Low Voltage Halogen 14 Free Weights El Dimming wlOcc Sensor 12-60w Incandescent 1 Relaxation Room El Occ Sensor- Multi -Level (1) 4 It Fluorescent T8 Energy Saving: 10 Relaxation Room El Occ Sensor- Multi -Level (1) 4 ft Fluorescent T8 Energy Saving: 6 Therapy 1 El Occ Sensor- Multi -Level (1) 4 It Fluorescent T8 Energy Saving: 6 Therapy 2 El Occ Sensor - Multi -Level (1) 4 ft Fluorescent T8 Energy Saving: 2 FoyerlReception m Dimming w/Occ Sensor 3-60w Incandescent 2 FoyerlReception El Dimming w/Occ Sensor 18-60w Recessed Incandescent 1 FoyerlReception m Occ Sensor- Multi -Level 50w Low Voltage Halogen 10 Foyer/Reception m Occ Sensor - Multi -Level (1) 4 It Fluorescent T8 Energy Saving: 1 FayerlReception IZ1 Ere rgwyprmy 5.1 k v En em vSoh User Number. 6712 Run Code: 2010.12.16T09:50:29 ID: PW 17 of 89 CERTIFICATE OF COMPLIANCE (Part 3 of 3) LTG-1 C Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 CONDITIONED AND UNCONDITIONED SPACE LIGHTING MUST NOT BE COMBINED FOR COMPLIANCE Indoor Lighting Power for Conditioned S aces Indoor Lighting Power for Unconditioned Spaces Watts Watts Installed Lighting 9,840 Installed Lighting 104 (from Conditioned LTG-1C, Page 2) (from Unconditioned LTG-1C, Page 2) Lighting Control Credit 1662 Lighting Control Credit 21 Conditioned Space (from LTG-2C) Unconditioned Spaces (from LTG-2C) Adjusted Installed = 8,178 Adjusted Installed — 83 Lighting Power Lighting Power Complies if Installed 5 Allowed Complies if Installed 5 Allowed Allowed Lighting Power 8,178 Allowed Lighting Power 158 Conditioned Spaces (from LTG-3C or PERF-1) Unconditioned Spaces from LTG-3C Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below is the acceptance test for the Lighting system, LTG-2A. The designer is required to check the acceptance tests and list all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. If all the lighting system or control of a certain type requires a test, list the different lighting and the number of systems. The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Forms can be grouped by type of Luminaire controlled. Enforcement Agency: Systems Acceptance. Before Occupancy Permit is granted for a newly constructed building or space or when ever new lighting system with controls is installed in the [wilding or space shall be certified as meeting the Acceptance Requirements. The LTG-2A farm is not considered a complete form and is not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-103(b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copy of the LTG-2A for each different lighting luminaire control(s) must be provided to the owner of the building for their records. Controls for Credits LTG-2A Controls and Sensors and Automatic Number of Daylighting Luminaire Controls Equipment Requiring Testing Descri tion controls Location Acce tance Occ Sensor- Multi -Level (1) 4 ft Fluorescent T8 Energy Saving: 20 Men's Locker Room m Occ Sensor- Multi -Level (1) 26w Compact Fluorescent Triple 4 13 Men's Locker Room m Occ Sensor - Multi -Level (1) 13w Compact Fluorescent Triple 4 2 Men's Locker Room m Occ Sensor- Multi -Level (1) 4 ft Fluorescent T8 Energy Saving: 1 Women's Locker Room IZI Occ Sensor - Multi -Level (1) 4 ft Fluorescent T8 Energy Saving: 11 Women's Locker Room IZI Occ Sensor- Multi -Level (1) 13w Compact Fluorescent Triple 4 2 Women's Locker Room El Occ Sensor- Multi -Level (1) 26w Compact Fluorescent Triple 4 11 Women's Locker Room IZI Occ Sensor- Multi -Level (1) 4 ft Fluorescent T8 Energy Saving: 1 Mech Room IZI Occ Sensor- Multi -Level (1) 4 ft Fluorescent T8 Energy Saving. 3 Mech Room m EnerqyEro 5.1 by EnergySoA User Number: 6712 Run Code: 2010-12-16T09:50:29 ID: Pa - a 18 at 89 CERTIFICATE OF COMPLIANCE and (Part 1 of 4) MECH-1 C FIELD INSPECTION ENERGY CHECKLIST Project Name Fitness Building -Tradition Club Assoc. Date 1211612010 Project Address 78505 Old Ave 52 La Quinta Climate Zone 15 Total Cond. Floor Area 5,096 Addition Floor Area n/a GENERAL INFORMATION Building Type: ® Nonresidential ❑ High -Rise Residential ❑ Hotel/Motel Guest Room ❑ Schools (Public School) ❑ Relocatable Public School Bldg. m Conditioned Spaces ❑ Unconditioned Spaces affidavit Phase of Construction: ® New Construction ❑ Addition ❑ Alteration Approach of Compliance: ❑ Component ❑ Overall Envelope TDV ❑ Unconditioned (file affidavit) Energy Front Orientation: N, E, S, W or in Degrees: 160 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST E ui ment2 Inspection Criteria Meets Criteria or Requirements Pass Fail — Describe Reason Item or System Tags i.e. AC-1, RTU-1, HP-1 DHWHeater ❑ ❑ Equipment Type 3 : Gas Fired DHW Boiler ❑ ❑ Number of Systems 1 ❑ ❑ Max Allowed Heating Capacity' 125,000 Btu/hr ❑ ❑ Minimum Heating Efficiency' 96 % ❑ ❑ Max Allowed Cooling Capacity' n/a ❑ ❑ Cooling Efficiency' n/a ❑ ❑ Duct Location/ R-Value n/a ❑ ❑ When duct testing is required, submit MECH-4A & MECH-4-HERS n/a ❑ ❑ Economizer n/a ❑ ❑ Thermostat n/a ❑ ❑ Fan Control n/a ❑ ❑ E ui ment2 Inspection Criteria FIELD INSPECTION ENERGY CHECKLIST Pass Fail — Describe Reason Item or System Tags i.e. AC-1, RTU-1, HP-1 HP 1 ❑ ❑ Equipment Type 3 : Packaged DX ❑ ❑ Number of Svstems 1 ❑ ❑ Max Allowed Heating Capacity' 47,000 Btu/hr ❑ ❑ Minimum Heating Efficiency' 9.20 HSPF ❑ ❑ Max Allowed Cooling Capacity' 4 8, 000 Btu/hr ❑ ❑ Coolinq Efficiency' 15.0 SEER / 12.5 EER ❑ ❑ Duct Location/ R-Value R-4.2 ❑ ❑ When duct testing is required, submit MECH-4A & MECH-4-HERS Yes ❑ ❑ Economizer No Economizer ❑ ❑ Thermostat Setback Required ❑ ❑ Fan Control Constant Volume ❑ ❑ 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. Enery Pro 5.1 by EnergySoft User Number.- 6712 Run Code: 2010-12-16T09:50:29 ID: Page 19 of 89 CERTIFICATE OF COMPLIANCE and (Part 1 of 4) MECH-1 C FIELD INSPECTION ENERGY CHECKLIST Project Name Fitness Building -Tradition Club Assoc. Date 1211612010 Project Address 78505 Old Ave 52 La Quinta Climate Zone 15 Total Cond. Floor Area 5,096 Addition Floor Area n/a GENERAL INFORMATION Building Type: ® Nonresidential ❑ High -Rise Residential ❑ Hotel/Motel Guest Room ❑ Schools (Public School) ❑ Relocatable Public School Bldg. m Conditioned Spaces ❑ Unconditioned Spaces affidavit Phase of Construction: ® New Construction ❑ Addition ❑ Alteration Approach of Compliance: ❑ Component ❑ Overall Envelope TDV ❑ Unconditioned (file affidavit) Energy Front Orientation: N, E, S, W or in Degrees: 160 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST E ui ment2 Ins ection Criteria Meets Criteria or Requirements Pass Fail — Describe Reason Item or System Tags i.e. AC-1, RTU-1, HP-1 HP 2 & 3 ❑ ❑ Equipment Type 3: Packaged DX ❑ ❑ Number of Systems 2 ❑ ❑ Max Allowed Heating Capacity' 53,000 Btu/hr ❑ ❑ Minimum Heating Efficiency' 9.00 HSPF [3 [3Max Allowed Cooling Ca acit ' 55,500 Btu/hr ❑ ❑ Cooling Efficiency' 14.5 SEER/ 12.0 EER ❑ ❑ Duct Location/ R-Value R-4.2 ❑ ❑ When duct testing is required, submit MECH-4A & MECH-4-HERS Yes [3 ❑ Economizer No Economizer ❑ ❑ Thermostat Setback Required Constant Volume ❑ ❑ Fan Control ❑ ❑ E ui ment2 Inspection Criteria FIELD INSPECTION ENERGY CHECKLIST Pass Fail — Describe Reason Item or System Tags i.e. AC-1, RTU-1, HP-1 HP 4 ❑ ❑ Equipment Type 3: Packaged DX ❑ ❑ Number of Systems 1 j ❑ ❑ Max Allowed Heating Capacity' 53,000 Btu/hr ❑ ❑ Minimum Heating Efficiency' 9.00 HSPF ❑ ❑ Max Allowed Cooling Capacity' 55,500 Btu/hr ❑ ❑ Cooling Efficiency' 14.5 SEER / 12.0 EER ❑ ❑ Duct Location/ R-Value R-4.2 ❑ ❑ When duct testing is required, submit MECH-4A & MECH-4-HERS Yes ❑ ❑ Economizer No Economizer ❑ ❑ Thermostat Setback Required ❑ ❑ Fan Control Constant Volume ❑ ❑ 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. JEnergyPro5.1byEnergySoft User Number. 6712 RunCode: 2010-12-16T09.50.-29 ID: Page 20 of 69 CERTIFICATE OF COMPLIANCE and (Part 1 of 4) MECH-1 C FIELD INSPECTION ENERGY CHECKLIST Project Name Fitness Building -Tradition Club Assoc. Date 1211612010 Project Address 78505 Old Ave 52 La Quinta ate Zone F-15 Total Cond. Floor Area 5,096 Addition Floor Area n/a GENERAL INFORMATION Building Type: ® Nonresidential ❑ High -Rise Residential ❑ Hotel/Motel Guest Room ❑ Schools (Public School) ❑ Relocatable Public School Bldg. m Conditioned Spaces ❑ Unconditioned Spaces (affidavit) Phase of Construction: ® New Construction ❑ Addition ❑ Alteration Approach of Compliance: ❑ Component El Overall Envelope TDV ❑ Unconditioned (file affidavit) Energy Front Orientation: N, E, S, W or in Degrees: 160 deg HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST E ui ment2 Inspection Criteria Meets Criteria or Requirements Pass Fail — Describe Reason Item or System Tags i.e. AC-1, RTU-1, HP-1) HP 5 ❑ Equipment Type 3: Packaged DX ❑ ❑ Number of Systems 1 ❑ ❑ Max Allowed Heating Capacity' 4 7, 000 Btu/hr ❑ ❑ Minimum Heating Efficiency' 9.20 HSPF ❑ ❑ Max Allowed Cooling Capacity' 48,000 Btu/hr ❑ ❑ Cooling Efficiency' 15.0 SEER / 12.5 EER ❑ ❑ Duct Location/ R-Value R-4.2 ❑ ❑ When duct testing is required, submit MECH-4A & MECH-4-HERS Yes ❑ ❑ Economizer No Economizer ❑ ❑ Thermostat Setback Required ❑ ❑ Fan Control Constant Volume ❑ ❑ E ui ment2 Inspection Criteria FIELD INSPECTION ENERGY CHECKLIST Pass Fail — Describe Reason Item or System Tags i.e. AC-1, RTU-1, HP-1 HP 6 11❑ Equipment Type 3: Packaged DX ❑ ❑ Number of Systems 1 ❑ ❑ g Capacity' Max Allowed Heatinc 4 7, 000 Btu/hr ❑ ❑ Minimum Heating Efficiency' 9.20 HSPF ❑ ❑ Max Allowed Cooling Capacity' 4 8, 000 Btu/hr ❑ ❑ Cooling Efficiency' 15.0 SEER / 12.5 EER ❑ ❑ Duct Location/ R-Value R-4.2 ❑ ❑ When duct testing is required, submit MECH-4A & MECH-4-HERS Yes ❑ ❑ Economizer No Economizer ❑ ❑ Thermostat Setback Required ❑ ❑ Fan Control Constant Volume ❑ ❑ 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. Eno rgyPro 5.1 by En argySoft User Number: 6712 RunCode: 2010-12-16T49:50:29 fI]: Fa a 21 of 89 CERTIFICATE OF COMPLIANCE and (Part 2 of 4) MECH-1 C Project Name Date Fitness Building -Tradition Club Assoc. 1 1211612010 FE-aeMyPfp 5.1 by EnemySoft User Number.' 6712 RunCode: 2010-12-16T09:50:29 ID: Page 22 of 69 vi 0 N CL CW r- y cq d TO CO •:3 = A �� 4Ui C wcd a] ta>m a o id �o 0 Q- Ln O �D .�-- Q, CL 3 C �^ D1 N 0 � N ry ❑ O•�� tl�❑] W U CA M (n N co a,� ou If 8 N 9 C E y y G7 Q1 ' m a' LE51-- D N 0 U N 7 (¢ E CC ❑ L7 A CL Cl) E&c c'wa c � of .0 � m Ya �.• C N V � C � W U U j� a] Q6 VJ '�'' C wo o n cd of L E1 +. m S V a1 = cn N C Ct cd ns V U ❑ ❑ r N 7 Lp r. E@ al ❑ U N a1 C V N 7 . 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" O 5 5 X N ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ •V U L.L O1 Q p 'W V o o ~ Z Q O d O Jca M c a Q Q O CU 0 o LL O a a O V W cuw co c N N V H N 'Q LL O E m E Aa 9!- O O L6 LL r Z y w y O w V a LIGHTING CONTROLS CREDIT WORKSHEET (Part 1 of 2) LTG-2C Project Name Fitness Building -Tradition Club Assoc. Date 1211612010 POWER ADJUSTMENT FACTORS (PAF) FOR NON -DAYLIGHT CONTROLS A Separate PAF Worksheet Must Be Filled Out for Conditioned and Unconditioned Spaces. Control Credits listed on this schedule are only for: m CONDITIONED SPACES ❑ UNCONDITIONED SPACES A B C D E F G Room # Zone ID Areas Lighting Control Description' Plan Reference Room Area (fe) Wafts of Control Lighting Power Control Adjustments Credit Watts Factorz (E x F) Yoga Occ Sensor- Multi -Level B1 673 624 0.20 125 Yoga Occ Sensor- Multi -Level B1 673 52 0.20 10 Cardio/Circuit Occ Sensor- Multi -Level R 1,740 800 0.20 160 Cardio/Circuit Dimming - Manual IDW4 1,740 720 0.10 72 Cardio/Circuit Dimming - Manual IDC5 1,740 720 0.10 72 Free Weights Occ Sensor- Multi -Level R 281 700 0.20 140 Relaxation Room Dimming w/Occ Sensor IDC3 300 720 0.25 180 Relaxation Room Occ Sensor- Multi -Level 82 300 260 0.20 52 Therapy 1 Occ Sensor- Multi -Level B2 124 156 0.20 31 Therapy 2 Occ Sensor - Multi -Level B2 112 156 0.20 31 Foyer/Reception Occ Sensor- Multi -Level A2 643 52 0.20 10 Foyer/Reception Dimming w/Occ Sensor IDC2 643 360 0.25 90 Foyer/Reception Dimming w/Occ Sensor IDC1 643 1,080 0.25 270 Foyer/Reception Occ Sensor- Multi -Level R2 643 500 0.20 100 Foyer/Reception Occ Sensor- Multi -Level B1 643 26 0.20 5 Men's Locker Roon Occ Sensor- Multi -Level B2 563 520 0.20 104 Men's Locker Roon Occ Sensor- Multi -Level RF 563 364 0.20 73 Men's Locker Roo Occ Sensor - Multi -Level WP1 F 563 30 0.20 6 Women's Locker Ri Occ Sensor- Multi -Level A2 660 26 0.20 5 women's Locker Occ Sensor- Multi -Level B2 660 286 0.20 57 Women's Locker Ri Occ Sensor- Multi -Level WP1F 660 30 0.20 6 Women's Locker R( Occ Sensor - Multi -Level RF 660 308 0.20 62 PAGE TOTAL 1,662 Note: Building total of nen-daylight control credit watts for all pages of LTG-2C Page 1 of 2 Conditioned and Enter building total of all daylight controls credit watts from LTG-2C PERe 2 of 2 0 Unconditioned Space shall be separately totaled BUILDING TOTAL OF ALL CONTROL CREDIT WATTS (FOR BOTH NON -DAYLIGHT AND DAYLIGHT CONTROL CREDITS) Enter in LTG-1 C; Page 4: Lighting Control Credit as appropriate for CONDITIONED 1,662 or UNCONDITIONED Spaces 1. Description shall be consistent with Type of Control defined in Table 146-C 2. Power Adjustment Factor taken from Table 146-C EnergyPro 5.1 by Energy Soft User Number: fi7f 2 Run Code: 2010-12-16T09.50:29 ID: Page 25 of 89 LIGHTING CONTROLS CREDIT WORKSHEET (Part 1 of 2) LTG-2C Project Name Fitness Building -Tradition Club Assoc. Date 1211612010 POWER ADJUSTMENT FACTORS (PAF) FOR NON -DAYLIGHT CONTROLS A Separate PAF Worksheet Must Be Filled Out for Conditioned and Unconditioned Spaces. Control Credits listed on this schedule are only for: ❑ CONDITIONED SPACES m UNCONDITIONED SPACES A B C D E F I G Room # Zone ID Areas LightingControl Description' Plan Reference Room Area (ft') Watts of Control Lighting Power Adjustments Factor' Control Credit Watts (E x F) Mech Room Occ Sensor- Multi -Level A4 78 26 0.20 5 Mech Room Occ Sensor- Multi -Level A4 147 78 0.20 16 pI I PAGE TOTAL 21 Note: { ! Building total of non -daylight control credit watts for all pages of LTG-2C Page 1 of 2 Conditioned and Unconditioned Enter building total of all daylight controls credit watts from LTG-2C Pa e 2 of 2 0 Space shall be separately totaled BUILDING TOTAL OF ALL CONTROL CREDIT WATTS (FOR BOTH NON -DAYLIGHT AND DAYLIGHT CONTROL CREDITS) Enter in LTG-1 C; Page 4: Lighting Control Credit as appropriate for CONDITIONED or UNCONDITIONED Spaces 21 1. Description shall be consistent with Type of Control defined in Table 146-C 2. Power Adjustment Factor taken from Table 146-C EnergyPT5.lbyEnergySoft User Number: 6712 RunCode: 2010-12-16T09:50:29 ID: Page 2& of 89 INDOOR LIGHTING POWER ALLOWANCE LTG-3C Projept Name Date Fitness Building -Tradition Club Assoc. 1211612010 ALLOWED LIGHTING POWER (Chase One Method) A Separate LTG-3C must be filled out for Conditioned and Unconditioned Spaces. Indoor Lighting Power Allowances listed on this page are only for: ❑ CONDITIONED SPACES 0 UNCONDITIONED SPACES COMPLETE BUILDING METHOD WATTS COMPLETE ALLOWED BUILDING CATEGORY From §146 Table 146-E PER ft� X BLDG. AREA = WATTS Comp Bldg Office 0.85 225 191 TOTALS AREA CATEGORY METHOD WATTS BUILDING CATEGORY (From §146 Table 146-F) ER (ft2) TOTALS TAILORED METHOD AREA WATTS X I Area ft2 I = I WATTS AREA WATTS Total Allowed Watts using the Tailored Method taken from LTG-4C (Page 1 of 4 Row 3 The indoor lighting Power allowance using the Tailored Method of compliance shall be determined using the LTG-4C set of forms. A separate set of LTG- 4C forms shall be filled out for CONDITIONED and UNCONDITIONED spaces EneravPro 5.1 by Enemv5oft User Number., 6712 RunCode: 2010-12-16T09:50:29 ID: Page 27 of89 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Proiect Name Date Fitness Building -Tradition Club Assoc. 12/16/2010 Indicate Air Systems Type (Central, Single Zone, Package, VAV, or etc...) Item or System Tags (i.e. AC-1, RTU-1, HP-1) � HP 1 HP 2 & 3 HP 4 Number of Svstems 1 2 1 MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation PRESCRIPTIVE MEASURES Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted Indicate Pa T-24 Sections 112 a 112(a) 112(b). 112 c 112(c), 115(a) 121(b) 121(b) 121(c) 121(c) 122(e) Reference on Plans or Schedule and indicate the 9.20 HSPF 15.0 SEER / 12.5 EER Yes n/a Yes 481 cfm No No Programmable Switch Setback Required Auto n/a 9.00 HSPF 14.5 SEER / 12.0 EER Yes n/a Yes 1,071 cfm No No Programmable Switch Setback Required Auto n/a 9.00 HSPF 14.5 SEER / 12.0 EER Yes n/a Yes 296 cfm No No Programmable Switch Setback Required Auto n/a 123 124 1 R-4.2 R-4.2 R-4.2 144(a & 144(a & 144(a & 144 (a & 144(c) f n/a 27,762 Btu/hr n/a 38,682 Btu/hr Constant Volume Yes No No Economizer Constant Temp Constant Temp Yes n/a 6Z613 Btu/hr n/a 83,008 Btu/hr Constant Volume Yes No No Economizer Constant Temp Constant Temp Yes n/a 31,306 Btu/hr n/a 36,921 Btu/hr Constant Volume Yes No No Economizer Constant Temp Constant Temp Yes EnergyPro 5.1 by EnergySoti User Number 6712 RunCode: 2010-12-16T09:50.29 ID: Page 28 of 89 AIR SYSTEM REQUIREMENTS Part 1 of 2 MECH-2C Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 Indicate Air S stems Type (Central, Sin le Zone, Packa e, VAV, or etc...) Item or System Tags (i.e. AC-1, RTU-1, HP-1) Number of Svstems MANDATORY MEASURES Heating Equipment Efficiency Cooling Equipment Efficiency HVAC Heat Pump Thermostat Furnace Controls/Thermostat Natural Ventilation Mechanical Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation PRESCRIPTIVE MEASURES Calculated Design Heating Load Proposed Heating Capacity Calculated Design Cooling Load Proposed Cooling Capacity Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heat Air Supply Reset Cool Air Supply Reset Electric Resistance Heating' Air Cooled Chiller Limitation Duct Leakage Sealing. If Yes, a MECH-4-A must be submitted Indicate Pa T-24 Sections 112(a) 112(a) 112(b), 112(c)_ 112(c), 115(a) 121(b) 121(b) 121(c) 121(c) 122(e) HP 5 HP 6 1 1 Reference on Plans or Schedule and indicate the applicable 9.20 HSPF 15.0 SEER / 12.5 EER Yes n/a Yes 402 cfm No No Programmable Switch Setback Required Auto n/a 9.20 HSPF 15.0 SEER / 12.5 EER Yes n/a Yes 471 cfm No No Programmable Switch Setback Required Auto n/a 123 124 1 R-4.2 R-4.2 144 a & b n/a n/a 144 a & b 27.762 Btu/hr 27,762 Btu/hr 144 a & b n/a n/a 144 a & b 37,687 Btu/hr 38,547 Btu/hr i AA 1,1 Constant Volume Constant Volume Yes No No Economizer Constant Temp Constant Temp Yes No No Economizer Constant Temp Constant Temp i ..... , I Yes I Yes I 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EnerovPro 5.1 by EnergvSoff User Number.- 6712 RunCode. 2010.12-16T09:50:29 la: Page 29 of 89 WATER SIDE SYSTEM REQUIREMENTS Part 2 of 2 MECH-2C Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 WATER' SIDE SYSTEMS: Chillers, Towers, Boilers, H dronic Loops Item or System Tags (i.e. AC-1, RTU-1, HP-1)' Number of Systems Indicate Page Reference on Plans or 5 ecification' MANDATORY MEASURES T-24 Sections Equipment Efficiency 112(a Pipe Insulation 123 PRESCRIPTIVE MEASURES Cooling Tower Fan Controls 1 Cooling Tower Flow Controls 1 Variable Flow System Design 1 Chiller and Boiler Isolation 1 CHW and HHW Reset Controls 1 WLHP Isolation Valves 1 VSD on CHW, CW & WLHP Pumps>5HP 1 DP Sensor Location 1 t . The proposed equipment need to match the building plans schedule or specifications. If a requirement is not applicable, put "N/A" in the column next to applicable section. 2. For each chiller, cooling tower, boiler, and hydronic loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N/A" in the column next to applicable section. Service Hot Water, Pool Heating Item or System Tags (Le. WH-1, WHP, DHW, etc...)' DHW Heater Number of Systems 1 Indicate Page Reference on Plans or Schedule' MANDATORY MEASURES T-24 Sections SERVICE HOT WATER Certified Water Heater Water Heater Efficiency Service Water Heating Installation Pipe Insulation 111, 113(a) ird-White Corp. EF-60T-125 113 b 96 113 c Controls Req. 1 123 1 n/a POOL AND SPA Pool and Spa Efficiency and Control 114 a Na Pool and Spa Installation 114(b) n/a Pool Heater — No Pilot Light 115 c n/a Spa Heater — No Pilot Light 115 d n/a Pipe Insulation 123 Required 1. The Proposed equipment needs to match the building plans schedule or specifications. If a requirement is not applicable, put "N/A" in the column next to applicable section. 2. For each water heater, pool heater and domestic water loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N/A" in the column. EnergvPro 5.1 by EnergySoR User Number- 6712 RunCvde: 2010-12-16T09:50:29 /D: Page 30 of 89 M O Z r_¢ `o ~ o V Cep W c E C � - 'o (D in m 0 To � � m (D'C � R r `oYLL E Jx»U Q d �_ Z = o=0 o - H cp O U co m Z E > K C Q Y O \ x� rn t 0 m > co 0) 3 a 0 N ` C N 0 W o m E m W o> ° N CL (ao o U o aLL cA U E � U O_ :E 'E U.)'rn U Cl CL (D Q m cy E _ U O E () c •- co e� O O n �- O �- n O N N M tt M (D Of CO Df N O N O n n R �t W N O �- N R eJ• V �f v�i Q L.] <LLL ) U (L U Q E2 > o ' E M in 0) h co O I� "T M '�Y 00 O O as D) a O c ? O N e^- 2 co U m 30 U Q Eir ti �D N LL aLL F� I� F� I� F� m Q U .� X N U1 c� U 0 W f° c °7 m o o Q O � O O id 0 `� N m O 0 0 ) O U Z o LD m m W �► LL LL ca 2 na -0a 3 m N U d N O o g o c r W EOo ° x mUo Q Z Z E O d o c Q U O o O cC o y .- •- N O O �. co W Q d O N v Q .- O) m m o) Q G Z_ C o LU J P In LL U QX o r E 2 Y o a '4WD �> .- �n li W m m N m O (DN a d N > CZ ~ � CZ )O )O O O O O )O )O O J N CD a U a O° U n o 0 6 0 0 0 0iv 0 o cu r tl7 N d o LL E m r• Z U O `o U' o� Z Q W C O Q ¢ X O U 01 y 41 4 O ti Q LL w `o a E n v o N v _ O co W a co I� 00 N M e� eo cMD O O O p a Q CJ LL N CF c (D `m ry. o CF 0)3 ti cC LL Uoja p o J Q OQ Uy pA U o � U a aD o ro o E Z N [V w � W ° _ � 5 m U CDELo w > a ;w� `'m cz o-DQY4 J E co a c o E N w o c7 a� a c E z ¢ (A10 o Q N C e $ O 10 ca E m N N cU C.) U Z Vj U y U O N Q Q J J O U W 2— Y J Z W V ` ) §A m § � � O ❑ ❑ O ❑ O \ � / k k � § z % z f / [$ f O O O EL LU % CL°° ® 2 « Z< 1L a 0 « � m �• e° 2f w N ;2 \ 2 \ / 0 @ CD E tm @ @ p � k O ❑ ❑ ■ j S \ § ■ IL W k7 Ld� to b ) gE 2 ° � k k ILS §a SS §�/ s�/ 7/SEOO❑❑O B a w �o § o ( m d m o 2 f - U. a U .2 %% 2 m _§ / § > m CCL 0 td 0 < w w L o o 2 2 o to ) LU \ \ % F- • a % § § 5 / 0 k 2 0 ) k K / § k K . § L § § B k ® % % R z k �2z CL Cl) � k ° Q _ . e o � � 2 - § § k \ \ § D a R a a s LL > § d ° % LU [ g k ) f Z 2 U = t t §§ J LU � k k k K � k 2 LU } < LL « J \ § 2 G z § § A & U) E/ ) 0 E k k � ° ° z %/ k k§§tz 2 2 § 0 0 2 ■ a k f Q°\«cr p e ■ 2 b w �_ � 2 + « a e k k W \ 2 § § § § . /ƒ3 o\ g v 0\ Q 0 U Jolow 'U3 ❑ 01111 01) wniwaJd o • O m cl M O. m W oa a �a LL Jolow ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ El 11111 ❑ ❑ ❑ co W33 W�3 LL a OAD ❑ ❑ ❑ ❑ ❑ El ❑ ❑ ❑ El ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ CMSalued O N a JOIOW 'H3 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0010 Nx wniwO�d w m o x m m z A E LL 00 LL cc c.i O V JOJOW '43 ❑ ❑ ❑ ❑ is wniwsJd a o: > a x LL 0 m a N LL V F�- t- C .O z d V LL N F ai 0 w E z w E y 0 0 d JO]OW '43 ❑ ❑ ❑ ❑ J ~ Qwniwaad ~ W a co co a (n M � 2 m 0 o z v W y LLv Q aEi � 'oo a _ y z a Cf W a cn w d E Of U `a 2 z z o �°o w Z cc z LL E O y - m to = N 0 o y 4 U Z CO 2 w a LL,O N S z O = X y N N e a N W g O W ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV-MM Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 DESCRIPTION Building Envelope Measures: §118(a): Installed insulating material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material, Title 20 Chapter 4, Article 3. §118(c): All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. §118(f) The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R-value of no less than R-13 between framing members. §117(a): All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. Manufactured fenestration products and exterior doors shall have air infiltration rates not exceeding 0.3 cfm/ft 2 of §116(a) 1: window area, 0.3 cfm/ft.z 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). §116(a) 2: Fenestration U-factor shall be rated in accordance with NFRC 100, or the applicable default U-factor. §116(a) 3: Fenestration SHGC shall be rated in accordance with NFRC 200, or NFRC 100 for site -built fenestration, or the applicable default SHGC. §116(b): Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). EneravPro 5.1 by EnetyySoft User Number: 6712 Run Code: 2010-12-16T09:50:29 ID: Page 34 of 89 TAILORED METHOD WORKSHEET Part 1 of 4 LTG-4-C Project Name Fitness Building -Tradition Club Assoc. Date 1211612010 TAILORED METHOD SUMMARY — Separate Tailored Method Worksheets shall be filled out for Conditioned and Unconditioned Spaces: m CONDITIONED SPACES ❑ UNCONDITIONED SPACES 1. Allowed Watts for Illuminance Categories (Building Total from Column G from Tailored General Lighting Power Table below) 6,507 Watts 2. Watts for Display Lighting 0 1 0 Wall Display from Floor Display Ornamental/Special LTG-4C + From LTG-4C + Effects Display from Page 2 of 4 Page 2 of 4 LTG-4C Page 3 of 4 0 0 Very Valuable + Merchandise = LTG-4C Page 3 of 4 0 Total Watts 3. Total Allowed Watts (add lines 1 and 2) 6,507 Watts TAILORED ALLOWED GENERAL LIGHTING POWER A B C7Ro E F G Room Number PrimaryFunction Type' Illuminance Cate or 2Y RCR from LTG-4C Page 4 of � 4' Floor Area for Primary Function 4 Allowed LPDS Allowed Watts (E X F) N Assembly_ Moderately Difficult E 0.00 ❑ m 673 1.30 875 Assembly_ Simple D 100,000,000.00 m ❑ 1,740 1.40 2,436 Assembly Simple D 00,000,000.00 IZ1 ❑ 281 1.40 393 Reading Printed Tasks - 8 & 10 Point D 00,000,000.00 m ❑ 300 1.40 420 Assembly_ Simple D 00,000,000.00 © ❑ 124 1.40 174 Assembly_ Simple D 00,000,000.00 m ❑ 112 1.40 157 Lobby, Main Entry C 00,000,000.00 IZ1 ❑ 643 1.10 707 Locker Rooms General C 00,000,000.00 m ❑ 563 1.10 619 Locker Rooms_ General C 00,000,000.00 m ❑ 660 1.10 726 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ft` PAG E TOTAL 5,096 BUILDING TOAL 5,096 Watts 6,507 6,507 1. From Table 146-G, Column 1 2. From Table 146-G, Column 2 or IESNA Handbook 3. If Column D checked 'N' then enter <3.5 in this column 4. Floor area must be for Primary Function type listed in Table 146-G Column 1. Floor area using the Area Category Method shall not be included 5. In accordance with Table 146-1 Ene Pro 5.1 b Ene 5of, User Number: 6712 RunCode: 2010-12-16T09:50:29 IR: Pa a 35 of 89 TAILORED METHOD WORKSHEET Part 4 of 4)_ LTG-4C Project Name Fitness Building -Tradition Club Assoc. Date 1211612010 m CONDITIONED SPACES ❑ UNCONDITIONED SPACES ROOM CAVITY RATIO (RCR) WORKSHEET m RCR<3.5 Is assumed instead of using one of the calculation methods listed below. Note: Table 146-1 provides the lowest lighting power density values for RCRs which are less than 3.5 RECTANGULAR SPACES A B D E F Room Number Task/Activity Description 7h(mL) Room Width (W) (ft) Room Cavity Hei ht (H) (ft) RCR 5 X H X (L+W) / L X W) CardiolCircuit Assembly Simple 0.0 0.0 5.5 0,000,000,000,000,000.00 Free Weights Assembly_ Simple 0.0 0.0 5.5 10,000,000,000,000,000.00 Relaxation Room Reading Printed Tasks - 8 & 10 0.0 0.0 5.5 10,000,000,000,000,000.00 Therapy 1 Assembly_ Simple 0.0 0.0 5.5 10,000,000,000,000,000.00 Therapy Assembly_ Simple 0.0 0.0 5.5 V, 000, 000, 000, 000, 000. 00 FoyeNReception Assembly_ Simple 0.0 0.0 5.5 ?0,000,000,000,000,000.00 V1en'sLocker R00 Locker Rooms General 0.0 0.0 5.5 0,000,000,000,000,000.00 omen's Locker Roo Locker Rooms General 0.0 0.0 5.5 0,000,000,000,000,000.00 NON -RECTANGULAR SPACES A B C D E F Room Number Task/Activity Description Room Length (A) (ft2) Room Perimeter (P) (ft) Room Cavity Height (H) (ft) RCR 2.5 X H X P / A Use calculation from Column F of this RCR Worksheet to enter into Column C of LTG-4C, Page 1 of 4 Ene Pm 5.1 by Ene 5t User Number: 6712 RunCoare. 2010-12.16T09:50:29 1D: Page 36 of 89 LIGHTING MANDATORY MEASURES: NONRESIDENTIAL LTG-MM Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 Indoor Lighting Measures: §131(d): Shut-off Controls For every floor, all interior lighting systems shall be equipped with a separate automatic control to shut off the lighting. 1. This automatic control shall meet the requirements of Section 119 and may be an occupancy sensor, automatic time switch, or other device capable of automatically shutting off the lighting. Override for Building Lighting Shut-off: The automatic building shut-off system is provided with a manual, accessible 2 override switch in sight of the lights. The area of override is not to exceed 5,000 square feet. §119(h): Automatic Control Devices Certified: All automatic control devices specified are certified, all alternate equipment shall be certified and installed as directed by the manufacturer. §111: Fluorescent Ballast and Luminaires Certified: All fluorescent fixtures specified for the project are certified and listed in the Directory. All installed fixtures shall be certified. §131(a): Individual Room/Area Controls: Each room and area in this building is equipped with a separate switch or occupancy sensor device for each area with floor -to -ceiling walls. Uniform Reduction for Individual Rooms: All rooms and areas greater than 100 square feet and more than 0.8 watts §131(b): per square foot of lighting load shall be controlled with bi-level switching for uniform reduction of lighting within the room. Daylight Area Control: All rooms with windows and skylights that are greater than 250 square feet and that allow for the effective use of daylight in the area shall have 50% of the lamps in each daylit area controlled by a separate switch; 131 c § ()' or the effective use of daylight cannot be accomplished because the windows are continuously shaded by a building on the adjacent lot. Diagram of shading during different times of the year is included on plans. §131(c): Display Lighting. Display lighting shall be separately switched on circuits that are 20 amps or less.6. Outdoor Lighting Measures: §130(c)1: Mandatory lighting power determination for medium base sockets without permanently installed ballasts All permanently installed luminaires with lamps rated over 100 Watts either have a lamp efficacy of at least 60 lumens §132(a): per Watt or are controlled by a motion sensor. 132 b § () All Luminaires with lamps rated greater than 175 Watts in hardscape area, including parking lots, building entrances, canopies, and all outdoor sales areas meet the Cutoff Requirements. §132(c)1: All permanently installed outdoor lighting meets the control requirements listed. §132(c): Building facades, parking lots, garages, canopies, and outdoor sales areas meet the Multi -Level Lighting Requirements listed. EnergyPro 5.1 by EnetpySoft User Number: 6712 RunCvde: 2010-12-16T09:50:29 iD: Page 37 of 89 CERTIFICATE OF COMPLIANCE Part 1 of 4 OLTG-1 C Project Name Fitness Building -Tradition Club Assoc. Date Project Address 12/16/2010 78505 Old Ave 52 La Quinta, Ca 92253 Total Illuminated Area GENERAL INFQRMATIQN 1,584 Phase of Construction: m New Construction ❑ Addition ❑ Alteration Documentation Author's Declaration Statement I certify that this Certificate of Compliance documentation is accurate and complete. Name Tim Scott Signatur Company Scott Design and Title 24, Inc, Date Address 12116/2010 77-085 Michigan Drive CEA 1 sitylStateJZip CEPE # J 7�D Palm Desert, Ca 92211 Phone (760) 200-4780 Principal Lighting Designer's Declaration Statement • 1 am eligible under Division 3 of the California Business and Professional Code to accept responsibility for the lighting design. • This Certificate of Compliance identifies the lighting features and performance specifications required for compliance with Title 24, Pages 1 and 6 of the California Code of Regulations. • The design features represented on this Certificate of Compliance are consistent with the information provided to document this design on the other applicable compliance forms, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Name Bill Wenchell Signature Company MAI Design Group I Phone (720) 266-2582 363 Inverness Parkway, Suite 190 + License 4 Englewood, CO 80112-5862 1 Date Principal Lighting Designer's Declaration ll 1 certify that this Certificate of Compliance documentation is accurate and complete, and accounts for all outdoor fighting power, including building mounted, pole mounted, as well as all other lighting designed for the site, and that Additional Lighting Power Allowances for Specific Applications or Additional Lighting Power Allowances for Ordinance Requirements have not been counted more than one time for the same area, in accordance with Section 147 of the Standards. Outdoor Lighting Mandatory Measures Indicate location on building plans of Mandatory Measures Note Block: LIGHTING COMPLIANCE FORMS & WORKSHEETS (check box if worksheets is included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms; please refer to the Nonresi b the California Ener Commission. ❑ OLTG-1 C Certificate of Compliance. All 4 pages required on plans for all submittals. l�l OLTG-2C (Pages 1 of 3) Lighting Wattage Allowances for General Hardscape, Sales Frontage, or Ornamental plans. ® OLTG-2C (Pages 2 of 3) Lighting Wattage Allowance for Per Application or Per Area. Optional on plans. ❑ OLTG-2C (Pages 3 of 3) Additional Lighting Power Allowance for Ordinance Requirements. Optional on plans 5.1 by EnergySoft User Number. - Manual published g. Optional Page 38 of 89 CERTIFICATE OF COMPLIANCE Part 2 of 4 OLTG-1 C Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 COMPLIANCE FIXTURE / LIGHTING CONTROL SCHEDULE and FIELD INSPECTION CHECKLIST INSTALLATION CERTIFICATE, OLTG-11NST (Retain a copy and verify form is completed and signed.) Field Inspection ❑ CERTIFICATE OF ACCEPTANCE, OLTG-2A (Retain a copy and verify form is completed and signed.) Field Inspection ❑ Luminaire Schedule Installed Watts A B C D E F G H I How wattage Field was determined Ins N ectorz ° m E .2 _ Luminaire Description' m 8 .2 LL o CD ° .CD Name or See footnote below j �'m o M o E :° X Item Uo 3J cn oz ¢�o,� ZJ co a- 2 Ta i.e.: 1 lam pole-topshoe-box 400 watt metal halide) IDC2 3-60w Incandescent 180.0 ❑ 0 ❑ 1 180 ❑ ❑ IDW1 75w Incandescent 75.0 ❑ m ❑ 12 900 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Enter total into OLTG-1 C; Page 4 of 4: Row H; Total Installed Watts: 1,080 1. Type of luminaire (i.e.: post top, wall pack, surface, shoe box); for non -incandescent luminaires, indicate nominal lamp wattage and lamp type ( i.e.: fluorescent, incandescent, HID); ballast type (i.e.: electronic or magnetic); number of lamps and number of ballasts per luminaire. For incandescent luminaires, the luminaire wattage listed in column D shall be the maximum relamping rated wattage on a permanent factory -installed label on the luminaire, NOT the wattage of the lamp (bulb) used, in accordance with Section 130(d or e). 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EXEMPT LUMINAIRES Field inspection ❑ Name or Symbol Description of exempt luminaires in accordance with 4147 CONTROLS I Field Inspection ❑ # Descri tlon Location # Description Location SPECIAL FEATURES INSPECTION CHECKLIST See Page 2 of 4 of OLTG-1C) The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. Filed Inspector Notes or Ene PM 5.1 by EnefgySoft User Number.- 6712 RunCode: 2010.12-16i09:50.29 1D: Page 39 of 89 CERTIFICATE OF COMPLIANCE Part 3 of 4 OLTG-1 C Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 A. OUTDOOR LIGHTING ZONE OUTDOOR LIGHTING ZONE: ❑ OLZ 1 ❑ OLZ 2 m OLZ 3 ❑ OLZ 4 Is the Outdoor Lighting Zone: m Default in accordance with §10-114, or ❑ Amended by JHA Complete the information below if the default Outdoor Lighting Zone has been amended by the local jurisdiction having authority (JHA): ❑ The site is a government designated park, recreational area, wildlife preserve, or portion thereof, and has been designated as LZ2 or LZ3, in accordance with Table 10-114-A, because the site is contained within such a zone. ❑ The local jurisdiction having authority has officially adopted a change to the State Default Lighting Zone and has notified the Energy Commission by providing the materials required in §10-114(d) to the Executive Director. ❑ The adopted change is posted on the Energy Commission website. B. ADDITIONAL LIGHTING POWER ALLOWANCE FOR ORDINANCE REQUIREMENTS Are additional lighting power allowances for ordinance in Table 147-C used? ❑ Yes m No Complete the information below if additional lighting power allowances for ordinance requirements are used: ❑ The local jurisdiction having authority has officially adopted specific outdoor light levels, which are expressed as average or minimum footcandle levels, by following a public process that allowed for formal public notification, review, and comment about the proposed change. ❑ The local jurisdiction having authority which adopted specific outdoor light levels and has notified the Commission by providing the following materials required §10-114(f) to the Executive Director. C. ACCEPTANCE FORMS Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below is the acceptance test for the Lighting system, OLTG-2A. The designer is required to check the acceptance tests and list all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. If all the lighting system or control of a certain type requires a test, list the different lighting and the number of systems. The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Forms can be grouped by type of Luminaire controlled. Enforcement Agency: Systems Acceptance. Before Occupancy Permit is granted for a newly constructed building or space or when ever new lighting system with controls is installed in the building or space shall be certified as meeting the Acceptance Requirements. The OLTG-2A form is not considered a complete form and is not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-103(b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copy of the OLTG-2A for each different lighting luminaire control(s) must be provided to the owner of the building for their records. Certificate of Acceptance Luminaires Controlled OLTG-2A' Qty. of Like Outdoor Lighting Equipment Requiring Testing Description Controls Location Acceptance Tests 1. Insert: OMS for Outdoor Motion Sensor; OLSC for Outdoor Lighting Shutoff Controls; OP for Outdoor Photocontrol; ATS for Astronomical Time Switch; and, STS for Standard (non -astronomical) Time Switch acceptance. EnergyPro 5.1 by EnergySoR User Number. 6712 Run Code: 2010-12.16T09:50.29 1D: Page 40 of 89 CERTIFICATE OF COMPLIANCE Part 4 of 4 OLTG-1 C Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 ALLOWED AND INSTALLED OUTDOOR LIGHTING POWER Lighting Wattage Power Allowance A Lighting power allowance for general hardscape (from OLTG-2C Page 1 of 3) 1,251 B Specific application lighting wattage allowance per unit length (from OLTG-2C Page 1 of 3) 0 C Specific application lighting wattage allowance for ornamental lighting (from OLTG-2C Page 1 of 3) 0 D Specific application lighting wattage allowance per application (from OLTG-2C Page 2 of 3) 250 E Specific application lighting wattage allowance per area (from OLTG-2C Page 2 of 3) 0 F Specific application lighting wattage allowance for ordinance requirements (from OLTG-2C Page 3 of 3) 0 G Total Allowed Wattage = Sum of rows A through F: 1,501 H Total installed watts (from Compliance Fixture Schedule, (from OLTG-2C Page 1 of 3) 1,080 Complies if wattage in row H is less than or equal to the wattages in row G m Yes ❑ No EnergyPro 5. 1 bZ EnetpySoft User Number: 6712 RunCode: 2010-12-16T09:50:29 ID: Page 41 of 89 V ^ co ^ It L N — O O a0 N p z mo 3:o mo 0 6 N 1F 'Ic=w E E v Jtip ZJZ C7 of 0 c% as a 3 = � _oE ¢ ¢ �a0 + U FNJ OQ y L o ur c � �= aci �2 t _ — cx J — cX O J com as (N § c 4— O N d N k a� E 0 0 0 0 a•ca �� a•ta T w CwiZ ^ c w Q °i m Q 3 rz O �aa ¢72 ?� Na m Z= a c m E 3 o z= C7 = c o CD ^ zaO _ N W �J ¢ w J m C � m O o Q �d O Ed 0 M h a00 N J C J '5 al ai U LL X 3 N L Q. ¢ O J p o 0 0 ¢CL w m W a _cx co J O C O cx U a) cm � � w V o 0 ONE 0 o c r 0 R w w p aC zd O J tm _ ccC am LL m � LL fa 3 a`) 0 ¢ i=� cc a W E m w N W o C1= o a w 'ro J L Z �"' z d w J IdO (� Z n o= D U `� m 7 .J a) J C. a Oa) — a J O .' 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I�u § cl L \ / � C.) \ 2 w f coa \ 8$ a CO U © O MECHANICAL MANDATORY MEASURES: NONRESIDENTIAL MECH-MM Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 Equipment and System Efficiencies §111 Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. §115(a): Fan type central furnaces shall not have a pilot light. §123. Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. §124: Air handling duct systems shall be installed and insulated in compliance with Sections 601, 602, 603, 604, and 605 of the CMC Standards. Controls §122(e): Each space conditioning system shall be installed with one of the following: 1 A. Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off -hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted; or 1 B. An occupancy sensor to control the operating period of the system; or 1 C. A 4-hour timer that can be manually operated to control the operating period of the system. 2 Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 §122(g). square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. §122(c): Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. §122(b): Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the §122(a&b): control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. Ventilation §121(e): Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. §122(f). All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. Ventilation System Acceptance. Before an occupancy permit is granted for a newly constructed building or space, or a §121(f): new ventilating system serving a building or space is operated for normal use, all ventilation systems serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance Service Water Heating Systems §113(c) Installation 3. Temperature controls for public lavatories. The controls shall limit the outlet Temperature to 1100 F. 2 Circulating service water -heating systems shall have a control capable of automatically turning off the circulating pump when hot water is not required. Energ Pro 5.1 by EnergySoft User Number. 6712 Run Code: 2010-12-16TQ9:50:29 ID: PaRe 45 of 89 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Fitness Building -Tradition Club Assoc. Date 12/16/2010 System Name HP 1 Floor Area 673 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 1,167 Return Vented Lighting Return Air Ducts Return Fan Ventilation E 481 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 47,000 13,734 6.862 193 8,294 Total Output (Btuh) 47,000 0 Output Btuh/s ft 69.8 687 415 Cooling System 0 0 Output per System 48,000 18,476 1,187 481 23,748 Total Output (Btuh) 48,000 o 8,049 0 Total Output Tons 4.0 687 415 Total Output Btuh/s ft 71.3 Total Output s ft/Ton 168.3 1 33,583 32,871 Air System CFM per System 1,600 HVAC EQUIPMENT SELECTION Airflow cfm 1,600 LennoxXP17-048-230' 38,682 8,468 27.762 Airflow (cfm/s ft) 2.38 Airflow cfm/Ton 400.0 Outside Air % 30.0 % Total Adjusted System Output (Adjusted for Peak Design conditions) I TIME OF SYSTEM PEAK 38,682 8,468 27,762 Jan 1 AM Outside Air (cfm/s ft) 0.71 Note: values above given at ARI conditions Jul 3 PM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak) 24 OF 56 OF 56 OF 110 OF Outside Air 481 cfm Supply Fan Heating Coil 1,600 cfm 70 OF i ■ 110 °F ROOM 9-- 70 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/79OF 87/71 OF 87/71 OF 65/63OF Q10. Outside Air - 1 481 cfm AL Supply Fan Cooling Coil 65 / 63 OF 1,600 cfm 66.7 % ROOM 76 / 68 OF 76 / 68 OF EnergyPro5.1 by EnergySoff User Number: 6712 RunCode: 2010-12-16T09:50:29 ID: Page 46 of 89 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name ,fitness Building -Tradition Club Assoc. Date 12/16/2010 System Name HP 2 & 3 Floor Area 2,021 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 2 COIL CFM Total Room Loads 4,680 Return Vented Lighting Return Air Ducts Return Fan Ventilation 1,071 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output perSystem 53,000 43,978 17,476 590 25,284 Total Output (Btuh) 106,000 0 Output Btuh/s ft 52.4 2,199 1,264 Cooling System o 0 Output erSystem 55,500 41,024 -2.911 1,071 52,833 Total Out ut Btuh) 111,000 0 14,565 0 Total Output Tons 9.3 2,199 1,264 Total Output (Btuh/s ft) 54.9 Total Output s ft/Ton 218.5 1 89,400 80,646 Air System CFM perSystem 2,000 HVAC EQUIPMENT SELECTION Airflow (cfm) 4,000 Lennox XP17-060-230" 83,008 27,268 62,613 Airflow cfm/s ft 1.98 Airflow (cfm/Ton) 432.4 Outside Air % 26.8 % Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 83,008 27,268 62,613 Jan 1 AM Outside Air (cfm/s ft) 0.53 Note: values above given at ARI conditions Jul 3 PM HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak 24 OF 57 OF 57 OF 110 OF Q Outside Air 1,071 cfm Supply Fan Heating Coil 4,000 cfm 70 OF 110 OF r Rooi41� 70 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112 / 79 OF 86172 OF 86172 OF 67 / 65 OF Outside Air Q 1,071 cfm Supply Fan Cooling Coil 4,000 cfm 77170 of 67 / 66 OF 72.1 % ROOM 76 / 69 OF EnergyPro 5.1 by EnergySoft User Number: 6712 Run Code: 2010-12-16T09.50:29 /D: Page 47 of 89 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Fitness Building -Tradition Club Assoc. Date 12/16/201 iir �r ENGINEERING CHECKS Number of Svstems Total Outp Cooiino Total Output I Tata! Dut Gt j Tota! Output ( Total Output Air System CFM er 5 stE Airflow (cfm) Airflow (elm/s Airflow (c}mIT+ Outside Air °,� Outside Air (of Note: values above nr-A I INN bYSTEM 24 OF 63 OF Outside Air 296 cfm 70 OF SYSTEM LOAD 1 Total Room Loads 53,000 Return Vented Lighting E�t53,00o 45.0 Return Air Ducts Return Fan 55,500 Ventilation L 55,500 Supply Fan 4.6 Supply Air Ducts 1t 47.1 In 254.9 TOTAL SYSTEM LOAD 2,000 HVAC EQUIPMENT SELECTION 2,000 Lennox XP17-060-230" 1.70 432.4 14.8 % Total Adjusted System Output I 0, 25 (Adjusted for Peak Design conditions) at ARI conditions TIME OF SYSTEM PEAK 'CHROMETRICS (Airstream Temperatures at Time of 63 OF 110 OF �' 0 Floor Area- 1 ,179 COILFF" TG. PEAK CFM Sensible 2,811 17,406 1,581 870 0 0 296 11,263 311 296 14,562 0 0 1,581 870 8,8211 I 33,709 36,921 16,537+ 1 31,306 36,9211 16,5371 L 31,306 Jul 3 PM Jan 1 AM Supply Fan Heating Coil v 2,000 cfm p 110 OF I<1C 70 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Covlin Peak 112/79OF 82/70°F 82/70°F 65/64°F " TITT Outside Air O 296 cfm Supply Fan 2,000 cfm Cooling Coil 66 / 64 OF 68.2 % ROOM77/69°F — . 76168 OF 5.1 byEnergySoft User Number: 6712 Run Code: 2010-12-16T09:50:29 ID: Page 48 of 89 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name ,Fitness Building -Tradition Club Assoc. Date 12/16/2010 System Name H P 5 Floor Area 563 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 950 Return Vented Lighting Return Air Ducts Return Fan Ventilation 402 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 47,000 12,452 5,769 129 5,563 Total Output (Btuh) 47,000 0 Output Btuh/s ft 83.5 623 278 Cooling System 0 0 Output per System 48,000 15,473 2,202 402 19,900 Total Output (Btuh) 48,000 0 7,970 0 Total Output (Tons) 4.0 623 278 Total Output (Btuh/s ft) 85.3 Total Output s ft/Ton 140.8 1 29,170 26,019 Air System CFM perSystem 1,600 HVAC EQUIPMENT SELECTION Airflow cfm 1,600 Lennox XP1 7-048-230* 37,687 8,599 27,762 Airflow (cfm/s ft) 2.84 Airflow (cfm/Ton) 400.0 Outside Air °/,) 25.1 % Total Adjusted System Output (Adjusted for Peak Design conditions) I TIME OF SYSTEM PEAK 37,687 8,599 Jul 3 PM 27,762 Jan 1 AM Outside Air cfm/s ft) 0.71 Note: values above given at ARI conditions 'HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peaky 24 OF 58 OF 58 OF 110 OF Q' Outside Air 402 cfm Supply Fan Heating Coil 1,600 cfm 70 OF 110 OF ROOM 70 OF COOLING SYSTEM PSYCHROMETICS Airstream Tem eratures at Time of Cooling Peak 112/79OF 85170OF 85/70OF 63/62OF Outside Air 402 cfm Supply Fan Cooling Coil 1,600 cfm 76 / 67 OF 41 64 / 62 OF 63.5 % ROOM [- 76167 OF EnergyPro 5.1 by Energy5ofd User Number. 6712 Run Code: 2010-12-16T09:50:29 ID: Page 49 of 89 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Fitness Building -Tradition Club Assoc. Date 12/16/2010 System Name HP 6 Floor Area 660 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 1,162 Return Vented Lighting Return Air Ducts Return Fan Ventilation 471 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output perSystem 47,000 13,828 6,761 188 8,077 Total Output Btuh) 47,000 0 Output Btuh/s ft 71.2 691 404 Cooling System 0 0 Output perSystem 48,000 18,118 1,309 471 23,292 Total Output (Btuh) 48,000 0 8,070 0 Total Output Tons 4.0 691 404 Total Output Btuh/s ft) 72.7 Total Output s ft/Ton 165.0 1 33,328 32,177 Air System CFM perSystem 1,600 HVAC EQUIPMENT SELECTION Airflow cfm 1,600 LennoxXP17-048-230' 38,547 8,512 27,762 Airflow (cfm/s ft) 2.42 Airflow (cfm/Ton) 400.0 Outside Air °/, 29.5 % Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 38,547 8.512 Jul 3 PM 27,762 I Jan 1 AM Outside Air cim/s ft) 0.71 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 24 OF 56 OF 56 OF 110 OF 0 Outside Air 471 cfm Supply Fan Heating Coil 1,600 cfm 70 OF 110 OF — — ROOM; 70 OF COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112179 OF 87 / 71 OF 87 / 71 OF 65 / 63 OF Outside Air 471 cfm Supply Fan Cooling Coil 1,600 cfm 76 168 OF - 65 / 63 OF 66.4 % ROOM X1 76 / 68 OF 1 ErrergyPro5.1 by Energy5off User Number. 6712 RunCode: 2010-12-16T09:50:29 ID: Page 50 of 89 O a e- � N Cl) F d N LO M a co W M m CD � co cq N•- J " d J cp ( Y e} U W a N c M M 0° (� fN Z. 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CFM Sensible Latent Cardio/Circuit CardiolUrcuit 1 3,901 36,658 14,679 Free Weights Free Weights 1 779 7,320 2,797 PAGE TOTAL TOTAL " Total includes ventilation load for zonal systems. Enerqyem 5.1 by EnerqySoft User Number:6712 Run Code: 2010-12-16T09:50:29 COIL COOLING PEAK I COIL HTG. PEAK CFM Sensible Latent CFM Sensible 3,901 36,658 14,405 494 21,172 779 7,320 Z 771 961 4,112 4,6801 43,9781 17,177 590 25.264 4,680 43,978 17,476 590 25,284 ROOM LOAD SUMMARY Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 System Name Floor Area HP 4 1,179 ROOM LOAD SUMMARY ROOM COOLING PEAK I COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult. CFM Sensible Latent CFM Sensible Latent CFM I Sensible Relaxation Room Relaxation Room 1 837 9,411 3,156 837 9,411 3,118 118 5,055 Therapy 1 Therapy 1 1 249 Z800 921 249 2,800 910 60 2,577 Therapy Therapy 1 2111 Z378 832 211 2,378 822 45 1,929 Foyer/Reception Foyer/Reception 1 1,5141 17,0271 3,600 1,514 17,0271 3,492 184 7,844 PAGE TOTAL TOTAL* 2,811 31,615 6,342 407 17,406 2,811 31,615 8,509 407 17,406 * Total includes ventilation load for zonal systems. Ener gyPro 5.1 by EneMySoft User Number: 6712 Run Code: 2010-12-16T09:50:29 ID: Page 58 of 89 ROOM LOAD SUMMARY Project Name Fitness Building -Tradition Club Assoc. Date 1211612010 System Name HP 5 Floor Area 563 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult. CFM Sensible Latent CFM Sensible Latent CFM Sensible Men's Locker Room Men's Locker Room 1 950 12,452 5,768 950 IZ452 5,707 129 5,563 PAGE TOTAL I 950 1 12,452 5,707 129 5,563 TOTAL I 950 12,452 5,768 129 5,563 ' Total includes ventilation load for zonal systems. Ene Pro 5.1 by Ene vSoft User Number: 6712 RunCode: 2010-12-16T09:50:29 ID: Page 59 of 89 ROOM HEATING PEAK LOADS Project Name Fitness Building -Tradition Club Assoc. Date 1211612010 ROOM INFORMATION DESIGN CONDITIONS Room Name Yoga Floor Area 673.0 ft2 Indoor Dry Bulb Temperature 70 OF, Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 24 OF Conduction 1.080 Area X X X X X X X X X X X X X X X X X X X X X X X x x x x x x X x to Ceiling U-Value AT 'F = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 46 Btu/hr R-38 Roof(R.38.2x12.16) 673.0 0.0260 X 46 805 R-21Wall (W.21.2x6.16) 742.0 0.0690 X X 46 Z355 Double Non Metal Tinted 32.0 0.2500 46 368 Slab -On -Grade perim = 59.0 0.7300 X 46 1,981 X X X X X X X X X X X X X X X X X X X x x x x x x x x Page Total / 60 ] X AT Items shown with an asterisk (*) denote conduction Infiltration:[ 1.00 X Schedule Alr Sensible Fraction through an interior surface X 673 X Area another room 10.00 x 0.500 Height ACH 5,509 = 2,785 TOTAL HOURLY HEAT LOSS FOR ROOM 8,294 EnergyPro 5.1 by EnergySoft User Number:6712 RunCnde: 2010-12-16T09:50:29 ID: Page 61 of 89 ROOM HEATING PEAK LOADS Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 ROOM INFORMATION DESIGN CONDITIONS Room Name Cardin/Circuit Floor Area 1,740.0 ft2 Indoor Dry Bulb Temperature 70 OF Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 24 OF Conduction 1.080 Area X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X to Celling U-Value AT *F = = = = = = = = = = = = = = = = _ = = = = = = = = = = = = = = 46 Btu/hr R-38 Roof(R.38.2x12.16) 1,740.0 0.0260 X 46 2,081 R-21Wall (W.21.2x6.16) 902.2 0.0690 X 46 Z864 Double Non Metal Tinted 255.8 0.2500 X 46 Z942 Slab -On -Grade perim = 74.0 0.7300 X 46 Z485 X X X X X X X X X X X X X, X X X X X X X X X X X X X X Page Total / 60 ] X AT Items shown with an asterisk (') denote conduction Infiltration:[ 1.00 X Schedule Air Sensible Fraction through an interior surface X 1,740 X Area another room 15.00 X 0.500 Height ACH 10,371 = 10,801 TOTAL HOURLY HEAT LOSS FOR ROOM 21,172 EnergyPro 5.1 by EnerqySoft User Number: 6712 RunCode. 2010-12-167'09.,50.29 ID: Page 62 of 89 ROOM HEATING PEAK LOADS Project Name Fitness Building -Tradition Club Assoc. Date 1211612010 ROOM INFORMATION DESIGN CONDITIONS Room Name Free Weights Floor Area 281.0 ft2 Indoor Dry Bulb Temperature 70 OF Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 24 OF Conduction 1.080 Area X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X to Ceiling U-Value X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X CH ATOF = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 46 Btu/hr R-38 Roof(R.38.2x12.16) 281.0 0.0260 46 336 R-21Wall (W.21.2x6.16) 470.6 0.0690 46 1,494 Double Non Metal Tinted 7.4 0.2500 46 85 Slab -On -Grade perim = 36.0 0.7300 46 1,209 Items shown with an asterisk (") denote conduction Infiltration:[ 1.00 X Schedule Air Sensi@le Fraction through an interior surface X 281 X Area another room X Height A Height Page Total / 60 ] X AT 3,124 = 988 TOTAL HOURLY HEAT LOSS FOR ROOM 4,112 EnergyPro 5.1 by EnerqySoft User Number., 6712 RunCode. 2010-12-16T09:50:29 !p_ Pa a 63 of 69 ROOM HEATING PEAK LOADS Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 ROOM INFORMATION DESIGN CONDITIONS Room Name Relaxation Room Floor Area 300.0 ft2 Indoor Dry Bulb Temperature 70 OF Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 24 OF Conduction Area X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X to Ceiling U-Value AT 'F = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 46 Btu/hr R-38 Roof(R.38.2x12.16) 300.0 0.0260 X X X 46 359 R-21 Wall (W.21.2x6.16) 357.6 0.0690 46 1,135 Double Non Metal Tinted 98.4 0.2500 46 1,132 Slab -On -Grade pen .m = 28.0 0.7300 X 46 940 X X X X X X X X X X X X X X X X X X X X X X X X X X X Page Total / 60 ] X AT Items shown with an asterisk (*) denote conduction Infiltration:[ 1.00 X 1.080 Schedule Air Sensible Fraction through an interior surface X 300 X Area another room 12.00 X 0.500 Height ACH 3,566 = 1,490 TOTAL HOURLY HEAT LOSS FOR ROOM 5,055 EnergyPro 5.1 by EneTySoft UserNumber.6712 Run Code: 2010--12-16T09:50.29 ID: Page 64 of 89 ROOM HEATING PEAK LOADS Project Name Fitness Building -Tradition Club Assoc. Date 1211612010 ROOM INFORMATION DESIGN CONDITIONS Room Name Therapy 1 Floor Area 124.0 ft' Indoor Dry Bulb Temperature 70 OF Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 24 OF Conduction Area X X X X x x x x x x x x x x x x x x x x x x x x x x x x x x x to Ceiling U-Value X X X X x x x x x x x x x x x x x x �x x x x x x x x x x x x x AT °F c = = = = = = = = = = 46 Btulhr R-38 Roof(R.38.2x12.16) 124.0 0.0260 46 148 R-21 WaII (W 21.2x6.16) 236.6 0.0690 46 751 Double Non Metal Tinted 42.4 0.2500 46 488 Slab -On -Grade perim = 22.0 0.7300 46 739 Items shown with an asterisk (') denote conduction Infiltration:[ 1.00 X 1.080 Schedule Air Sensible Fraction through an interior surface X 124 X Area another room 8.80 X 0.500 Height ACH Page Total / 60 ] X AT Z 126 = 452 TOTAL HOURLY HEAT LOSS FOR ROOM 2,577 EnergyPro 5.1 by EnergySoft User Number; 6712 RunCode: 2010.12.16T09:50:29 ID: Page 65 of 89 ROOM HEATING PEAK LOADS Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 ROOM INFORMATION DESIGN CONDITIONS Room Name Therapy 2 Time of Peak Jan 1 A Floor Area 112.0 ft2 Outdoor Dry Bulb Temperature 24 ' Indoor Dry Bulb Temperature 70 OF Conduction Area U-Value AT °F R-38 Roof(R.38.2x12.16) 112.0 X 0.0260 X 46 = R-21 Wall (W.21.2x6.16) 103.6 X 0.0690 X 46 = Double Non Metal Tinted 42.4 X 0.2500 X 46 = Slab -On -Grade perim = 17.0 X 0.7300 X 46 = X X = X X = X X = X X = X IX = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = X X = Items shown with an asterisk (') denote conduction through an interior surface to another room Page Total Infiltration:[ 1.00 X 1.080 X 112 X 8.80 X 0.500 / 60 ] X 4B = Schedule Air Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 5.1 by;cnwgySoit User Number., 6712 Run Code: 2010-12-18T09:50.29 ID: Btulhr 134 329 488 571 1,521 408 1,929 66 of 89 ROOM HEATING PEAK LOADS Project Name Fitness Building -Tradition Club Assoc. Date 1211612010 ROOM INFORMATION DESIGN CONDITIONS Room Name FoyedReception Floor Area 643.0 ftz Indoor Dry Bulb Temperature 70 OF, Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 24 OF Conduction Area U-Value X X X X x x x x x x x x x x x x x x x x x x x x x x x x x x x AT 'F = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 46 Btu/hr R-36 Roof(R.38.2x12.16) 643.0 X X X X 0.0260 46 769 R-21 Walf (W.. 21.2x6.16) 352.6 0.0690 46 1,119 Double Non Metal Tinted 86.4 0.2500 46 994 Slab -On -Grade perim = 21.0 0.7300 46 705 x x x x x x x x x x x x x x x x x x x x x x x x x x x Items shown with an asterisk (') denote conduction Infiltration:[ 1.00�x 1.080 Schedule Air Sensible Fraction through an interior surface to x 643 x Area Ceiling another room 16.00 x 0.500 Height ACH Page Total /60] X AT 3.587 = 4,258 TOTAL HOURLY HEAT LOSS FOR ROOM 7,844 EnergyPro 5.1 by Ene Soft User Number., 6712 RunCode: 2010-12-16T09.50.29 ID: page 67af89 ROOM HEATING PEAK LOADS Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 ROOM INFORMATION DESIGN CONDITIONS Room Name Men's Locker Room Floor Area 563.0 ft2 Indoor Dry Bulb Temperature 70 OF Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 24 OF Conduction Area X X X X x x x x x x x x x x x x x x x x x x x x x x x x x x x to Celling U-Value AT *F = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 4G Btu/hr R-38 Roof(R.38.2x12.16) 563.0 0.0260 X 46 673 R-21WO11 (W.21.2x6.16) 380.6 0.0690 X 46 1,208 Double Non Metal Tinted 3.4 0.2500 X 46 39 Slab-Orn-Grade perim = 37.0 0.7300 X x x 46 1.242 x x x x x x x x x x x x x x x x x x x x x x x x x Page Total / 60 ] X AT Items shown with an asterisk (') denote conduction Infiltration:[ 1.00 x 1.080 Schedule Air Sensible Fraction through an interior surface x 563 x Area another room 10.30 x 0.500 Height ACH 3,163 = 2,400 TOTAL HOURLY HEAT LOSS FOR ROOM 5,563 EnergyPro 5.1 by EnergySott User Number: 6712 Run Code: 2010.12.16T09:50:29 10: Page 68 of 89 ROOM HEATING PEAK LOADS Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 ROOM INFORMATION DESIGN CONDITIONS Room Name Women's Locker Room Floor Area 660.0 ft2 Indoor Dry Bulb Temperature 70 OF Time of Peak Jan 1 AM Outdoor Dry Bulb Temperature 24 OF Conduction 1.Q80 Area X X X X X X X X x x x x x x x x x x x x x x x x x x x x x x x to Ceiling U-Value AT °F = = = = = = = = = = = = = = = = = = = = = = = = = = _ = = = = 46 Btu/hr R-38 Roof(R.38.2x 12.16) 660.0 0.0260 X 46 789 R-21 Wall (1N_21.24.16) 769.8 0.0690 X 46 2,443 Double Non Metal Tinted 10.2 0.2500 X X 46 117 Slab -On -Grade perim = 57.0 0.7300 46 1,914 X X X X x x x x x x x x x x x x x x x x x x x, x x x x Page Total / 60 J X AT A Items shown with an asterisk (`) denote conduction Infiltration:[ 1.00 x Schedule Alr Sensible Fraction through an interior surface X E777i60] x Area another room 10.30 x 0.500 Height ACH 5,264 = 2,813 TOTAL HOURLY HEAT LOSS FOR ROOM 8,077 EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2010-12-16T09.50:29 1D: Page 69 of 89 ROOM COOLING PEAK LOADS Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 ROOM INFORMATION DESIGN CONDITIONS Room Name Yoga Time of Peak Jul 3 PM Floor Area 673.0 ft2 Outdoor Dry Bulb Temperature 112 OF Indoor Dry Bulb Temperature 76 OF Outdoor Wet Bulb Temperature 79 OF Conduction Area U-Value DETD' Btu/hr R-38 Roaf(R.38.2x12.16) 673.0 X 0.0260 X 27.4 = 479 R-21Wall (W.21.2x6.16) 232.0 X 0.0690 X 31.0 = 496 Double Non Metal Tinted 32.0 X 0.2500 X 29.2 = 233 R-21 Wall (W.21.2x6.16) 62.0 X 0.0690 X 31.0 = 132 R-21 Wall (W.21.2x6.16) 248.0 X 0.0690 X 31.41 = 537 R-21Wall (W.21.2x6.16) 200.0 X 0.0690 X 31.0 = 428 X X = X X = X X� _ Page Total 2,306 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 8 (E) 16.0 X O X 0.434 X 0.000 = 13 B (S) 16.0 X 0 X 0.434 X 0.000 = 13 X X X = X X X = X X X = X X X = X X X = X X X = X X X = Page Total 26 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.00 X 673 X 1.004 Watts/Sgft X 3.413 Btu/Watt X 0.999 = 2,305 Occupants 1.00 X 673 X 300 Btu/OCc. / 35 Sgft/occ. X 1.000 = 5,769 Rece tacle 1.00 X 673 X 0.500 Watts/Sgft X 3.413 BtuMatt X 1.000 = 1,148 Process 1.00 X 673 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 0 Process Lighting 1.00 X 1 673 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 0.000 = 0 Infiltration:[ 1.00 X 1.080 X 673 X 10.00 X 0.50 / 60 ] X F 36 = 2,180 Schedule Air Sensible Area Ceiling Height ACH AT Fracflcn TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 13 734 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 673 X 300 Btuh/occ. / 35 Sgft/occ. = 5,769 Receptacle 1.00 X 673 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Process 1.00 X 673 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Infiltration:[ 1.00 X 4,840 X fi73 X 10.00 X 0.50 /60] X 0.00377 = 1,023 Schedule Air Sensible Area Ceiling Height ACH AW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 6,791 FnergyPro 6.1 by EnergySott User Number.- 6712 RunCode: 2010-12-16T09,,50;29 /D: Page 70 of 89 ROOM COOLING PEAK LOADS Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 ROOM INFORMATION DESIGN CONDITIONS Room Name Cardio/Circuit Time of Peak Jul 3 PM Floor Area 1,740.0 ft2 Outdoor Dry Bulb Temperature 112 OF Indoor Dry Bulb Temperature 76 OF Outdoor Wet Bulb Temperature 79 OF Conduction Area U-Value DETD' Btu/hr R-38 Roof(R.38.2x 12.16) 1,740.0 X 0.0260 X 27.5 = 1,244 R-21Wall (W.21.2x6.16) 38.0 X 0.0690 X 31.0 = 81 R-21 Wall (W.21.2x6.16) 460.2 X 0.0690 X 31.0 = 983 Double Non Metal Tinted 233.6 X 0.2500 X 29.2 = 1,703 Double Non Metal Tinted 22.2 X 0.2500 X 29.2 = 162 R-21Wall (W.21.2x6.16) 174.0 X 0.0690 X 31.4 = 377 R-21Wa/l (W.21.2x6.16) 230.0 X 0.0690 X 31.0 = 493 X iX = x �x = Page Total 5,043 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 (S) 58.4 X 0 X 0.434 X 0.000 = 47 Window (S) Il 58.4 X 0 X 0.434 X 0.000 = 47 Window (S) 58.4 X 0 X 0.434 X 0.000 = 47 Window (S) 58.4 X 0 X 0.434 X 0.000 = 47 Window (S) 3.7 X O X 0.434 X 0.000 = 3 Window (S) 3.7 X 0 x 0.434 X 0.000 = 3 Window (S) 3.7 X 0 X 0.434 X 0.000 = 3 Window (S) 3.7 X 0 X 0.434 X 0.000 = 3 Window (S) 3.71 X 0 X 0.434 X 0.000 = 3 Page Total 203 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.00 X 1,740 X 1.609 Watts/Sgft X 3.413 Btu/Watt X 0.999 = 9,547 Occupants 1.00 X 1,740 X 300 Btu/occ. / 50 Sgft/occ. X 1.000 = 10,440 Receptacle 1.00 X 1,740 X 0.500 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 2,969 Process 1.00 X 1,740 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 0 Process Li htin 1.00 X 1,740 X 0.000 Watts/Sgft X 3.413 BtuMatt X 0.000 = 0 Infiltration:[ 1.00 X 1.080 X 1,740 X 15,00 X 0.50 / 60 ] X 36 = 8,453 Schedule Air Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 36,658 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 1,740 X 300 Btuh/occ. / 50 Sgft/occ. = 10,440 Receptacle 1.00 X 1,740 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Process 1.00 X 1,740 x 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Infiltration:[ 1.00 X 4,840 X 1,740 X 15.00 X 0.50 /60] X 0.00377 = 3,965 Schedule Air Sensible Area Ceiling Height ACH AW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 14.405 EnergyFro 5.1 by FniqigySoft User Number: 6712 RunCode: 2010.12-16T09:50:29 ID: Page 71 of89 ROOM COOLING PEAK LOADS Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 ROOM INFORMATION DESIGN CONDITIONS Room Name Cardio/Circuit Time of Peak Jul 3 PM Floor Area 1,740.0 ftZ Outdoor Dry Bulb Temperature 112 OF Indoor Dry Bulb Temperature 76 OF Outdoor Wet Bulb Temperature 79 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 Q 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 (S) 3.7 X 0 x 0.434 X 0.000 = 3 x x x = x x x = x x x = x x x = x x x = x x x = x x x = x x x = Page Total 3 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.00 x 1,740 X 1.609 Watts/Sgft X 3.413 Btu/Watt X 0.999 = 9,547 Occupants 1.00 x 1,740 X 300 Btu/occ. / 50 Sgft/occ. X 1.000 = 10,440 Receptacle 1.00 x 1,740 X 0.500 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 2,969 Process 1.00 x 1,740 X 0.000 Watts/Sgft X 3.413 BtuAA/att X 1.000 = 0 Process LiqhCinq 1.00 x 1,740 X 0.0001 Watts/Sgft X 3.413 Btu/Watt X 0.000 = 0 Infiltration:[ 1.00 X 1.080 X 1,740 X 15.00 X 0.50 / 60 X 3fi = 8,453 Schedule Air Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 36,658 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 1,740 X 300 Btuh/OCc. / 50 Sgft/Occ. = 10,440 Receptacle 1.00 X 1,740 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Process 1.00 X 1,740 X 0.000 Watts/Sgft X 3.413 Btu/Watt =0 Infiltration:[ 1.00 X 4,840 X 1,740 X 15.00 X 0.50 /60] X 0.0 3377 = 3,965 Schedule Air Sensible Area Ceiling Height ACH ❑W Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 14,405 EnetgyPrp 5.1 by EnergySoft User Number: 6712 RunCode: 2010-12-16T09:50:29 ID: Page 72 of 89 ROOM COOLING PEAK LOADS Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 ROOM INFORMATION DESIGN CONDITIONS Room Name Free Weights Time of Peak Jul 3 PM Floor Area 281.0 ftZ Outdoor Dry Bulb Temperature 112 OF Indoor Dry Bulb Temperature 76 OF Outdoor Wet Bulb Temperature 79 OF Conduction Area U-Value DETD' Btu/hr R-38 Roof(R.38.2x12.16) 281.0 X 0.0260 X 27.4 = 200 R-21Wa11 (W.21.2x6.16) 77.6 X 0.0690 X 31.0 = 166 Double Non Metal Tinted 7.4 X 0.2500 X 29.2 = 54 R-21 Wall (W.21.2x6.16) 219.0 X 0.0690 X 31.0 = 469 R-21Wall (W.21.2x6.16) 174.0 X 0.06901 X 31.4 = 377 x x = x x = x x = x x = Page Total 1 1,266 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 (E) 3.7 X O X 0.434 X 0.000 = 3 Ihwaow (E) 3.7 X 0 X 0.434 X 0.000 = 3 X X X = X x X = x X X = X X X = X X X = X X X = X X X = Page Total 6 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.00 x 281 X 2.491 Watts/Sgft X 3.413 Btu/Watt X 0.999 = Z387 Occupants 1.00 x 281 X 300 Btu/OCc. / 35 Sgft/OCc. X 1.000 = Z409 Receptacle 1.00 x 281 X 0.500 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 480 Process 1.00 X 281 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 0 Process Lghting 1.00 X 1 2811 X 0.000 Watts/Sgft X 3.413 BtufWatt X 0.0001 = 0 Infiltration:[ 1.00 X 1.080 X 28i X 8.50 X 0.50 / 60 ] X 36 = 774 Schedule Air Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 7,320 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 281 X 300 Btuh/OCc. / 35 Sgft/OCc. = 2,409 Receptacle 1.00 X 281 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Process 1.00 X 281 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Infiltration:[ 1.00 X 4,840 X 28i X 8.50 X 0.50 /60] X L 0.00377 = 363 Schedule XrSanslble Area Ceiling Height ACH AW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 2 771 EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2010.12-16r09:50,29 1D: Page 73of89 ROOM COOLING PEAK LOADS Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 ROOM INFORMATION DESIGN CONDITIONS Room Name Relaxation Room Time of Peak Jul 3 PM Floor Area 300.0 ftz Outdoor Dry Bulb Temperature 112 OF Indoor Dry Bulb Temperature 76 °F Outdoor Wet Bulb Temperature 79 OF Conduction Area U-Value DETD' Btu/hr R-38 Roof(R.38.2x12.16) 300.0 X 0.0260 X 27.5 = 214 R-21Wall (W.21.2x6.16) 60.0 X 0.0690 X 31.0 = 128 R-21Wall (W.21.2x6.16) 33.0 X 0.0690 X 31.4 = 71 R-21 Wall (W.21.2x6.16) 264.6 X 0.0690 X 31.0 = 567 Double Non Metal Tinted 98.4 X 0.2500 X 29.2 = 717 X X = X X = X X = X X _ Page Total 1,698 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 (N) 98.4 X 0 X 0.434 X 0.000 = 122 I X X X = X X X = X X X = X X X = X X X = X X X = X X X = X X X = Page Total 122 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Li hts 1.00 X 300 X 3.267 Watts/Sgft X 3.413 Btu/Watt X 0.999 = 3.342 Occupants 1.00 X 300 X 300 Btu/occ. / 35 Sgft/occ. X 1.000 = 2,571 Receptacle 1.00 X 300 X 0.500 Watts/Sgft X 3.413 Btu[Watt X 1.000 = 512 Process 1.00 X 300 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 0 Process Lighting 1.00 X 300 X 0.000 Watts/Sgft X 3.413 Btu[Watt X 0.0001 = 0 Infiltration:[ 1.00 X 1.080 X 300 X 12.00 X 0.50 / 60 ] X 36 = 1,166 Schedule Air Sensible Area Ceiling Nepght ACH AT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 9,411 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 300 X 300 Btuh/occ. / 35 Sgft/occ. = E,5701Rece tacle 1.00 X 300 X 0.000 Watts/Sgft X 3.413 Btu/Watt = Process 1.00 X 300 X 0.000 Watts/Sgft X 3.413 Btu[Watt = 0 Infiltration:[ 1.00 X 4,840 X 300 X 12.00 X 0.50 /60] X 0.00377 = 547 Schedule Air Sensible Area Ceiling Height ACH AW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 3,118 EnergyPro 5.1 by Ene2ySoft User Number: 6712 RunCode. 2010-12-16T09:50:29 ID: Page 74 of89 ROOM COOLING PEAK LOADS Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 ROOM INFORMATION DESIGN CONDITIONS Room Name Therapy 1 Time of Peak Jul 3 PM Floor Area 124.0 ft2 Outdoor Dry Bulb Temperature 112 OF Indoor Dry Bulb Temperature 76 OF Outdoor Wet Bulb Temperature 79 OF Conduction Area U-Value DETD' Btu/hr R-38 Roof(R.38.2x12.16) 124.0 X 0.0260 X 27.5 = 89 R-21Wall (W.21.2x6.16) 85.0 X 0.0690 X 31.0 = 182 R-21Wall (W.21.2x6.16) 88.0 X 0.0690 X 31.4 m 191 R-21Wall (W.21.2x6.16) 63.6 X 0.0690 X 31.0 = 136 Double Non Metal Tinted 42.4 X 0.2500 X 29.2 = 309 X X = X X = X X = X X - Page Total 906 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 (N) 42.4 X 0 X 0.434 X 0.000 = 53 X X X = X X X = X X X = X X X = X X X = X X X = X X X = X X X = Page Total 53 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.00 X 124 X 1.258 Watts/Sgft X 3.4131 BtulWatt X 0.999 = 532 Occupants 1.00 X 124 X 300 Btu/occ. / 501 Sgft/occ. X 1.000 = 744 Receptacle 1.00 X 124 X 0.500 Watts/Sgft X 3.413 Btu[Watt X 1.000 = 212 Process 1.00 X 124 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 0 Process Lighting 1.00 X 124 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 0.0001 = 0 Infiltration: 1.00 X 1.080 X 124 X 8.80 X 0.50 / 60 X 36 = 353 Schedule Air Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 2.800 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 124 X 300 Btuh/occ. / 50 Sgft/occ. = 744 Receptacle 1.00 X 124 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Process 1.00 X 124 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Infiltration:[ 1.00 X 4,840 X 1?4 X 8.80 X 0.50 /60] X 0.00377 = 166 Schedule AirSenslble Area Ceiling Height ACH AW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 910 Energy Pro 5.1 b Ene Soft User Number: 6712 Run Code: 2010-12-16T09:50:29 ID: Pega 75 of 89 ROOM COOLING PEAK LOADS Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 ROOM INFORMATION DESIGN CONDITIONS Room Name Therapy 2 Time of Peak Jul 3 PM Floor Area 112.0 ft2 Outdoor Dry Bulb Temperature 112 OF Indoor Dry Bulb Temperature 76 °F Outdoor Wet Bulb Temperature 79 OF Conduction Area U-Value DETD' Btu/hr R-38 Roof(R.38.202.16) 112.0 X 0.0260 X 27.5 = 80 fi 21 Wall (W.21.2x6.16) 40.0 X 0.0690 X 31.0 = 85 R-21 Wall (W.21.2x6,16) 63.6 X 0.06901 X 31.0 = 136 Double Non MeW Tinted 42.4 X 0.2500i X 29.2 = 309 X X X X = X X = X X - X X = Page Total 611 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 (N) 42.4 X 0 x 0.434 X 0.000 = 53 x x x = x x x = x x x = x x x = x x x = x x x = x x x = x x x = Page Total 53 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.00 X 112 X 1.393 Watts/Sgft X 3.4131 Btu/Watt X 0.999 = 532 Occupants 1.00 x 112 X 300 Btu/occ. / 50 Sgft/occ. X 1.000 = 672 Receptacle 1.00 x 112 X 0.500 Watts/Sgft X 3.413 Btu[Watt X 1.000 = 191 Process 1.00 x 112I X 0.000 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 0 Process Lighting 1.00 x 112 X 0.000 Watts/Sgft X 3.413 Btu/Watt X Infiltration:[ 1.00 X 1.080 X 112 X 8.80 X 0.50 / 60 ] X 36 = 319 Schedule Air Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 2,378 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 112 X 300 Btuh/occ. / 50 Sgft/occ. = 672 Receptacle 1.00 X 112 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Process 1.00 X 112 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Infiltration:[ 1.00 X 4,840 X 112 X 8.80 x 0.50 /60] X 0.00377 = 150 Schedule Air Sensible Area Ceiling Height ACH nW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 822 EnergPro 5.1 by EnergySoft User Number. 6712 Run Code: 2010-12-16T09:50:29 ID: Page 76 of 89 ROOM COOLING PEAK LOADS Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 ROOM INFORMATION DESIGN CONDITIONS Room Name Foyer/Reception Time of Peak Jul 3 PM Floor Area 643.0 ft2 Outdoor Dry Bulb Temperature 112 OF Indoor Dry Bulb Temperature 76 OF Outdoor Wet Bulb Temperature 79 OF Conduction Area U-Value DETD' Btu/hr R-38 Roof(R.38.2x 12.16) 643.0 X 0.0260 X 27.5 = 460 R-21 Wall (W.21,2x6.16) 352.6 X 0.0690 X 31.0 = 753 Double Nan Metal Tinted 58.4 X 0.2500 X 29.2 = 426 Double Non Metal Tinted 28.0 X 0.2500 X 29.2 = 204 X X X X = X X = X X X X = Page Total 1,643 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 V>rndow (S) 20.4 X 0 x 0.434 X 0.000 = 16 Window (S) 8.8 x 0 x 0.434 X 0.000 = 7 Window (S) 28.0 X 0 X 0.434 X 0.000 = 23 Window (S) 8.8 X 0 x 0.434 x 0.000 = 7 VYrndow (S) 20.4 X 0 X 0.434 X 0.000 = 16 x x x = x x x = x x x = x x x = Page Total 69 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Li hts 1.00 X 643 X 3.994 Watts/Sgft X 3.413 Btu/Watt X 0.999 = 8,756 Occupants 1.00 X 643 X 300 Btu/occ. / 100 Sgft/occ. X 1.000 = 1,929 Receptacle 1.00 X 643 X 0.500 Watts/Sgft X 3.413 Btu[Watt X 1.000 = 1,097 Process 1.00 X 643 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 1,000 = 0 Process Lighting 1.00 X 643 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 0.000 = 0 Infiltration:[ 1.00 X 1.080 X 643 X 16.00 X 0.50 160 ] X 36 = 31332 Schedule Air Sensible Area Calling Height ACH AT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 17,027 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 643 X 300 Btuh/occ. / 100 Sgft/occ. = 1,929 Receptacle 1.00 X 643 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Process 1.00 X 643 X 0.000 Watts/Sgft X 3.413 Btu[Watt = 0 Infiltration:[ 1.00 X 4,840 X 643 X 16.00 x 0.50 /60] X 0.00377 1.563 Schedule Air Sensible Area Calling Height ACH ]W Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM Ene Pro 5.1 by EnergySoft User Number: 6712 RunCode: 2010-12-16T09.,50.,29 U Page 77 of 89 ROOM COOLING PEAK LOADS Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 ROOM INFORMATION DESIGN CONDITIONS Room Name Men's Locker Room Time of Peak Jul 3 PM Floor Area 563.0 ftz Outdoor Dry Bulb Temperature 112 OF Indoor Dry Bulb Temperature 76 OF Outdoor Wet Bulb Temperature 79 OF Conduction Area U-Value DETD' Btu/hr R-38 Roof(R.38.2x12.16) 563.0 X 0.0260 X 27.5 = 402 R-21Wall (W.21.2x6.16) 197.6 X 0.0690 X 31.4 = 428 Double Non Metal Tinted 3.4 X 0.2500 X 29.2 = 25 R-21Wall (W.21.2x6.16) 183.0 X 0.0690 X 31.0 = 392 x x = x x = x x = x x = x x = Page Total 1,247 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 3.4 X 0 X 0.434 X 0.000 = 14 X X X = X X X = X X X = X X X = X X X = X X X = X X X = X X X = Page Total 14 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.00 X 563 X 1.6371 Watts/Sgft X 3.413 Btu/Watt X 0.999 = 3,526 Occupants 1.00 X 563 X 300 Btu/occ. / 35 Sgft/occ. X 1.000 = 4,826 Receptacle 1.00 X 563 X 0.500 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 961 Process 1.00 X 563 X 0.000 Watts/Sgft X 3.413 Btu/Wan X 1.000 = 0 Process Lighting 1.00 X 563 X 0.000 Watts/Sgft X 3.413 Btu[Watt X 0.000 = 0 Infiltration:[ 1.00 X 1.080 X 563 X 10.30 X 0.50 / 60 ] X 36 = 1,878 Schedule Air Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 12,452 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 563 X 300 Btuh/occ. / 35 Sgft/occ. = 4,82fi Receptacle 1.00 X 563 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Process 1.00 X 563 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Infiltration:[ 1.00 X 4,840 X 563 x 10.30 X 0.50 /60] X 0.00377 = 881 Schedule Air Sensible Area Ceiling Height ACH AVV Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 5.707, EnergyPro 5.1 by EnergySoft User Number: 6712 Run Code: 2010-12-16T09:50:29 ID: Page 78 of 89 ROOM COOLING PEAK LOADS Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 ROOM INFORMATION DESIGN CONDITIONS Room Name Women's Locker Room Time of Peak Jul 3 PM Floor Area 660.0 ft2 Outdoor Dry Bulb Temperature 112 OF Indoor Dry Bulb Temperature 76 OF Outdoor Wet Bulb Temperature 79 OF Conduction Area U-Value DETD' Btu/hr R-38 Rocf(R.38.2x12.16) 660.0 x 0.0260 X 27.4 = 470 R-21Wall (W.21.2x6.16) 305.2 X 0.0690 X 31.0 = 652 Double Non Metal Tinted 10.2 X 0.2500 X 29.2 = 74 R-21Wall (W.21.2x6.16) 185.0 X 0.0690 X 31.0 = 395 R-21Wall (W.21.2x6.16) 279.6 X 0.0690 X 31.4 = 606 x x = x x = x x = x x_ _ Page Total 2,197 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 (S) 3.4 X 0 X 0.434 X 0.000 = 3 Window (S) 3.4 x 0 x 0.434 X 0.000 = 3 Window (W) 3.4 X 0 X 0.434 X 0.000 = 14 x x x _ x x x = x x x = x x x = x x x = x x x = Page Total 20 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btulhr Lights 1.00 X 660 X 1.167 Watts/Sgft X 3.413 Btu/Watt X 0.999 = 2,625 Occupants 1.00 X 660 X 300 Btu/OCc. / 35 Sgft/occ. X 1.000 = 5,657 Receptacle 1.00 X 660 x 0.500 Watts/Sgft X 3.413 Btu[Watt X 1.000 = 1,126 Process 1.00 x 660 x 0.000 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 0 Process Liqlhfinq 1.00 X 660 x 0.000 Watts/Sgft X 1 3.413 Btu[Watt X 0.000 = 0 Infiltration:[ 1.00 x 1.080 X 660 x 10.30 X 0.50 / 60 X 36 = 2,202 Schedule Air Sensible Area Calling Height ACH AT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 13,828 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 660 x 300 Btuh/occ. / 35 Sgft/Occ. = 5,657 Receptacle 1.00 X 660 X 0.000 Watts/Sgft X 3.413 Btu[Watt = 0 Process 1.00 X 660 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Infiltration:[ 1.00 x 4,840 x 660 x 10.30 x 0.50 /60] X 0.00377 = 1,033 Schedule Air Sensible Area Gelling Height ACH ❑W Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 6,690 EneravPro 5.1 by EnergySoft User Number: 6712 Run Code: 2010-12-16T09:50:29 /D: Page 79 of 89 ROOM COOLING COIL LOADS Projdct Name Date Fitness Building -Tradition Club Assoc. 1211612010 ROOM INFORMATION DESIGN CONDITIONS Room Name Yoga Time of Peak Jul 3 PM Floor Area 673.0 ft2 Outdoor Dry Bulb Temperature 112 OF Indoor Dry Bulb Temperature 76 OF Outdoor Wet Bulb Temperature 79 OF Conduction Area U-Value DETD' Btu/hr R-38 Roof(R. 38.2x 12.16) 673.0 X 0.0260 X 27.4 = 479 R-21 Wall (W..21.2x6.16) 232.0 X 0.0690 X 31.0 = 496 Double Non Metal Tinted 32.0 X 0.2500 X 29.2 = 233 R-21Wall (W.21.2x6.16) 62.0 X 0.0690 X 31.0 = 132 R-21W69 (W.21.2x6.16) 248.0 X 0.06901 X 31.4 = 537 R-21W611 (W.21.2x6.16) 200.0 X 0.0690 X 31.0 = 426 X X = X X = X X = Page Total 2.306 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 B (E) 16.0 X 0 X 0.434 X 0.000 = 13 B (S) 16.0 X 0 x 0.434 X 0.000 = 13 x x x = x x x = x x x = x x x = x x x = x x x = x x x L= Page Total 26 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.00 X 673 X 1.004 Watts/Sgft X 3.413 Btu/Watt X 0.999 = 2,305 Occupants 1.00 X 673 X 300 Btu/occ. / 35 Sgft/occ. X 1.000 = 6,769 Receptacle 1.00 X 673 X 0.500 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 1,148 Process 1.00 X 673 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 0 Process Lighting 1.00 X 673 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 0.0001 = 0 Infiltration:[ 1.00 X 1.080 X 673 X 10.00 X 0.50 / 60 ] X 36 = 2,180 Schedule Air 5enslble Area Ceiling Height ACH AT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 673 X 300 Btuh/occ. / 35 Sgft/occ. = 5,769 Receptacle 1.00 X 673 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Process 1.00 X 673 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Infiltration:[ 1.00 X 4,840 X 673 X 10.00 X /60] X 0.00377 = 1,023 Schedule Air Sensible Area Ceiling Height ACH AW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 6,791 EnergyPro 5.1 by EnLr&Soff User Number: 6712 RunCode: 2010.12-16'r09:50:29 1D: Page 60 of 89 ROOM COOLING COIL LOADS Projdct Name Date Fitness Building -Tradition Club Assoc. 1211612010 ROOM INFORMATION DESIGN CONDITIONS Room Name Cardin/Circuit Time of Peak Jul 3 PM Floor Area 1, 740.0 ft2 Outdoor Dry Bulb Temperature 112 OF Indoor Dry Bulb Temperature 76 OF. Outdoor Wet Bulb Temperature 79 OF Conduction Area U-Value DETD' Btu/hr R-38Roof(R.38.2x12.16) 1,740.0 X 0.0260 X 27.5 = 1,2.14 R-21 Wall (W.21.2x6.16) 38.0 X 0.0690 X 31.0 = 81 R-21 Wall (W.21.2x6.16) 460.2 X 0.0690 X 31.0 = 983 Double Non Metal Tinted 233.6 X 0.2500 X 29.2 = 1,703 Double Non Metal Tinted 22.2 X 0.2500 X 29.2 = 162 R-21 Wall (W.21.2x6.16) 174.0 X 0.0690 X 31.4 = 377 R-21 Wall (W.21.2x6.16) 230.0 X 0.0690 X 31.0 = 493 x x = x x = Page Total 5,043 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 (S) 58.41 X 0 X 0.434 X 0.000 = 47 Window (S) 58.4 X 0 X 0.434 X 0.000 = 47 Window (S) 58.4 X 0 X 0.434 X 0.000 = 47 Window (S) 58.4 X 0 X 0.434 X 0.000 = 47 Window (S) 3.7 X 0 X 0.434 X 0.000 = 3 Window (S) 3.7 X 0 X 0.434 X 0.000 = 3 Window (S) 3.7 X 0 X 0.434 X 0.000 = 3 Window (S) 3.7 X 0 X 0.434 X 0.000 = 3 Window (S) 3.7 X 01 X 0.434 X 0.000 = 3 Page Total 203 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.00 X 1,740 X 1.609 Watts/Sgft X 3.413 BtufWatt X 0.999 = 9,547 Occupants 1.00 X 1,740 X 300 Btu/occ. / 50 Sgft/occ. X 1.000 = 10,440 Receptacle 1.00 X 1,740 X 0.500 Watts/Sgft X 3.4131 Btu/Watt X 1.000 = Z969 Process 1.00 X 1,740 X 0.000 Watts/Sgft X 3.413 BtufWatt X 1.000 = 0 Process Lighting 1.00 X 1,740 X 0.000 Watts/Sgft X 1 3.413 Btu[Watt X 1 0.000 = 0 Infiltration:[ 1.00 X 1.080 X 1,740 X 15.00 X 0.50 / 60 J X 36 = 8,453 Schedule Air Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 36,658 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 1,740 X 300 Btuh/occ. / 50 Sgft/occ. = 10,440 Receptacle 1.00 X 1,740 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Process 1.00 X 1,740 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Infiltration:[ 1.00 X 4,840 X 1,740 X 15.00 X 0.50 /60] X 0.00377 = 3,965 Schedule Alr Sensible Area Ceiling Height ACH �W Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 14,405 EnergyPro 5.1 by En ergySotf User Number. 6712 Run Cade: 2010-12.16i09:50:29 ID: Page 81 of 89 ROOM COOLING COIL LOADS Projact Name Date Fitness Building -Tradition Club Assoc. 1211612010 ROOM INFORMATION DESIGN CONDITIONS Room Name Cardio/Circuit Time of Peak Jul 3 PM Floor Area 1,740.0 ft2 Outdoor Dry Bulb Temperature 112 OF Indoor Dry Bulb Temperature 76 OF Outdoor Wet Bulb Temperature 79 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. Weighting Solar Gain Orientation Area SC Factor Btu/hr �SGF wirdov" (S) 3.7 X l 01 X 0.434 X 0.000 = 3 X X X = X X X = X X X = X X X = X X X = X X X = X X X = X X X = Page Total 3 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr _ Lights 1.00 X 1,740 X 1.609 Watts/Sgft X 3.413 Btu/Watt X 0.999 = 9,547 Occupants 1.00 X 1,740 X 300 Btu/occ. / 50 Sgft/occ. X 1.000 = 10,440 Receptacle 1.00 X 1,740 X 0.500 Watts/Sgft X 3.413 Btu[Watt X 1.000 = 2,969 Process 1.00 X 1,740 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 0 Process Lighfing 1.00 X 1,740 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 0.000 = 0 Infiltration:[ 1.00 X 1.080 X 1,740 X 15.00 X 0.50 / 60 ] X 36 8,453 Schedule Air Sensible Area Calling Height ACH AT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 36,658 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 1,740 X 300 Btuh/occ. / 50 Sgft/occ. = 10.440 Receptacle 1.00 X 1,740 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Process 1.00 X 1,740 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Infiltration:[ 1.00 X 4,840 X 1,740 X 15.00 X 0.50 /60] X 0.00377 = 3,965 Schedule Air Sensible Area Ceiling Height ACH ❑W Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 14,405 EnergyPro 5.1 by EnergySoft User Number. 6712 RunCode. 2010-12-16T09:50.29 ID: Page 82 of 89 ROOM COOLING COIL LOADS Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 ROOM INFORMATION DESIGN CONDITIONS Room Name Free Weights Time of Peak Jul 3 PM Floor Area 28 1. 0 ft' Outdoor Dry Bulb Temperature 112 OF Indoor Dry Bulb Temperature 76 OF Outdoor Wet Bulb Temperature 79 OF Conduction Area t1-Value DETD' Btu/hr R-38 Roof(R.38.2x12.16) 281.0 X 0.0260 X 27.4 = 200 R-21Wall (W..21.2x6.16) 77.6 X 0.0690 X 31.0 = 166 Double Non Metal Tinted 7.4 X 0.2500 X 29.2 = 54 R-21 Wall (W.21.2x6.16) 219.0 X 0.0690 X 31.0 = 469 R-21 Wall (W.21.2x6.16) 174.0 X 0.0690 X 31.4 = 377 X X = X X = X X = X X. _ Page Total 1,266 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 (E) 3.7 X 01 X 0.434 X 0.000 = 3 Window (E) 3.7 X 0 X 0.434 X 0.000 = 3 X X X = X X X = X X X = X X X = X X X = X X X = X X X = Page Total 6 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.00 X 281 X 2.491 Watts/Sgft X 3.413 Btu/Watt X 0.999 = 2,387 Occupants 1.00 X 281 X 300 Btu/occ. / 35 Sgft/occ. X 1.000 = 2,409 Receptacle 1.00 X 281 X 0.500 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 480 Process 1.00 X 281 X 0.000 Watts/Sgft X 3.413 BtuMatt X 1.000 = 0 Process Liahtina 1.00 X 281 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 1 0.0001 = 1 0 Infiltration:[ 1.00 X 1.080 X 281 X 8.50 X 0.50 / 60 J X 36 = 774 Schedule Air Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 7,320 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 281 X 300 Btuh/occ. / 35 Receptacle 1.00 X 281 X 0.000 Watts/Sgft X 3.413 Sgft/occ. Btu/Watt = 2,409 = 0 Process 1.00 X 281 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Infiltration:[ 1.00 X 4,840 X 281 X 8.50 X 0.50 /60] X 0.00377 = 363 Schedule Air Sensible Area Ceiling Height ACH ❑W Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 2,771 EnergyPrp 5.1 by EnergySpft User Number: 6712 RunCode: 2010.12-16T09:50:29 1D, Page 83 of 89 ROOM COOLING COIL LOADS Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 ROOM INFORMATION DESIGN CONDITIONS Room Name Relaxation Room Time of Peak Jul 3 PM Floor Area 300.0 ftZ Outdoor Dry Bulb Temperature 112 OF Indoor Dry Bulb Temperature 76 OF Outdoor Wet Bulb Temperature 79 OF Conduction Area U-Value DETD' Btu/hr R-38 Roof(R.38.2x12.16) 300.0 X 0.0260 X 27.5 = 214 R-21Wall (W.21.2x6.16) 60.0 X 0.0690 X 31.0 = 128 R-21Wall (W21.2x6.16) 33.0 X 0.0690 X 31.4 = 71 R-21 Waft (W.21.2x6.16) 264.6 X 0.0690 X 31.0 = 567 Double Non Metal Tinted 98.4 X 0.2500 X 29.2 = 717 X x = X X = X X = X X = Page Total 1,698 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 (N) 98.4 X 0 X 0.434 X 0.000 = 122 X X X = X x X = X X X = X X X = X X X = X X X = X X X = X X x = Page Total 122 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.00 X 300 X 3.267 Watts/Sgft X 3.413 Btu/Watt X 0.999 = 3,342 Occupants 1.00 X 300 X 300 Btu/occ. / 35 Sgft/occ. X 1.000 = 2,571 Receptacle 1.00 X 300 X 0.500 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 512 Process 1.00 X 300 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 0 Process Lighting 1.00 X 300 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 0.000 = 0 Infiltration:[ 1.00 X 1.080 X F 300 X 12.00 X 0.50 / 60 ] X 36 = 1,166 Schedule Air Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 9,411 Schad. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 300 X 300 Btuh/occ. / 35 Sgft/occ. = 2,571 Receptacle 1.00 X 300 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Process 1.00 X 300 X 0.000 Watts/Sgft X 3.413 Btu[Watt = 0 Infiltration:[ 1.00 X 4,840 X 300 X 12.00 X 0.50 /60] X 0.00377 = 547 Schedule Air Sensible Area Ceiling Height ACH AVV Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 3,118 EnergyPro 5.1 by Enera Soft User Number: 6712 Run Code: 2010-12-16T09:50:29 ID: Page 84 of 89 ROOM COOLING COIL LOADS Proj&t Name Date Fitness Building -Tradition Club Assoc. 1211612010 ROOM INFORMATION DESIGN CONDITIONS Room Name Therapy 1 Time of Peak Jul 3 PM Floor Area 124.0 ftz Outdoor Dry Bulb Temperature 112 OF Indoor Dry Bulb Temperature 76 OF Outdoor Wet Bulb Temperature 79 OF Conduction Area U-Value DETD' Btu/hr R-36 Roof{R.38.2x12.16) 124.0 X 0.0260 X 27.5 = 89 R-21 Wall (W.21.2x6.16) 85.0 X 0.0690 X 31.0 = 162 R-21Wad (W.21.2x6.16) 88.0 X 0.0690 X 31.4 = 191 R-21 Waft (W.21.2x6.16) 63.6 X 0.0690 X 31.0 = 136 Double Non Metal Tinted 42.4 X 0.2500 X 29.2 = 309 x x = x x = x x = x x = Page Total 906 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 (N) 42.4 X 0 X 0.434 X 0.000 = 53 XX X = X X X = X X X = X X X = X X X = X X X = X X X = X X X = Page Total 53 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.00 x 124 X 1.258 Watts/Sgft X 3.413 Btu/Watt X 0.999 = 532 Occupants 1.00 x 124 X 300 Btu/occ. / 50 Sgft/occ. X 1.000 = 744 Receptacle 1.00 x 124 X 0.500 Watts/Sgft X 3.413 BtuMatt X 1.000 = 212 Process 1.00 x 124 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 0 Process Lighting 1.00 x 124 X 0.000 Watts/Sgft X 3.413 BtuMatt X 0.0001 = 0 Infiltration:[ 1.00 X 1.080 X 124 X 8.80 X 0.50 / 60 ] X 36 z 353 Schedule Alr Sensible Area Celling Height ACH AT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 2.800 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 124 X 300 Btuh/occ. / 50 Sgft/occ. = 744 Receptacle 1.00 X 124 X o.000 Watts/Sgft X 3.413 BtuMatt = 0 Process 1.00 X 124 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Infiltration:[ 1.00 x 4,840 x 124 x 8.80 x 0.50 /60] X 0.00377 = 166 Schedule Air Sensible Area Ceiling Height ACH AW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 910 EnergyPro 5.1 by EnergySoft User Number: 6712 RunCode: 2010-12-16T09:50.29 ID: Page 85 of 69 ROOM COOLING COIL LOADS Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 ROOM INFORMATION DESIGN CONDITIONS Room Name Therapy 2 Time of Peak Jul 3 PM Floor Area 112.0 ftz Outdoor Dry Bulb Temperature 112 OF Indoor Dry Bulb Temperature 76 OF Outdoor Wet Bulb Temperature 79 OF Conduction Area U-Value DETD' Btu/hr R-38 Roof(R.38.2x1P.16) 112.0 X 0.0260 X 27.5 = 80 R-21 Wall (W.21.2x6.16) 40.0 X 0.0690 X 31.0 = 85 R-21Wall (W.21.2x6.16) 63.6 X 0.0690 X 31.0 = 136 Double Non Metal Tinted 42.4 X 0.2500 X 29.2 = 309 X X X X = X X = X X X X = Page Total 611 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 (N) 42.4 X 0 X 0.434 X 0.000 = 53 X X X = X X X = X X X = X X X = X X X = X X X = X X X = X X L X = Page Total 53 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.00 X 112 X 1.393 Watts/Sgft X 3.413 Btu/Watt X 0.999 = 532 Occupants 1.00 X 112 X 300 Btu/occ. / 500 Sgft/occ. X 1.000 = 672 Receptacle 1.00 X 112 X 0.500 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 191 Process 1.00 X 112 X 0.000 Watts/Sgft X 3.413 BtuMatt X 1.000 = 0 Process Lighting 1.00 X 112 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 0.0001 = 0 Infiltration:[ 1.00 X 1.080 X 112 X 8.80 X 0.50 / 60 ] X 36 = 319 Schedule Air Sensible Area Ceiling Height ACH 'AT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 2,378 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occu ants 1.00 X 112 X 300 Btuh/occ. / 50 Sqft/occ. = 672 Receptacle 1.00 X 112 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Process 1.00 X 112 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Infiltration:[ 1.00 X 4,840 X 112 X 8.80 X 0.50 /60] X 0.00377 = F 150 Schedule Alr Sensible Area Ceiling Height ACH ❑W Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 822 EnergyPro 5.1 by EnergrySoft User Number., 6712 Run Code: 2010-12-16T09.50.29 ID: Page 86 of 89 ROOM COOLING COIL LOADS Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 ROOM INFORMATION DESIGN CONDITIONS Room Name Foyer/Reception Time of Peak Jul 3 PM Floor Area 643.0 ftZ Outdoor Dry Bulb Temperature 112 OF Indoor Dry Bulb Temperature 76 OF Outdoor Wet Bulb Temperature 79 OF Conduction Area U-Value DETD' Btu/hr R-38 Roof(R.38.2x12.16) 643.0 X 0.0260 X 27.5 = 460 R-21 Wall (W.21.2x6.16) 352.6 X 0.0690 x 31.0 = 753 Double Non Metal Tinted 58.4 X 0.2500 X 29.2 = 426 Double Non Metal Tinted 28.0 X 0.2500 x 29.2 = 204 x x = x x = x x = x x = x x = Page Total 1,843 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 (S) 20.4 X 0 X 0.434 X 0.000 = 16 Window (S) 8.8 X 0 X 0.434 X 0.000 = 7 Window (S) 28.0 X 0 X 0.434 X 0.000 = 23 Window (S) 8.8 x 0 x 0.434 X 0.000 = 7 Window (S) 20.4 X 0 x 0.434 X 0.000 = 16 X X X = X X X = X X X = X X x = Page Total 69 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.00 X 643 X 3.994 Watts/Sgft X 3.413 BtulWatt X 0.999 = 8,756 Occupants 1.00 X 643 X 300 Btu/occ. / 100 Sgft/occ. X 1.000 = 1,929 Receptacle 1.00 X 643 X 0.500 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 1,097 Process 1.00 X 643 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 0 Process LiQhting 1.00 X 643 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 0.0001 = 0 Infiltration:[ 1.00 x 1.080 X 643 X 16.00 X 0.50 / 60 ] X 36 = 3,332 Schedule Air Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 17027 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 x 643 X 300 Btuh/occ. / 100 Sgft/occ. = Receptacle 1.00 X 643 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Process 1.00 X 643 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Infiltration:[ 1.00 X 4,840 x 643 x 16.00 x 0.50 /60] X 0.00377 = 1,563 Schedule Air Sensible Area Ceiling Height ACH AW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 3,4921 Ene Pro 5.1 b Ene Soft User Number. 6712 RunCode: 2010-12-16T09:50:29 ID: !rage 67 Df 89 ROGM COOLING COIL LOADS Project Name Date Fitness Building -Tradition Club Assoc. 1211612010 ROOM INFORMATION DESIGN CONDITIONS Room Name Men's Locker Room Time of Peak Jul 3 PM Floor Area 563.0 ft' Outdoor Dry Bulb Temperature 112 OF Indoor Dry Bulb Temperature 76 OF Outdoor Wet Bulb Temperature 79 OF Conduction Area U-Value DETD' Btu/hr R-38 Roof(R.38.2x12.16) 563.0 X 0.0260 X 27.5 = 402 R-21Wall (W.21.2x6.16) 197.6 X 0.0690 X 31.4 = 428 Double Non Metal Tinted 3.4 X 0.2500 X 29.2 = 25 R-21 Wall (W.21.2x6.16) 183.0 X 0.0690 X 31.0 = 392 X X = X X = X X = X X = X X = Page Total 1,247 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 3.4 X 0 X 0.434 X 0.000 = 14 X X X = X X X = X X X = X X X = X X X = X X X = X X X = X X X = Page Total 14 Sched. Weighting Internal Gain Frac. Area Heat Gain Factor Btu/hr Lights 1.00 X 563 X 1.837 Watts/Sgft X 3.413 Btu/Watt X 0.999 = 3,526 Occupants 1.00 X 563 X 300 Btu/OCc. / 35 Sgft/OCc. X 1.000 = 4,826 Receptacle 1.00 X 563 X 0.500 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 961 Process 1.00 X 563 X 0.000 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 0 Process Lighting 1.00 X1 563 X 0.000 Watts/Sgft X 3.413 Btu[Watt X 0.000 = 0 Infiltration:[ 1.00 X 1.080 X 563 X 10.30 X 0.50 / 60 ] X 36 = 1,878 Schedule Air Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 12,452 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 563 X 300 Btuh/OCc. / 35 Sgft/occ. = 4,826 Receptacle 1.00 X 563 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Process 1.00 X 563 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Infiltration:[ 1.00 X 4,840 X 563 X 10.30 X 0.50 /60] X 0.00377 = 881 Schedule Air Sensible Area Ceiling Height ACH AW Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 5.707 EnergyPro&l by EnergySaft User Number. 6712 RunCode: 2010-12-16TO9.50,29 ID: Pacle 88 of 69 ROOM COOLING COIL LOADS Projact Name Date Fitness Building -Tradition Club Assoc. 1211612010 ROOM INFORMATION DESIGN CONDITIONS Room Name Women's Locker Room Floor Area 660.0 ftz Indoor Dry Bulb Temperature 76 OF Time of Peak Jul 3 PM Outdoor Dry Bulb Temperature 112 OF Outdoor Wet Bulb Temperature 79 °F Conduction Area X X X X X X X X X U-Value X X X X X X X X X DETD' = = = = = - = = = Stulhr R-38 Roof(R.38.2x 12.16) 660.0 0.0260 27.4 470 R-21 Wall (W.21.2x6.16) 305.2 0.0690 31.0 652 Double Non Metal Tinted 10.2 0.2500 29.2 74 R-21 Wall (W.21.2x6.16) 185.0 0.0690 31.0 395 R-21Wall (W21.2x6.16) 279.6 0.0690 31.4 606 Page Total 2,197 1. Design Equivalent Temperature Difference (DETD) Items shown with an asterisk (') denote conduction through an interior surface to another room. Solar Gain Window Window Intarnal Gain Lights Occupants Receptacle Process Process Lighting Orientation (S) (S) I'm Area X X X X X X X X X SGF X X X X X X X X X SC X X X X X X X X X Weighting Factor = = = = = = = = = 3.4 0 0.434 0.000 3.4 3.4 0 0.434 0.000 0 0.434 0.000 Page Total Sched. Weighting Frac. Area Heat Gain Factor 1.00 X 660 X 1.167 Watts/Sgft X 3.413 Btu[Watt X 0.999 = 1.00 X 660 X 300 Btu/occ. / 351 Sgft/OCc. X 1.000 = 1.00 X 660 X 0.500 Watts/Sgft X 3.413 Btu/Watt X 1.000 = 1.00 X 660 X 0.000 Watts/Sgft X Btu/Watt X 1.000 = 1.00 X 660 X 0.000 Watts/Sgft X�3.413 3.413 Btu[Watt X 0.0001 = Btu/hr 3 3 14 20 Btu/h r Z626 5,657 1,126 0 0 Infiltration:[ 1.00 X 1.080 X 660 X 10.30 X 0.50 / 60 ] X 36 = 2,202 Schedule Air Sensible Area Celling Height ACH AT Fractlan TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 13,828 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 X 660 X 300 Btuh/occ. / 35 Sgft/occ. = 5,657 Receptacle 1.00 X 660 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Process 1.00 X 660 X 0.000 Watts/Sgft X 3.413 Btu/Watt = 0 Infiltration:[ 1.00 X 4,840 X 660 X 10.30 X 0.50 /60] X 0.00377 = 1,033 Schedule Air Sensible Area Ceiling Height ACH 4W Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 6,690 EneravPro 5.1 by EneravSoft User Number. 6712 RunCode: 2010.12-167'09:50:29 ID: Page 89 of 89 , ... .. - 1 -., , a. , I , , I- I 44- 5k t. ps�- GEOTECHNICAL INVESTIGATION PROPOSED NEW FITNESS CENTER TRADITION GOLF CLUB LA QUINTA, CALIFORNIA -Prepared By- Sladden Engineering 45090 Golf Center Parkway, Suite F Indio, California 92201 (760) 772-3893 Sladden Engineering Sladden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA. 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 800 E. Florida Avenue, Hemet, CA 92543 (951) 766-8777 Fax (951) 766-8778 June 29, 2010 Project No. 544-10095 10-06-142 Tradition Club Associates, LLC 78-808 Old Avenue 55 -� La Quinta, California 92253 Subject: Geotechnical Investigation Project: Proposed New Fitness Center Tradition Golf Club La Quinta, California Sladden Engineering is pleased to present the results of our geotechnical investigation for proposed new 1 fitness center to be constructed within the Tradition Golf Club development in the City of La Quinta, JI California. Our services were completed in accordance with our proposal for geotechnical engineering services dated June 3, 2010 and your authorization to proceed with the work. The purpose of our - 1 investigation was to explore the subsurface conditions at the site in order to provide recommendations 11 for foundation design and site preparation. Evaluation of environmental issues and hazardous wastes was not included within the scope of services provided. The opinions, recommendations and design criteria presented in this report are based on our field exploration program, laboratory testing and engineering analyses. Based on the results of our investigation, it is our professional opinion that the proposed project is feasible provided the recommendations presented in this report are implemented in the design and carried out through construction. We appreciate the opportunity to provide service to you on this project. If you have any questions regarding this report, please contact the undersigned. JRespectfully submitted, SLADDEN ENGINEET Matthew J. Cohrt Project Geologist SER/mc ao "A I. IlAatthew J. Cohrt No.8567 CAL�Fa4 Copies: 2/Addressee 4/Marsh & Associates Exp 9-30-2010 J * Brett L. Anderso J��C.V Principal Engineer 9rr OF U Sladden Engineering GEOTECHNICAL INVESTIGATION �l PROPOSED NEW FITNESS CENTER J TRADITION GOLF CLUB LA QUINTA, CALIFORNIA June 29, 2010 jTABLE OF CONTENTS INTRODUCTION................................................................................................................................... 1 PROJECTDESCRIPTION....................................................................................................................... 1 SCOPEOF SERVICES.,.......................... .. ......... ......... .................................................................. ........... 2 SITECONDITIONS................................................................................................................................. 2 GEOLOGICSETTING........................................................................................................................... 3 SUBSURFACE CONDITIONS................................................................................................................3 SEISMICITYAND FAULTING................................................................................--.---.:.. .................. 4 CBCDESIGN PARAMETERS ....... ::............................................................................................... ......... 5 GEOLOGICHAZARDS..................................................................................................................:....5 SeismicHazards.................................................................................................................................5 Non -Seismic Hazards.......................................................... ...... ................_............. 6 CONCLUSIONS...................................................................................................................................... 7 EARTHWORK AND GRADING.......................................................................................................... 8 Stripping........................................... .......................................................... .................................... 8 Preparationof Building Areas........................................................................................................ 8 Compaction....................................................................................................................................... 8 Shrinkageand Subsidence.................................................................................................•---.--..--.-- 9 FOUNDATIONS SPREAD FOOTINGS ------- ::....................................... _..._................................. 9 SLABS -ON -GRADE . ............... ...........................................--....... ........................................ ........... ....... 10 SOLUBLESULFATES.............................................................................................................................10 UTILITYTRENCH BACKFILL................................................................M-------................:,.............--.....10 EXTERIOR CONCRETE FLATWORK.................................................................................................11 DRAINAGE..............................................................................................................................................11 LIMITATIONS........................................................................................................................................11 ADDITIONALSERVICES.........................................................-----................................--...--..--.----.11 REFERENCES...............---......................................... ...12 J FIGURES - Site Location Map Regional Geologic Map Borehole Location Plan IAPPENDIX A - Field Exploration APPENDIX B- Laboratory Testing Sadden Engineering June 29, 2010 -1- Project No. 544-10095 10-06-142 INTRODUCTION This report presents the results of the geotechnical investigation performed by Sladden Engineering (Sladden) for the proposed new fitness center to be located within the Tradition Golf Club development in the City o La Quinta, California. The site is located on the SE 1/4 of Section 6, Township 6 South, Range 7 East (SBBM) at approximately 33.671633 degrees north latitude and 116.293410 degrees west longitude. The approximate location of the site is indicated on the Site Location Map (Figure 1). Our investigation was conducted in order to evaluate the engineering properties of the subsurface materials, to evaluate their ii1-situ characteristics, and to provide engineering recommendations and design criteria for site preparation, foundation design and the design of various site improvements. This study also includes a review of published and unpublished geotechnical and geological literature regarding seismicity at and near the subject site. PROJECT DESCRIPTION Based on the provided Site Plan, and our preliminary conversations, it is our understanding that the proposed project will consist of constructing a new fitness center on the Tradition property. Sladden anticipates that the proposed project will also include new concrete flatwork and associated site improvements. For our analyses we expect that the proposed fitness center will consist of a relatively lightweight wood -frame structure supported on conventional shallow spread footings and concrete slabs - on -grade. 1 Grading plans and finished floor elevations were not available prior to the preparation of this report. However, based on the relatively level nature of the site and the anticipated scope of work, Sladden expects that grading will be limited to minor cuts and fills in order to accomplish the desired pad 1 elevations and provide adequate gradients for site drainage. This does not include the removal and recompaction of foundation bearing soil within the building envelope. Upon completion of precise l grading plans, Sladden should be retained in order to ensure that the recommendations presented within Jin this report are incorporated into the design of the proposed project. j Structural foundation loads were not available at the time of this report. Based on our experience with Jrelatively lightweight structures, we expect that isolated column loads will be less than 20 kips and continuous wall loads will be less than 2.0 kips per linear foot. If these assumed loads vary significantly from the actual loads, we should be consulted to verify the applicability of the recommendations Jprovided. J U - I Sladden Engineering June 29, 2010 2 - Project No. 544-10095 10-06-142 SCOPE OF SERVICES The purpose of our investigation was to determine specific engineering characteristics of the surface and near surface soil in order to develop foundation design criteria and recommendations for site preparation. Exploration of the site was achieved by drilling three (3) exploratory boreholes to a maximum depth of approximately 51.5 feet below the existing ground surface (bgs). Specifically, our site characterization consisted of the following tasks: + Site reconnaissance to assess the existing surface conditions on and adjacent to the site. • Advancing three (3) exploratory boreholes to depths of up to 51.5 feet bgs in order to characterize the subsurface soil conditions. Representative samples of the soil were classified in the field and retained for laboratory testing and engineering analyses. • Performing laboratory testing on selected samples to evaluate their engineering characteristics. • Reviewing geologic literature and discussing geologic hazards. + Performing engineering analyses to develop recommendations for foundation design and site preparation. The preparation of this report summarizing our work at the site. SITE CONDITIONS The site is located within the Tradition Golf Club development in the City of La Quinta. The proposed fitness center site is located near the north end of the existing overflow parking lot on the southwest corner of Peerless Place and Citation Court. The proposed fitness center building site is currently occupied by landscape and parking areas. The existing parking lot to the south is paved with asphalt. There are underground utilities within the nearby streets and possibly irrigation lines within the proposed building area. Based on our review of the USGS (1980), the site is situated at an approximate elevation of 40 feet above mean sea level (AMSL). No natural ponding of water or surface seeps were observed at or near the site during our investigation conducted on June 22, 2010. Site drainage appears to be controlled via sheet flow and surface infiltration. Regional drainage is provided by the La Quinta Evacuation channel and the Whitewater River Channel that are located north of the site. Sladden Engineering June 29, 2010 - 3 - Project No. 544-10095 1 10-06-142 GEOLOGIC SETTING The project site is located within the Colorado Desert Physiographic Province (also referred to as the Salton Trough) that is characterized as a northwest -southeast trending structural depression extending from the Gulf of California to the Banning Pass. The Salton Trough is dominated by several northwest trending faults, most notably the San Andreas Fault system. The Salton Trough is bounded by the Santa Rosa — San Jacinto Mountains on the southwest, the San Bernardino Mountains on the north, the Little San Bernardino - Chocolate — Orocopia Mountains on the east, and extends through the Imperial Valley into the Gulf of California on the south. A relatively thick sequence (20,000 feet) of sediment have been deposited in the Coachella Valley portion of the Salton Trough from Miocene to present times. These sediments are predominately terrestrial in nature with some lacustrian (lake) -and minor marine deposits. The major contributor of these sediments has been the Colorado River. The mountains surrounding the Coachella Valley are composed primarily of Precambrian metamorphic and Mesozoic "granitic" rock. i The Salton Trough is an internally draining area with no readily available outlet to Gulf of California and j with portions well below sea level (-253' msl). The region is intermittently blocked from the Gulf of California by the damming effects of the Colorado River delta (current elevation +30'msl). Between about 300AD and 1600 AD (to 1700 ?) the Salton Trough has been inundated by the River's water, forming ancient Lake Cahuilla (max. elevation +58' msl). Since that time the floor of the Trough has been repeatedly flooded with other "fresh" water lakes (1849, 1861, and 1891), the most recent and historically long lived being the Current Salton Sea (2905). The sole outlet for these waters is evaporation, leaving behind vast amounts of terrestrial sediment materials and evaporite minerals. i The site has been mapped by Rogers (1965) to be immediately underlain by undifferentiated Quaternary - age lake deposits (Q1) and alluvium (Qal). The regional geologic setting for the site vicinity is presented on the Regional Geologic Map (Figure 2). SUBSURFACE CONDITIONS The subsurface conditions at the site were investigated by drilling three (3) exploratory boreholes to a maximum depth of 51.5 feet bgs. The approximate locations of the boreholes are illustrated on the Borehole Location Plan (Figure 3). The boreholes were advanced using a truck -mounted Mobile B-61 drill `j rig equipped with 8-inch outside diameter (O.D.) hollow stem augers. A representative of Sladden was on -site to log the materials encountered and retrieve samples for laboratory testing and engineering analysis. During our field investigation lacustrine and alluvial materials consisting of silty sand (SM) and sandy silt (ML) were encountered to the maximum depths explored. Granular materials appeared loose to medium dense, moist and fine-grained. Cohesive soil encountered in the bores appeared medium stiff to stiff, moist, and exhibited characteristics indicative of low plasticity soil. Detailed descriptions of the subsurface materials encountered are included in Appendix A of this report. Groundwater was not encountered to a maximum explored depth of 51.5 feet bgs during our field investigation conducted on June 22, 2010. As such, it is our opinion that groundwater should not be a factor during construction of the proposed project. Sladden Engineering I � � I June 29, 2010 -4- Project No. 544-10095 10-06-142 ISEISMICITY AND FAULTING The southwestern United States is a tectonically active and structurally complex region, dominated by I I I d J northwest trending dextral faults. The faults of the region are often part of complex fault systems, composed of numerous subparallel faults which splay or step from main fault traces. Strong seismic shaking could be produced by any of these faults during the design life of the proposed project. We consider the most significant geologic hazard to the project to be the potential for moderate to strong seismic shaking that is likely to occur during the design,life of the project. The proposed project is located in the highly seismic Southern California region within the influence of several fault systems that are considered to be active or potentially active. An active fault is defined by the State of California as a "sufficiently active and well defined fault" that has exhibited surface displacement within the Holocene epoch (about the last 11,000 years). A potentially active fault is defined by the State as a fault with a history of movement within Pleistocene time (between 11,000 and 1.6 million years ago). As previously stated, the site has been subjected to strong seismic shaking related to active faults that traverse through the region. Some of the more significant seismic events near the subject site within recent times include: M6.0 North Palm Springs (1986), M6.1 Joshua Tree (1992), M7.3 Landers (1992), M6.2 Big Bear (1992) and M7.1 Hector Mine (1999). Table 1 lists the closest known potentially active faults that was generated in part using the EQFAULT computer program (Blake, 2000), as modified using the fault parameters from The Revised 2002 California Probabilistic Seismic Hazard Maps (Cao et al, 2003). This table does not identify the probability of reactivation or the on -site effects from earthquakes occurring on any of the other faults in the region. TABLE 1 CLOSEST KNOWN ACTIVE FAULTS Fault Name Distance (Km) Maximum Event San Andreas - Coachella 12.3 7.2 San Andreas - Southern 12.3 7.2 Burnt Mountain 31.4 6.5 San Andreas - San Bernardino 32.8 7.5 Eureka Peak 33.1 6.4 San Jacinto - Anza 30.3 7.2 San Jacinto - Coyote Creek 31.0 6.8 Pinto Mountain 51.5 7.2 JSladden Engineering June 29, 2010 - 5 - Project No. 544-10095 10-06-142 1 2007 CBC SEISMIC DESIGN PARAMETERS 1 Sladden has reviewed the 2007 California Building Code (CBC) and summarized the current seismic l design parameters for the proposed structure. The seismic design category for a structure may be determined in accordance with Section 1613 of the 2007 CBC or ASCE7. According to the 2007 CBC, Site ^1 Class D may be used to estimate design seismic loading for the proposed structures. The period of the structures should be less than 1/2 second. This assumption should be verified by the project structural engineer. The 2007 CBC Seismic Design Parameters are summarized below. Occupancy Category (Table 1604.5): II Site Class (Table 1613.5.5): D Ss (Figure 1613.5.1): 1.500g S1 (Figure 1613.5.1): 0.600g Fa (Table 1613.5.3(1)): 1.0 Fv (Table 1613.5.3(2)): 1.5 Sms (Equation 16-37 {Fa X Ss}): 1.500g Smi (Equation 16-38 {Fv X S11): 0.900g SDS (Equation 16-39 f 2/3 X Smsj): 1.00Og SD1 (Equation 16-40 12/3 X Smi}): 0.600g Seismic Design Category: D GEOLOGIC HAZARDS The subject site is located in an active seismic zone and will likely experience strong seismic shaking during the design life of the proposed project. In general, the intensity of ground shaking will depend on several factors including: the distance to the earthquake focus, the earthquake magnitude, the response characteristics of the underlying materials, and the quality and type of construction. Geologic hazards and their relationship to the site are discussed below. A. Seismic Hazards I. Surface Rupture. Surface rupture is expected to occur along preexisting, known active fault J traces. However, surface rupture could potentially splay or step from known active faults or rupture along unidentified traces. Based on our review of Rogers (1965), Jennings (1994), Hart and Bryant (1997), and RCLIS (2010), no known faults are currently mapped ` I immediately adjacent to the site. In addition, no signs of active surface faulting were 1 observed during our review of non -stereo digitized photographs of the site and site vicinity (Google, 2010; Terra Server 2002). Finally, no signs of active surface fault rupture or J secondary seismic effects (lateral spreading, lurching etc.) were identified on -site during our field investigation. Therefore, it is our opinion that risks associated with primary surface ground rupture should be considered "low". II. Ground Shaking. The site has been subjected to past ground shaking by faults that traverse through the region. Strong seismic shaking from nearby active faults is expected to produce strong seismic shaking during the design life of the proposed project. A probabilistic approach was employed to the estimate the peak ground acceleration (am..) that could be experienced at the site. Based on the USGS Probabilistic Hazard Curves Sladden Engineering June 29, 2010 - 6 - Project No. 544-10095 10-06-142 (USGS, 2009) the site could be subjected to ground motions on the order of 0.49g. The peak 1 ground acceleration at the site is judged to have a 475 year return period and a 10 percent chance of exceedence in 50 years. III. Liquefaction. Liquefaction is the process in which loose, saturated granular soil loses strength as a result of cyclic loading. The strength loss is a result of a decrease in granular sand volume and a positive increase in pore pressures. Generally, liquefaction can occur if all of the following conditions apply: liquefaction -susceptible soil, groundwater within a depth of 50 feet or less, and strong seismic shaking. According to the County of Riverside, the site is situated within a "Low" liquefaction potential zone (RCLIS, 2010). Based on our review of groundwater maps of the site vicinity (>50 feet bgs; Tyley, 1975), and our experience in the project vicinity, risks associated with liquefaction and liquefaction related hazards should be considered negligible. IV. Tsunamis and Seiches. Because the site is situated at an inland location, and is not immediately adjacent to any impounded bodies of water, risk associated with tsunamis and seiches is considered negligible. B. Non -Seismic Hazards I. Slope Failure, Landsliding, Rock Falls. No signs of slope instability in the form of landslides, rock falls, earthflows or slumps were observed at or near the subject site. The site is situated on relatively flat ground and not immediately adjacent to any slopes or hillsides. As such, risks associated with slope instability should be considered negligible. II. Expansive Soil. Generally, the site soil consists of silty sand (SM) and silt (ML) Based on the results of our laboratory testing (EI=2), the materials underlying the site are considered to have a "very low" expansive potential and risks of structural damage caused by volumetric changes in the subgrade soil is considered "negligible". III. Settlement. Settlement resulting from the anticipated foundation loads should be tolerable provided that the recommendations included in this report are considered in foundation design and construction. The estimated ultimate settlement is calculated to be less that approximately one inch when using the recommended bearing values. As a practical matter, differential settlement between footings can be assumed as one-half of the total settlement. `J IV. Subsidence. The site situated within a "Susceptible" subsidence zone (RCLIS, 2010). Land subsidence can occur in valleys where aquifer systems have been subjected to extensive groundwater pumping, such that groundwater pumping exceeds groundwater recharge. Generally, pore water reduction can result in a rearrangement of skeletal grains and could result in elastic (recoverable) or inelastic (unrecoverable) deformation of an aquifer system. Recent published literature indicates that the Upper Coachella Valley region between 1996 and 2005 has been subjected to groundwater withdrawal related subsidence (USGS, 2007). Sadden Engineering June 29, 2010 - 7 - Project No. 544-10095 1 10-06-142 Although recent investigations have documented significant subsidence within the La Quinta area (USGS, 2007), no fissures or other surficial evidence of subsidence were observed at the subject site. With the exception of isolated tension zones typically manifested on the ground surface as fissures and/or ground cracks, subsidence related to groundwater depletion is generally areal in nature with limited differential settlement over short distances such as across individual buildings. The Coachella Valley Water District has publically acknowledged regional subsidence throughout the southern portion of the Coachella Valley and has indicated a commitment 1 to groundwater replenishment programs that are intended to limit future subsidence. At this time, subsidence is considered a regional problem requiring regional mitigation not specific to the project vicinity. Locally, no fissures or other surficial evidence of subsidence were observed at or near the subject site. However, site specific effects resulting from long term regional subsidence is 1 beyond the scope of our investigation. V. Debris Flows. Debris flows are viscous flows consisting of poorly sorted mixtures of sediment and water and are generally initiated on slopes steeper than approximately six horizontal to one vertical (6H:1V)(Boggs, 2001). Based on the flat nature of the site and the composition of the surface soil, we judge that risks associated with debris flows should be considered remote. VI. Flood'g and Erosion. No signs of flooding or erosion were observed during our field investigation conducted on June 22, 2010. Accordingly, risks associated with flooding and erosion should be considered low. CONCLUSIONS Based on the results of our investigation, it is our professional opinion that the project is feasible from a soil mechanic's standpoint provided the recommendations of this report are incorporated in the design and carried out through construction. The main geotechnical concern in the construction of the proposed project is the presence of potentially compressible surface soil. The site surface soil is considered loose, potentially compressible and not suitable for support of shallow foundations or concrete slabs in its existing "condition. Because of the somewhat loose and potentially compressible condition of the near surface soil, remedial grading including overexcavation or recompaction is recommended for the proposed building and foundation areas. We recommend that remedial grading within the proposed building area include overexcavation and recompaction of the foundation bearing soil. Specific recommendations for site preparation are presented in the Earthwork and Grading section of this report. Caving did occur to varying degrees within each of our exploratory bores and the surface soil may be susceptible to caving within deeper excavations. All excavations should be constructed in accordance with the normal CalOSHA excavation criteria. On the basis of our observations of the materials encountered, we anticipate that the subsoil will conform to that described by CalOSHA as Type B or C. Soil conditions should be verified in the field by a "Competent person" employed by the Contractor. -1 Sladden Engineering r� June 29, 2010 - 8 - Project No. 544-10095 10-06-142 The following recommendations present more detailed design criteria that have been developed on the basis of our field and laboratory investigation. EARTHWORK AND GRADING All earthwork including excavation, backfill and preparation of the subgrade soil, should be performed in accordance with the geotechnical recommendations presented in this report and portions of the local regulatory requirements, as applicable. All earthwork should be performed under the observation and testing of a qualified soil engineer. The following geotechnical engineering recommendations for the proposed project are based on observations from the field investigation program, laboratory testing and geotechnical engineering analysis. a. Stripping. Areas to be graded should be cleared of any existing pavement, utilities, vegetation, associated root systems, and debris. All areas scheduled to receive fill should be cleared of old fills and any irreducible matter. The strippings should be removed off site, or stockpiled for later use in landscape areas. Voids left by removals should be properly backfilled in accordance with the compaction recommendations of this report. b. Preparation of the Building Areas. In order to achieve a firm and unyielding bearing surface, we recommend overexcavation and recompaction throughout the building areas. All native low density near surface soil should be removed to a depth of at least 3 feet below existing grade or 3 feet below the bottom of the footings, whichever is deeper. Remedial grading should' extend laterally, a minimum of five feet beyond the building perimeter. The exposed surface should then be scarified, moisture conditioned to within two percent of optimum moisture content, and compacted to at least 90 percent relative compaction. Testing of the native soil within the excavation bottoms should be performed during grading to verify adequacy. C. Compaction. Soil to be used as engineered fill should be free of organic material, debris, and other deleterious substances, and should not contain irreducible matter greater than three inches in maximum dimension. A11 fill materials should be placed in thin lifts, not exceeding six inches in their loose state. If import fill is required, the material should be of a low to non -expansive nature and should meet the following criteria: Plastic Index Less than 12 Liquid Limit Less than 35 Percent Soil Passing #200 Sieve Between 15% and 35% L Maximum Aggregate Size 3 inches The subgrade and all fills should be compacted with acceptable compaction equipment, to at LI least 90 percent relative compaction. The bottom of the exposed subgrade should be observed by l a representative of Sladden Engineering prior to fill placement. Compaction testing should be performed on all lifts in order to ensure proper placement of the fill materials. Table 2 provides a summary of the excavation and compaction recommendations. JSladden Engineering June 29, 2010 Table 2 SUMMARY OF RECOMMENDATIONS Project No.544-10095 10-06-142 *Remedial Grading Excavation and recompaction within the building envelope and extending laterally for 5 feet beyond the building limits and to a minimum of 3 feet below existing grade or 3 feet below the bottom of the footings, whichever is deeper. Native / Import Engineered Fill Place in thin lifts not exceeding 6 inches in the loose state, compact to a minimum of 90 percent relative compaction within 2 percent of the optimum moisture content. *Actual depth may vary and should be determined by a representative of Sladden Engineering in the field during construction. - d. Shrinkage and Subsidence. Volumetric shrinkage of the material that is excavated and replaced as controlled compacted fill should be anticipated. We estimate that this shrinkage could vary from 15 to 25 percent Subsidence of the surfaces that are scarified and compacted should be between 1 and 3 tenths of a foot. This will vary depending upon the type of equipment used, the moisture content of the soil at the time of grading and the actual degree of compaction attained. FOUNDATION CONVENTIONAL SPREAD FOOTINGS Load bearing walls may be supported on continuous spread footings and interior columns may be supported on isolated pad footings. All footings should be founded upon properly engineered fill and should have a minimum embedment depth of 12 inches measured from the lowest adjacent finished grade. Continuous and isolated footings should ,have a minimum width of 12 inches and 24 inches respectively. Continuous and isolated footings placed on such materials may be designed using an allowable (net) bearing pressure of 1800 and 2000 pounds per square foot (psf) respectively. Allowable increases of 250 psf for each additional 1 foot in width and 250 psf for each additional 6 inches in depth may be utilized, if desired. The maximum allowable bearing pressure should be 2,500 psf. The maximum bearing value applies to combined dead and sustained live loads. The allowable bearing pressure may be increased by one-third when considering transient live loads, including seismic and wind forces. All footings should be reinforced in accordance with the project structural engineer's recommendations. Based on the allowable bearing pressures recommended above, total settlement of the shallow footings are anticipated to be less than one -inch, provided foundation preparations conform to the recommendations described in this report. Differential settlement is anticipated to be approximately half the total settlement for similarly loaded footings spaced up to approximately 40 feet apart. Lateral load resistance for the spread footings will be developed by passive soils pressure against the 1 sides of the footings below grade and by friction acting at the base of the concrete footings bearing on compacted fill. An allowable passive pressure of 300 psf per foot of depth may be used for design purposes. An allowable coefficient of friction 0.45 may be used for dead and sustained live loads to compute the frictional resistance of the footing placed directly on compacted fill. Under seismic and wind loading conditions, the passive pressure and frictional resistance may be increased by one-third. Sladden Engineering' June 29, 2010 - 10 - Project No. 544-10095 y 10-06-142 All footing excavations should be observed by a representative of the project geotechnical consultant to verify adequate embedment depths prior to placement of forms, steel reinforcement or concrete. The excavations should be trimmed neat, level and square. All loose, disturbed, sloughed or moisture - softened soils and/or any construction debris should be removed prior to concrete placement. Excavated soil generated from footing and/or utility trenches should not be stockpiled within the building envelope or in areas of exterior concrete flatwork. SLABS -ON -GRADE In order to reduce the risk of cracking and settlement, concrete slabs -on -grade must be placed on properly compacted fill as outlined in the previous sections. The slab subgrades should remain near optimum moisture content and should not be permitted to dry. Prior to concrete pour, all slab subgrades should be firm and unyielding. Disturbed soils should be removed and then replaced and compacted to a minimum of 90 percent relative compaction. Slab thickness and reinforcement should be determined by the structural engineer. We recommend a minimum slab thickness of 4.0 inches. All slab reinforcement should be supported on concrete chairs to ensure that reinforcement is placed at slab mid -height. Slabs with moisture sensitive surfaces should be underlain with a moisture vapor retarder consisting of a polyvinyl chloride membrane such as 10-mil Visqueen, or equivalent. All laps within the membrane should be sealed and at least 2 inches of clean sand should be placed over the membrane to promote uniform curing of the concrete. To reduce the potential for punctures, the membrane should be placed on a pad surface that has been graded smooth without any sharp protrusions. If a smooth surface can not be achieved by grading, consideration should be given to placing a 1-inch thick leveling course of sand across the pad surface prior to placement of the membrane. SOLUBLE SULFATES Soluble sulfate concentrations were determined to be "negligible" (less that 1,000 ppm) based upon, our laboratory testing. Based upon our preliminary testing the use of Type V and/or sulfate resistant mix design should not be necessary. However, the soil should to be retested for soluble sulfate concentration after grading and compaction work is completed. Soluble sulfate content of the surface soil should be reevaluated after grading and appropriate concrete mix designs should be established based upon post - grading test results. UTILITY TRENCH BACKFILL All utility trench backfill should be compacted to a minimum relative compaction of 90 percent. Trench backfill materials should be placed in lifts no greater than six inches in their loose state, moisture conditioned (or air-dried) as necessary to achieve near optimum moisture conditions, and then mechanically compacted in place to a minimum relative compaction of 90 percent. A representative of the project soil engineer should test the backfill to verify adequate compaction. -� Siadden Engineering June 29, 2010 - 11 - Project No. 544-10095 - 10-06-142 EXTERIOR CONCRETE FLATWORK To minimize cracking of concrete flatwork, the subgrade soil below concrete flatwork areas should first be compacted to a minimum relative compaction of 90 percent. A representative of the project geotechnical consultant should observe and verify the density and moisture content of the soil prior to concrete placement. DRAINAGE All final grades should be provided with positive gradients away from foundations to provide rapid removal of surface water runoff to an adequate discharge point. No water should be allowed to be pond on or immediately adjacent to foundation elements. In order to reduce water infiltration into the subgrade soil, surface water should be directed away from building foundations to an adequate 1 discharge point. Subgrade drainage should be evaluated upon completion of the precise grading plans j and in the field during grading. LIMITATIONS The findings and recommendations presented in this report are based upon an interpolation of the soil conditions between the exploratory boring locations and extrapolation of these conditions throughout the proposed building area. Should conditions encountered during grading appear different than those indicated in this report, this office should be notified. The use of this report by other parties or for other projects is not authorized. The recommendations of this report are contingent upon monitoring of the grading operation by a representative of Sladden Engineering. All recommendations are considered to be tentative pending our review of the grading operation and additional testing, if indicated. If others are employed to perform any soil testing, this office should be notified prior to such testing in order to coordinate any required site visits by our representative and to assure indemnification of Sladden Engineering. We recommend that a pre -job conference be held on the site prior to the initiation of site grading. The purpose of this meeting will be to assure a complete understanding of the recommendations presented in this report as they apply to the actual grading performed. ADDITIONAL SERVICES Once completed, final project plans and specifications should be reviewed by use prior to construction to confirm that the full intent of the recommendations presented herein have been applied to design and construction. Following review of plans and specifications, observationshould be performed by the Soil Engineer during construction to document that foundation elements are founded on/or penetrate into the Y recommended soil, and that suitable backfill soil is placed upon competent materials and properly compacted at the recommended moisture content. Tests and observations should be performed during grading by the Soil Engineer or his representative in order to verify that the grading is being performed in accordance with the project specifications. Field density testing shall be performed in accordance with acceptable ASTM test methods. The minimum acceptable degree of compaction should be 90 percent for subgrade soils and 95 percent for Class II aggregate base as obtained by the ASTM D1557-91 test method. Where testing indicates insufficient density, additional compactive effort shall be applied until retesting indicates satisfactory compaction. JSladden Engineering I � I 1 June 29, 2010 -12- REFERENCES Project No. 544-10095 10-06-142 Blake, T., 2000, EQFAULT and EQSEARCH, Computer Programs for Deterministic and Probabilistic Prediction of Peak Horizontal Acceleration from Digitized California Faults. Boggs, S. Jr., (2001), "Principles of Sedimentology and Stratigraphy ", Prentice Hall, third edition California Building Code (CBC), (2007), California Building Standards Commission. Cao T., Bryant, W.A., Rowshandel B., Branum D., Wills C.J., (2003), "The Revised 2002 California Probabilistic Seismic Hazard Maps". GoogleEarth.com, 2010, Vertical Aerial Photograph for the La Quinta area, California, Undated, Variable Scale. Hart, E. W., and Bryant, W. A., Revised 1997, Fault -Rupture Hazard Zones in California, Alquist-Priolo 1 Earthquake Fault Zoning Act with Index to Earthquake Fault Zones Maps: State of California, Department of Conservation, Division of Mines and Geology Special Publication 42. 38 Pages. Supplements 1 and 2 were added on 1999. Jennings, Charles W. (Compiler), 1994, Fault Activity Map of California and Adjacent Areas, California Division of Mines and Geology, Geologic Data Map No. 6 Riverside County Land Information Systems (RCLIS),available at http://www.tlma.co.riverside.ca.us/gis/gisdevelop.html. Rogers T.H (compiler), Jenkins, O.P (edition) (1965), Geologic Map of California, Santa Ana Sheet, sixth printing 1992, California Division of Mines and Geology, 1: 250,000. TerraSever, Inc., 2002, Aerial Photographs and Topographic Maps at Various Scales. Available at www.terraserve.com Tyley, S.J., (1974) Analog Model Study of the Ground -Water Basin of the Upper Coachella Valley, California, Geological Survey Water-Suppley Paper 2027. United States Geological Survey (USGS) (1980) La Quinta 7.5 Minute Quadrangle Map, 1:24000. United States Geological Survey (USGS) (2007), "Detection and Measurement of Land Subsidence Using Global Positioning System and Interferometric Synthetic Aperture Radar, Coachella Valley, California, 1996-2005", Scientific Investigations Report 2007-5251. United States Geological Survey (USGS) (2009), "Seismic Hazard Curves and Uniform Response Spectra, Version 5.0.9a", updated 10/21/2009. J J Sladden Engineering 11 FIGURES SITE LOCATION MAP REGIONAL GEOLOGIC MAP BOREHOLE LOCATION PLAN Sladden Engineering 1 :�:�'•: it � � o. - .,gp�J ___• - '-,•q.,� , .,`� � :.Il i'., Wdl- f- Wall 7. 411 1`; ~ �� `i •� I,1 a�az:�_--.1�/ fF��. kG ! i �,. CID SITE L• .f 1. �:;�'� l -_��'�_._�. _ i ,, � _ JI Y�i.� W{l r� p I n •, . —4..VYiAr�.•` .��1' f��_ _ _ n�+l .Y_`� _ 1 _ �� well .31 i 20 I • PGA La Quints' ;lj _Irk Er2.: N _ ''•�i�`'w� `;,r��,>r<<+�� 'r�,��;I �I � Il I.' =� - �,�— -- 'I 1 - r-",• 1 ,ma`s_ • tlp' �• i zI'. i' •;'B�: -ILI`I� �r �= ;'• r' ia` _ .1:a it � i _I� - � : •.:�— —' :.� v`rc, � r +>r� :. _ , .�;.'' AS�j�• � x' ? � ;r�, '-: I _• r.I`. iEat LW I� I� __ •�11 J` ~ rl �'''\ �. itli I. —ail:—•' �,�-+ 1 F I 11 �� ,,:.; ��t�jir �f,`,•I �, _ Mile � ' � s-+� a9� ���� , � �F-•_?� _ . i, } I. Source: USGS (1980) wom, 11, r'i f.>+ ,, c_ � � •i �I`I .. s i'' i�_1i1.�' �. SITE LOCATION MAP FIGURE Project Number: 544-10095 Report Number: 10-06-142 Sladden Engineering Date: June 29, 2010 n 11 1 4 r B_3 Approximate Borehole Location and Designation BOREHOLE LOCATION PLAN FIGURE Project Number: 544-10095 Report Number: 10-06-142 Sladden Engineering DaYe: June 29, 2010 APPENDIX A FIELD EXPLORATION S/adden Engineering j 1 APPENDIX A FIELD EXPLORATION For our field investigation three (3) exploratory bores were excavated utilizing a truck mounted hollow stem auger rig (Mobile B-61). Continuous logs of the materials encountered were made by a representative of Sladden Engineering. Materials encountered in the boreholes were classified in accordance with the Unified Soil Classification System which is presented in this appendix. Representative undisturbed samples were obtained within our borings by driving a thin -walled steel penetration sampler (California split spoon sampler) or a Standard Penetration Test (SPT) sampler with a j 140 pound automatic -trip hammer dropping approximately 30 inches (ASTM D1586). The number of blows required to drive the samplers 18 inches was recorded in 6-inch increments and blowcounts are indicated on the boring logs. Ij The California samplers are 3.0 inches in diameter, carrying brass sample rings having inner diameters of 2.5 inches. The standard penetration samplers are 2.0 inches in diameter with an inner diameter of 1.5 inches. Undisturbed samples were removed from the sampler and placed in moisture sealed containers in order to preserve the natural soil moisture content. Bulk samples were obtained from the excavation spoils and samples were then transported to our laboratory for further observations and testing. Sladden Engineering UNIFIED SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS TYPICAL NAMES GW WELL GRADED GRAVEL -SAND MIXTURES CLEAN GRAVELS W GRAVELS WITH LITTLE OR NO m FINES GP POORLY GRADED GRAVELS, GRAVEL -SAND c MIXTURES Ci SILTY GRAVELS, POORLY -GRADED GRAVEL - z MORE THAN HALF COARSE FRACTION IS GM SAND -SILT MIXTURES 0 LARGER THAN No.4 SIEVE GRAVELS WITH OVER CLAYEY GRAVELS, POORLY GRADED GRAVEL - SIZE 12% FINES GC SAND -CLAY MIXTURES a SW WELL GRADED SANDS, GRAVELLY SANDS CLEAN SANDS WITH SANDS LITTLE OR NO FINES SP POORLY GRADED SANDS, GRAVELLY SANDS U MORE THAN HALF SILTY SANDS, POORLY GRADED SAND -SILT W COARSE FRACTION IS SM MIXTURES W SMALLER THAN No.4 SANDS WITH OVER CLAYEY SANDS, POORLY GRADED SAND -CLAY SIEVE SIZE 12% FINES SC MIXTURES INORGANIC SILTS & VERY FINE SANDS, ROCK ML FLOUR, SILTY OR CLAYEY FINE SANDS, OR CLAYEY SILTS WITH SLIGHT PLASTICITY F INORGANIC CLAYS OF LOW TO MEDIUM SILTS AND CLAYS CL PLASTICITY, GRAVELLY CLAYS, SANDY 1 a LIQUID LIMIT LESS THAN 50 CLAYS SILTY CLAYS CLEAN CLAYS OL ORGANIC CLAYS AND ORGANIC SILTY CLAYS a) W� A cd W W co CO OF LOW PLASTICITY zco " w c INORGANIC SILTS, MICACEOUS OR 1� MH DIATOMACIOUS FINE SANDY OR SILTY SOILS, w z ELASTIC SILTS CH INORGANIC CLAYS OF HIGH PLASTICITY, FAT z SILTS AND CLAYS: LIQUID LIMIT GREATER THAN 50 CLAYS W OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS HIGHLY ORGANIC SOILS Pt PEAT AND OTHER HIGHLY ORGANIC SOILS EXPLANATION OF BORE LOG SYMBOLS _California Split -spoon Sample ®Unrecovered Sample ®Standard Penetration Test Sample Groundwater depth Note: The stratification lines on the borelogs represent the approximate boundaries between the soil types; the transitions may be gradational. A-1 BORE LOG SLADDEN ENGINEERING Drill Rig: Mobil B-61 Date Drilled: 6/22/2010 Elevation: -40 Feet (AMSL) Boring No: B-1 °' v "o cm) -IS p o N v ¢ v Description v a U ro m � u p. 3 u � Ca UCL, ) W 0 0-0 Q Qaj c� 4.0" AC over 3.0" Base 4/5/5 1 2 42.5 8.8 95.3 2 Silty Sand (SM); yellowish brown, moist, loose, fine-grained (Ql-Qal) - 4 3/4/5 37.9 8.6 95.2 6 Silty Sand (SM); yellowish brown, moist, loose, fine-grained (Q1-Qal) 8 2/3/4 46.2 8.1 10 Silty Sand (SM); yellowish brown, moist, loose, fine-grained (Q1-Qal). - 12 -14 4/4/7 60.9 8.1 97.6 _ 16 Sandy Silt (ML); grayish brown, moist, medium stiff, low plasticity (Ql-Qal). 18 2/2/3 89.6 31.6 - 20 - 22 Silt (ML); light yellowish brown, moist, medium stiff, low plasticity (Ql-Qal). - 24 3/4/4 68.6 19.8 96.0 _ 26 Sandy Silt (ML); grayish brown, moist, medium stiff, low plasticity with clay (CL) laminations (Ql-Qal). - 28 3/5/5 78.9 16.4 - 30 - 32 Sandy Silt (ML); yellowish brown, moist, stiff, low plasticity (Ql-Qal). - 34 5/6/12 62.4 14.9 97.7 _ 36 Sandy Silt (ML); yellowish brown, moist, stiff, low plasticity (Ql-Qal). - 38 3/6/7 64.5 12.5 - 40 - 42 Sandy Silt (ML); yellowish brown, moist, stiff, low plasticity (Ql-Qal). - 44 8/11/15 29.7 9.7 101.4 _ 46 Silty Sand (SM); yellowish brown, moist, medium dense, fine-grained with trace gravel (Ql-Qal). - 48 Sand (SP); gray, dry, medium dense, fine-grained (Ql-Qal). 9/10/10 10.4 4.2 1- 50 Completion Notes: PROPOSED NEW FITNESS CENTER Terminated at -51.5 feet bgs. TRADITIONS GOLF CLUB Project No: 544-10095 Page 1 No Bedrock Encountered. No Groundwater or Seepage Encountered. Report No: 10-06-142 BORE LOG SLADDEN ENGINEERING Drill Rig: Mobil B-61 Date Drilled: 6/22/2010 Elevation: -40 Feet (AMSL) Boring No: B-2 0 v b 0 o p. o u p v v Description °~ a 3 x w p. ) cn co w o 0 Q (ca � 4.0" AC over 3.0" Base Silty Sand (SM); yellowish brown, moist, loose, fine-grained (Ql-Qal) 2/4/3 42.0 7.8 91.7 _ 2 - 4 2/3/5 66.5 21.2 84.4 _ 6 Sandy Silt (ML); yellowish brown, moist, medium stiff, low plasticity (Ql-Qal). - 8 3/3/3 59.6 10.4 -10 - 12 Sandy Silt (ML); yellowish brown, moist, medium stiff, low plasticity (QI-Qal). -14 4/5/7 65.0 12.1 98.7 - 16 Sandy Silt (ML); yellowish brown, moist, medium stiff, low plasticity (Ql-Qal). -18- 2/3/4 86.4 25.6 - 20 _ Clayey Silt (ML); light yellowish brown, moist, medium stiff, low - 22 plasticity (Ql-Qal). - 24 3/5/7 95.6 33.8 87.1 _ 26 Sandy Silt (ML); yellowish brown, moist, medium stiff, low plasticity (Ql-Qal). - 28 4/5/5 59.5 13.4 - 30 Sandy Silt (ML); yellowish brown, moist, medium stiff, low plasticity (Ql-Qal). - 32 - 34 'Terminated at -31.5 feet bgs. No Bedrock Encountered No Groundwater or Seepage Encountered. - 36 - 38 - 40 - 42 - 44 - 46 - 48 - 50 Completion Notes: PROPOSED NEW FITNESS CENTER TRADITIONS GOLF CLUB Project No: 544-10095 Page 2 Report No: 10-06-142 BORE LOG SLADDEN ENGINEERING Drill Rig: Mobil B-61 Date Drilled: 6/22/2010 Elevation: -40 Feet (AMSL) Boring No: B-3 o O Uo w u Description o o p. Q cn P�1 W W o 0 Q Q 4.0" AC over 3.0" Base 2 Silty Sand (SM); yellowish brown, moist, fine-grained (Ql-Qal) 4 3/5/5 48.3 7.7 98.4 6 Silty Sand (SM); yellowish brown, moist, loose, fine-grained (Ql-Qal) 8 4/4/6 40.0 6.0 94.1 10 Silty Sand (SM); yellowish brown, moist, loose, fine-grained (Q1-Qal) - 12 - 14 4/7/7 71.9 10.7 93.9 _ 16 Sandy Silt (ML); light yellowish brown, moist, stiff, low plasticity (Ql- Qal). -18 3/6/9 90.9 35.1 88.0 - 20 Clayey Silt (ML); light yellowish brown, moist, stiff, low plasticity (Ql Qal). - 22 - 24 'Terminated at --21.5 feet bgs. No Bedrock Encountered No Groundwater or Seepage Encountered. - 26 - 28 - 30 - 32 - 34 - 36 - 38 - 40 - 42 44 - 46 - 48 - 50 Completion Notes: PROPOSED NEW FITNESS CENTER TRADITIONS GOLF CLUB Project No: 544-10095 Page 3 Report No: 10-06-142 APPENDIX B LABORATORY TESTING Sladden Engineering APPENDIX B LABORATORY TESTING Representative bulk and relatively undisturbed soil samples were obtained in the field and returned to jour laboratory for additional observations and testing. Laboratory testing was generally performed in two phases. The first phase consisted of testing in order to determine the compaction of the existing natural soil and the general engineering classifications of the soils underlying the site. This testing was 1 performed in order to estimate the engineering characteristics of the soil and to serve as a basis for selecting samples for the second phase of testing. The second phase consisted of soil mechanics testing. 1 This testing including consolidation, shear strength and expansion testing was performed in order to Jprovide a means of developing specific design recommendations based on the mechanical properties of the soil. CLASSIFICATION AND COMPACTION TESTING Unit Weight and Moisture Content Determinations: Each undisturbed sample was weighed and measured in order to determine its unit weight. A small portion of each sample was then subjected to testing in order to determine its moisture content. This was used in order to determine the dry density of the soil in its natural condition. The results of this testing are shown on the Boring Logs. Maximum Density -Optimum Moisture Determinations: Representative soil types were selected for maximum density determinations. This testing was performed in accordance with the ASTM Standard D1557-91, Test Method A. The results of these tests are presented graphically in this appendix. The maximum densities are compared to the field densities of the soil in order to determine the existing relative compaction to the soil. Classification Testing: Soil samples were selected for classification testing. This testing consists of mechanical grain size analyses. This provides information for developing classifications for the soil in accordance with the Unified Soil Classification System which is presented in the preceding appendix. This classification system categorizes the soil into groups having similar engineering characteristics. The results of this testing is very useful in detecting variations in the soil and in selecting samples for further testing. SOIL MECHANIC'S TESTING Expansion Testing: One (1) bulk sample was selected for Expansion testing. Expansion testing was 1 performed in accordance with the UBC Standard 18-2. This testing consists of remolding 4-inch diameter by 1-inch thick test specimens to a moisture content and dry density corresponding to approximately 50 percent saturation. The samples are subjected to a surcharge of 144 pounds per square foot and allowed J to reach equilibrium. At that point the specimens are inundated with distilled water. The linear expansion is then measured until complete. Direct Shear Tests: One (1) bulk sample was selected for Direct Shear Testing. This test measures the shear strength of the soil under various normal pressures and is used to develop parameters for foundation design and lateral design. Tests were performed using a recompacted test specimen that was J saturated prior to tests. Tests were performed using a strain controlled test apparatus with normal pressures ranging from 800 to 2300 pounds per square foot. -1 Sladden Engineering r Consolidation Test: One (1) relatively undisturbed sample was selected for consolidation testing. Fort is test, a one -inch thick test specimen was subjected to vertical loads varying from 575 psf to 11520 psf j applied progressively. The consolidation at each load increment was recorded prior to placement of each J subsequent load. The specimens were saturated at 575 psf or 720 psf load increment. I I Sladden Engineering Sladden Engineering 450 Egan Avenue, Beaumont CA 92223 (951) 845-7743 Fax (951) 845-8863 Maximum Density/Optimum Moisture ASTM D698/D1557 Project Number: Project Name: Lab ID Number: Sample Location: Description: Maximum Density: Optimum Moisture: 145 140 135 130 115 110 1[Ib11 100 + 0 544-10095 Traditions Fitness Center LN6-10248 B-1 Bulk @ 0-4' Dark Brown Silty Sand (SM) 105.5 pcf 16% Sieve Size % Retained 3/4" 3/8" #4 1.1 <----- Zero Air Voids Lines, sg =2.65, 2.70, 2.75 5 10 15 Moisture Content, % July 1, 2010 ASTM D-1557 A Rammer Type: Machine 20 25 Buena Park • Palm Desert • Hemet I Sladden Engineering 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Job Number: Job Name: Lab ID Number: Sample ID: Soil Description: Expansion Index ASTM D 4829 544-10095 Traditions Fitness Center LN6-10248 B-1 Bulk 1 @ 0-4' Dark Brown Silty Sand (SM) Wt of Soil - Ring: 556.0 Weight of Ring: 192.9 Wt of Wet Soil: 363.1 Percent Moisture: 13.5% Wet Density, pcf: 110.0 Dry Denstiy, pcf: 96.9 Saturation: 1 49.4 Expansion Rack # 4 Date/Time 6/29/2010 1 11:50 AM Initial Reading 0.0000 Final Reading 0.0023 Expansion Index (Final - Initial) x 1000 FA July 1, 2010 Buena Park • Palm Desert • Hemet Siadden Engineering 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Direct Shear ASTM D 3080-04 (modified for unconsolidated condition) Job Number: 544-10095 Job Name Traditions Fitness Center Lab ID No. LN6-10248 Sample ID B-1 Bulk 1 '@ 04 Classification Dark Brown Silty Sand (SM) Sample Type Remolded @ 90% of Maximum Density July 1, 2010 Initial Dry Density: 94.5 pcf Initial Mosture Content: 16.1 % Peak Friction Angle (0): 32' Cohesion (c): 160 psf Test Results 1 2 3 4 Average Moisture Content, % 25.4 25.4 25.4 25.4 25.4 Saturation, % 87.7 87.7 87.7 87.7 87.7 Normal Stress, kps 0.739 1.479 2.958 5.916 Peak Stress, kps 0.592 1.118 2.039 3760 6.0 5.0 1.0 0.0 0 0 Peak Stress Linear (Peak Stress) 1 2 3 4 5 6 Normal Stress, kps Buena Park • Palm Desert • Hemet Siadden Engineering 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Gradation ASTM C117 & C136 Project Number: 544-10095 July 1,2010 Proj ect Name: Traditions Fitness Center Lab ID Number: LN6-10248 Sample ID: B-1 Bulk 1 @ 0-4' Soil Classification: SM Sieve Sieve Percent Size, in Size, mm Passing 2" 50.8 100.0 1 1 /2" 38.1 100.0 111 25.4 100.0 3/4" 19.1 100.0 1 /2" 12.7 99.3 3/8" 9.53 99.2 #4 4.75 98.9 #8 2.36 98.6 #16 1.18 98.4 #30 0.60 98.0 #50 0.30 96.4 #100 0.15 85.1 #200 0.075 47.4 100.0 90.0 80.0 70.0 60.0 ou z~ 50.0 P. 40.0 30.0 20.0 10.0 0.0 100.000 10.000 1.000 0.100 0.010 0.001 Sieve Size, ram Buena Park • Palm Desert • Hemet Sladden Engineering 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Gradation ASTM C117 & C136 Project Number: 544-10095 Project Name: Traditions Fitness Center Lab ID Number: LN6-10248 Sample ID: B-3 #1 @ 5' Soil Classification: SM Sieve Sieve Percent Size, in Size, min Passing 111 25.4 100.0 3/4" 19.1 100.0 1/2" 12.7 100.0 3/8" 9.53 100.0 #4 4.75 100.0 #8 2.36 100.0 #16 1.18 100.0 #30 0.60 99.9 #50 0.30 98.7 #100 0.15 85.5 #200 0.074 48.3 100 90 80 70 60 bn 50 c� a 0 40 30 20 10 0 1( 0.000 July 1, 2010 10.000 . 1.000 0.100 0.010 0.001 Sieve Size, mm Buena Park • Palm Desert • Hemet Sladden Engineering 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 One Dimensional Consolidation ASTM D2435 & D5333 Job Number: 544-10095 Job Name: Traditions Fitness Center July 1, 2010 Lab ID Number: LN6-10248 Initial Dry Density, pcf: 81.4 Sample ID: B-2 #2 @ 5' Initial Moisture, %: 21.2 Soil Description: Dark Brown Sandy Silt w/Clay Lenses (SM) Initial Void Ratio: 1.048 --� Specific Gravity: 2.67 Hydrocollapse: 0.2% @ 0.702 ksf % Change in Height vs Normal Presssure Diagram —0 Before Saturation —6 After Saturation e Rebound --W-- Hydro Consolidation 1 1 0 : 1 J -3 ou x -4 -5 U 0 -6 -7 0.1 1.0 10.0 Normal Load (ksf) 100.0 Buena Park • Palm Desert • Hemet 5ladden Engineering 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 45090 Golf Center Pkwy, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 Date: July 1, 2010 1 Account No.: 544-10095 Customer: Traditions Golf Club Location: Traditions Fitness Center, La Quinta Analytical Report Corrosion Series pH Soluble Sulfates per CA 643 per CA 417 ppm B-1 @ 0-4' 8.4 230 Soluble Chloride Min. Resistivity per CA 422 per CA 643 ppm ohm -cm 260 730 C Rpt 544-10095 070110.doc 'leff e r ', graup Tradition Fitness Building Addendum #2 - Calculations The Leffler Group Job #: 100145 Date: December 17, 2010 CITY p�Fj QUINTA BUILDING & SAFETY APPROVED ED FOR CONSTRLjCTlON JAN 13 ?_011 DA��l �Y;. - • �Ie CLIENT MAI Design Group 383 Inverness Parkway, Suite 190 Englewood, CO 80112 720.266.2582 www.mai-architects.com PROJECT NAME AND ADDRESS Tradition Fitness Building 78505 Old Avenue 52 La Quinta, CA 92253 GENERAL INFORMATION: BUILDING CODE: 2007 California Build NOTES: 6870 WEST 52ND AVENUE ARVADA, CO 80002 720.890.4095 Job Name: Tradition Fitness Build Job Number: 100145 Code By: CH, RL Date: December 17, 2010 ��aFESs10 � T 2 W u Gfi51J�JM. OF =/O {lY❑Ll X7 Tradition Fitness Building La Quinta, CA 92253 Job #: 100145 Table of Contents to Calculations Design Criteria 4 - 14 Lateral Design 15 - 31 Framing Design 32 - 54 Foundation Design 55 - 56 Miscellaneous 57 - 75 6870 WEST 52ND AVENUE ARVADA, CO 80002 720.890.4095 3 eff le r group Project Name Project # Location Governing Jurisdiction / Bldg. Dept. Governing Building Code Occupancy Category (IBC 1604.5) Substructrure Design Geotechnical Consultant Contact Report # Swell % Active Equivalent Fluid Pressure At -rest Equivalent Fluid Pressure Passive Equivalent Fluid Pressure Coefficient of Sliding Friction Footings Date August 13, 2010 Tradition Fitness Building 100145 La Quinta, CA 92253 City of La Quinta 2007 California Building Code Sladden Engineering Matthew J. Cohrt / Brett L. Anderson 544-10095 (10-06-142) Allowable Bearing Pressure (long term) Allowable Bearing Pressure (short term) Minimum Dead Load Pressure Frost Protection Depth Portland Cement type recommended Maximum w/c ratio Modulus of Subgrade Reaction (For Slab on Grade Design) Vibration Designed per AISC Design Guide 11 Acceleration Limit for walking excitation Constant Force Damping Ratio Deflections Roof Members Dead + Live Floor Members Dead Dead + Live Exterior Wall Members stucco/lath with wood backing stone/brick veneer with wood stud backing Wind (total) Seismic (story) CBC 1617.3.1 (Allowable) Po = R= N/A % N/A psf/ft N/A psf/ft 300 psf/ft 0.45 k/k 1800 psf 2400 psf N/A psf 18 in N/A N/A pci No N/A g N/A kips N/A L/240 N/A N/A H/600 H/600 H/400 H/40 4 �ff�� r group Project Name Project # Location Governing Jurisdiction / Bldg. Dept. Governing Building Code Snow Load Ground Snow Load Importance Factor Wind Load Basic Wind Speed (3-second gust) Hurricane Prone Region: Exposure Category Importace Factor Site Altitude Date August 13, 2010 Tradition Fitness Building 100145 La Quinta, CA 92253 City of La Quinta 2007 California Building Code p9 = 0.0 psf IS = 1.0 V3S = 85 mph No C Iw = 1.00 0 feet Seismic Importance Factor IE = 1.0 Site Class (IBC 1615.1.1 per geotechnical) D Seismic Design Category: D Lateral System Light -framed walls sheathed with wood structural panels rated for shear resistance or steel sheets Response Modification Factor R = 6.5 System Overstrength Factor 0 = 3 Deflection Amplification Factor Cd = 4 Fundamental Period per ASCE 7-05 12.8.2.1 Building Period per 12.8-7 Ta = 0.189 seconds Long Period Boundary TL = 6 seconds Governing Base Shear Coefficient CS = 0.154 Total Base Shear Eh ULTIMATE = 82 Eh SERVICE = 57 h /000:leffIer, Project: Tradition Fitness Building Date: August 13, 2010 Dead Loads: Roof: Roofing Material: Sheathing: Framing: Insulation: Ceiling Finish: Sprinklers: Mechanical: Miscellaneous: Total DL: Roof Pitch: Adjusted for Roof Slope: Floor: Finish Material: Sheathing: Framing: Insulation: Ceiling: Sprinklers: Mechanical: Partitions: Miscellaneous: Floor DL: Ceiling: Surface Finish Material: Sheathing: Framing: Insulation: Ceiling Finish: Sprinklers: Mechanical: Miscellaneous: Ceiling DL: N/A Design Dead & Live Loads 0.2 Spanish Tile 5/8" Plywood Wood Framing R-25 Batt Insulation (8") 5/8" Gyp. Board Yes Yes 5 :12 None None Wood Framing R-19 Batt Insulation (6") 5/8" Gyp. Board Yes No Job No. 100145 19.0 psf 1.9 psf 3.3 psf 1.0 psf 2.8 psf 2.0 psf 2.0 psf 1.0 psf 33.0 psf 35.8 psf #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A 0.0 psf 0.0 psf 3.3 psf 0.8 psf 2.8 psf 2.0 psf 0.0 psf 1.1 psf 10.0 psf 6 ��leff�er�p Project: Tradition Fitness Build! Date: August 13, 2010 Walls: Exterior Finish Material Sheathing: Framing: Insulation: Interior Finish Material: Miscellaneous: Ceiling DL: Desi n Dead & Live Loads v1.2 Job No. 100145 Stone Veneer 28.0 psf 1 /2" Plywood 1.5 psf Wood Framing 1.7 psf R-19 Batt Insulation (6") 0.8 psf 5/8" Gyp. Board 2.8 psf 1.2 psf 36.0 psf Live Loads: Roof: 20.0 psf Exit Floor: Exit Facilities 100.0 psf Unit Floor: Assembly 100.0 psf ,"culeff group ASCE 7-05 Wind Loads - Method 2,- Rigid, Structures v1.0 Project: Tradition Fitness Building Job No. 100145 Date: August 13, 2010 V3s = 85 (Figure 6-1) Mean Roof Height (h) = 20 feet Occupancy Cat.= II (Table 1-1) Structure Type: All Other Structural Systems Iw = 1.00 (Table 6-1) Ta = 0.19 s Exposure = C (Section 6.5.6) Plan Building Dimensions = N/S: 45 EIW: 127 Kzt = 1.0 (Figure 6-4) Ridge Direction: E/W Kd = 0.85 (Table 6-4) Area Roof = 5715 sq. ft G = 0.85 (Section 6.5.8) Roof Slope = 5 :12 GCpi = +/- 0.18 (Figure 6-5) Roof Angle = 22.62 ° Main Winn Fnrca_Racic4inn S-1- External Pressure Coefficients, Cp (Figure 6.6 Walls: Windward: Cp = 0.8 UB Leeward: Cp = -0.5 N-S Dir' 0.4 Cp = -0.3 E-W Dir` 2.8 Side 1^Ja11 Cp = -0.7 IN/S Wind Roof`: h/L = 0.44 Use Normal to Ridge Values Windward Leeward for Roof Angle - 10 Degrees Cp = -0.4 -0.6 IENV Wind Roof": h/L = 0.16 Use Parallel to Ridge Values Cp (0 to h/2) = -0.9 Cp (h/2 to h) = -0.9 Cp (h to 2h) = -0.5 Cp (> 2h) = -0.3 Notes: 1. f ILL. and minur .igws Wvnify rrcisarry -tiny, rowan! end nwey fewer tM •tM m-, r,pwl i-ly. ILinear inters•dsdvn is nnm4ttasl f valuer 4L.N, h L -uJ 0 othertbmt �Iwwm InierjxA21iun shall only be carried nu[ ran ve of line sarttc +ixn H'hrrr nn vofue of the seine sign is given, assume 0 0 for Intrrpnlarirei purryres. 3 R-hern mo vale %of c;arr 114lvd. dds Indhmim thus the wbalwsril inor nii.1. h suh)mmed In either Iwsirirr rx neFsiHe 1rrc:•amiand rlw rmf srrurwre droll !r desiyie+l fur l-Rh canihfeat+ Iraetpoteti- fnr Intcrmrdlete te:iu. orM- In this ease rh-II only bu .seined nln heswaa f. sil ues or like sign. 4. For omslnpe Hof., entite roof surfnrc is either. w{ndwe d,r hYwsn4.sur 5. par fl-iAla Moldings use epp-pri.te Gr ns del-11wd by .lien inn 6 S,R 6. Refer to Fk ptrc 6-7 for domes and Figure [.k fx arched nw,f. 7. N,Pwilon 8: Horirnnml dimrminn of building, in feet (meier), measured ttornwl to wind direction. L: klorh-isl dimrrnia[r of building, in Cart (meierj menwred Iwailel to wind duectten. h- rinser r,w+f hrighr in 1171 (ttteI2 I. -ept that sere hefghl shall he used for 0 < 10 degRes _: llelghco-egrmawf,fnf tltttcrsn). G: Gust effect favor. q, q,- Veloeftv prersure. In pnutw[s pet I(-t (N;m'), esvivared nl reg lve height. u: nngk,fpl¢nr ofmtfl mhx ennui. Indegmev R rer msnurd snot., etve tam bnrlmtrml eutf- And k and i-Hri,d surf xhen he treated ¢e leewtud surferrs from the table 'Cardinal direction indicates direction of wind Roof Pressure Coefficients, C. for use with qs Wind Dirnl ;on Windward leeward Angle, 0 (degrees) Angk, tl (drgreec) h14 10 15 20 Si1 30 35 45 x6UAr 10 1 15 2tN Normal to ridge roe 1_0.25 0.7 -0-18 -0.5 0.0" -D.3 0,2 -0.2 0.3 -0.2 0.3 0.0" OA 0.4 0.0) e -0-3-0-5-0.6 n_5 -0.9 -0.18 -0.7 -0.18 -0.4 D.D• -U.3 02 -U.2 0.2 -0.2 03 U.0" 0.4 0.010 -0S -0.5 -0.6 62lop >1.o -1.3-1 -0.18 -1.0 1 -0.18 -0.7 -o.18 -0.5 D,oa -0.3 0.2 -0.2 02 OD• 03 0,010 .0.7 -0.6 -0.6 Normal to ridge for 0 < 10 and Parallel to ridge 5 0.5 lluriz disranee from windward edge C p ;Value is Provided for interpolation purposes. **Value can be reduced linearly with area over which it is applicable as follows 0 I- IV 2 -0.9- -0.18 W-I to h -()-9 -U-IX h to 2 h -0-6. -0.16 ., 2h -t1.1, -0.18 i 1.0 0 to h/2 -1 3---0 19 Arm (Kq ni Rednetinm Fnelur 5 100 (9.3 sq m) 1.0 for all h2 -0.7, -O.18 'll1 232 + nt 0.911at0 92.v ml 0,8 11 a r.tauuuty nw, vov.lr (rtyui ua v-i to w v-t t I Cladding Areas: 33 3 sf Typical wall stud L = loft GCp <=60 ft: Windward = 0.91 GCp > 60 ft: Windward = 0.91 Lee (Field) = -1.01 Lee (Field) = -1 01 Lee (Corner) = -1.21 Lee (Corner) = -1.21 (Roof: Refer to Figure 6-11 B through 6-17 of ASCE 7-05 For Roof GCp Windward Leeward Coefficients: GCp = 0.50 -2.40 Comer GCp = 0.50 -1.55 Edge GCp = 0.50 -0.90 Field Pressure Coeff. Zone a=4.5ft 2a = 9.0 It 4a = 18.0 ft 8 ASCE 7-05 Wind Loads - Method 2 - Rigid Structures -the �� � vto ^ group Project: Tradition Fitness Building _ Date: August 13, 2010 Velocity Pressure qz = (Density Correction)(0 00256)(Kz)(Kzt)(Kd)(V2)(1), psf Parapet Height = 3 MFRS C&C Level z Kz, MFRS- Kz, C&C` qz, psf qh, psf qz, psf qh, pst Roof 20 090 0.90 142 14.2 14.2 15.4 0 ta., Mean Roof Height. 0.90 0.98 Main Wind Force -Resisting System (Design Wind Pressures) p = (q)(G)(Cp) - (q)(GCpi), psf (Eq. 6-17) (q)(G)Cp (q)(GCpi) _ +/- 2.6 psf Walls Leeward Level j z Windward N/S ENV Side Roof 20 9.6 -6.0 -3.6 -8.4 0 #VALUE! I Roof N/S Windward �.8 Leeward 7.2 E/W 0 to h/2 -10.8 h/2 to h = -10.8 hto2h= -6.0 > 2h = -3.6 Main Wind Force -Resisting System (Design Wind Loads) Lateral Load Into Diaphragms Lateral Load (plf) Lateral Load (kips) Level N-S E-W N-S E-W Roof 266 242 33.8 10.9 B Sh 338 09 Job No. 100145 (Eq. 6-15) Density Factor = 0.0765 (See Table C6-13 Density Correction = 1.00 Velocity Pressure Coefficients, Kz from Table 6-3 Note 2 & 3 zg = 900 a = 9.5 Where: q = qz for windward walls q = qh for leeward, side, roof and C&C Parapet p = (q)(GCpn) psf (Eq. 6-20) Windward Leeward 21.9 14.6 Reality Check Area (sq. ft.) Pressure it ;n Level N-S E-W N-S E-W Roof 1270 450 266 242 ase ear = 1 Notes: Lateral loads accurate for flat roof structures. Lateral component of bads for gable, hip, monoslope etc. roofs are not included. Components & Cladding (Design Wind Pressures) p = qh [(GCp) - (GCpi)] psf (Eq. 6-22) Walls Roof Level Windward Lee Field Lee Comer Windward Leeward Roof 16.9 -18.4 -21.5 Comer Ede Field Corner Ede Field 10.5 10.5 10.5 -39.8 -26.7 -16.7 Pressures shown here have been reduced to 70% of the loads above per 200618C Table 1604.3 footnote f. Walls Roof Level Windward Lee Field Lee Corner Windward Leeward Roof 11.8 -12.9 -15.1 Comer Ede Field Corner Ede Field 7.4 7.4 7.4 -27.9 -18.7 -11.7 ASCE 7-05 Wind Loads - Method 2 • Rigid Structures the e ff l r VI group Project: Tradition Fitness Building _ Job No. 100145 Date: August 13, 2010 Parapet Components & Cladding (Design Wind Pressures) P = (w)(GCP - GG i) psf (Eq. 6-24 Field / Edgel Corner Windward Wall Pressure sf 16.9 1 16.9 Leeward Wall Pressure s -18.4 1 -21.5 Negative Roof Pressure s -26.7 1 -39.8 --Field—T Comer Load Case A Design Wind Pressure = 43.6 56.7 Positive Wall Pressure + Negative Roof Pressure Load Case B Design Wind Pressure -- 35.3 38.4 (Positive Wall Pressure + Negative Wall Pressure) Design Parapet Pressure = 43.6 56.7 Design Pressure For Deflection = 30.5 39.7 (� Vmd Dimction l ) Load Case A Load Case B Methodolux used to Develop External Parapet tressures sun W Md P Me JKOSISting b }15tCnI5 5R .ad MponentS and C ladding) 10 t -14eff ecup Project: Tradition Fitness Building Date: August 13, 2010 Occupancy Category : II (Table 1-1) Importance Factor 7 1.00 (Table 11.5-1) Soil Site Class D (Table 20.3-1) rlPcinn SnPr_trM RPannncP Orrolorafinn Parnmofom ASCE 7-05 Seismic Loads v1 0 Job No. 100145 Building Height (h) = 20 feet Building Weight (W) = 410 kips p = 1.3 (12.34) S& = (2/3)*SR,s = 1.000 (Eq. 11.4-3) Where: Sms = FaSs = 1.5 (Eq. 11.4-1) Fa = 1 (Table 11.4-1) Ss = 1.5 .(USGS Webs;tee SO = (2/3)*Sm1 = 0.600 (Eq. 11.4-4) Where: Smt = F St = 0.9 (Eq. 11 A-2) F� = 1.5 (Table 11.4-2) St = 0.6 1USGS Websitte Seismic Design Category - Sds D (Table 11.6-1) Seismic Design Category - Sdt : D (Table 11.6-2) Seismic Design Category: D Seismic Base Shear CS = Sds/(R/1) _ but not greater than : CS = Sdt/(T*(R/1)) _ CS = (Sdi*TL)/(TZ*(R/1)) _ or less than: CS = 0.01 0.154 (Eq. 12.8-2) 0.488 for T <_ TL (Eq. 12.8-3) 15.480 for T > TL (Eq. 12.8-4) (Eq. 12.8-5) Use CS = 0.154 Cs*0.7 = 0.108 Where . R = 6.5 (Table 12.2-1) TL = 6 (Figure 22-15) Ts = 0.60 To = 0.12 T = Ct*h" = 0.19 (Eq. 12.8-7) Structure Type: All Other Structural Systems Ct = 0.020 (Table 12.8-2) x = 0.75 t��l�fF �r group ASCE 7-05 Seismic Loads Project: Tradition Fitness Building Job No. 100145 Date: August 13, 2010 Total Base Shear Eh ULTIMATE - p*VULTIMATE = p*CS*W = 82 kips (Eq. 12.8-1) Eh SERVICE = p*VSERVICE = 0.7*p*Cs*W = 57 kips (Eq. 12.8-1) Vertical Distribution of Seismic Forces Cvx = wk`hxI. (Eq. 12.8-12) I w7h-v— k = 1.00 (Section 12.8.3) Fx= C,.*v (Eq.12.8-11) Level h, ff Level Area w., kips""' %*hx" CV. FxuLT, kips FxsRv, kips Roof 20 5715 410 8,201 1.000 82.0 57.4 1 z = ts,zui a: Where partition loads are required per ASCE7-05 Section 4.2.2, provide additional 10 psf min to w.. b: Where live load includes storage, include 25% of storage live load with w.. c: Where Flat Roof Snow Load (pl) exceeds 30 psf, include 20% of uniform design snow load with w.. Vertical Seismic Load Effect Ev ULTIMATE = 0•2SDS*D = 82 kips (Eq. 12.4-4) Ev SERVICE = 0.7*0.2SDs*D = 57 kips (Eq. 12.4-4) ever w., kips E uLT, kips E SRv, kips Roof 410 82.0 57.4 1 I_r:::A 12 City of La Quinta: Building Codes Page 1 of 1 Building Codes General: The City of La Quinta Building & Safety Department uses the following codes in the plan check process and in field inspections: 2007 California Building Code (based on the 20o6 IBC; effective 01/01/2008) 2007 California Mechanical Code (based on the 20o6 UMC; effective o1/oi/2oo8) 2007 California Plumbing Code (based on the 2006 UPC; effective o1/01/2oo8) 2007 California Electrical Code (based on the 2005 NEC; effective 01/01/2008) 2oo8 California Energy Code (effective 01/01/2009) Other: In addition, for structures in La Quinta, design for the following requirements: Seismic Design Category: "D" Basic Wind Speed: 85 mph (3-second gust), Exposure "C" Climate Zone: 15 Please call the Building Department at (760) 777-7012 ifyou have other design questions. The California Building Standards Codes are available free for online viewing: At http://publicecodes.citation.com/st/Ca/st/CA-P-2007-999999•htm is... 2007 California Building Code, Title 24, Part 2 (First Printing) " 2007 California Existing Building Code, Title 24, Part to (First Printing) 2007 California Fire Code, Title 24, Part 9 (First Printing) " 2007 California Administrative Code, Title 24, Part 1 (First Printing) "• 2007 California Elevator Safety Construction Code, Title 24, Part 7 2007 California Historical Building Code, Title 24, Part 8 (First Printing) " 2007 California Referenced Standards Code, Title 24, Part 12 (First Printing) ' Includes Supplements through January 2oo9 "" Includes Supplements through January 2010 At http://wwA,.iapmo.org/Pages/californiaplumbingcode.aspx is... 2007 California Plumbing Code, Title 24, Part 5 At http://www.iapmo.org/Pages/califomiamechanicalcode.aspx is... 2007 California Mechanical Code, Title 24, Part 4 At http://www.documents.dgs.ca.gov/bsc/2oo9/partil_2008_ealgreen_code.pdf is... 20o8 California Green Building Standards Code, Title 24, Part 11(Effective August r, 2oo9) The California Electrical Code (Title 24, Part 3) is not available in this format. The California Energy Code, supplemental material, and compliance forms are available at the California Energy Commission Web site. 78505 old avenue 52 la quinta, ca 92253 - Google Maps Page 1 of 1 t� G o `t � maps Address Old Ranch Rd La Qu i nta, CA 92253 Get Google Maps on your phone Text the word "GMAPS"to466453 - Rancho = ' ''° �, Sermvda hhirsge � Pain. I--:-+,. . C]unes . . 111 44lllhv c BNP Padbas •.. r7 Pri m>; CC1 L'•� X' � t u. 111 PaIr11 Desert NS, Open Y � Goff Cfllli Indio Indian vyei'.s � .f A V.E 46 _ z m { �y �: BIC'llfafl >;;slf tiuh . .` IIC1!IviABSr Co;yrTMyC:ub - 5�iir ve 1 : ,��•, ! , Quint:: , It:-r,-. Co: i r:?m Ave ::. _ :a Ave n 52;7a Aw, F• 47. BUM -et _. Prrk 74 La Qurnta - g L� i_ $6 p #r pre R.ar _1 _ ahj F'._rs:'CY tt C 861 a m E.�',IAst 6?IR.A,•a a.2 66r i I 1 ©2010 Google - Map data ©2010 Google - //mans.L,00gle.com/mans?f=a&source=s a&hl=en&aeocode=&a=78505+old+avenue... 6/24/2010 Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.6291 Longitude =-116.2597 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.009999999776482582 deg grid spacing Period Sa (sec) (g) 0.2 1.500 (Ss, Site Class B) 1.0 0.600 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.6291 Longitude =-116.2597 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.500 (SMs, Site Class D) 1.0 0.900 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.6291 Longitude =-116.2597 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.000 (SDs, Site Class D) 15 73: lk 16 2 Irg 0 M N W. ,3: 17 Job Name IT���� Job No. 1 c701`;S Sheet No. By Date -7-ZZ- � d 'f��N:�-ACrM � � � o or- -z-a't�r��. 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Base allowables are user defined Section Name 4x6 Center Span 10.00 ft Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft Lu 0.00 ft Beam Depth 5.500 in Right Cantilever ft _Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Fb Base Allow 900.0 psi Load Dur. Factor 1.000 Fv Allow 180.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi E 1,600.0 ksi Full Length Uniform Loads Center DL 72.00 #/ft LL 40,00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Summary Beam Design OK Span= 10.00ft, Beam Width = 3.500in x Depth = 5.5in, Ends are Pin -Pin Max Stress Ratio 0.814 : 1 Maximum Moment 1.4 k-ft Maximum Shear * 1.5 0.8 k Allowable 1.7 k-ft Allowable 3.5 k Max. Positive Moment 1.40 k-ft at 5.000 ft Shear: @ Left 0.56 k Max. Negative Moment 0.00 k-ft at 0.000 ft @ Right 0.56 k Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k-ft @ Center 0.313 in Max. M allow 1.72 Reactions... @ Right 0.000 in fb 952.07 psi fv 39.80 psi Left DL 0.36 k Max 0.56 k Fb 1,170.00 psi Fv 180.00 psi Right DL 0.36 k Max 0.56 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Tr�tal_Load Deflection -0.209 in -0.325 in Deflection 0.000 in 0.000 in ...Location 5.000 ft 5.000 ft ...Length/Deft 0.0 0.0 ...Length/Deft 575.1 369.73 Right Cantilever... Camber ( using 1.5 * D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.313 in ...Length/Deft 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 34.195 Le 0.000 ft Sxx 17.646 in3 Area 19.250 in2 Cf 1.300 Rb 0.000 Cl 560.000 Max Moment Sxx Read Allowable fb @ Center 1.40 k-ft 14.36 in3 1,170.00 psi @ Left Support 0.00 k-ft 0.00 in3 1,170.00 psi @ Right Support 0.00 k-ft 0.00 in3 1,170.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.77 k 0.77 k Area Required 4.256 in2 4.256 in2 Fv: Allowable 180.00 psi 180.00 psi Bearing @ Supports Max. Left Reaction 0.56 k Bearing Length Req'd 0.256 in Max. Right Reaction 0.56 k Bearing Length Req'd 0.256 in 36 Title : Tradition Fitness Building Dsgnr: CJH Description Job # 100145 Date: 11:29AM, 2 AUG 10 ;e�: isirr=oso5t5a, ver 5.s,o, 1983-20% ENERCALC EM Description 2.1 Scope : General Timber Beam Page 2 traditonlitnsa6 anercalc.acw;Calculations Query Values z M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k-ft 0.56 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in 37 Title : Tradition Fitness Building Dsgnr: CJH Description Job # 100145 Date: 11:29AM, 2 AUG 10 Scope Rgv: 580004 ussr:liw-Ofi05158, Ver5.8.0, 1•Nov-2006 General Timber Beam (cj 1983-2006 ENERCALC Engirieering 5omyare Description 2.2 General Information Section Name 8x14 Beam Width 7.500 in Beam Depth 13.500 in Member Type Sawn Load Dur. Factor 1.000 Beam End Fixity Pin -Pin LFuII Len th Uniform Loads Page 1 traditon limass_enercaic.scw CaiOUIatlons Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Center Span 19.00 ft ....Lu 0.00 ft Left Cantilever ft Lu 0.00 ft Right Cantilever ft Lu 0.00 ft Douglas Fir - Larch, No.1 Fb Base Allow 1,000.0 psi Fv Allow 180.0 psi Fc Allow 625.0 psi E 1,700.0 ksi Center DL 234.00 #/ft LL 130.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft SummaryNOW- f - Span= 19.00ft, Beam Width = 7.500in x Depth = 13.5in, Ends are Pin -Pin Max Stress Ratio 0.877 : 1 Beam Design OK Maximum Moment 16.4 k-ft Maximum Shear * 1.5 4.6 k Allowable 18.7 k-ft Allowable 18.2 k Max. Positive Moment 16.43 k-ft at 9.500 ft Shear: @ Left 3.46 k Max. Negative Moment 0.00 k-ft at 0.000 ft @ Right 3.46 k Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k-ft @ Center 0.394in Max. M allow 18.74 Reactions... @ Right 0.000in fb 865.21 psi fv 45.49 psi Left DL 2.22 k Max 3.46 k Fb 987.00 psi Fv 180.00 psi Right DL 2.22 k Max 3.46 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Deflection -0.262 in -0.408 in Deflection 0.000 in ...Location 9.500 ft 9.500 ft ...Length/Defl 0.0 ...Length/Deft 868.7 558.44 Right Cantilever... Camber ( using 1.5 * D.L. Defl ) ... Deflection 0.000 in @ Center 0.394 in ...Length/Deft 0.0 @ Left 0.000 in @ Right 0.000 in Stress caics Bending Analysis Ck 33.438 Le 0.000 ft Sxx 227.813 in3 Cf 0.987 Rb 0.000 Cl 3457.999 Max Moment Sxx Read @ Center 16.43 k-ft 199.70 in3 @ Left Support 0.00 k-ft 0.00 in3 @ Right Support 0.00 k-ft 0.00 in3 Shear Analysis @ Left Support @ Right Support Design Shear 4.61 k 4.61 k Area Required 25.589 in2 25.589 in2 Fv: Allowable 180.00 psi 180.00 psi Bearing @ Supports Max. Left Reaction 3.46 k Bearing Length Req'd Bearing Length Req'd Area 101.250in2 Allowable fb 987.00 psi 987.00 psi 987.00 psi 0.738 in 0.738 in 0.000 in 0.0 0.000 in 0.0 38 Title : Tradilion Fitness Building Job # 100145 Dsgnr: CJH Date: 11:29AM, 2 AUG 10 Description Scope: Rev: 580004 usenR--0605.158, Ver5.8.0, I-Nov-406 (0 1983 2006 ENEFlCALC Engineeriny.5oftware General Timber Beam Page 2 Description 2.2 traditon fifness _anercalc.ecwCalculations Query Values M, V, & D @ Specified Locations Moment @ Center Span Location = 0.00 ft 0.00 k-ft Shear Deflection @ Right Cant. Location = 0.00 ft 0.00 k-ft 3.46 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in 0.00 k 0.0000 in 39 Title : Tradition Fitness Building Job # 100145 Dsgnr: CJH Date: 11:29AM, 2 AUG 10 Description : Scope: r'", Jouu" User: KW-0605158, Ver5.8.0, 1-Nov-2006 General Timber Beam Page 1 (c)1983-2006 ENERCALC Engineering Software traditon fitness_ enercalc.ecw:Calculations Description 2.3 General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 6x10 Center Span 11.00 ft ..... Lu 0.00 ft Beam Width 5.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 9.500 in Right Cantilever ft Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.1 Fb Base Allow 1,000.0 psi Load Dur. Factor 1.000 Fv Allow 180.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi E 1,700.0 ksi Full Length Uniform Loads Center DL 96.00 #/ft LL 240.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Span= 11.00ft, Beam Width = 5.500in x Depth = 9.5in, Ends are Pin -Pin Max Stress Ratio 0.737 : 1 Maximum Moment 5.1 k-ft Maximum Shear ` 1.5 2.4 k Allowable 6.9 k-ft Allowable 9.4 k Max. Positive Moment 5.08 k-ft at 5.500 ft Shear: @ Left 1.85 k Max. Negative Moment 0.00 k-ft at 0.000 ft @ Right 1.85 k Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k-ft @ Center 0.071 in Max. M allow 6.89 Reactions... @ Right 0.000 in fb 737.15 psi fV 45.84 psi Left DL 0.53 k Max 1.85 k Fb 1,000.00 psi Fv 180.00 psi Right DL 0.53 k Max 1.85 k Deflections Center Span... Dead Load Total Load Deflection -0.047 in -0.166 in ...Location 5.500 ft 5.500 ft ...Length/Deft 2,788.4 796.70 Camber ( using 1.5' D.L. Defl ) ... @ Center 0.071 in @ Left 0.000 in @ Right 0.000 in Stress Calcs - Bending Analysis WOOL Ck 33.438 Le 0.000 ft Cf 1.000 Rb 0.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Max Moment 5.08 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 2.40 k 13.306 in2 180.00 psi 1.85 k 1.85 k w Deflection y0.000 in Y0.000 In ...Length/Deft 0.0 0.0 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 Sxx 82.729in3 Cl 1847.999 Sxx Read 60.98 in3 0.00 in3 0.00 in3 @ Right Support 2.40 k 13.306 in2 180.00 psi Bearing Length Req'd Bearing Length Req'd Area 52.250 in2 Allowable fb 1,000.00 psi 1,000.00 psi 1,000.00 psi 0.538 in 0.538 in 40 Title : Tradition Fitness Building Dsgnr: CJH Description Job # 100145 Date: 11:29AM, 2 AUG 10 Scope: "ev: StjtjUUq User: KW-0805158, Ver5.8.0, 1-Nov-2006 General Timber Beam (c)1983.2066 ENERCALC Englneerhg Software Description 2.3 Page 2 traditontltness_enerealC.ecw:calculalions Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k-ft 1.85 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in 41 Title : Tradition Fitness Building Dsgnr: CJH Description Job # 100145 Date: 11:29AM, 2 AUG 10 Scope : user: kW-66135158. Ver.5.8.0, 1-Now-2006 General Timber Beam Page 1 (01983-2006 ENERCALC Englnsering Software traditon fftness_enercalq.ecaw:Galcufafian6 Description 2.4 General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 4x4 Center Span 12.00 ft Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 3.500 in Right Cantilever ft Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Fb Base Allow 900.0 psi Load Dur. Factor 1.000 Fv Allow 180.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi E 1,600.0 ksi Full Length Uniform Loads Center DL 3.00 #/ft LL Left Cantilever DL #/ft LL Right Cantilever DL #/ft LL Summary 11 20.00 #/ft #/it #/ft Span= 12.00ft, Beam Width = 3.500in x Depth = 3.5in, Ends are Pin -Pin Max Stress Ratio 0.515 : 1 Maximum Moment 0.4 k-ft Maximum Shear * 1. Allowable 0.8 k-ft Allowable Max. Positive Moment 0.41 k-ft at 6.000 ft Shear: Max. Negative Moment 0.00 k-ft at 0.000 ft Max @ Left Support 0.00 k-ft Max @ Right Support 0.00 k-ft Max. M allow 0.80 Reactions... fb 695.23 psi fv 16.09 psi Left DL Fb 1,350.00 psi Fv 180.00 psi Right DL Deflections Camber: 0.02 k 0.02 k Center Span... Dead Load Total Load Left Cantilever... Deflection -0.070 in -0.536 in Deflection ...Location 6.000 ft 6.000 ft ...Length/Deft ...Length/Deft 2,058.5 268.50 Right Cantilever... Camber ( using 1.5 * D.L. Defl ) ... Deflection @ Center 0.105 in ...Length/Deft @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 34.195 Cf 1.500 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le 0.000 ft Sxx 7.146 in3 Rb 0.000 Cl 138.000 Max Moment Sxa_Rec d 0.41 k-ft 3.68 in3 0.00 k-ft 0.00 in3 0.00 k-ft 0.00 in3 @ Left Support @ Right Support 0.20 k 0.20 k 1.095 in2 1.095 in2 180.00 psi 180.00 psi 0.14 k Bearing Length Req'd 0.14 k Bearing Length Req'd Beam Design OK 5 0.2 k 2.2 k @ Left 0.14k @ Right 0.14k @ Left 0.000 in @ Center 0.105in @ Right 0.000 in Max 0.14k Max 0.14 k 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Area 12.250 in2 Allowable fb 1,350.00 psi 1,350.00 psi 1,350.00 psi 0.063 in 0.063 in 42 @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 34.195 Cf 1.500 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le 0.000 ft Sxx 7.146 in3 Rb 0.000 Cl 138.000 Max Moment Sxa_Rec d 0.41 k-ft 3.68 in3 0.00 k-ft 0.00 in3 0.00 k-ft 0.00 in3 @ Left Support @ Right Support 0.20 k 0.20 k 1.095 in2 1.095 in2 180.00 psi 180.00 psi 0.14 k Bearing Length Req'd 0.14 k Bearing Length Req'd Beam Design OK 5 0.2 k 2.2 k @ Left 0.14k @ Right 0.14k @ Left 0.000 in @ Center 0.105in @ Right 0.000 in Max 0.14k Max 0.14 k 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Area 12.250 in2 Allowable fb 1,350.00 psi 1,350.00 psi 1,350.00 psi 0.063 in 0.063 in 42 Beam Design OK 5 0.2 k 2.2 k @ Left 0.14k @ Right 0.14k @ Left 0.000 in @ Center 0.105in @ Right 0.000 in Max 0.14k Max 0.14 k 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Area 12.250 in2 Allowable fb 1,350.00 psi 1,350.00 psi 1,350.00 psi 0.063 in 0.063 in 42 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Area 12.250 in2 Allowable fb 1,350.00 psi 1,350.00 psi 1,350.00 psi 0.063 in 0.063 in 42 Area 12.250 in2 Allowable fb 1,350.00 psi 1,350.00 psi 1,350.00 psi 0.063 in 0.063 in 42 Title : Tradition Fitness Building Dsgnr: CJH Description Job # 100145 Date: 11:29AM, 2 AUG 10 Scope : User: KW-0605158, Ver5,8.°• t-Nov-200G General Timber Beam (G)1983.20DO ENEFtCALC Engineering Software Description 2.4 traditon Page 2 Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k-ft 0.14 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00k-ft 0.00 k 0.0000 in 43 Title : Tradition Fitness Building Job # 100145 Dsgnr: CJH Date: 11:29AM, 2 AUG 10 Description : Scope : user: Wvw_ 655158. Veit 5-8.0, 1-Nov-2aGE; General Timber Beam Page 1 IcYt983-2006 ENERCAI.0 Engineering Snftware traditon fltness_ener, aWc.ecmCa[culatlorm Description 2.5 General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 8x12 Center Span 12.00 ft Lu 0.00 ft Beam Width 7.500 in Left Cantilever ft Lu 0.00 ft Beam Depth 11.500 in Right Cantilever ft Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.1 Fb Base Allow 1,000.0 psi Load Dur. Factor 1.000 Fv Allow 180.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi E 1,700.0 ksi Full Length Uniform Loads Milk - Center DL 468.00 #/ft LL 260.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Span= 12.00ft, Beam Width = 7.500in x Depth = 11.5in, Ends are Pin -Pin Max Stress Ratio 0.951 : 1 Maximum Moment 13.1 k-ft Maximum Shear1.5 Allowable 13.8 k-ft Allowable Max. Positive Moment 13.10 k-ft at 6.000 ft Shear: @ Left Max. Negative Moment 0.00 k-ft at 0.000 ft @ Right Max @ Left Support 0.00 k-ft Camber: @ Left Max @ Right Support 0.00 k-ft @ Center Max. M allow 13.78 Reactions... @ Right fb 951.22 psi fv 64.42 psi Left DL 2.81 k Max Fb 1,000.00 psi Fv 180.00 psi Right DL 2.81 k Max 5.6 k 15.5 k 4.37 k 4.37 k 0.000 in 0.203 in 0.000 in 4.37 k 4.37 k Deflections Center Span... Dead Load Total Load Leff Cantilever... Dead Load Total Load Deflection -0.135 in -0.210 in Deflection 0.000 in 0.000 in ...Location 6.000 ft 6.000 ft ...Length/Deft 0.0 0.0 ...Length/Deft 1,065.7 685.11 Right Cantilever... Camber ( using 1.5' D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.203 in ...Length/Dell 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 33.438 Le 0.000 ft Sxx 165.313 in3 Area 86.250 in2 Cf 1.000 Rb 0.000 Cl 4367.998 Max Moment Sxx Reo'.d Allowable fb @ Center 13.10 k-ft 157.25 in3 1,000.00 psi @ Left Support 0.00 k-ft 0.00 in3 1,000.00 psi @ Right Support 0.00 k-ft 0.00 in3 1,000.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 5.56 k 5.56 k Area Required 30.867 in2 30.867 in2 Fv: Allowable 180.00 psi 180.00 psi Bearing @ Supports Max. Left Reaction 4.37 k Bearing Length Req'd 0.932 in Max. Right Reaction 4.37 k Bearing Length Req'd 0.932 in 44 T9A-2006ENERCALC Engineering SO Description 2.5 Title : Tradition Fitness Building Job # 100145 Dsgnr: CJH Date: 11:29AM, 2 AUG 10 Description Scope: General Timber Beam Page 2 traditon iitmss_enercalC.erw:Calculatium Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 it 0.00 k-ft 4.37 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in 45 Title : Tradition Fitness Building Job # 100145 Dsgnr: CJH Date: 11:29AM, 2 AUG 10 Description Scope ev: 80004 User: KW-0605158. Ver5.8,0, 1-Nov-2006 General Timber Beam Page 1 (c)1983-2006 ENERCALC Engineering Software traditon fitness enercalc ecw:Calculations Description 2.6 General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name MicroLam: 5.25x11.25 Center Span 9.00 ft .....Lu 0.00 It Beam Width 5.250 in Left Cantilever ft .....Lu 0.00 It Beam Depth 11.250 in Right Cantilever ft .....Lu 0.00 ft Member Type Manuf/So.Pine Truss Joist - MacMillan, MicroLam 1.9 E Fb Base Allow 2,600.0 psi Load Dur. Factor 1.000 Fv Allow 285.0 psi Beam End Fixity Pin -Pin Fc Allow 750.0 psi E 1,900.0 ksi Full Length Uniform Loads Center DL 592.00 #/ft LL 240.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Summary Span= 9.00ft, Beam Width = 5.250in x Depth = 11.25in, Ends are Pin -Pin Max Stress Ratio 0.351 : 1 Maximum Moment 8.4 k-ft Maximum Shear 1.5 Allowable 24.0 k-ft Allowable Max. Positive Moment 8.42 k-ft at 4.500 ft Shear: @ Left Max. Negative Moment 0.00 k-ft at 9.000 ft @ Right Max @ Left Support 0.00 k-ft Camber: @ Left Max @ Right Support 0.00 k-ft @ Center Max. M allow 23.99 Reactions... @ Right fb 912.82 psi fv 75.31 psi Left DL 2.66 k Max Fb 2,600.00 psi Fv 285.00 psi Right DL 2.66 k Max Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Deflection -0.074 in -0.104 in Deflection 0.000 in ...Location 4.500 ft 4.500 ft ...Length/Defl 0.0 ...Length/Deft 1,462.7 1,040.75 Right Cantilever... Camber ( using 1.5 * D.L. Defl ) ... Deflection 0.000 in @ Center 0.111 in ...Length/Dell 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 21.924 Le 0.000 ft Sxx 110.742 in3 Area 59.063 in2 Cf 1.000 Rb 0.000 Cl 3743.999 Max Moment Sxx Read Allowable fb @ Center 8.42 k-ft 38.88 in3 2,600.00 psi @ Left Support 0.00 k-ft 0.00 in3 2,600.00 psi @ Right Support 0.00 k-ft 0.00 in3 2,600.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 4.45 k 4.45 k Area Required 15.607 in2 15.607 in2 Fv: Allowable 285.00 psi 285.00 psi Bearing @ Supports Max. Left Reaction 3.74 k Bearing Length Req'd 0.951 in Max. Right Reaction 3.74 k Bearing Length Req'd 0.951 in Beam Design OK 4.4 k 16.8 k 3.74 k 3.74 k 0.000 in 0.111 in 0.000 in 3.74 k 3.74 k 0.000 in 0.0 0.000 in 0.0 46 Title : Tradition Fitness Building Dsgnr: CJH Description Job # 100145 Date: 11:29AM, 2 AUG 10 Scope : User: Kw-060S759, VerS-8.0, S•NQY-200G General Timber Beam [c]f983.2006 ENeOLC Engineering Sottware Description 2.6 Page 2 traditon fitness_ enercalc.ecw:caivulations Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 it 0.00 k-ft 3.74 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in 47 Title : Tradition Fitness Building Dsgnr: CJH Description Job # 100145 Date: 11:29AM, 2 AUG 10 Scope : &t: R%-0Cr05158, Ver5.9.0, 1-Nav-2005 General Timber Beam Page 1 (c]1993.2DD6 ENERC4[.0 Engineering "Itware traditon tltness_enercglc.eCw:Calcuialiona Description 2.7 General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name MicroLam: 5.25x11.25 Center Span 10.00 ft .....Lu 0.00 ft Beam Width 5.250 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.250 in Right Cantilever ft .....Lu 0.00 ft Member Type Manuf/So.Pine Truss Joist - MacMillan, MicroLam 1.9 E Fb Base Allow 2,600.0 psi Load Dur. Factor 1.000 Fv Allow 285.0 psi Beam End Fixity Pin -Pin Fc Allow 750.0 psi E 1,900.0 ksi Full Length Uniform Loads Center DL 430.00 #/ft LL 150.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft %ow,,,,..w.y I Beam Design OK Span= 10.00ft, Beam Width = 5.250in x Depth = 11.25in, Ends are Pin -Pin Max Stress Ratio 0.302 : 1 Maximum Moment 7.2 k-ft Maximum Shear * 1.5 3.5 k Allowable 24.0 k-ft Allowable 16.8 k Max. Positive Moment 7.25 k-ft at 5.000 ft Shear: @ Left 2.90 k Max. Negative Moment 0.00 k-ft at 10.000 ft @ Right 2.90 k Max @ Left Support 0.00 k-ft Camber: @ Left 0.000in Max @ Right Support 0.00 k-ft @ Center 0.123in Max. M allow 23.99 Reactions... @ Right 0.000 in fb 785.61 psi fv 60.10 psi Left DL 2.15 k Max 2.90 k Fb 2,600.00 psi Fv 285.00 psi Right DL 2.15 k Max 2.90 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.082 in -0.110 in Deflection 0.000 in 0.000 in ...Location 5.000 ft 5.000 ft ...Length/Deft 0.0 0.0 ...Length/Deft 1,468.0 1,088.36 Right Cantilever... Camber ( using 1.5 * D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.123 in ...Length/Deft 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 21.924 Le, 0.000 ft Sxx 110.742 in3 Area 59.063 in2 Cf 1.000 Rb 0.000 Cl 2899.999 Max Moment Sxx Reo'd Allowable fb @ Center 7.25 k-ft 33.46 in3 2,600.00 psi @ Left Support 0.00 k-ft 0.00 in3 2,600.00 psi @ Right Support 0.00 k-ft 0.00 in3 2,600.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 3.55 k 3.55 k Area Required 12.455 in2 12.455 in2 Fv: Allowable 285.00 psi 285.00 psi Bearing @ Supports Max. Left Reaction 2.90 k Bearing Length Req'd 0.737 in Max. Right Reaction 2.90 k Bearing Length Req'd 0.737 in 48 user iiw=Q505159, Ver 5.e.0, 1•Nm (c)1953--2606 ENE RCALC Enginee,i Description 2.7 LOuery Values Title : Tradition Fitness Building Job # 100145 Dsgnr: CJH Date: 11:29AM, 2 AUG 10 Description Scope : General Timber Beam traditon Page 2 ;Calcula[fon M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k-ft 2.90 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in 49 Title : Tradition Fitness Building Job # 100145 Dsgnr: CJH Date: 11:29AM, 2 AUG 10 Description : nev: 511uuun User: KW-0605158, Ver 5.6.0. 1 (c)1983-2003 ENMALC Lngli Description 2.8 Scope: General Timber Beam Page 1 traditon fitness-errercalr;.ecw:Calculatlona General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name MicroLam: 5.25x11.25 Center Span 6.00 ft .....Lu 0.00 ft Beam Width 5.250 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.250 in Right Cantilever ft .....Lu 0.00 ft Member Type Manuf/So.Pine Truss Joist - MacMillan, MicroLam 1.9 E Fb Base Allow 2,600.0 psi Load Dur. Factor 1.000 Fv Allow 285.0 psi Beam End Fixity Pin -Pin Fc Allow 750.0 psi E 1,900.0 ksi Full Length Uniform Loads a Center DL 504.00 #/ft LL 280.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Point Loads Dead Load 2.200-0 lb Ibs Ibs IT bps Ibs Ibs lbs Live Load 700.0 Ibs Ibs Ibs Ibs Ibs Ibs Ibs ...distance 4.500 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Summary Beam Design OK Span= 6.00ft, Beam Width = 5.250in x Depth = 11.25in, Ends are Pin -Pin Max Stress Ratio 0.338 : 1 Maximum Moment 6.0 k-ft Maximum Shear 1.5 5.7 k Allowable 24.0 k-ft Allowable 16.8 k Max. Positive Moment 6.04 k-ft at 3.936 ft Shear: @ Left 3.08 k Max. Negative Moment 0.00 k-ft at 0.000 ft @ Right 4.53 k Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k-ft @ Center 0.034in Max. M allow 23.99 Reactions... @ Right 0.000 in fb 654.29 psi fv 96.33 psi Left DL 2.06 k Max 3.08 k Fb 2,600.00 psi Fv 285.00 psi Right DL 3.16 k Max 4.53 k Deflections 1 Center Span... Dead Load Deflection -0.022 in ...Location 3.168 ft ...Length/Deft 3,210.8 Camber ( using 1.5 ` D.L. Defl ) ... @ Center 0.034 in @ Left 0.000 in @ Right 0.000 in Total Load Left Cantilever... Dead Load Total Laad -0.032 in Deflection 0.000 in 0.000 in 3.144 ft ...Length/Deft 0.0 0.0 2,215.48 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 50 Rev: 580004 User: KW•0505158, Vur 5.8.0, 1-Nov-2006 (01983-2005 ENERCALC Englnuaring Software Description 2.8 Title : Tradition Fitness Building Job # 100145 Dsgnr: CJH Date: 11:29AM, 2 AUG 10 Description Scope : General Timber Beam Stress Calcs Bending Analysis Ck 21.924 Le 0.000 ft Cf 1.000 Rb 0.000 Max Moment @ Center 6.04 k-ft @ Left Support 0.00 k-ft @ Right Support 0.00 k-ft Shear Analysis @ Left Support Design Shear 3.51 k Area Required 12.333 in2 Fv: Allowable 285.00 psi Bearing @ Supports Max. Left Reaction 3.08 k Max. Right Reaction 4.53 k Query Values M, V, & D @ Specified Locations @ Center Span Location = 0.00 ft @ Right Cant. Location = 0.00 ft @ Left Cant. Location = 0.00 ft Page 2 traditonSitriess enercak:.etw:Calculatlons Sxx 110.742 in3 Area 59.063 in2 Cl 3076.999 Sxx Read Allowable fb 27.87 in3 2,600.00 psi 0.00 in3 2,600.00 psi 0.00 in3 2,600.00 psi @ Right Support 5.69 k 19.964 in2 285.00 psi Bearing Length Req'd 0.781 in Bearing Length Req'd 1.150 in Moment Shear Deflection 0.00 k-ft 3.08 k 0.0000 in 0.00 k-ft 0.00 k 0.0000 in 0.00 k-ft 0.00 k 0.0000 in 51 p etfler Job Nameeb�-r�o ,�Es�t ,- s c Job No. 0�`�S _ Sheet No.- By- Date � � lC) �P f= N., —_ 1Oys�g` CI- Olt ^ �C- Z-G C, = o. L( e, �e paul • koehler . leffler consulting structural engineers, LLC 390 interlocken crescent, suite 190, broomfield, co 80021 52 *� p/0001 Ieff7er -7 �22PS � `7'il Job Name�ea��La� Job No. CD- Sheet No. BY - C� 0. 8P G f. o ((N�) paul • koehler • IefFler consulting structural engineers, LLC 390 interlocken crescent, suite 190, broomfield, co 80021 53 peff e 1� CnP�1C � F'T 76 (�,, G�a> L�Ir,y- = �C.L4 �T •L c.� F c-r�.-a Job Name ,-,-�- Job No. ICI Lk 7• Sheet No. BYE Date- l ` C-7`fi _ -722-) pZT �{�we va�4� S� Srt�p l�Er-�c-rt� t_.�'e.r, G � 5�•�Tl� I F'T�4 �rrI_/z_ 1-7 2__� �. kG o , C P F ®v- P � �, �05 ���� � r. (� � (a t4Cr paul • koehler • leffler consulting structural engineers, LLC 390 interlocken crescent, suite 190, broomfield, co 80021 54 ft% P eff er C- Job Name[n►�-• �,�r-C, �cs Job No. Sheet No. BY Date k C) Z/ OO G--NsoE F-0CYnrrSCr 0K FOQ_ V— OF U p paul • koehler • IefFler consulting structural engineers, LLC 390 interlocken crescent, suite 190, broomfield, co 80021 55 p eff er C/19z�-)Nr-r) z.z� Job Name—. ame Job No. QC�)M5 Sheet No. By C— S1-� Date 'C_'C3�-►r�c-= �j!$� `d�`�T Q�F� l,.�G�.-F.fl.��,L> F'.�(z- f�-L..� �Jl����!>.t-� 8ll�.F�.'C�>�NINCY paul • koehler • Ieftler consulting structural engineers, LLC 390 interlocken crescent, suite 190, broomfield, co 80021 56 Job Name 1 -c•�� ��sS Job No. Sheet No. By C__T4 Date __ r��C_Ov­w Z��C'kc' L 8�3Co 1.95 paul • koehler • leffler consulting structural engineers, LLC 390 interlocken crescent, suite 190, broomfield, co 80021 57 Loads: LC 1, Tolal I%ladored Load Resulls for LC 1, ICI Unfaclored Load The LOfler Group REVISED - SEE SHEET 58.1 CJ 145 Tradition Fitness - Timber Truss Aug 3, 2010 at 3:00 P untitled.r3d .Display Sections for Member Calcs 20 Max Internal Sections for Member Calcs 39 Include Shear Deformation Yes Include Warping No Area Load Mesh in" 2 144 Merge Tolerance(in)12 P-Delta Analysis Tolerance 0.50% Vertical Axis y Hot Rolled Steel Code AISC •ASD 13th Cold Formed Steel Code AISI 1: ASD Wood Code N 2005: ASD Wood Tem erature <A 0OF Concrete Code Cl 2005 Masomy Code M C 5 Number of Shear Re ions 4 Region Spacing Increment in Biaxial Column Method E ct a anon Parme Beta Factor PCA ,55 Concrete Stress Block Rectan ular Use Cracked Sections / Yes Bad ra ing Warnings No Unused Force Warnings Yes r� Y fl Tem n h - 0 0 0 0 et ac From ❑iu ._ _ 22 0 0 0 11 8 0 0 11E 0 0 0 J j D Version 8.1.0 [C:\RISA\untitled.r3d] Page 59 Company The Leffler Group Designer CJH Jots Number 100145 1 1 2 1 3 1 4 1 Joint D LC 1 1 2 1 3 1 4 1 1 otal Unfact... IYesl Combination Desi DescriP jign ASiF otaI Unfactor... -.014 0 -.007 - nn7 Joint Label L 1 N3 Joint Loads and Enforced Dis lacE �I ofnt Label N3 Wood Material Properties Label eci 1 DFfSPIne Com Species roup 2 HFIS ruce Fir Com Speci Group II ... 3 DF Dou I s Fir -Larch 4 SP Sq6thern Pine 5 HF Hem -Fir 6 SPF ruse -Pine -fir 7 24F-1.8E DF Bala... 4F-1.8E DF BAL 8 24F-1.8E DF Unba. 24F-1.8E DF UN19AL 0 24F-1.8E SP Bala .. 24F-1 ,8E SP BAL 10 24F-1.8E SP U a.. 24F-1.8E SP UNBAL 11 LVL-PRL Co er... LVL PRL_1.5E_225OF 12 LVL-PRL C mer.., LVL PRL_2.OF 290OF Aug 3, 201D Tradition Fitness -Timber Truss 3:01 PMCheck d By:_ V tl.l ro n.v =- 4.36 guru 1?lrlf �l'IIIY laa1� �� �� 1 M1 I Nl-= N2 M2 L N2 I N3 ISA-3D Version 8.1.0 [CARISA\untitled.r3d] 1 n Yes I Y, :LL 7 : [dead Load D ❑irection Ma nitu e k k- in rad k"s"21f . L � Y -5 616 3LC 2.: _ive Load D ❑irection Ma nitu e k k-ft in rad k`s^2! .. L Y -3.12 1 1 1 1 1 1 1 1 1 1 1 1 ge 2 60 t ompany The Leffler Group Aug 3, 2010 signer CJH 3:01 PM Jo Number 100145 Tradition Fitness - Timber Truss Checked y�- t Member -Primary Data Continued NEEtM4 el I Joint J Joint K Joint R to de Sect ha e Type Des' n List Mat i I Design N3 N1 8X12 Beam Rectan ular F T i N3 N4 8X8 Beam Rectanaular DF Tvr,i 2 M2 3 M3 Y 0_ 0 1 1 • � ���� m_ m 11• 1 . ��'�� m=- • 11: 1 � 1 RI§Z3 Version 1 -. ..: mpany The Leffler Group Aug 3, 2010 DeRigner CJH 3:01 PM Job umber 100145 Tradition Fitness - Timber Truss Checked B NN Member ection Deflehof--k- I'k-,ctions Continued.. ri-i 1 f, 44 4 .018 -.015 0 0 NC NC 45 5 .018 -.014 0 0 NQZ NC 46 6 .017 -.013 0 0 NC 47 7 .017 -.013 0 0 C NC 48 8 .017 -.012 0 0 NC NC 49 9 .016 -.011 0 0 / NC NC 50 10 .016 -.009 0 0 NC NC 51 11 .015 -.008 0 0 NC NC 52 12 .015 -.006 0 1 0 / NC NC 53 NN 13 .014 -.005 0 1 0 / NC NC 54 14 .014 -.003 0 d NC NC 55 15 .013 -.002 0 /0 NC NC 56 6 .013 0 0 / 0 NC NC 57 1 .012 _002 0 / 0 NC NC 58 18 .012 .004 0 0 NC NC 59 19 INN, .012 .006 F-7 0 NC NC 60 20 .011 .008 0 0 NC NC 61 1 M4 1 \024 .007 0 0 NC NC 62 2 4 .007 0 NC NC 63 3 .02 .007 0 0 NC NC 64 4 .024 .007 0 0 NC NC 65 5 .024 .007 0 0 NC NC 66 6 1 .024 .007 0 0 NC NC 67 7 1 .024 .007 0 0 NC NC 68 8 1 .024 .007 0 0 NC NC 69 9 .024 07K 0 0 NC NC 70-1 10 .024 .0 0 0 NC NC 71 11 .024 0 0 0 NC NC 72 12 .024 .007 0 0 NC NC 73 13 .024 / .007 0 0 NC NC 74 14 1 .024 .007 0 0 NC NC 75 15 .024 .007 0 0 NC NC 76 16 .024 .007 0 0 NC NC 77 17 .02 .007 \0 0 NC NC 18 .0 4 .007 CK 0 NC NC r78 79 19 7 _ 0 0 NC NC 80 20 024 .00'7 0 NC INC REVISED - SEE SHEET 62.1 Member Secti LC Mem Pr I AhL-1 li �+.�^'i�. Gr�iJ �s�r�t rn �n A'�7Llilflylllli� o� �o��o ■�� MOM E:�■���o� � � o00 m� m��aoai MM D Version 8.1.0 [CARISMuntitled.r3d] 62 QRmpany The Leffler Group De igner CJH Job umber 100145 .. . \- _ -. Tradition Fitness - Timber Truss 17 \ 17 -5.927 -.037 18 18 -5.927 -.037 19 \ 19 -5.927 -.037 20 \ 20 -5.927 -.037 21 1 M2 1 7.341 .017 22 2 7.341 .017 23 \ 3 7.341 .017 24 4 7.341 .017 25 5 7.341 .017 26 6 7.341 .017 27 7.341 .017 28 8 7.341 .017 29 9 7.341 .017 30 10 7.341 .017 31 11 .341 .017 32 12 7. 41 .017 33 13 7.3 1 .017 34 14 7.34 .017 35 15 7.341 .017 36 16 7.341 .017 37 17 7.341 .017 38 18 7.341 017 39 19 7.341 17 40 20 7.341 .0 41 1 M3 1 7.341 -.01 42 2 7.341 -.017 43 3 7.341 -.017 44 4 7.341 -.017 45 5 7.341 46 6 7.341 40177 47 7 7.341 48 8 7.341 -.017 49 9 7.341 / -.017 50 41 51 41 -.017 52 53 -.017 54 55 07.3 -. 17 56 1 57 1 -.017 58 1 -.017 59 1 -.017 60 20 1 7.341 61 1 M4 1 .073 0 62 2 .073 0 63 3 .073 0 64 4 .073 0 65 5 .073 0 66 6 .073 0 67 7 .073 0 68 8 .073 0 69 9 .073 0 70 10 .073 0 71 11 .073 0 72 12 .073 0 73 13 .073 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 n 0 0 0 0 0 n 0 0 0 0 0 0 n 0 0 0 0 0 0 0 0 0 n 0 0 n 0 0 0 0 0 0 n W, 0 0 0 d 0 0 ,7 Aug 3, 2010 3:01 PM Checked F y:_ V J.J -.01 121 .029 -.Vu%j -.108 -.12 -.132 -.144 -.156 -.168 -.18 -.192 -.204 -.216 -.228 -.24 -.252 -.264 -.276 -.288 -.3 -.3 -.288 -.276 -.264 -.252 -.24 -.228 -.216 -.204 -.192 -.18 -.168 -.156 ='.144 -.132 -.12 -.108 -.096 -.084 -.072 0 RI R-30 Version 8.1.0 [C:\RISA\untitled.r3d] Page I/ 63 mpany De igner J`ob ummt Member i r• The Lefler Group CJH 100145 Tradition Fitness - Timber Truss =orces (By Combination Continued Aug 3, 2010 3:01 PM Checked By: lea_—_—ar m� m�rr�a��or m� m�r�oaoor m� m��a000 _Member Section Stresses (By Combination) r I f: AAomVlor I vF.ol 'Lr ❑v eW_P CF,,, r[L...i1 Ch... n,. n , A.-.., o...,_4t., ..# m--- v_ o� o �: ois f • � • ao o�rr o � : a�►� � A oa m� m � : �7rs � • � • aa� mo ■� � : r�d� � � � � oar M�OR;WO m� o�����■r� Boa m� m � : apt � : �►a m�s�m � : arrs�■a���o m�� ©�■sa��o7a A . WA RIS -3D Version 8.1.0 [C:\RISA\untitled.r3d] Pag 64 Company The Leffler Group esigner CJH Jo Number 100145 M4 77 1 1 + 1 3,2czM TraditionAug Timber -. PISA-3D Version 8.1.0 [C:\RISA\untitled.r3d] n n u V 0 0 0 0 0 0 f 0 0 0 0 0 �t 9 Mtni— Ci,onI- , 0.. IAI--_ In NC - -_ NC - NC• fl NC NC NC NC NC NC C NC NC NC NC N NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC C NC NC N NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC C NC 'a� 65 Company The Leffler Group esigner CJH J Number ' 100145 Tradition Fitness - Timber Truss Aug 3, 2010 3:01 PM Checked,3v: 20 \ 21 1 \ M2 22 \ --- 20 1 2 _' __ .. ._ 0 0 0 �..�.... ..... 0 0 0 .r..a ....u...G NC NC NC •jai �mQi ___<-uVt NC NC NC Yv6! P... N AC L' l u VYGi o___ NC NC NC 23 24 \ 25 \ 3 4 5 0 0 0 0 0 0 NC NC NC NC NC NC NC NC NC NC NC NC 26 6 0 0 NC NC NC NC 27 7 0 0 NC NC NC NC 28 8 0 0 NC NC NC NC 29 \ 9 0 0 NC Nt NC NC 30 10 0 0 NC AC NC NC 31 11 0 0 NC 7 NC NC NC 32 12 0 0 NC NC NC NC 33 N3 1 0 0 NC NC NC NC 34 A 1 0 0 NC NC NC NC 35 15 0 0 NC NC NC NC 36 16 N 0 0 NC/ NC NC NC 37 17 0 0 NC NC NC NC 38 18 0 0 Ac INC NC NC 39 19 0 NC NC NC NC 40 20 0 0 / NC NC NC NC 41 1 M3 1 0 0 NC NC NC NC 42 2 0 V 0 NC NC NC NC 43 3 0 0 NC NC NC NC 44 4 0 0 INC NC NC NC 45 5 0 NC NC NC NC 46 6 0 0 NC NC NC NC 47 7 0 N.0 NC NC NC 4$ 8 0 0 NC NC NC NC 49 9 0 0 NC NC NC NC 50 10 0 0 INC NC I INC NC 51 11 0 0 NC NC NC NC 52 12 p 0 NC NC NC NC 53 13 0 NC NC NC NC 54 14 0 0 INC NC NC NC 55 15 ft NC NC NC 56 16 0 N NC NC NC 57 17 '' v , -.-,P 0 R H F :T FFNC NC NC NC 58 18/ 0 0 1 NV NC NC NC 59 •�-0�� C NC NC NC 60 20 0 0 NC NC NC NC 61 1 M4 1 0 0 NC NC NC NC 62 2 1 0 0 NC C NC NC 63 64 / 3 4 0 0 0 0 NC NC N NC NC NC NC INC 65 5 1 0 0 NC NC \ NC NC 66 6 0 0 INC NC NC NC 67 7 0 0 NC NC NC NC 68 8 0 0 NC NC NC NC 69 9 0 0 NC NC NC NC 70 10 0 0 i NC NC kc NC 71 11 0 0 NC NC N NC 72 12 0 0 1 NC NC NC NC 73 13 0 0 NC NC NC NC 74 14 0 0 NC NC NC NC 75 15 0 0 NC NC NC NC 76 16 0 0 NC NC NC NC Version 8.1.0 [C:\RISA\untitled.r3d] 66 0 CN any TheLeffler GroupAug 3, 2010 Dner CJHJombar 3:01 PM 100145 Tradition Fitness - Timber Truss Checked B y;. Member Torsion Stresses Continued LC Member Label Sec Tor ue -ft She r issi W 77 Shear...z a S ear...z-Bot Waco B... -71111 wom Pt :1 IN 1 I WOOD1A 2 ;i n List Mntpript De i n Rul s A [ih2l IvArill Izz [in4] J [irl tan ular DF/SPine Tvoical 8 95, �A7 5n1 lecks\(Bv Combinati, Max LOC r Shear ...Loc ft ❑i 130 11 .005 11 127 0 . 02 0 127 0 001 0 .0 2 0 n0 n -r Ksi rnl' Ksi rot' K v' ksi R13 CL CP Eon .825 1.2 1. 17 .675 1.35 145 .17 .675 1.35 .35 .17 .825 1 1.2 1.2 .17 REVISED - SEE SHEET 67.1 1 .35 3.9�-1 ff 1 .722 3.6.3 1 .722 3.6.3 1 .917 3.6.3 RISA-` ©Version 8.1.0 [C:\RIBA\untitled.r3d] Page 67 Connection Calculator Page 1 of 2 www.awc.or Connection Calculator Design Method Allowable Stress Design (ASD) ■ Connection Type Lateral loading ■ Fastener Type Bolt . Loading Scenario Double Shear - Steel Main Member ■ Main Member Type Main Member Thickness Steel ■ 1/4 in. ■ Main Member: Angle., of Load to Grain Side Member Type Side Member Thickness li Douglas Fir -Larch ■ 1.75 in. ■ Side Member: Angle of Load to Grain o — Fastener Diameter 7/is in. . Load Duration Factor c_D = 1.0 ■ Wet Service Factar c_M = 1.0 ■ Temperature Factar c_t = 1.0 Al Connection Yield Modes Im �� 4758 lbs. Is 4288 lbs. IIIS 43111bs. IV 6012 lbs. Adjusted ASD 4288 lbs. P r1l Capacity Bolt bending yield strength of 45,000 psi is assumed. The Adjusted ASD Capacity is only applicable for bolts with adequate end distance, edge distance and spacing per NDS chapter 11. ASTM A36 Steel is assumed for 1/4 in. and thicker steel main members , and ASTM A653 Grade 33 Steel is assumed for steel main members less than 1/4 in. thick. httn•//-,xnanxr nwrr. nra/nalnnlatnrc/r.nnnPntinnc/ncctvlP. acn9ciPsi(yn methoci=AST)Xccnnnection... 8g4/2010 Connection Calculator Page 2 of 2 While every effort has been made to insure the accuracy of the information presented, and special effort has been made to assure that the information reflects the state-of-the-art, neither the American Forest & Paper Association nor its members assume any responsibility for any particular design prepared from this on-line Connection Calculator. Those using this on-line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson, Michael Dodson and David Pollock at Washington State University. Support for development of the Connection Calculator was provided by AF&PA's American Wood Council. httn-//www.awc_nrv/calculatnr-,/cnnnectinns/ccgtvle.agn?design method=ASD&connection... 804/2010 Connection Calculator Page 1 of 2 www.a« c.or Connection Calculator Design Method Allowable Stress Design (ASD) ■ Connection Type Lateral loading ■ Fastener Type Bolt ■ Loading Scenario]Double Shear - Steel Main Member . Main Member Type steel . Main Member 1/4 in. ■ Thickness I Main Member: Angle of Load to Grain Side Member Type Side Member Thickness Douglas Fir -Larch . 1.75 in. ■ Side Member: Angle of Load to Grain 9g Fastener Diameter 7/8 in. ■ Load Duration Factor C_D = i.0 ■ Wet Service Factor c_M = 1.0 ■ Temperature Factor FC-t = 1.0 ■ Connection Yield Modes Im 3806 lbs. Is 1470 lbs. IIIs 22871bs. IV 3204 I bs. Adjusted ASD 1470 Ibs. Capacity Bolt bending yield strength of 45,000 psi is assumed. The Adjusted ASD Capacity is only applicable for bolts with adequate end distance, edge distance and spacing per NDS chapter 11. ASTM A36 Steel is assumed for 1/4 in. and thicker steel main members , and ASTM A653 Grade 33 Steel is assumed for steel main members less than 1/4 in. thick. httn•//wwvv awr, a.qn?de..gi n metlhnd=AST)&connection... 874/2010 Connection Calculator Page 2 of 2 While every effort has been made to insure the accuracy of the information presented, and special effort has been made to assure that the information reflects the state-of-the-art, neither the American Forest & Paper Association nor its members assume any responsibility for any particular design prepared from this on-line Connection Calculator. Those using this on-line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson, Michael Dodson and David Pollock at Washington State University. Support for development of the Connection Calculator was provided by AF&PA`s American Wood Council. httn•//www awc nra/calcnlatnrq/cnnnection./ccstvle.asn?design method=ASD&connection... 874/2010 www.hilti.us Company: Specifier: Address: Phone I Fax: €-Mail: Specifier's comments: 1. Input data Anchor type and diameter: Effective embedment depth: Material: Proof: Stand-off installation: Profile Base material: Reinforcement: Geometry [in.] Loading [lb, in. -lb] The Leffler Group C. Hessek 6870 W. 52nd Avenue Suite 120 720-890-4095 1- chessek@theleffiergroup.com � Y Hex Head ASTM F 1554 GR. 36, 5/8 he, = 7.000 in. ASTM F 1554 Page: Project: Sub -Project I Pos. No Date: design method ACI 318 / CIP - (Recommended plate thickness: not calculated) no profile cracked concrete , 2500, f� = 2500 psi; h = 18.000 in. condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar h „==7.000 -r PROFIS Anchor 2.0.9 1 Tradition Fitness Bldg 100145 8/5/2010 x h = 18.000 f Governing loads Governing loads (Load case 1) N = 3075 VY = 0 N 3075 M� 0.000 My= 0.000 V, 0 z VY 0 M� 0.000 Ly MY 0.000 � M� 0.000 x Eccentricity (structural section) [in.] e, = 0.000; e, = 0.000 Seismic loads (cracked concrete assumed; categories C, D, E, or F): yes V, = 0 Mx = 0.000 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilt! is a registered Trademark of Hilti AG, Schaan 72 v✓ww. h i lti. us Company: The Leffler Group Specifier: C. Hessek Address: 6870 W. 52nd Avenue Suite 120 Phone I Fax: 720-890-4095 1 - e-Mail: chessek@thelefflergroup.com 2. Load case/Resulting anchor forces Load case (governing): Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 3075 0 0 0 max. concrete compressive strain [%°]: 0.00 max. concrete compressive stress [psi]: 0 resulting tension force in (x/y) =(0.00010.000) [lb]: 3075 resulting compression force in (x/y)=(0/0) [lb]: 0 PROMS Anchor 2.0.9 Page: 2 Project: Tradition Fitness Bldg Sub -Project I Pos. No.: 100145 Date: 8/5/2010 3. Tension load Proof Load N_ [lb] Capacity �N. [lb) Utilization RN [%] = NJN� Status Steel Strength' Pullout Strength" 3075 3075 7373 4767 42 65 OK OK Concrete Breakout Strength— Concrete Side -Face Blowout, 3075 N/A 3619 N/A 85 N/A OK N/A direction" most unfavorable anchor "anchor group (anchors in tension) Steel Strength N_ [Ibl �N. [lb] N_ [lb] 13108 0.750 0.750 7373 3075 Pullout Strength NP [lb] �N, [lb] NPR [lb] 9080 1.000 0.700 0.750 4767 3075 Concrete Breakout Strength AN, [ins] A,,. [in] c [in.] c� 168.00 441.00 4.000 - 1.000 7.000 e.1, tin.] 0.000 1.000 e..N [in.] 0.000 W--2.N 1.000 Wa.N 0.814 Wc.N 1.000 ka 24.000 N, [lb] ONE [lb] Nu. [lb] 22224 0.700 0.750 3619 3075 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilt! AG, FL-9494 Schaan Hilti is a registered Trademark of Hilt! AG, Schaan 73 www.hilti.us Company: The Leffler Group PROMS Anchor 2.0.9 Specifier: C. Hessek Page: Project: 1 3 Address: Avenue Suite 120 Phone I Fax: 620- Sub -Project I Pos. No.: Tradition Fitness Bldg 100145 720-890-4095 � - 90 4095 E-Mail: chessek@thelefflergroup.com Date: 8/5/2010 4. Shear load Proof Load V. [lb] Capacity �V• [lb] Utilization p� [%] = V•AV• Status Steel Strength* N/A N/A N/A Steel failure (with lever arm)* N/A N/A N/A Pryout Strength** N/A N/A N/A N/A Concrete edge failure in direction** N/A N/A N/A NIA * most unfavorable anchor **anchor group (relevant anchors) N/A N/A 5. Warnings • Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. • IBC 2006, Section 1908.1,16, requires that the governing design strength of an anchor or group of anchors be limited by ductile steel failure, if this is NOT the case, ACI 318-D Section D.3.3.5 requires that the attachment that the anchor is connecting to the structure shalt be designed so that the attachment wi11 undergo ductile yield Ing at a load level corresponding to anchor forces no greater than the design strength of anchors specified In ACI 318-D sectlon 0.3.3.3, or the minimum design strength of the anchors shall be at least 2.5 times the factored forces transmitted by the attachment. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with AC1318 or the relevant standard! • The anchor plate is assumed to be sufficiently stiff in order to be not deformed when subjected to the actions! Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor( c) 2003-2009 Hilt! AG, FL-9494 Schaan Hilti is a registered Trademark of Hilt! AG, Schaan 74 Company: The Leffler Group Specifier: C. Hessek Address: 6870 W. 52nd Avenue Suite 120 Phone I Fax: 720-890-4095 1 - E-Mail: chessek@thelefFlergroup.com 6. Installation data Anchor plate, steel: - Profile: no profile Hole diameter in the fixture: d, = 0.688 in. Plate thickness (input): 0.000 in. Recommended plate thickness: not calculated Coordinates Anchor [in.] Anchor x y c_, c 1 0.000 0.000 4.000 4.000 c.y c,V Page: Project: Sub -Project I Pos. No.: Date: PROFIS Anchor 2.0.9 4 Tradition Fitness Bldg 100145 8/5/2010 Anchor type and diameter: Hex Head ASTM F 1554 GR. 36, 5/8 Installation torque: 0.000 in. -lb Hole diameter in the base material: - Hole depth in the base material: - Minimum thickness of the base material: 8.922 in. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilt! is a registered Trademark of Hilt! AG, Schaan 75 p efferj C CS �r-rr A4_.. SN�ILCz L���po�b l3 -lam Z l -S-7c� Job Name A b ��•0- " . - Job No, KOOI45 Sheet No. By-(� Date Q—'-{ lO �P-X - sxwzf- �tr�l1-1J.M L.�s'-3 paul • koehler • leffler consulting structural engineers, LLC 390 interlocken crescent, suite 190, broomfield, co 80021 4 Company The Leffler Group Oct 6, 2010 Designer CJH 1:03 PM Job Number 100145 Tradition Fitness - Timber Truss Checked By: Basic Load Cases Joint BoundarV Conditions Wood Design Parameters Label Shaae Lenothr#tl le7rffl lag rftl lA-hanrt In la.hPnd hn Kvv K77 (,.v (r u cWe %r 7 aWA w Global Display Sections for Member Calcs 20 Max Internal Sections for Member Calcs 39 Include Shear Deformation Yes Include Warping No Area Load Mesh(in A2 144 Mer a Tolerance in .12 P-Delta Analysis Tolerance 10.50% Vertical Axis I Y Hot Rolled Steel Code AISC 360-05: ASD Direct Analysis Meth Cold Formed Steel Code AISI NAS-01: ASD Wood Code AF&PA NDS-05: ASD Wood Temperature < 10OF Concrete Code ACI 318-05 Masonry Code I ACI 530-05: ASD Aluminum Code I AA ADM 1-05: ASD Number of Shear Regions 4 'Region Spacinq Increment in 4 Biaxial Column Method Exact Integration Parme Beta Factor (PCA) .65 Concrete Stress Block Rectan ular Use Cracked Sections Yes Bad Framing Warnings No Unused Force Warnings Yes EN RISA-31D Version 9.0.0 [O:\... \... \Calculations\Timber Truss (RISA)\Timber Truss.r3d] Page 1 59 . � Company The Leffler Group Oct 6, 2010 Designer CJH 1:03 PM Job Number 100145 Tradition Fitness - Timber Truss Checked By: Global Continued Seismic Code ASCE 7-05 Seismic Base Elevation -ft Not Entered Ct X .035 Ct Z .Q35 T X sec Not Entered T Z sec Not Entered R X 8.5 R Z 8.5 Ct Exp. X .75 Ct Exp. Z .75 Ca .36 Cv .54 Nv 1 SD1 1 SDS 1 S1 1 TL sec Not Entered Occupancy Code 4 Seismic Zone 3 OccupancV Cat I or 11 Use Gravity Self Wt in Diaphragm Mass Yes Use Deck Self Wt in Dia hra m Mass Yes Use Lateral Self Wt in Dia hra m Mass Yes Seismic Detailing Code None iDm X 1 Dm Z 1 I�,ho X 1 Rho Z 1 Joint Coordinates and Temperatures Lahinl Y. Fftl V T141 rH 1 N1 0 0 0 i ciii r 0 uci r n Ula 2 N2 25 0 0 0 3 N3 12.5 6 0 0 4 N4 12.5 1.5 0 0 5 N5 3.125 1.5 0 0 6 N6 21.875 1 1.5 1 0 0 Joint Reactions (By Combination Joint Deflections LC I 0 - - - . .1 �.rf: •l�li:i•� ©� 1• 1 1 1 1 - ©0 1• 1 1 1 1 �� 1• 1 1 1 1 RISA-3D Version 9.0.0 [O:\... \... \Calculations\Timber Truss (RISA)\Timber Truss.r3d] Page 2 r!�.I Company The Leffler Group Oct 6, 2010 Designer : CJH 1:03 PM Job Number 100145 Tradition Fitness - Timber Truss Checked By: Load Combinations De r' tlon ScivaPD, . SR... BLC F r BLCFactor SLG Factor 8LC Factor BLC Factor BLC Factor 8LC Factor BL Factor 1 Total Unfact... Yes 1 1 2 1 Load Combination Desi n Description CD ABIF ice Hot Ro[led OddForm... W12gd Concrete Mason Fogfincls Numin m 1 Total Unfacto.. es Yes I Yes Yes I Yes I Yes Yes Joint Loads and Enforced Displacements BLC 1 : Dead Load Join! I_-3b l L D M DIreation M nitude k k-ftrad... L Y -5.616 Joint Loads and Enforced Displacements BLC 2 : Live Load J -r.i -al i ll _ L 0 M Direcl on a nitud k k- i rad... 1 I. N3 L Y Member Primanr Data Label I Jnint .1 .lnint K .Inint RntnWrtan5 CZapfi^n Ml .no Time r)a ; _ I ;.I il.,..:..., M..I-- 1 M1 I N2 I N3 I 8X12 I Beam Rectan ular DF Tyipical 2 M2 N3 N1 8X12 Beam Rectan ular DF Typical 3 M3 N3 N4 8X8 Beam Rectangular DF Typical 4 M4 N5 N6 8X10 Beam None DF Default Member Advanced Data Label 1 Releas,a J Ra1f?S457P- I Offgntrinl .1 nffcaft{nl Tlr rinkr Oh.rciral TMA le-ft.,. 1 M1 - - ---- -- - - �. Yes 2 M2 Yes 3_ M3 Yes 4 M4 _ Yes Member Section Forces (By Combination LC Member Lab I Sec Axia[W v ShearrkI z ShearIkITor ue k-ft v-v Momendz z omen ft 1 1 M1 1 1.89 3.938 1 0 1 0 0 0 2 2 1.89 3.938 0 1 0 0 -2.874 3 3 1.89 3.938 0 0 0 -5.747 4 4 1.89 3.938 0 0 0 -8.621 5 5 1.89 3.938 0 0 0 -11.495 6 6 14,01.4 -1.09 0 0 0 -8.32 7 7 14.014 -1.09 0 0 0 -7.525 8 8 14.014 -1.09 0 0 0 1 -6.73 9 9 14.014 -1.09 0 0 0 -5.935 10 10 14.014 -1.09 0 0 0 -5.14 11 11 14.014 -1.09 0 0 0 -4.344 12 12 1 14.014 -1-09 0 0 0 -3.549 13 13 14.014 -1.09 0 0 0 -2.754 14 14 14.014 -1.09 0 0 0 -1.959 15 15 14.014 -1-09 1 0 0 0 -1.164 16 16 14-014 -1.09 0 0 0 -.369 17 17 14.014 -1.09 0 0 0 .426 18 18 14.014 -1.09 0 0 0 1.221 19 19 14.014 -1.09 0 0 0 2.016 RISA-3D Version 9.0.0 [O:\... \... \Calculations\Timber Truss (RISA)\Timber Truss.r3d] Page 3 �t.1 Company The Leffler Group Oct 6, 2010 Designer CJH 1:03 PM Job Number 100145 Tradition Fitness -Timber Truss Checked By: Member Section Forces LBy Combination Continued LC Member Lahel Sar. Axialrkl v Chcarrkl 7 c+,-NA 'rr., ar4_fFl ., aA , tr RA ari, Al 20 20 14.014 -1.09 0 0 0 2.811 21 1 M2 1 14.014 1.09 0 0 0 2.811 22 2 14.014 1.09 0 0 0 2.016 23 3 14.014 1.09 0 0 0 1.221 24 4 14.014 1.09 0 0 0 .426 25 5 1 14.014 1.09 0 0 1 0 -.369 26 6 14.014 1.09 0 0 0 -1.164 27 7 14.014 1.09 0 0 0 -1.959 28 8 14,014 1.09 0 0 0 -2,754 29 9 14.014 1.09 0 0 0 -3.549 30 10 14.014 1.09 0 0 0 -4.344 31 11 1 14.014 1.09 0 0 0 -5.14 32 12 14.014 1.09 0 0 0 -5,935 33 13 14.014 1.09 0 0 0 -6.73 34 14 14.014 1.09 0 0 0 -7.525 35 15 14.014 1.09 0 0 0 -8,32 36 16 1.89 -3.938 0 0 0 1 -11.495 37 17 1.89 -3.938 0 0 0 -8.621 38 18 1.89 -3.938 0 0 0 -5.747 39 19 1.89 -3.938 0 0 0 -2.874 40 20 1.89 -3.938 0 0 0 0 41 1 M3 1 1 -1.428 0 0 0 0 0 42 2 1 -1.428 0 0 0 0 0 43 3 -1.428 0 0 0 0 0 44 4 -1.428 0 0 0 0 0 45 5 -1.428 0 0 0 0 0 46 6 -1.428 0 0 0 0 0 47 7 -1.428 0 0 0 0 0 48 8 1 -1,425 0 0 0 0 0 49 9 1 -1.428 0 0 0 0 0 50 10 -1,428 0 0 0 0 0 51 11 -1.42 0 0 0 0 0 52 12. -1,428 0 0 0 0 0 53 13 -1.428 0 0 0 0 0 54 14 -1,428 0 0 0 0 0 55 15 -1.428 0 0 0 0 0 56 16 1 -1.428 0 0 0 0 0 57 17 -1.428 0 0 0 0 0 58 18 -1.428 0 0 0 0 0 59 19 -1.428 0 0 0 0 0 60 20 -1,428 0 0 0 0 0 61 1 M4 1 -13.105 1 -.714 0 0 0 -5.131 62 2 -13.105 -.714 0 0 0 -4.427 63 3 -1 105 -.714 0 0 0 -3.722 64 4 -13.105 -.714 0 0 0 -3.017 65 5 -13.105 -314 0 0 0 -2,313 66 6 -13.105 -.714 0 0 0 -1.60.$ 67 7 -13.105 -.714 0 0 0 -.904 68 8 -13.105 -.714 0 0 0 -.199 69 9 -13,105 -.714 0 0 0 .505 7 10 -13.105 -.714 0 0 0 1.21 71 11 -13.105 .714 0 0 0 1.21 72 12 -13.105 .714 0 .0 0 .505 73 1 -13.105 .714 0 0 0 -.199 74 14 -13.105 .714 0 11 0 0 -.904 75 15 -13.10 .714 0 0 0 -1.608 76 16 -13.105 .714 0 0 0 -2,313 RISA-3D Version 9.0.0 [O:\... \... \Calculations\Timber Truss (RISA)\Timber Truss.r3d] Page 4 (GT. [ Company The Leffler Group Oct 6, 2010 Designer CJH 1:03 PM Job Number = 100145 Tradition Fitness - Timber Truss Checked By: Member Section Forces (BZ Combination Continued 77 17 -13.105 .714 0 0 0 -3.017 78 18 -13,105 .714 0 0 0 -1722 79 19 -13.105 .714 0 0 0 -4.427 80 20 -13.105 .714 0 0 0 -5.131 Member Section Stresses I r.. hAomi,er I al -I Q-- A-;-Fri—n ni_.___rI._:i o�i �� ' ' o .1• .1• oa ' ' �� • - • ass: o� ■�� o® 1 • a��oa� m�■ m� 1 • as®®�s���l m� m� 1 • a®®oa■ m� m�� 1 • a�����a m� m� 1 • as���s�s me o� 1 • a �- �- ova m� ■r�� 1 • a��ars m� o[ . 1 • a 1:. 1:• ��a m� o� 1 • a®®aa m� m� 1 • a®®aa ®� m� 1 • a -:• .:• as m� m�� 1 • ■ate , . - . �a m- �� Ie: � 1• 1• �� mo o��■soa�o���a min ©�oaa��■aa m� o�o�ooa■aas RISA-3D Version 9.0.0 [0:\... \... \Calculations\Timber Truss (RISA)\Timber Truss.r3d] Page 5 ('a"5 Company The Leffler Group Oct 6, 2010 Designer CJH 1:03 PM Job Number 100145 Tradition Fitness - Timber Truss Checked By - Member Section Stresses Continued C: klomhi r I ah.1 Q., ❑'I'Iibnil ® m��000aoo m�as��o�a�oa ®■�i mar o : - �o � • . � • . ao m� m : - �o�■�o�■s Member Section Deflections 1 1 M1 1 0 0 �0 0 �N C 2 2 0 -.045 0 0 5179. 4 NC 3 3 0 -.088 0 0 2661.972 NC 4 4 0 -.127 0 0 1860.929 NC 5 5 0 -.161 0 0 1497.635 NC 6 6 0 -.188 0 0 1324.596 NC 7 7 -.002 -.209 0 0 1244.196 NC 8 8 -.003 -.225 0. 0 1211.346 NC 9 9 -.003 - 237 0 0 1216.417 NC 10 10 -.004 -.246 0 0 1253.997 NC 11 11 -.005 -.251 0 0 1225.618 NC - 12 12 -.006 -.254 0 0 1438,877 NC 13 13 -.0 7 -.255 0 0 1605.257 N C 14 14 -.008 -.253 0 0 18 8.397 NC 15 15 -.009 -.251 0 0 2213.771 NC 16 16 -.01 -.248 0 0 2790.878 NC 17 17 -_011 -.245 0 0 3794.62 NC 18 18 -.011 -.242 0 0 5870.273 NC 19 19 -.012 -.24 0 0 NC NC 20 20 _ -.013 -.239 0 0 NC NC 21 1 M2 1 -178 .177 -.16 0 0 NC NC 22 2 1 -.161 0 1 0 NC NC RISA-3D Version 9.0.0 [O:\... \... \Calculations\Timber Truss (RISA)\Timber Truss.r3d] Page 6 Company The Leffler Group Oct 6, 2010 Designer CJH 1:03 PM Job Number 100145 Tradition Fitness - Timber Truss Checked By: Member Section Deflections Continued LC Member Label Aar v rinl v rinl 7 RnT v ra.:F.+or-TF rni 1 n, Q�H- 1n� i /� sZ-F;- 23 3 .176 -.163 v 0 r 0 587 0. 273 NC V 24 4 .175 -.166 0 0 3794.62 NC 25 5 .175 -.169 0 0 2790.878 NC 26 6 .174 -.172 0 0 2213.771 NC 27 7 .173 -.174 0 0 1848.397 NC 28 8 .172 -.175 0 0 1005-257 NC 29 9 .171 -.175 0 0 14 8.877 NC 30 10 .17 -.172 0 0 1925.618 NC 31 11 .169 -.167 0 0 1253.997 NC 32 12 .168 -.158 0 0 1216.417 NC 33 13 .167 -.146 0 0 1211.346 NC 34 14 .167 -.13 0 0 1244.196 NC 35 15 .166 -.109 0 0 1324.596 NC 36 16 .165 -.082 0 0 1497.635 NC 37 17 .165 -.048 0 0 1860.929 NC 38 18 .165 -.009 0 0 2661.972 NC 39 19 .165 .034 0 0 5179.848 NC 40 20 .165 .079 0 0 NC NC 41 1 M3 1 1 .221 .091 0 0 NC NC 42 2 .221 .091 0 0 NC NC 43 3 .221 .091 0 0 NC NC 44 4 .221 .091 0 0 NC NC 45 5 .221 .091 0 0 NC NC 46 6 .221 .091 0 0 NC NC 47 7 .221 .091 0 0 NC NC 48 8 .221 .091 0 0 NC NC 49 9 .221 .091 0 0 NC NC 50 10 .222 .091 0 0 NC NC 51 11 .222 .091 0 0 NC NC 52 12 .222 .091 0 0 NC NC 53 13 .222 .091 0 0 NC NC 54 14 .222 .091 0 0 NC NC 55 15 .222 .091 0 0 NC NC 56 16 .222 .091 0 b NC NC 57 17 .222 ,091 Q 0 NC NC 58 18 .222 .091 0 0 NC NC 59 19 .222 .091 0 0 NC NC 60 20 .222 91 0 0 NC NC 61 1 M4 1 -.104 -.165 0 0 NC NC 62 2 -.10 -.193 0 0 7967.103 NO 63 3 -,102 -.213 0 0 4707.721 NC 64 4 -.1 -.225 0 0 3747.439 NC 65 5 -.099 -.231 0 0 3390.31 NC 66 6 -.098 -233 0 0 3301.513 NC 67 7 -.096 -.232 0 0 3369,332 NC 68 8 -.095 -.229 0 0 3535.886 NC 69 9 -.093 -.225 0 0 3743.956 NC 70 10 -.092 -.222 0 0 3909.472 NC 71 11 -.091 -.222 0 0 3909.472 NC 72 12 -.089 -.225 0 0 3743.956 NC 73 13 -.088 -.229 0 0 3535,886 NC 74 14 -.087 -,232 0 0 3369.332 NC 75 1.5 1 -.085 -.233 0 0 3301-513 NC 76 16 -.084 -.231 0 0 3390.31 NC 77 17 -.083 -,225 0 0 3747.439 NC 78 18 -.081 -.213 0 0 4707.721 NC 7 19 -.08 1 -.193 0 0 1 7967. 03 NC RIS77D Version 9.0.0 [O:\... \... \Calculations\Timber Truss (RISAff imber Truss.r3d] Page rrola Company The Leffler Group Oct 6, 2010 Designer CJH 1:03 PM Job Number 100145 Tradition Fitness - Timber Truss Checked By: Member Section Deflections Continued LC Member Label Sec x [InI v Imlz Ffn1 x Rotate rad n Lty Ratio n L!z Ratio 80 1 1 1 20 -.079 1 -.165 0 1 0 NC I NC Member Torsion Stresses LC Member Label Spr. Tnrni,nrk-fEi ghonrileQU k1 MfV� cZhonr � IN— CZkmnr ­Ctnt %Al R 7 IM17.,r., e 1 1 M1 1 0 0 NC V . `NC 4 NC y NC 2 2 0 0 NC NC NC NC 3 3 0 0 NC NC NC NC 4 4 0 0 NC NC NC NC 5 5 0 0 NC NC NC NC 6 6 1 0 0 NC NC NC NC 7 7 0 0 NC NC NC NC 8 8 0 0 NC NC NC NC 9 9 0 0 NC NC NC NC 10 10 0 0 NC NC NC NC 11 11 0 0 NC NC NC NC 12 12 0 0 NC NC NC NC 13 13 0 0 NC NC NC NC 14 14 0 0 NC NC NC NC 15 15 0 0 NC NC NC NC 16 16 0 0 NC NC NC NC 17 17 0 0 NC NC NC NC 18 18 0 0 NC NC N.0 NC 19 19 1 0 0 NC NC NC NC 20 20 0 0 NC NC NC NC 21 1 M2 1 0 0 NC NC NC NC 22 2 0 0 NC NC NC NC 23 3 0 0 NC NC NC NC 24 4 0 0 NC NC NC NC 25 5 0 0 NC NC NC NC 26 6 0 0 INC NC NC NC 27 7 0 0 NC NC NC NC 28 8 0 0 NC NC NC NC 29 9 0 0 NC NC NC NC 1 10 0 0 NC NC NC NC 11 0 0 NC NC NC NC 32 12 0 0 NC NC NC NC 33 13 0 0 NC NC NC NC 34 14 0 0 NC NC NC NC 35 15 0 0 NC NC NC NC 36 16 0 0 NC NC NC NC 37 17 0 0 NC NC NC NC 38 18 0 0 NC NC NC NC 39 19 0 0 NC NC NC NC 40 20 0 0 NC NC NC NC 41 1 M3 1 0 0 NC NC NC I NC 42 2 0 0 NC NC NC NC 43 3 0 0 NC NC NC NC 44 4 0 0 NC NC C NC 45 5 0 0 NC NC INC NC 46 6 0 0 NC NC NC NC 47 7 0. 0 NC NC NC NC 48 8 0 0 NC NC NC N. 9 0 0 NC NC NC NC 10 0 0 NC NC NC NC n52 11 0 0 NC NC NC NC 12 0 0 NC NC NC NC RISA-3D Version 9.0.0 [O:\... \... \Calculations\Timber Truss (RISA)\Timber Truss.r3d) Page 8 � ' « Company The Leffler Group Oct 6, 2010 Designer CJH 1:03 PM Job Number 100145 Tradition Fitness -Timber Truss Checked By: Member Torsion Stresses Continued I r`. AAAM her I oh.1 C., 53 13 0 ...1.--. i...i 0 . . .,..i,�a�...� NC vfo� �aiiGP�... NC L^ 1 _.. O__ NC 4-I V YYGf Q... NC 54 155 14 0 0 NC NC NC NC 15 0 0 NC NC NC NC 56 16 0 0 NC NC NC NC 57 17 0 0 NC NC NC NC 58 18 0 0 NC NC NC NC 59 19 0 0 NC NC NC NC 60 20 0 0 NC NC NC NC 61 1 M4 1 0 0 NC NC NC NC 62 2 0 0 NC NC NC NC 63 3 0 0 NC NC NC NC 64 4 0 0 NC NC NC NC 65 5 0 0 NC NC NC NC 66 6 0 0 NC NC NC NC 67 7 0 0 NC NC NC NC 68 8 0 0 NC NC NC NC 69 9 0 0 NC NC NC NC 70 10 0 0 NC NC NC NC 71 11 0 0 NC NC NC NC 72 12 0 0 NC NC NC NC 73 13 0 0 NC NC NC NC 74 14 0 0 NC NC NC NC 75 15 0 0 NC NC NC NC 76 16 0 0 NC NC C NC 77 17 0 0 NC NC NC NC 78 18 0 0 NC NC NC NC 79 19 0 0 NC NC NC NC 80 20 0 0 NC NC NC NC Wood Section Sets L el Shaue D ign List Mated D sl n ule 2 in4 in4 J In4 1 WOODlA 2X6 Beam Rectan ular DF/SPine T ical 8.25 1.547L 20.7 7 5,125 Member Wood Code Checks 1 LL, 1 Nr rn r M1 ante 8X12 Irnax .703 3.284 Shear.. .403 L 0 Div F ks1 .656 FY k .675 Fb1' ksi 1.35 Fb2' ks' 1.35 v' k i .17 RB 32 -QL CP Eon 1 .709 3.9-3 2 1 M2 - 8X12 .703 '10.582 ,403 10.582 .656 .675 1.35 1.35 .17 32 1 .709 3.9-3 3 1 M3 8X8 .031 0 .000 0 z 977 .825 1.2 1.2 .17 j2683 1 .977 3.9-1 4 1 M4 8X10 .678 1s.75 088 s.375 .457 .825 1.2 1-2 .17 64 1 .457 3.9-1 RISA-3D Version 9.0.0 [O:\... \... \Calculations\Timber Truss (RISA)\Timber Truss.r3d] Page Ci C&7:[ Job Name �tun•��� �-��� : - Job No. VD�Hr---) Sheet No. By ;;K\{ Date 2 ~-i- L O kAE-t NDEb Lk'O L=T- L--�'/ --*y t— % 17� 1 Fjocs rICa Fi EO��r SC' �tJtJ 5ZD . E{001� /�L #f ri1� P E.R.- N CA �j t cj ' �.-l� •�i^ I � = l�- � (CLLPFtic\-c`4 OF �L1�. '_ 1. f 1 y a — �`. � � � C .1••n K-S� L,�v� . � tF5 � LO I-L-0 L-17 Y �s� C7� K p 1V (Pn� `i' G) P U / ,i l l�`��C� / �� 0 •�gSieJ�C2��P�i� ZS-�K 7? � LA�l�l��Fc�-SS ••.�,.s-��►or� Fcr�c� ��j �Tl�tjSC'��-R-IR.L� '�a �� i-ll�lQ--i�lti-�5 RNA ��' C�iPPf._.:lT�f �� 6 r : -Sr-t paul • koehler • leffler consulting structural engineers, LLC 390 interlocken crescent, suite 190, broomfield, co 80021 p er Job Name 4��T■aa �,�-��s� Job No. Sheet No. By C--:SA4 Date l O — c,�)—Cuc� O �w •�� ` �SElSlyi� C ? �� .. S�ISMI C� _ �t�'C'P-S�l.i� 5F,■SM}c rc.IS[-'LIC. (�y�ti�--o■...5 / <-- '� � / �.^� � �/ C..�-) � l • �� 7. C �\ ^L C- ■ �AL.� paul • koehler • leffler consulting structural engineers, LLC 390 interlocken crescent, suite 190, broomfield, co 80021 Job ` R Job No. Sheet No. l By Date (O 5- lC) UGC. � �� - lG—l`i Cj �r•„ s �b E Y- �8 paul • koehler • leffler consulting structural engineers, LLC 390 interlocken crescent, suite 190, broomfield, co 80021 JOB NAME . �R�'t�lrtta•.�-t`rr-'� .h e f e r JOB NO. 1,c70�`i 5 _ SHEET NO. . BY GS DATE 31jrc Iw eR1 a�l,.L Lrc rlCfiEt l�r' t l �j� T = PFT THE LEFFLER GROUP STRUCTURAL ENGINEERS 6870 WEST 52ND AVENUE, SUITE 120, ARVADA, CO 80002 79 JOB NAME�o the leffler JOB NO. �D�t�-I� SHEET NO._ W BY DATE �Z- �-Nl­ t b� rat ►+- tea. 2_Q VL 1 v_ pRFaitivo-S �A�Gi.�3� F-S F-av­it­c- EAs_.t-� c jL-�L(4 K-q 80 THE LEFFLER GROUP STRUCTURAL ENGINEERS 6870 WEST 52ND AVENUE, SUITE 120, ARVADA, CO 80002 im G) z rn v rn z Q 1 76 ❑ I❑ ❑ u'1 21.�LK rc'-s• - ---- alai x i J J J J J J ��' J J J � m m m m m m roKG m �� m o BLK5 raj LZ o � 8 II li f L - .. 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Fallow the arriostre diagonal teen rates. Use las recomendaciones 9 9 Y 9 Po recommendations for handling, installing and de manejo, instalad6n, restriccidn y arriostre temporal de temporary restraining and bracing of trusses. los trusses. Vea el folleto K5I Q op dH Buena Aradfrz Refer to BC5LQAde tQGtwd Ptactice for Para el Maneto rI s�j�r(�n. RestllcciGn y ArNastne de los Handling. Irtstalling. Restraining & Bradna Of Truces de Madera CanLKtados cart Naas de ASeral*** Metal Plate Connected Wood Trusses*** for para information mas detallada. more detailed information. Los dibujos de disefio de los trusses pueden especificar las Truss Design Drawings may specify locations of localizaciones de restriction lateral permanence o refuerzo permanent lateral restraint or reinforcement for en los miembros individuales del truss. Vea la hoja resumen individual truss members. Refer to the BCSI- - 1T3 Summary Sheet - I�mlanerkt ResbAnU y Mlembros_Secundan *** para mas information. El Bradng of Chords & Web Members*** for more resto de los disefios de arriostres permanentes son la information. All other permanent bracing design responsabilidad del Disenador del Edificio. is the responsibility of the Building Designer. QThe consequences of improper handling, erect- ing, installing, restraining and bracing can result in a collapse of the structure, or worse, serious personal injury or death. Elresultado de un manejo, levantamiento, instalacion, restriction y arrisotre incorrecto puede ser la cada de la estructura o aun peor, hendos o muertos. QBanding and truss plates have sharp edges, Wear - - gloves when handling and safety glasses when j rr cutting banding. Empaques y platys de metal tienen border � ahlados. Lleve guantes y lentes protectores cuando corte los empaques. HANDLING - MANEJO n Avoid lateral bending. - Evite la flexion lateral. QThe contractor is responsible for properly receiving, unloading and storing the trusses at the jobsite. El contratista tiene la responsabilidad de recibir, descargar y almacenar adecuada- mente los trusses en la obra If trusses are to be stor, hoiL-ontalb;, place blocking of sufficient height beneath the stack of trusses at S' to 10' on center. For trusses stated for more than one week, cover bundles to proven', moisture gain but allow for ventilation. Refer GC I ri o Prlrti c for c to S _�e.� G[�-�'---c �--- Handl�g�nstallin �Restnining=V 6Lzcing oLhietd PI ta.Connat�d`:godSrusses''' for more detailed information pertaining to handling and jobste storage of trusses, Si los trusses estaran guardados herizon- al I en o 1l blo ueando tic a era t r1c 0. r a Ili p J �I suficiente detrac de la pdo de los trusses a 9 hasty 10 pies en el cantro, QUse special care in windy weather or near power lines and airports. Spreader bar for truss HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES. 0 Warning! Don't overload the crane. iAdvertencia! iNo sobrecargue la grua! Never use banding alone to lift a bundle. Do not lift a group of individually banded bundles. Nunca use solo los empaques para levantar un paquete. No levante un grupo de paquetes empaqueandos individualmentes. A single lift point may be used for bundles with trusses up to 15'. Two lift points may be used for bundles with Q' Warning! Do not over load supporting truces up to 60'. structure with truss bundle. Use at least 3 lift points for bundles with iAdvertencia! No sobrecargue la estructura trusses greater than 60'. apoyada con el paquete de trusses. Puede usar un selo ugar de levantar para paquetes de trusses hasta 45 pies. Q Place truss bundles in stable position. Puede usar dos puntos de levantar para Puse paquetes de trusses en una position paquetes hasta 60 pies. estable. Use por to menos tees puntos de levantar para paquetes mas de 60 pies, INSTALLATION OF SINGLE TRUSSES BY HAND INSTALACION DE TRUSSES INDIVIDUALES POR LA MANO QTrusses 20' ++ Trusses 30' or =ter' - r . or less, sup- -s less, support at f - port at peak. quarter points. Soporte Soporte de rp del pico los �� w los coerces Il trusses de - JLL - I de hyena los 20 pies o `F Trusses up to 20' -ill de 30 I.4- Trusses up to 30' -1p.I menos• I Trusses hasta 20 pies III pies o menos. Trusses hasta 30 pies HOISTING OF SINGLE TRUSSES - LEVANTAMIENTO DE TRUSSES INDIVIDUALES QHold each truss in position with the erection equipment until top chord temporary lateral restraint is installed and the truss is fastened to the bearing points. Utilice cuidado Sostenga cada truss en position con equipo de grua hasta que la restriction lateral temporal de la especial en dias cuerda superior este instalado y el truss esta aseguiado en los soportes. ventosos o cerca de cables electricos o de Q Warning! Using a single pick -point at the peak aeropuertos, can damage the truss. iAdvertencia! El use de un solo lugar en el - pim para levantar puede hater dano al truss Use proper Iig- Uso equlpo apropiado ging and hoisting para levantar e equip.ent.. lmprovisar. Do not store No almacene unbraced bundles verticalmente los upright. trusses sueltos. Do not store on No almacene en Para ll us5cs guardados per mas de una uneven ground. tierra desigual. samara, cobra los paquetes para prevenir , alum ento de humedad porn permita venti- lad6n. Vea el foliate BCS1 GuLide Buena PraCtJei para c-Hclnejo, DiSUilacioyResbl any Ai- _ nostrc de Ins Trtjssesdc Madera r oncOa os - - ron Plgeis ch c1 al ^` pala information mas deLallada sobro el manejo y alnlacenado de los tr usses en al ea de trub�lw. HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES so' N eaa RECOMENDACIONES PAPA LEVANTAR TRUSSES INDIVIDUALES -� Toe -in oe-.In Spreader bar 1/2 to - - - lid j 2/3 truss length Tagline TRUSSES UP TO 60' �t TRUSSES HASTA 60 PIES ). Approx. 112 �J truss length Tagline TRUSSES UP TO 30' TRU 55E5 HASTA 30 PIES Attach Locale Spreader bar 10' o.C. above or sliflback max. mid -height j IF Spreader bar 213 to Tagline Il 314 truss length TRUSSES UP TO AND OVER 60' TRUSSES HASTA Y SOBRE 60 PIES TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL 0 t Refer to 9GSL• rr'11IDp}yq_]rx:r�IlLl4` Top Chord Temporary fIl�Uaiian�lt 7�if1C!9lacfrrsa' " for more information. Lateral Restraint ��: (MTLR) Vea el resumen BCS1-02 - Ir,,Ia a i&t do cx-i min Tr„s- v Tiffin para mas information. - . _ rJf Locate ground brlam s for first truss directly in LLJJ line with all rows 10 top chord temporary lat- eral restraint see table in the next column). �90' Coloque los arriostres de tierra para el primer truss direclanlente an linea con cada one de Brace first truss las filar de resbiccion lateral temporal de la - securely before cuerda superior (vea la tabla on la Proxima erection of additional columna)- trusses. Do not walk on unbraced trusses. No camine en trusses sueltos. STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALACION DE LOS TRUSSES 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal bracingsee below . 5 Install web member lane diagonal bracing to stabilize the first e trusses ( ) ) c P 9 9 five (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). 7 Repeat process on groups of four trusses until all trusses are set. 1) Instale los arriostres de Lierra. 2) Instale el primero truss y ate seguramente al arriostre de tierra. 3) Instale los proximos 4 trusses con restriccidn lateral temporal de miembro corto (vea abajo), 4) Instale el arriostre diagonal de Is cuerda superior (vea abajo). 5) Instale arriostre diagonal para los pianos de los miembros secundarics para estabilice los primeros cinco trusses (vea abajo)-.6) Instale la restriction lateral temporal y arriostre diagonal para la cuerda inferior ' (vea abajo� 7) Repita este procedimiento en grupos de cuaLro trusses hasta que todos los trusses esLen instalados. 0 Refer to BCST-02 summary Sheet - Truss. trotmlatlon & Tdmporary Rwtrairtysracirlg*** for more information. Vea el resumen BC5I-fI2 -.fi t@ciRD-de Try gs�y Rsir.[�in Arr .L? Tic 1mor-al*`* para mas information RESTRAINT{BRACING FOR ALL PLANES OF TRUSSES RESTRICCION/ARRIOSTRE PARA TODOS PLANOS DE TRUSSES QThis restraint & bracing method is for all trusses except 3x2 and 4x2 parallel chord busses, Este metodo de restriction y arriostre es para todo busses excepto trusses de cuerdas paralelas 3x2 y 4x2, 1) TOP CHORD - CUERDA SUPERIOR Truss Span Top Chord Temporary Lateral Restraint (TCTLR) Spacing Longitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies maxima 30' to 45' 8' D.C. max. 30 a 45 pies 8 pies maxima 45' to 60' 6' o.c. max. 45 a 60 pies 6 pies maximo 60' to 80'* 4' o.c. max. 60 a 80 ies* 4 pies maximo *Consult a Professional Engineer for trusses longer than 60'. *Consulte a un Ingeniem Profesional Para trusses mas de 60 pies. Q See VJ:$L-kQ' for TLTLR options. Vea el pr-2-,K "^' para la=- flpciones de TCTLR. t Refer to BCSI.03 5um- mere Sheet- Permanent - RestraintiP,radrlc or Chords & Web Members— for Gable - End Frame restraint/bracing/ reinforcement information. Para informacior sobre para Armazones Hastiales vea el resumen BCSI-B3 -ReStrioaonlArnD919 Ground bracing not shown for clarity. 2) WEB MEMBER PLANE - PLANO DE LOS MIEMBROS SECUNDARIOS 6 LATERAL RESTRAINT ' & DIAGONAL BRACING Web Members ARE VERY IMPORTANT 'i iLA RESTRICCIUN LATERAL Y EL:. ARRIOSTRE s DIAGONAL SON MUY — Repeat diagonal braces for each set of 4 trusses. Repita ticks arrisci diagonals: para cada grupo de 4 trusses. Diagonal ' � $raarlg IMPORTANTES! Diagonal Braces every 10 truss Q 30'-15' max. Same spacing as spaces (20' max.) bottom chord Lateral Restraint Some chord and web members not shown for clarity. 3) BOTTOM CHORD - CUERDA INFERIOR Lateral Restraints - 2x4x12' or greater lapped over two trusses. Bottom chords_ZZ-0, 10'-15, max. Diagonal Braces every 30 truss spaces (20' max.) Some chord and web members not shown for clarity. RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES RESTRICCION Y ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 Q Refer to B I-B7 Diagonal Bracing sums a; Sheet 10' or 15'* Repeat Diagonal Bracing - Temporary & every 15 truss spaces (30') r� y Pe rmirlcmt Rgk[i2lrli Bjl- ny f Ira IEI Chord Trusses*** for more information. Vea el resumen BCSI- - - $7 - Restritd6nJ Apply Diagonal Brace to`'��_ Arriustre TemcrQral- vertical webs at end of- y P inentii a Ora cantilever and at beadng All Lateral Restraints - T17155� de CtrarQOs locations- lapped at least two trusses- Paralelas*** para *Top chord Temporary Lateral Restraint spacing shall be mas informacior 10' o.c. max. for 3x2 chords and 15' o.c. for 42 chords. INSTALLING - INSTALACION Out of Plane Tolerances for 0. ;-of-l4une. Out ❑f Flumb Max Truss Tolerancias para Fula -di: -Plano. Bow Length Max. Bow D/50 D (ft) 3/4" 12.5' Length -> I`I Max. Bow Length 1 /2" 2 1" 16.7' Max. Bow f 3/4" 3' 1-1/8',18-8' Length ��, o Plumb 1-1/4" 5 1-3/8" 22,9' QTolerances for 1 bob 1-1/2" 6 1-1/2" 25.0' Out -of -Plumb. TII 1-3/4" 7 Tolerancias para D/50max 1-3/4" 29.2' Fuera-de-Plomada 2' '-8, CONSTRUCTION LOADING - CARGA DE CONSTRUCCION to Lill nisi pF-Dc i - l-r:h a'. I,+l_-! i-l-: '(y] brazing is securely aril proWly In place. No proceda con la construction hasty que Codas las restric- ciones laterales y IDS arriostres esten colocados en forma apropiada y Segura. 0 Do not exceed maximum stack heights. Refer to BCSL&i Sumr DDdr1 I�.GLSpilSgyaj�l•I,q, flilq**' for more information. No exceda las alturas maximas de monton, Vea el resumen &MI-84 Cataa de Canstrttccfdri* * para mas information. Alnalowm 51ack Height for Malarial on Trusxn Material Height Gypsum Board 12" Plywood or OSB 16" Asphalt Shingles 2 bundles Concrele Block 8' Clay Tile 3-4 tiles high i Do not overload small groups or single trusses No sobrecargue pequenos grupos o trusses individuales. Never stack materials near a peak. Nunca amontone IDS materiales cerca de un pico. QPlate loads ov& as many trusses as possible. Coloqufr las u-Irgas yobte Lantos trusses coma sea posible. Q 41lit Posllbtri loads nv'_r lWd bearing walls. Coloque las cargas scare las Paredes soportantes, Truss bracing not ALTERATIONS-ALTERACIONES i shown for clarity. Q Refer to6�:s1�Surnma�-d • Tri,L55J2AtG0pC,JQo its Mu[fi$CaE[a1t5 a In5#gjldtign -*** Vea el resumen RCSh$5 DanoS do Trusses. en la Obra v Eri ic, de Ir1staLgi4in x** Do not cut, alter, or drill any structural member of a truss unless specifically permitted by the Truss Design Drawing. No torte, altere o Perrone ningun mierri estructural de un truss, a menos que este especificamente permitido en el Dibujo del Diseno del Truss aTrusses that have been overloaded during construction or altered without the Truss anufacturera prior approval may render the Truss Manufacturer's limited warranty null and void. P PP y tY Trusses que se han sobrecargado durance la construction o han sido alterados sin la autorizacion previa del Fabricante de Trusses, pueden hater nulo y sin efecto la garantfa limitada del Fabricante de Trusses. -Contact the Component Manufacturer for more information or consult a Professional Engineer for assistance. To view a non -printing PDF or this document visit www.sbcindust com bl. P 9 rY, / NOTE: The Truss Manufacturer and Truss Designer rely on the presumption that the Contactor and crane operator (if applicable) are professionals with the capability to undertake the work have agreed to do on an given rojecL If the Contactor believes it needs P Pa tY they 9 Y 9 P 1 assistance in same aspect of the construction project, it should seek assistance From a competent party. The methods and procedures outlined in this documentare intended to ensure that the overall construction techniques employed will put the trusses into place SAFELY. These recommendations for handling, installing, restraining and bracing trusses are based upon the collective experience of leading personnel irrvuNed with buss design, manufacture and le ttallaton, but must, due to the nature of responsibilities involved, be presented only as a GUIDE for use by a qualified Building Designer or Contacmr. It is not intended that these recommendations be interpreted as superior to the Building Designer's design specification for handling, installing, restraining and bracing trusses and it does not preclude the use of other equivalent methods for restraining/bating and providing stability for the walls, columns, flows, roofs and all the interrelated structural building components as determined by the contractor. Thus, VTCA and TPI expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and information contained herein TRUSS PLATE INSTITUTE 6300 Enterprise Lane • Madison, WI 53719 218 N. Lee St, Ste. 312 • Alexandira, VA 22314 608/274-4849 • wwwsbdndustry.mm 703/683-1010 • www.tpinst.org i --i C/) __l mmYm C_ fJ m . 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