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COMM2016-0235
t�l Is DATE OF ISSUANCE:�?? E `�=° � Zrrlp PERMIT #: 3 5' BUILDING PERMIT APPLICATION ' — 6 PLEASE PRINT JOB ADDRESS: M6 5-bne A)ens Pat's a SUITE # BLOCK: SUBDIVISION: BUILDING CONTRACTOR (company name): E PZ CURRENT MAILING ADDRESS: 1160 6 Hoy 1 t 4 j Su l },e 102 CITY/STATE/ZIP: SoAl"kc TX 76012 PH: # 211 5*5Z 5503 Fax # 7/4 ssZ. 553'7 PROPERTY OWNER: t^_ A Pc66 u s L j,,, G CURRENT MAILING ADDRESS: 120o 8. H wy 11-i t S u i�e 10Z CITY/STATE/ZIP: St�11 �a, TX -�60i2 PHONE NUMBER: 5508 PROJECT VALUE: $ 500, DOD DESCRIPTION OF WORK TO BE DONE: FIRE SPRINKLERED? YES X NO tic¢ b u i Wet USE OF BUILDING OR STRUCTURE: 0-e4l ce. t 1 N NAME OF BUSINESS: Egg .. men4r� ! � X'jnc, **Total Square Footage under roof: Square Footage of alteration/addition: _7(69 �j I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings, alterations and additions) ke I hereby certify that_plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number: EA B P9 S B 990 6013 (Not required for 1 & 2 family dwellings) O I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas Department of Health. (REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). /�j _ PRINT NAME: Sahna.5 /- A'ki-5 SIGNATURE PH #: t �" SS Z S �'(� � FAX #: $1?� a' �2 553 EMAIL: C CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: jr,,b Permit Valuation: $ Setbacks Approval to Issue Occupancy Grou Fire Sprinkler: YES O Front: Electrical - Division: Building Depth: 7/ Left: 13 Plumbi 1 Zoning: Building Width: 1 Rear: (,� ' Mechani Occupancy Load: Right: Plan Review Approval: Date: Building Permit Fee: 7, aj Site Plan Approval: 0 , t 3 Date: Z / Plan Review Fee: Fire Department: Date: Lot Drainage Fee: 6- Public Works Department: , Date: Sewer Availability Rate: Health Depart ent: —per Date: (, Water Availability Rate: Approved for Permit: Lot Drainage Submitted: Date: - Approved: G Total Fees: Total Amount Due: P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165 Lei O:FORMS\DSPERMITAPPLICATIONS 1102-Rev.11104,5/06,2/07,11/09,4/11 OCT 11 7 2016 0 41 61 iTMI buil•inc j. It is further understood that this temporary release is for a thirty (30) day maximum time period and the undersigned releases all claims that may occur through accidents or spoilage of any type resulting from said electric power being turned off at the end of the thirty (30) day maximum time period. ADDRESS: PERMIT NUMBER:, INSPECTIONS FOR TEMPORARY POWER MUST BE REQUESTED AT (817) 410-3010 Hrelm'" O:FORMS\DS CONTRACTOR FORMS\TEMP ELEC.doc 10112100 Revised: 4/10/02 PRINT NAME: DATE/ ADDRESS OF APPLICANT:_ A CITY, STATE, ZIP: INSPECTIONS FOR TEMPORARY POWER MUST BE REQUESTED AT (817) 410-3010 Hrelm'" O:FORMS\DS CONTRACTOR FORMS\TEMP ELEC.doc 10112100 Revised: 4/10/02 PRINT NAME: DATE/ VQAV Issue Date: i T E X A 1 - c CITY OF GRAPEVINE 4, V(CIRCLE ONE) MECHANICAL - ELECTRICAL - PLUMBING - IRRIGATION - FUEL GAS PERMIT APPLICATION (PLEASE PRINT LEGIBLY - COMPLETE ENTIRE FORMI PERMIT # BLDGPERMIT I ( ()�L �3 1 DIE, JOB ADDRESS: jqC) t1l S pot /"7 k SUITE DESCRIPTION OF WORK: PROPERTY OWNER: CL 'LOX C, CONTRACTIOG OMP N C;- tZ ADDRESS: ADDRESS: 2-u '7 t4) (d CITY/STATE/ZIP: � 7A- 7 2- CITY/STATE/ZIP: PHONE NUMBER: PHONE NUMBER: TYPE OF OCCUPANCY BUILDING AREA (SQ FT) PERMIT FEES AMOUNT DUE EACH TRADE I. R-3 1- 749 $ 33.25 SINGLE FAMILY, DUPLEX 750- 1,199 $ 49.88 TOWNHOUSE, 1,200- 1,500 $ 63.18 NEW CONSTRUCTION & 1,501- 1,750 $ 76.48 ADDITIONS (PER UNIT) 1,751- 2,000 $ 83.13 2,001 - 2,250 $ 89.78 TOTAL SQ. FOOT UNDER 2,251- 3,000 $ 96.43 ROOF 3,001 - 3,500 $ 103.08 3,501 - 4,000 $ 109.73 $ 4,001 + $ 120.37 EACH TRADE 11. A, E, 1, R-1 1 - 500 $ 37.00 HOTELS, APARTMENTS, 501 - 100,000 $ 17.50+.035 PER DRINKING/DINING, 100,001 - 500,000 $ 3,500.00+.03 SQUARE EDUCATIONAL, ASSEMBLY, 500,001 + $15,000.00+.02 FOOT INSTITUTIONAL /EACH TRADE III. H, M, S, U (�')FICE, RETAIL, WHAOE�aqE GARAGES, FACTORIES, 1- 500 501- 50,000 $ 37.00 $ 32.00+ .01 PER WORKSHOPS, SERVICE Z=60,001- 100,000 4--182.00+.007 SQUARE STATIONS, WAREHOUSE 100,001+ _$ 582.00+ .003 FOOT CONTRACT EACH TRADE IV. ANY OCCUPANCY GROUP VALUATION OF WORK FINISH -OUTS, SHELL COMPLETIONS, 0- 500 $ 37.00 ALTERATIONS OR 501- 1,500 $ 45.00 STAND ALONE PERMITS 1,501- 3,000 $ 57.00 3,001- 5,000 $ 72.00 CONTRACT VALUATION OF WORK: 5,001- 50,000 $ 27.00+ 009 X50,001-100,000 $ 127.00+ 007 PER $ 100,001- 500,000 500,001+ $ 327,00+ .005DOLLAR $ 1,327.00+ .003 TVALUATION EACH TRADE V. MISCELLANEOUS IRRIGATION SYSTEMS $ 37.00 MOBILE HOME SERVICE $ 37,00 TEMPORARY POLE SERVICE $ 37.00 SWIMMING POOLS $ 37.00 SIGN ELECTRIC $ 37.00 C:\Users\sbatte\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\G80E6GQF\MEP APPLICATION 4-1 l.doc PLAN SUBMITTAL: WHEN PLANS ARE REQUIRED BY CODES, ORDINANCES, OR AS DETERMINED BY THE BUILDING OFFICIAL, THREE (3) SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ENGINEER SEALED PLANS AND CALCULATIONS SHALL BE SUBMITTED AS REQUIRED BY CODES, ORDINANCES OR WHERE OTHERWISE REQUIRED BY STATE LAW. OTHER INSPECTIONS AND FEES: • INSPECTIONS OUTSIDE NORMAL BUSINESS HOURS (2HR MINIMUM)...............................................$42.00/HOUR' REINSPECTIONFEES.. ...... .............. .......... .................. ........ ...... ...... ............. ....... — $42.00 • PERMITS FOR WHICH NO FEE IS SPECIFICALLY INDICATED........................................................... $37.00 • INSPECTIONS FOR WHICH NO FEE IS SPECIFICALLY INDICATED (1/2 HOUR MINIMUM)......................$42.00/HOUR e ADDITIONAL PLAN REVIEW REQUIRED BY CHANGES, ADDITIONS, OR REVISIONS TO APPROVEDPLANS. ..... .... — .................... ........................ ...... ......... ... - ............................... $42,00/HOUR • BUILDING PERMIT FEES FOR THE GRAPEVINE-COLLEYVILLE INDEPENDENT SCHOOL DISTRICT SHALL BE 25% OF THE FEES ESTABLISHED IN THIS TABLE • FOR USE OF OUTSIDE CONSULTANTS FOR PLAN CHECKING AND INSPECTIONS, OR BOTH......... ACTUAL COSTS— I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. I FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND / OR LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS, AND THAT VERIFICATION OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST. SIGVATURE OF CONTRACTOR OR AUTHORIZED AGENT PRINTED NAME (OR HOMEOWNER FOR HOMEOWNERS PERMITS) PHONE #: 2MEMAIL: ! �'. `OR THE TOTAL HOURLY COST TO THE JURISDICTION WHICHEVER IS GREATER. —ACTUAL COSTS INCLUDE ADMINISTRATIVE AND OVERHEAD COSTS. Development Services Department, Building Inspections The City of Grapevine * P.O. Box 95104 * Grapevine, Texas 76099 * (817) 410-3165 Fax (817) 410-3012 * www.grapevinetexas.gov C:\Users\sbatte\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\G80E6GQF\MEP APPLICATION 4-11.doc U Temporary gas has been requested for the purpose of construction, remodeling, addition or improvementto the following described releasesproperty. It is understood that this release -in no way authorizes y of th -q. It is further understood that this occur through•- or •• •- of , ny type resulting from said gas power being - off at the end of - thirty (30) day maximum time period. t =I Ir NAME OF APPLICANT: r .. ADDRESS OF APPLICANT lrll TELEPHONE NUM INSPECTIONS-------- - - -------------- - - FOR TEMPO- GAS MUST BE REQUESTED 410-3010.. 1 i i' PRINT NAME: DATE: 10/12/00 Revised: 4/10/02 OV z 20J6 DOW&SIati Temporary gas has been requested for the purpose of construction, remodeling, addition or improvement to the following described property. It is understood that this release in no way authorizes occupancy of the building. It is further understood that this temporary release is for a thirty (30) day maximum time period and the undersigned releases all claims that may occur through accidents or spoilage of any type resulting from said gas power being turned off at the end of the thirty (30) day maximum time period. ADDRESS: C 9DS 5i)oe AYe'5 PERMIT NUMBER: 16 - 8235 CONTRACTOR INFORMATION NAME OF APPLICANT: �aw►e l ��5 ADDRESS OF APPLICANT: 120D I f1w y 1)4 ;k Z CITY, STATE, ZIP: 4e Tx TELEPHONE NUMBER: 1 91:7-- 552 5'570z> Ig(-i� x{03 5870 INSPECTIONS FOR TEMPORARY GAS MUST BE REQUESTED AT (817) 410-3010 In O:FORMS\ CON RACTOR FORMS\TEMP GAS.dOc 10/12/00 Rev{ /10/02 �J C�w1'e s M11A ( e> X113 jzolG PRINT NAME: DATE: Z44 C)':51 � , DATE: A CITY OF GRAPEVINE (CIRCLE O. ELECTRICAL - PLUMBING - IRRIGATION FUEL GAS PERMIT APPLICATION PERMIT # BLDG. PERMIT # DATE: JOB ADDRESS: SUITE # DESCRIPTION OF WORK: PROPERTY OWNER' - zz<, CONTRACTING COMPANY: ADDRESS: 17', Z-112 Z 102- ADDRESS: 7�-'-i/-y 131,,J.51, 2,,.;-, CITY/STATEIZIP:CITY/STATE/ZIP: lll A/l 7 6 (3 2 2— T?( PHONE NUMBER: PHONE NUMBER'(Z _AREA /y ter 5— — �Z Y TYPE OF OCCUPANCY BUILDING (SQ FT) PERMIT FEES AMOUNT DUE EACH TRADE I. R-3 1- 749 $ 33.25 SINGLE FAMILY, DUPLEX 750- 1,199 $ 49.88 TOWNHOUSE, 1,200- 1,500 $ 63.18 NEW CONSTRUCTION & 1,501- 1,750 $ 76.48 ADDITIONS (PER UNIT) 1,751- 2,000 $ 8113 2,001 - 2,250 $ 89.78 TOTAL SQ. FOOT UNDER 2,251- 3,000 $ 96.43 ROOF 3,001- 3,500 $ 103.08 3,501 - 4,000 $ 109.73 $ 4,001 + $ 120.37 EACH TRADE Il. A, E, 1, R-1 I - 500 $ 37.00 HOTELS, APARTMENTS, 501 - 100,000 $ 17.50+.035 PER DRINKING/DINING, 100,001 - 500,000 $ 3,500.00+.03 SQUARE EDUCATIONAL, ASSEMBLY, 500,001 + $15,000.00+.02 FOOT $ INSTITUTIONAL -11 o EACH TRADE OFFICE, RETAIL, WHOLESALE, 1- 500 $ 37.00 GARAGES, FACTORIES, 501- 50,000 $ 32.00+ .01 PER 1 WORKSHOPS, SERVICE 50,001- 100,000 $ 182.00+ .007 SQUARE 1()-2 STATIONS, WAREHOUSE 100,001+ $ 582.00+.003 FOOT CONTRACT EACH TRADE IV. ANY OCCUPANCY GROUP VALUATION OF WORK FINISH -OUTS, SHELL COMPLETIONS, 0- 500 $ 37.00 ALTERATIONS OR STAND ALONE PERMITS 501- 1,500 1,501- 3,000 $ 45.00 $ 57.00 3,001- 5,000 $ 72.00 CONTRACT VALUATION OF WORK: 5,001- 50,000 $ 27.00+.009 50,001- 100,000 $ 127.00+ .007 PER $ 100,001- 500,000 500,001+ $ 327.00+ .005DOLLAR $ 1,327.00+.003 TVALUATION EACH TRADE V. MISCELLANEOUS IRRIGATION SYSTEMS $ 37.00 MOBILE HOME SERVICE $ 37.00 TEMPORARY POLE SERVICE $ 37.00 SWIMMING POOLS $ 37.00 SIGN ELECTRIC $ 37.00 C:\Users\sbatte\AppData\Loca]\Microsoft\Windows\Temporary Intemet Files\Content.Oudook\G80E6GQF\MEP APPLICATION 4-1 l.doc PLAN SUBMITTAL: WHEN PLANS ARE REQUIRED BY CODES, ORDINANCES, OR AS DETERMINED BY THE BUILDING OFFICIAL, THREE (3) SETS OF PLANS SHALL BE SUBMITTED IN HARD COPY FORMAT. ENGINEER SEALED PLANS AND CALCULATIONS SHALL BE SUBMITTED AS REQUIRED BY CODES, ORDINANCES OR WHERE OTHERWISE REQUIRED BY STATE LAW. OTHER INSPECTIONS AND FEES: • INSPECTIONS OUTSIDE NORMAL BUSINESS HOURS (2HR MINIMUM)...............................................$42.00/HOUR" • REINSPECTION FEES.................................................................................................................. $42.00 • PERMITS FOR WHICH NO FEE IS SPECIFICALLY INDICATED.. ................ ........................ ............. $37.00 • INSPECTIONS FOR WHICH NO FEE IS SPECIFICALLY INDICATED (1/2 HOUR MINIMUM)......................$42.00/HOUR • ADDITIONAL PLAN REVIEW REQUIRED BY CHANGES, ADDITIONS, OR REVISIONS TO APPROVEDPLANS ....... ........................ ............................ ............. ............... .................. .............. $42.00/HOUR • BUILDING PERMIT FEES FOR THE GRAPEVINE-COLLEYVILLE INDEPENDENT SCHOOL DISTRICT SHALL BE 25% OF THE FEES ESTABLISHED IN THIS TABLE • FOR USE OF OUTSIDE CONSULTANTS FOR PLAN CHECKING AND INSPECTIONS, OR BOTH......... ACTUAL COSTS" I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND IN COMPLIANCE WITH THE CITY OF GRAPEVINE CODES REGULATING CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMIT DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. I FURTHER CERTIFY THAT ALL WORK THAT IS REQUIRED TO COMPLY WITH ANY FEDERAL, STATE, AND / OR LOCAL LAW REGARDING ENERGY CONSERVATION WILL BE PERFORMED IN ACCORDANCE WITH THOSE LAWS, AND THAT VERIFICATION OF ENERGY CODE COMPLIANCE SHALL BE SUBMITTED TO THE CITY UPON REQUEST. SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (OR HOMEOWNER FOR HOMEOWNERS PERMITS) PHONE #:(�) S 0 •��'6 ro-i �/ (..o� r vim" z°' PRINTED NAME EMAIL: "OR THE TOTAL HOURLY COST TO THE JURISDICTION WHICHEVER IS GREATER. `*ACTUAL COSTS INCLUDE ADMINISTRATIVE AND OVERHEAD COSTS. Development Services Department, Building Inspections The City of Grapevine * P.O. Box 95104 * Grapevine, Texas 76099 * (817) 410-3165 Fax (817) 410-3012 * www.grapevinetexas.gov C:\Users\sbatteWppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\G8OE6GQF\MEP APPLICATION 4-11.doc Manda Panchoix From: Renee L. Minnfee < Sent: Wednesday, November 09, 2016 3:32 PM To: Manda Pancholy; Vicki Hecko; Guita McIlroy Subject: Epi New Building Good Afternoon ladies, I have been in contact with Tom from the Epi New Building on stone meyers regarding the test kitchen. They will not need health approval due to the fact its a test kitchen only and the food will not be consumed or sold to the public. Renee Minnfee, MPH RS Sanitarian I 1101 S. Main Street, Rm 2300 Fort Worth, TX 76104 817.321.4979 (office) 817.321.4961 (fax) Allen Hunt To: James Mathis Subject: 1905 Stone Myers Pkwy. Grapevine, Texas. EPI Project. James, I received another revision for the above project. I believe that we have addressed all the comments that I had except for the shear wall details for the shear walls indicated upon the plans. The revision I have just received provided for the air balance chart showing the makeup air as still having a typical intake fan for the plans instead of just the barometric damper air supply to be actually installed. But the sheet also had the comments for the barometric comments on the sheet. So, as to not digress to far, I am still thinking I needed an answer for the shear wall detail? (I know we spoke about the comments but do not remember a specific answer to this). Other than that, I have the plans ready for permitting. The only outstanding item is the Public Works Department, the Civil Plans, if they are approved or not. Once the Civils are good, all we would need is the Pre -construction meeting set up through the Planning Department. We typically issue the Civil Plans and the Building Plans after the meeting if everything is approved within the plans and all the fees are paid or are ready to be paid. Please let me know where we were with the shear wall question and then I will await to hear about the Pre -Con. Thank you, Allen Hunt Plans Examiner/ Field Coordinator City of Grapevine 817-410-3129 To: James Mathis From: Allen Hunt Date: 02/01/16 Subject: 1905 Stone Myers Pkwy. E.F.I. New Commercial. I am having troubles with my e-mail so I have printed out a plan review comment response for faxing Please review the following comments and have your designers create any changes, additions, corrections and / or added comments to plans as needed; *Is there to be actual cooking on site? *Please explain the use of the Kitchen Area to include the training that may be performed. *On Structural Sheets, there is no details for the shear walls, wood beams and truss designs. There are references to details upon structural sheets for details that are not there. Structural designs may not have been completed when plans were submitted. *On sheet M2.0, there is a boxed out note referring to a, "Grapevine Note" that there will be no Makeup Air per a Grapevine Note. The plans provide for a 4,500 CFM Makeup Air supply for the Type I Hood as required. Please explain if the plans intend not to provide for the Makeup Air required for the hood. *On sheet M2.0, please explain the Outside Air damper explained as in lieu of the Makeup Air supply and if this will be added to the designs along with the Makeup Air. *On sheet K1 Appliances #6, 8, and 13 are not provided for on the floor plan. Please confirm that these appliances will be located under the Type I Hood. *On sheet S6.00, Please confirm that the screening wall not exceed 8' A.F.G., the 8' maximum is a strictly enforced Ordinance. The 8' rule is from grade to the top of the wall cap / tallest point. *Please confirm with the Health Inspector on the kitchen plans. I believe there will be a requirement for an additional Hand Sink in the front Kitchen Area. Renee Minnfee, (817) 321-4979 Thank You, Allen Hunt Plans Examiner/ Field Coordinator City of Grapevine (817) 410-3129 Allen Hunt To: Subject: Attachments: Mr. Mathis, 1905 Stone Myers Pkwy. 1905 Stone Myers Pkwy. EPI Kitchen new commercial building. EPI Kitchen new commercial.pdf I have reviewed the plans for the above project and have attached a letter with the comments. Please review the comments and have your designers create changes, additions, corrections and / or add comments to plans as needed. if you have any questions, please feel free to call me. Thank you, Allen Hunt Plans Examiner/ Field Coordinator City of Grapevine 817-410-3129 23,01/ Allen Hunt From: Sent: To: Subject: Yes that is the correct orientation. James Mathis CPMR, CFSP Equipment Preference Inc. 1800 E. Highway 114, Suite 102 Southlake, TX 76092 817-552-5508 FAX: 817-552-5539 www.epikitchen.com James Mathis < Monday, May 09, 2016 5:33 PM Allen Hunt RE: 1905 Stone Myers Form Board Survey From: Allen Hunt[mailto:ahunt@grapevinetexas.gov] Sent: Monday, May 09, 2016 2:53 PM To: James Mathis < Subject: 1905 Stone Myers Form Board Survey James, I am wanting to confirm the building elevations as they relate to this survey. The font setback is the 26.84' and 26.53' With the rear setback being the 76.16' and 71.47', the left setbacks are 23.01' and 23.01' with the right being 63.06' and 61'. Do you agree that this is the direction / orientation for this foundation survey? Thank you, Allen Hunt Plans Examiner/ Field Coordinator City of Grapevine 817-410-3129 SF IS-( IS r6 t (a "d esl "T. C_ tAD '(. This is not intended to be a comprehensive list Of all City requirements, but is meant to be a guide to aid in the construction process. • Provide clear and fully legible Project Site Address Sign, readable from the curb. • No work (including sitework) may proceed prior to issuance of a Building Permit and/or written approval by the Building Official. Separate Permits are also required for all mechanical, electrical, and Plumbing work, signs (permanent and temporary) and banners. Each building and/or structure requires a Separate Permit. Working hours in the City of Grapevine are 7:00 AM to 7:00 PM Monday through Saturday, No Work allowed on Sunday. Building or structure in a residential district or non-residential district, excluding any inside work done in an enclosed building or structure in nonresidential districts. No sitework and/or tree removal is permitted prior to receiving a tree inspection and written approval from the building inspector. No work may be covered prior to receiving written approval from the inspector. All inspection approvals should be kept on site by the project manager. Inspections requested prior to 7:30 A.M. will usually be performed the same morning. Inspections requested by 12:30 P.M. will usually be received that afternoon. Inspection request phone number is (817) 410-3010. After hours inspections are strictly voluntary. Provide a copy of the Foundation Setback Survey for City Of Grapevine approval. Your surveyor may fax this to the Building Department at (817) 410-3012. No inspections on building pad will be made prior to City approval of a Foundation Setback Survey. No changes from the City approved plans may be made to the building or site without first submitting revised plans and receiving written approval from the Building Dep,rtment. This Includes signs, landscaping, lighting, etc. * Note: Projects that went through the Planning and Zoning/City Council approval process must go back through Planning and Zoning/City Council for most changes. Allow 42-83 days for this process. Contact the Building Department to determine applicability. No occupancy (including furniture, stocking, etc.) is permitted prior to the issuance of a Certificate of Occupancy from the Building Department. In certain circumstances, limited fixturing/stocking may be permitted, but only with written approval by the inspector. Contact the Project Inspector for applicability. Certificate of Occupancy will not be issued prior to final written approval from the Building, Fire, Public Works (if applicable) and Health (if applicable) Departments. A Certificate of Occupancy Application must be submitted to the Building Department. All work shown on the approved plans must be complete before a Certificate of Occupancy will be issued. This includes landscaping, screening, grading, etc. You are advised not to call for your Certificate of Occupancy inspection on the day occupancy is desired. Due to the complexity of most projects, it is very common for the initial Certificate of Occupancy inspection to fail. Phone Numbers: Building Department (817) 410-3165; Fire Department (817) 410-8100; Public Works Department (817) 410-3135; Health Department (817) 321-4960. I understand and agree to the above. I further understand that the above items do not constitute a comprehensive list of all City requirements, but are intended as an aid to help in the permit / inspection / occupancy process. Additional printed information is available from the Building Department. I agree to make this information available to the owner, architect, engineer, contractor, and all other pertinent parties to the project. MUD= MIN Mom Com liV Phone # OAFORMTreConCkLlst 411/99-Rev3/06, 5/10 NOV 8 2016 SUBTERRANEAN TERMITE PRE -CONSTRUCTION TREATMENT DISC• • EACH ESTIMATE, - PEST CONTROL COMPANY:._ . . Name.. , .. ._ ! , _.! _. _ SPCS Business License No, Phone #: %'17- - YX 7 - 29?' Address: . . - ---.— City: ., ..-_ _ State. Zip Oode: E>% - CUSTOMER INFORMATION: Name: i+, <�. _Phone #1:_. Phone #2:.-- f — Address: City:. .. State. •._._ Zip Code: Location to be Treated: For all treatments there will be a diagram showing exactly what will be treated. Treatment specifications and warranties for those treatments may vary widely. Review the pesticide label provided to you for minimum treatment specifications. If you have any questions, contact the pest control company or the Texas Department of Agriculture, P.O. Box 12847, Austin, Texas 78711.2847. Telephone number: (866) 918-4481 Fax: (888) 232-2567. Before conducting a termite pre -construction treatment, the companywill present a complete diagram of the structure including construc- tion details. When construction prevents performance of a full treatment, in accordance with a bid for full treatment, any change to a partial treatment by the company providing the treatment will be permitted if the owner of the structure or the person in charge of the construction and the certified applicator for the pest control company sign a statement attesting to the construction conditions. The agreement must be attached to the contract with an amended diagram showing the exact areas to be treated. Copies must be sent to the owner of the property within seven (7) days of the application. MR Type of Proposed treatment: M. ull ClPartial t 1Wood r7Bait '7Physical Barrier:_._, _... . _sq ft 1Commercial r7S' gle Family Total Square Feet to be treated 7/101 Total Linear Feet to be treated: Approximate measurements of the structure(s) to be treated:.. 111,64-1-1016-14111 _-, A label of - ,._ is attached. The concentration of liquid termiticide (if any) to be applied: -C<°o Approx. number of baiting systems (if any) THE SUBTERRANEAN TERMITE PRE -CONSTRUCTION TREATMENT BUILDERS GUIDE (SPCS/D-4) IS PRINTED ON THE BACK SIDE OF THIS FORM. THE DEPARTMENT APPROVED SUBTERRANEAN TERMITE PRE -CONSTRUCTION TREATMENT BUILDERS GUIDE MUST BE PROVIDED TO, AND SIGNED BY THE CONTRACTOR OR PURCHASER OF THE PRE-CONSTRUCTON TREATMENT SERVICE. Complete details of warranty (if any) including time period of warranty, renewal options and cost; obligations of the contracting parties and conditions that could develop which would void any warranty is attached, if the warranty does not include the entire structure treated, the areas included in the warranty are A Consumer Information Sheet is attached. If a Consumer Information Sheet is not attached, one is available ign-tore of ertified A licator Pnnted Name7 Date or Technician Completi Estimate It Signature of Customer Verifying Receipt of This Document Date Licensed and regulated by Texas Department of Agriculture, P.O. Box 12847, Austin, TX 78711-2847, Phone (866) 918-4481, Fax (888) 232-2567 rev. 01/30/2010 White Copy - Service Provider Yellow Copy - Customer ServicelviarkOnllne.com 1-866-782-6275, Dallas, TX 62015 5621 Quail Lane Arlington, TX 76016 (817)457-9897 Fax(817)457-9890 TPCL 3027 Project: Experious Office Building 1905 Stone Meyers Pkwy. Grapevine, TX Finley Termite & Pest Control, Inc. does hereby warrant and guarantee all labor and material incorporated into the above referenced project by Finley, Termite &.Pest Control Inc. to be free from defects in the material and workmanship for a period of one year, Date of substantial completion is All defects, which appear within this twelve-month period, shall be remedied by repair or replacement. This Warranty -Guarantee is limited to defects in workmanship and materials for the period stated above provided there have been no alterations or modifications made to our work by others. Best Regards Deborah Finley President, Finley Termite & Pest Control, Inc. Licensed and Regulated by Texas Department of Agriculture Structural Pest Control Service P.O.Box 12847, Austin, TX 78711-2847 Phone: 866-918-4481 Fax: 888-232-2567 N (J V IrERMOVE & PESIr COHIrROIL 5621 Quail Lane, Arlington, TX, 76016 (81.7)457-9897 Fax (817)457-9890 TPCL 3027 Project: Experious Office Building 1905 Stone Meyers Pkwy. Grapevine, TX SERVICE AGREEMENT This agreement is by and between the two parties indicated above and hereinafter retorted to as ": Company" (the seller) and "Customer" (the buyer). Vie Company agrees to furnish subterranean termite control service to the structure(s) specified above under "service address" and to guarantee this treatment t6r a period of 5__ ycar(.$) from the date of'substantial completion ( ), subject to the general terms and conditions: GENERAL TERMS AND CONDITIONS: 1. It is agreed that the Company is not responsible for the repair of visible or hidden damage existing as of the date of this contract. It is further agreed that the customer is solely responsible for the repair of such damage. 2. Excessive moisture, structural or mechanical defects which result in water leakage and stress cracks in foundation and sub -slab areas may destroy the oficetiveriess of the treatment and permit the infestation to continue after the date of initial treatment. If such conditions are discovered, it is agreed that the customer will be responsible for making such repairs as are necessary to correct the defect and the Company will, within _ , 5 year(s) from the date of this contract, upon completion of said repairs provide treatment to eliminate the infestation, 3, Any claim for breach of this guarantee shall be made in writing to the Company at the Company's address listed above. No lawsuit may be brought more than two (2) years after breach of the guarantee, 4. 'The company's liability shall be terminated should the Company be prevented from Vulfifling its responsibilities under the terms of the Guarantee by reason of acts of war, whether declared or undeclared, acts of any duly constituted government authority, strikes, acts of God, or failure by the customer to allow the Company access to the premises for any purpose contemplated by the Guarantee, specifically including rc-inspection, whether such re -inspection was requested by the customer or deemed necessary by the Company, 5. This agreement covers the premises diagrammed on the attached graph and specifications as of the date of actual treatment, and in the event the promises are structurally modified, altered, sold, transferred or otherwise changed after date of initial treatment, this agreement shall tenninate as to that portion modified, altered, sold, transferred or changed unless a prior written agreement shall have been entered into between the customer and the Company to re -inspect the premises, provide additional treatment and/or adjust the annual renewal fee. 6. It is understood and agreed between the parties that this Agreement, the attached graph and specifications and the guaratitcc constitute the complete agreement between the parties and that said agreement may not be transferred, changed or altered in any manner, oral or otherwise, unless the alteration or change is in writing and executed by a duly authorized representative of the Company. 7. It is specifically understood and agreed that the Company and the Customer are bound only by the terms and conditions ofthis agreement and have not relied on any other representations, oral or otherwise. 8. If moisture and -/or structural conditions which arc conducive to subterranean termite infestation are found to exist after the date of this agreement thou the Company shall be relieved of any and all liability. LIMITED LIFETIMERM ABIX TERMITE RE -TREATMENT GUARANTEE: Subject to any limitations or restrictions set forth in the Graph and Specifications and to the General Terms and Conditions, the Company will issue a Re -Treatment Guarantee which obligates the company, at no extra cost to the customer, to perform any necessary additional treatment to the customers' building ifany infestation of'subterrancan termites is found during the effective period ofthis agrecment. After completion ofthe initial treatment, the guarantee will apply to the building at the above stated service address and described in the attached graph. The guarantee will be cffective when the initial charges for treatment are paid and after that, upon payment of the annual renewal fee on or before each anniversary date of this agreement. The annual renewal fee currently is TBD plus tax, if applicable, and may be increased by giving written notice at least ten (10) days prior to the renewal date. In no event will the renewal amount be increased by more than 10% per year. So long as the guarantee is in effect, the Company will re -inspect the building located at the service address when the Company dc(crmines it is necessary, or annually upon request. The Customer agrees to make the building and premises available for inspection. Customer warrants full cooperation with the Company, and agrees to maintain the building located at the service address tirce from any condition conducive to re-inicstation, such as excessive moisture, firewood, trash, or allowing lumber or wood adjacent or attached to the building to come in direct contact with the ground. Any alterations or additions to the building shall not be included in this agreement unless the Company has also treated the additions. 'Iliisagreerncntiiia y-betransfer (I to anc w owner a on he payment of one year's renewal fee. M COMPAW.__�,_ Finley '15 inle Term, Control, Inc. by: Deborah Finley, P?Njdent Date: 05/27/2016 Licensed and Regulated by: Texas Department of Agriculture Structural Pest Control Service P.O.Box 12847, Austin, TX 78711-2847 Phone. 866-918-4481 FAX: 888-232-2567 NOV 8 2016 r Code Compl"Pa P-- com Se r --.;,Dc MCC Energy Code IhV Dath- J�L--� !("t7 4 ,7 U I IVV, Job address ,�')'-;2 Builder nme T; wi Builder address 3105, Inspectorname Certified by ihspectioli report c-� o, j 7�' CCS Robert -Brown P.O. -BOX 535131 Pff# 817-715-71.71 GRAND PRAMW.,TX-15053 No, V �11D 201 Date: /0-/ g- / 6 Permit Project Number: Project Name: P" -Y- "s -5- ov ro Address Of Inspection:- —61f Name Of Company Performing Inspection: Name Of Certified (If'o 7X ied Inspector Performing Inspection: 'CC Energy Code Inspector Certification Number:RD ----------- - iR- D- 0 6' .3 — In accordance with State Law (Senate Bill 5 enacted by the 771h Legislature Of the State of TOMS), I hereby certify that I have inSPGcted the above referenced structure and that it complies with the Energy Provisions of the Residential C adopted by the State of Texas and / or the City of Grapevine. ode and any Amendments Signature of Ins Po" ctor Development Services Department The City of Grapevine * P.O. Box 95104 * Grapevine, Texas 76099 * (817) 410-3165 Fax (817) 410-3012 * www,grapevinetexas.gov 0.F0RMSX0SENkRGYC0DrReATFD t ENERGY COMPLETION 3-2007, REV: 2.16 z • I � a `f n t a A 0 Jw . 6p w 1,10 To: Grapevine Building Inspections From: Tom Huch, architect R Re: 1905 Stone Meyers Parkway EPI Office Showroom The attached drawing is changes to the ceiling plan: 1. Add a wood lattice in the office open space 2. Changed the direction of grid in conference room and added a heavy duty grid system with wood panel inserts. 3. Open ceiling to deck in the fire sprinkler room. Tom Huch lqocs1 , =e To: Hans Strayer, Grapevine Building inspector From: Tom Huch EPI Office showroom CM/architect Re: Hanging wood lattice in open office 10/10/16 The wood lattice for the open bull pen area has been installed per the same direction and intent as in the showroom area that supports the hoods. The hood system was drawn and evaluated by the engineer of record and had load points of 62lbs per connection at the top chord of the joist. I have attached two sketches of the lattice work in the open office area for your review and record. The installation included the 3/8" lag bolt connectors, 3/8" all thread with washers and nuts, 1 %2" unistruct or furring channel forms. The overall support from the top chord of the joists has 32 connections for 1,200 lbs which is 37.5 lbs per connection. This is not quite half of what we experienced in the hood support system. Each beam also has a minimum of two 3/8" all thread connections that have been properly washered/bolted. The system installed is the same as previously approved and is half the load per connection. We have installed a system that is safe and secure for this space and load characteristics. Please let me know if you should have any questions n U Project Information Energy Code: Project Title: Project Type: Construction Site: 1903 Stone Myers Parkway Grapevine, TX 75019 Allowed Interior Lighting Power 2012 IECC EPI Kitchen Showroom Alteration Owner/Agent: Designer/Contractor: Peter A. Leptuch, P.E. 1236 Golden Eagle Court Aubrey, TX 940-735-5127 A Area Category B C D Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B X C) 1 -sales floor (Retail:Sales area) 6754 1 .60 10806 Total Allowed Watts = 10806 Proposed Interior Lighting Power A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast B C D E Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. sales floor (Rgtail:Sales area 6754 sa ft ) Linear Fluorescent 1: A: 2x4 lay -in Fluorescent: 48" T8 32W: Electronic: 2 38 96 3648 LED 1: LED PAR 15W: 1 68 14 952 Linear Fluorescent 2: 48" T8 32W: Electronic: 1 23 64 1472 Total Proposed Watts = 6072 Interior Lighting Compliance Statement Compliance Statement. The proposed interior lighting alteration project represented in this document is consistent with the building pians, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2012 IECC requirements in C 11mc ck Ver ion 4 1 and to comply with the mandatory requireme is listed in the Inspection Checklist. PeAr A. . � Name - Title Signature Date` OF i�i\I • PUCH Project Title: EPI Kitchen Showroom Report date: 01/07/16 Data filename: C:\Users\Pete\Dropbox\_(P-2015)\_15.135 EPI Kitchen -Office Space -Grapevine, TX\_15.135 E( Page 1 of 13 Kitchen - Office Space - Grapevine, TX - Comcheck - IECC 2012 (Passing).cck AN 19 ®t at Project Information Energy Code: Project Title: Location: Climate Zone: Project Type: Construction Site: 1903 Stone Myers Parkway Grapevine, TX 75019 Mechanical: Systems List Quantity System Type & Description 2012 IECC EPI Kitchen Showroom Grapevine, Texas 3a Alteration Owner/Agent: Designer/Contractor: Peter A. Leptuch, P.E. 1236 Golden Eagle Court Aubrey, TX 940-735-5127 HVAC System 1 (Single Zone): Heating: 1 each - Duct Furnace (RTU -1,2,3,), Gas, Capacity = 65 kBtu/h Proposed Efficiency = 90.00% Ec, Required Efficiency = 80.00% Ec Cooling: 1 each - Single Package DX Unit, Capacity = 70 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 11.00 EER, Required Efficiency = 11.00 EER Fan System: None HVAC System 4 (Single Zone): Heating: 1 each - Duct Furnace (RTU -4), Gas, Capacity = 59 kBtu/h Proposed Efficiency = 90.00% Ec, Required Efficiency = 80.00% Ec Cooling: 1 each - Single Package DX Unit, Capacity = 105 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 11.20 EER, Required Efficiency = 11.00 EER Fan System: None Water Heater 1: Gas Instantaneous Water Heater, Capacity: 0 gallons, Input Rating: 199 Btu/h w/ Circulation Pump and Heat Trace Tape Installed Proposed Efficiency: 91.00 EF, Required Efficiency: 0.67 EF Mechanical Compliance Statement Compliance Statement: The proposed mechanical alteration project represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.0.1 and to comply with the mandatory requirements listed in the Inspection CUeckiist. , isa,:rari:?.rrarcT.r�!!i"""^�:'!�.:,i!iIJ"1`" Datd °lit. C E Project Title: EPI Kitchen Showroom rw'A'� $- Report date: 01/07/16 Data filename: C:\Users\Pete\Dropbox\_(P-2015)\_15.135 EPI Kitchen - Offi S ace TX\ 15.135 Ef Page 2 of 13 Kitchen - Office Space - Grapevine, TX - Comcheck - IECC 2012 (Pass' cck 1s( COMcheck Software Version 4.0.1 Inspection lis Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 2012 IECC Plan Review Complies? Comments/Assumptions C103,2 Plans, specifications, and/or OComplies [PR2j1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the mechanical ❑Not Applicable systems and equipment and document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. C103.2 Plans, specifications, and/or ❑Complies [PR3j1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the service water ❑Not Applicable heating systems and equipment and document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. C103.2 Plans, specifications, and/or ❑Complies [PR411 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the interior lighting and electrical systems and equipment nNot Applicable and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. Additional Comments/Assumptions: IT High Impact (Tier 1) �2 Medium Impact (Tier 2)� 3 1Low Impact (Tier 3) Project Title: EPI Kitchen Showroom Report date: 01/07/16 Data filename: C:\Users\Pete\Dropbox\_(P-2015)\ 15.135 EPI Kitchen -Office Space- Grapevine, TXi 15.135 EF Page 3 of 13 Kitchen - Office Space - Grapevine, TX - Comcheck - IECC 2012 (Passing).cck 2 IECCJ Footing / Foundation Inspection i Complies? i Comments/Assumptions C403.2.4. Freeze protection and snow/ice ❑Complies 5 melting system sensors for future ❑Does Not [FOg]3 connection to controls. phot Observable ❑Not Applicable Additional Comments/Assumptions: 1 IHigh Impact (Tier 1)4- 2 Medium Impact (Tier 2) 3 1 Low impact (Tier 3) Project Title: EPI Kitchen Showroom Report date: 01/07/16 Data filename: C:\Users\Pete\Dropbox\_(P-2015)\_15.135 EPI Kitchen - Office Space - Grapevine, TX\ 15.135 El Page 4 of 13 Kitchen - Office Space - Grapevine, TX - Comcheck - IECC 2012 (Passing).cck Plumbing Rough -in Inspection I Complies? I Comments/Assumptions C404.4 Automatic time switches installed to UComplies [PL31' automatically switch off the E]Does Not recirculating hot-water system or heat E]Not Observable trace. ONot Applicable Additional Comments/Assumptions: L1_High Impact (Tier 1) 2 1 Medium Impact (Tier' 2) 3 Low Impact (Tier 3) Project Title: EPI Kitchen Showroom Report date: 01/07/16 Data filename: C:\Users\Pete\Dropbox\—(P-2015)\-15.135 EPI Kitchen - Office Space - Grapevine, TX\ -15.135 Ef Page 5 of 13 Kitchen - Office Space - Grapevine, TX - Comcheck - IECC 2012 (Passing).cck Soctio, n ] * Mechanical Rough -in : Plans Verified Field Verified Complies? Comments/Assumptions ) Inspection Value Valui:e C403,2,3 HVAC equipment efficiency Efficiency:_ Efficiency:_ ElComplies See the Mechanical Systems list [ME55]2 verified. ElDoes Not for values, E]Not Observable E]Not Applicable C403,2.5. Demand control ventilation OComplies 1 provided for spaces >500 ft2 and []Does Not [ME5911 >25 people/1000 ft2 occupant []Not Observable density and served by systems with air side economizer, auto E]Not Applicable modulating outside air damper control, or design airflow >3,000 C403.23 HVAC ducts and plenums R- R- ElComplies [ME60]2 insulated. Where ducts or 0Does Not plenums are installed in or under nNot Observable a slab, verification may need to occur during Foundation nNot Applicable C403.2,8. Piping insulation exposed to ElComplies 1 weather is protected from DDoes Not [ME7]3 damage (due to sun, moisture, []Not Observable 'E40i2,8 wind, etc.), E]Not Applicable Thermally ineffective panel DComplies [ME41]3 surfaces of sensible heating E]Does Not panels have insulation >= R-3.5. E]Not Observable E]Not Applicable C403.2.7 Ducts and plenums sealed based ncomplies [MEJO)2 on static pressure and location. ODoes Not E]Not Observable E]Not Applicable C403.2.7. Ductwork operating >3 in. water OComplies L3 column requires air leakage []Does Not [ME1113 testing. EJNot Observable E]Not Applicable C4032,7. Ductwork operating >3 in. water ElComplies 1.3 column requires air leakage E]Does Not [ME11J3 testing. nNot Observable E]Not Applicable C403.3.1, Air economizers provided where OComplies C403.3.1. required, meet the requirements E]Does Not 1 [ME62]1 for design capacity, control signal, ventilation controls, high- E]Not Observable limit shut-off, integrated ONot Applicable economizer control, and provide a means to relieve excess outside air during operation. C403.3.1, Air economizers provided where OComplies C403.3.1. required, meet the requirements E]Does Not 1 for design capacity, control [ME62]1 signal, ventilation controls, high- nNot Observable limit shut-off, integrated ONot Applicable economizer control, and provide a means to relieve excess outside air during operation. C408.2.2. Air outlets and zone terminal nComplies 1 devices have means for air FlDoes Not [ME53]3 balancing. E)Not Observable ONot Applicable 2TI�eclium Impact (Tier 2) 3 Low Impact (Tier 3) Impact (Tier 1) Project Enmt��nsoo�mom ` � Report date: 01107/16 Data filename: C:\use,$peue\o b 35EP|0tchen-office5pace-Gopevine'TxLz5.I35e page 6 o 13 Kitchen 'Office Space Grapevine, TX'Comcheck-|sc[2OlZ(Passing).ock TSe—ct—io—nF—Mechanical Rough -in Plans Verified �Field �Verlfied Complies? C:0m:PI1:e5:?T AD Inspection Value Value C403.4.2 VAV fan motors >=7.5 hp to be SU E] VSD FIComplies [ME66]2 driven by variable s eed drive, Vane axial Vane axial E]Does Not have a vane -axial fan with fan fan []Not Observable variable pitch blades, or have Other E] Other nNot Applicable controls to limit fan motor C403.4,2 VAV fan motors >=7.5 hp to be [ME66]2 driven by variable speed drive, Vane axial E] Vane axial FIDoes Not have a vane -axial fan with fan fan E]Not Observable variable pitch blades, or have E] Other 0 Other ONot Applicable controls to limit fan motor C403.4.2 VAV fan motors >=7.5 hp to be [:] VSD n VSD ElComplies [ME66]2 driven by variable speed drive, E] Vane axial Vane axial []Does Not have a vane -axial fan with fan fan E]Not Observable variable pitch blades, or have M Other F1 Other E]Not Applicable controls to limit fan motor C403.2.6 Exhaust air energy recovery on OComplies (ME5711 systems meeting Table C403.2.6 FlDoes Not E]Not Observable 'E]Not Applicable C403.2.11 Unenclosed spaces that are [ME71]2 heated use only radiant heat. EDoes Not ONot Observable E]Not Applicable C403,4,7 Hot gas bypass limited to: <=240 OComplies E]Not Observable ONot Applicable C403.4.7 Hot gas bypass limited to: <=240 ElComplies E]Not Observable ONot Applicable Additional Comments/Assumptions: I I High Impact (Tier 1 2 1 Medium Impact (Tier 2) 3 1 Low Impact �(�-rier3) Project Tule: Bq Kitchen sxnwrmxn Report date: 01/07/ 16 Data filename: 20 5 Kitchen Office Space ' Grapevine, TXLI5.I35B Page 7 o 13 2012 IETCCRough-in Electrical Inspection I Complies?' T Comments/Assumptions C405.2.2. Automatic controls to shut off all 13Complies 1 building lighting installed in all []Does Not [EL22]2 buildings. E]Not Observable E]Not Applicable C405.2.1. Independent lighting controls installed OComplies 1 per approved lighting plans and all RDoes Not [EL23]2 manual controls readily accessible and E]Not Observable visible to occupants. R"N-o,t Applicable C405.2.1. Lighting controls installed to uniformly ElComplies 2 reduce the lighting load by at least ODoes Not [EL15]1 50%. RNot Observable E]Not Applicable C405.2.2. Daylight zones provided with ElComplies 3 individual controls that control the E]Does Not [EL16]2 lights independent of general area []Not Observable lighting. ONot Applicable C405.2.3 Sleeping units have at least one ElComplies [EL17]3 master switch at the main entry door DDoes Not that controls wired luminaires and E]Not Observable switched receptacles. s E)Not Applicable C405.2.2. Occupancy sensors installed in DComplies 2 required spaces. E]Does Not [EL18]1 ONot Observable E]Not Applicable C405.2.2. Primary sidelighted areas are OComplies 3 equipped with required lighting []Does Not [EL20]1 controls. []Not Observable E]Not Applicable C405.2.2. Enclosed spaces with daylight area Elcomplies 3 under skylights and rooftop monitors ElDoes Not [EL21]1 are equipped with required lighting E]Not Observable controls. E]Not Applicable C405.2.3 Separate lighting control devices for OComplies [EL4]1 specific uses installed per approved ElDoes Not lighting plans. E]Not Observable ONot Applicable C4053 Fluorescent luminaires with odd ElComplies (EL19]3 numbered lamp configurations that RDoes Not are with 10 feet center to center (if E]Not Observable recess mounted) or are within 1 foot edge to edge (if pendant or surface E]Not Applicable mounted) shall be tandem wired. C405.4 Exit signs do not exceed 5 watts per ElComplies [EL6]1 face. E]Does Not []Not Observable E]Not Applicable C405.2.3 Additional interior lighting power ElComplies [EL8J1 allowed for special functions per the Eboes Not approved lighting plans and is automatically controlled and RNot Observable separated from general lighting. FlNot Applicable Additional Comments/Assumptions: 1 `High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: EPI Kitchen Showroom Report date; 01107/16 Data filename: C:\Users\Pete\Dropbox\-(P-2015)\_15.135 EPI Kitchen -Office Space- Grapevine, TX\ -15.135 Ef Page 8 of 13 Kitchen - Office Space - Grapevine, TX - Comcheck - IECC 2012 (Passing).cck 1 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) I 3Jtoi!_Impact(Tier 3) Project Title: EPI Kitchen Showroom Report date: 01/07/16 Data filename: C:\Users\Pete\Dropbox�(P-2015)\_15.135 EPI Kitchen - Office Space - Grapevine, TX\ -15.135 EF Page 9 of 13 Kitchen - Office Space - Grapevine, TX - Comcheck - IECC 2012 (Passing).cck 2012 IECC� Final Inspection Complies? Comments/Assumptions C403.2.4 Heating and cooling to each zone is ElComplies 2 controlled by a thermostat control. E]Does Not [F147]3 Minimum one humidity control device E]Not Observable per installed hum idification/dehumidification FINot Applicable C403.2.4, Heating and cooling to each zone is OComplies 2 controlled by a thermostat control. ElDoes Not [F147)3 Minimum one humidity control device E]Not Observable per installed C4012.4 Thermostatic controls have a 5 'F ElComplies [F1381:1 [:]Not Observable E]Not Applicable C403.2.4. Temperature controls have setpoint ElComplies 2 overlap restrictions, E]Does Not [F120]3 ONot Observable E]Not Applicable C403.2.4. Each zone equipped with setback Ekomplies 3 controls using automatic time clock or ElDoes Not [F139)3 programmable control system. E]Not Observable E]Not Applicable C403.2A. Automatic Controls: Setback to 55'F OComplies 3 (heat) and 85*F (cool); 7 -day clock, 2- E]Does Not [F140]3 hour occupant override, 10 -hour FINot Observable backup E]Not Applicable C408.2.5, Furnished HVAC as -built drawings ElComplies 1 submitted within 90 days of system E]Does Not [F1713 acceptance. E]Not Observable E]Not Applicable C303.3,C4 Furnished O&M manuals for HVAC []Complies 08.2.5.3 systems within 90 days of system DDoes Not [FI8]3 acceptance. ONot Observable ONot Applicable C408.2.5 An air and/or hydronic system ElComplies 3 balancing report is provided for HVAC E]Does Not [F14311 systems. E]Not Observable E]Not Applicable C408.2.3. HVAC control systems have been [kornplies 2 tested to ensure proper operation, E]Does Not [FI10]1 calibration and adjustment of controls. E]Not Observable E]Not Applicable C404.3 Public lavatory faucet water ElComplies [FI11]3 temperature <=110'F. E]Does Not []Not Observable E]Not Applicable C404.5 All piping in circulating system ElComplies [F125]2 insulated E]Does Not E]Not Observable E]Not Applicable Data filename Space - Grapevine, TxLI5.135B Page 10u[ 13 111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) "1 Project Title: EPI Kitchen Showroom Report date: 01x07/16 Data filename: C:\Users\Pete\D Space - Grapevine, Txl15.I35Ef Page 11 of l] Kitchen officeSpace-srapevine'Tx comchecx !eCCanza(passin8).cck Final Inspection Complies? Comments/Assumptions C404.5 All heat traced or externally heated ElComplies [F146]2 piping insulated E]Does Not E]Not Observable E]Not Applicable C404.6 Controls are installed that limit the Elcomplies [FI12]3 operation of a recirculation pump E]Does Not installed to maintain temperature of a E]Not Observable storage tank. E]Not Applicable C4012.2 HVAC systems and equipment ElComplies [F12713 capacity does not exceed calculated E]Does Not loads. nNot Observable E]Not Applicable C408.2.5, Furnished as -built drawings for Elcomplies 1 electric power systems within 30 days ElDoes Not [FI16]3 of system acceptance. [-)Not Observable E]Not Applicable C303.3,C4 Furnished O&M instructions for ElComplies 08.2.5.2 systems and equipment to the E)Does Not [FI17]3 building owner or designated FINot Observable representative. E]Not Applicable C405.5.2 Interior installed lamp and fixture ElComplies See the Interior Lighting fixture schedule for values. [FI1811 lighting power is consistent with what FlDoes Not is shown on the approved lighting plans, demonstrating proposed watts E]Not Applicable are less than or equal to allowed C408,2.1 Commissioning plan developed by OComplies [F12811 registered design professional or E]Does Not approved agency. E]Not Observable E]Not Applicable C408.2.4 Preliminary commissioning report ElComplies [F12911 completed and certified by registered ElDoes Not design professional or approved E]Not Observable agency. E]Not Applicable C408.2.5 Final commissioning report due to ElComplies 4 building owner within 90 days of E]Does Not [F130]1 receipt of certificate of occupancy. E]Not Observable E]Not Applicable C408.2.3. HVAC equipment has been tested to ElComplies 1 ensure proper operation. FIDoes Not E]Not Applicable C408.2.3. Economizers have been tested to OComplies 3 ensure proper operation. E]Does Not [F13211 E]Not Observable ONot Applicable C408.3 Lighting systems have been tested to OComplies [F13311 ensure proper calibration, adjustment, DDoes Not programming, and operation. E]Not Observable E]Not Applicable 111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) "1 Project Title: EPI Kitchen Showroom Report date: 01x07/16 Data filename: C:\Users\Pete\D Space - Grapevine, Txl15.I35Ef Page 11 of l] Kitchen officeSpace-srapevine'Tx comchecx !eCCanza(passin8).cck 2012 IECCJ Final Inspection Complies? Comments/Assumptions C406 Efficient HVAC performance, efficient OComplies [F134]1 lighting system, or on-site supply of E]Does Not renewable energy consistent with E]Not Observable what is shown the approved plans. E]Not Applicable Additional Comments/Assumptions: 11 1H.igh Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 Tc�w Impact (Tier 3) Project Title: EPI Kitchen Showroom Report date: 01m7/16 Data filename: [:\users\ etc\o Space -Grapevine, TX\ -15.135 B Pane zZ of 13 Kitchen Office Space - Grapevine, Tx-[umcheck |scc2ozo(passing).ock Project Title: EPI Kitchen Showroom Report date: 01/07/16 Data filename: C:\Users\Pete\Dropbox\-(P-2015)\-15.135 EPI Kitchen - Office Space - Grapevine, TX\-15.135 El Page 13 of 13 Kitchen - Office Space - Grapevine, TX - Comcheck - IECC 2012 (Passing).cck P.O Box 2472 Burleson, TX 76097 817-726-5456 bkhinsgection(aamail.com www.bkhinspectionservices.com Client: Branch Iron Works Project: EPI Kitchen Services: Visual Inspection Drawings Utilized: Locations and Items Inspected: Discrepancies/Comments: REPORT OF STRUCTURAL STEEL INSPECTION Report No.: Project No.: Date of Service: Purchase Order No.: Page Contract Documents. SS19406 05-23-2016 & 05-24-2016 of EPI Kitchen column C1 (5 Pcs.) Drawing 1 column base plate and cap plate welded connections. I. 05-23-2016 A) No Welder Qualification Test Records on site at the time of this inspection. -Non -Compliant B) Column C 1 (5 Pcs) column cap plate and base plate have welds with excessive undercut, excessive concavity and undersize welds. -Non -Compliant II. 05-24-2016 A) The Welder Qualification Test Records were received and appear to be acceptable per the contract documents. This clears item I (A) from this report. -Compliant B) Column C1 (5 pcs) cap plate and base plate welded connections have been corrected and appear to be visually acceptable per the contract documents and A.W.S. D1.1 Standards. This clears item I (B) from this report. - Compliant N�al) CWI #97041661 Technician/ Inspectors Signature CWI #97041661 BKH Inspection Services, LLC. Limitations: The test results herein were prepared based upon the specific samples provided for testing. 'A e assume no responsibility for variation in quality (composition, appearance, performance, etc.) or any other feature of similar subject matter prodded by persons or conditions over which we hate no control, this document is not a warranty or guaranty of the components inspected, it is intended to provide information as to the components inspected. 1HR ARCH TECTS &ENG�NEERS June 21, 2016 Mr. James Mathis CPMR, CFSP Equipment Preference Inc. 1800 E. Highway 114, Suite 102 Southlake, TX 76092 Re EPI Kitchen Structure 1905 Stone Myers Parkway, Grapevine, TX, 75019 Project Reference # 215041 Statement on Contract_ Sheets Dear Mr. James Mathis: This letter states that, for the structural wood framing members called on sheet S101, section 8.1, grade no. 2 may be used for the wood studs. Furthermore, under section 9.4, the interior sill plates may be fastened by Hilti Powder Actuated Standard Fastener, X-C 22 PBTH, shank diameter 0. 138 in, or equivalent. Installation shall be per manufacturer's instructions. Respectfully, Roman Okelo, Ph.D., P.E. Sr. Structural Engineer Project Manager BR Architects & Engineers BR Architects & Engineers F-7759 aF 4-1 o 291MMKYA .1*% 104740 6-21-16 BR CHITECTS, Inc. 2007 N. Collins Blvd., Suite 507 e Richardson, Texas 75080 e P (972) 235-9308 e F (972) 235-9388 tph consultants pllc Richardson, Tx Date= June 20, 2016 To: Allen Hunt, City of Grapevine Building inspection department From: Tom Huch Re: _1905 Stone Meyers Parkway EPI office showroom project The structural drawings call out for Fire rated treated wood (FRTW) at the walls, structural members and roof decking. The building is type VB with sprinkler protection, and as the architect, I am requesting the plans be recognized as not having any requirement for the use of FRTW. Please allow this letter as a formal request to have the city agree to the change without having all the plans being redrawn. Please let me know if there is any more information needed for this request and thanks again for the patience on this adjustment. Tom Huch Architect 214 695 8761 , M - v tDh consultants pue Richardson, -Tx IMM The structural drawings call out for Fire rated treated wood (FRTW) at the walls, structural members and roof decking. The building is «»,» t with sprinkler protection, and as the architect, I am requesting the plans be recognized as not having any requirement for the use of FRTW. Please allow this letter as a formal request to have the city agree to the change without having all the plans being redrawn. Please let me know if there is any more information needed for this request and thanks again for the patience on this adjustment. W M- M �-2 4k, ���� �°� ,�// e ARCH TECTS &ETNEERS September 2, 2016 Mr. Tom Huch c/o Mr. James Mathis Equipment Preference Inc. 1800 E. Highway 114, Suite 102 Southlake, TX 76092 Re: EPI Kitchen Structure - Unistrut Structural Support for the Hood Lot 4, Block 1 The Gatehouse in Grapevine Building B Grapevine, TX Project Reference # 215041 Dear Mr. Tom Huch: BR Architects and Engineers (BRAE) was retained to review and provide a letter regarding the unistrut structural support system for the hood in the EPI Kitchen building in Grapevine, TX, which is currently under construction. In conjunction with this review, the following was carried out: site visit on 9/01/16; review of the construction documents provided by the client, and checking the employed unistrut members, fittings and accessories for structural conformance with the code requirements. The reference documents for this review include, the American Iron and Steel Institute (AISI, 2001) Specifications, North American Specification for the Design of Cold -Formed Steel Structural Members; American Society for Testing and Materials (ASTM), UNISTRUT Design Charts and Tables, and the American Forest $ Paper Association, ANSI/AF&PA NDS -2005, National Design Specification for Wood Construction, 2005. Basically, as shown on the right, about the center on Fig. 1, the hood covers an area of about 22'x4'. The roof framing truss members within the area are designated as Type B (2x6, top chord, 2x4, bottom chord and web), SYP, #2, with the corresponding analysis and design sheet (by Rushin Truss) as presented in Fig. 2. Figures 3 to 5, illustrate the installed hood and the unistrut system, including the fastening to the truss top chords. Furthermore, a sketch of the unistrut grid system is shown in Fig. 6. The weight of the hood is 1500 lbs. The unistrut framing system is composed of 3/8" dia. steel threaded rods, P5500 channels, '/2 " dia. bolts, and other accessories. Based on the assumption that the total weight of the hood of 1500 lbs, and that it is carried by 12 trusses, (see Figs. 1 and 6), with two threaded rods attached to each truss, the maximum load in the rods is about 62.5 lbs. Thus, 62.5 lbs is used to evaluate the unistrut grid system. BR ARCHITECT'S, Inc. 2007 N. Collins Blvd., Suite 507 m Richardson, Texas 75080 9 P (972) 235-9308 ® F(972)235-9388 EPI Kitchen Structural Review of Hood Support BRAE #215041 The Gatehouse in Grapevine Building B, Grapevine, TX September 2, 2016 Page 2 of 12 The attached sheet from UNISTRUT, Fig. 7, shows that the load carrying capacity of threaded hot rolled steel rod, conforming to ASTM A575 and A576 of 3/8 in. dia. is 610 lbs; which is far more than the 62.5 lbs to which the rod is subjected. Furthermore, with a cross-sectional area of 0.068 sq. in., the yield strength is also more than the applied load. The shear capacity of the ;h " dia. bolt, which is used to attach the threaded rod to the top chord of the wood truss is adequate. Thus, the used rod and upper connection to the roof truss seems to be safe. As regards the P5500 (12 GA) unistrut channel, as shown in Figs. 8 to 10, the maximum allowable uniform load 1090 lbs, for a span length of 72 in. is provided; which is about 70% of the total weight of the hood. The allowable moment is 9830 in -lbs; which is more than the moment due to the applied load. Therefore, these allowable values indicate that the selected channel may be safe. Finally, the truss analysis loads shown in Fig. 2, include two point loads of 200 lbs at each joint, which is more than 3 times the load from the unistrut threaded rods. Furthermore, the selected wood sections seem to have adequate. Thus, it may be concluded that, the installed unistrut support system provides a safe attachment of the hood to the structural truss members. Respectfully, BR Architects & Engineers F-7759 t? F TF 'I 6 * .* ROMAN ©KELQ f............................... Roman Okelo, Ph.D., P.E. ft10q70s Sr. Structural Engineer•.<�c��s�°,"°;�``° Project Manager tat -61,aN nni V�6N BR Architects & Engineers OWN BR ARCHITECTS, Inc. 2007 N. Collins Blvd., Suite 507 e Richardson, Texas 75080 ® P(972)235-9308 ® F(972)235-9388 EPI Kitchen Structural Review of Hood Support The Gatehouse in Grapevine Building B, Grapevine, TX September 2, 2016 Page 3 of 12 NW.M.'"MI I'm RUSHN TRUSS LTD. -7 f IBVIL -0 i U g" ' 1� Ar E• SS,fq,')I; K4.- bAiE it 4 J,Q jr Q, J— j! T HG '9 7'! n 4-d t !if WMKI��M- BR ARCHITECTS, Inc. 2007 N. Collins Blvd., Suite 507 e Richardson, Texas 75080 e P(972)235-9308 ® F(972)235-9388 EPI Kitchen Structural Review of Hood Support The Gatehouse in Grapevine Building B, Grapevine, TX September 2, 2016 Page 4 of 12 BRAE #215041 Ruthin Truss Truss: b 15590 CR 543 Na vada , FX 75 171 [)"DAA N' D -v t?�Arn toll 'AN Pilot CITY 1."111 1 1, , f R V) N' SVM ING !i 0 1 '111 Y 2 V -X 1;A 12 14 A, AT i� 11 (AA 1) 041 A) 1 (9811" P It 4SA0 Al It AD 10 ID" 4 2t-911 A Reaction SUIVII"ary 07/0 Ti —11,0-6, IX 26 [1,, 141#n ,A U 1H It, Material Summary Bracing Summary �2 IF fi,"mg 11—""t,"I",'N(Aj—� , litB- "V Y-11110" A,) I! I.1- i, 1, 22 It S'A 11 4 loads Summary k.,R IV) I IF 'I, iO^ I.1} W. [EA(j IDNO"4'.' 111— itt), 1""'0 U46, DAD' 7S 11 fi-,. 1 11.1 1!—. -' A[ ,I -w -t, 1), It I OF 1—'IN-g".. ..... 4",—NOID '14" 21K) it, onber 1 orees'U"Ifflally 1,11—j -d" Iv,." 1 AT- AlA. 1�11 �,Fll 1 11 A Y, A . I Notes: A 'Ii- Wd ' 'W"" A, 41- "t", aI, '—D—k� r6—'l, 'jJ- '� I., N"D Ix-, ( qI.F'-q ' ,,, -c 4. 1)x6,41 M". wq�,ij I- I Pj 1, 2rxj 71 Itirk, I "'di A. :-I' 141) "Iii"d tt 0 A, ux'k, IR ",Vc, 'h' 11 1s' 'i"ifcd t!' .... I rx.htig ATNll— O'Q I ,,wrAl PRODUCTS, LkA 1 -92,64 ,I :It l%iARtRI�1 VINA, IIANiN IM , I i! i C AAR l',IIAI I IM, ",A 1111 Y, RNU) I fol !III% :tit TIN ik! INSINT'( It 0 !(') Nt r, rAT I",IFi",ftt'"I NN"1i);ATU h Vit):; -SI A11AAMIN 1111 1AJA Mi Nit MIODLMDIS11,NNOI,, N,%t IONIM MMXII I'ANI, Moh"duo' NVAII MUI � OM IVilI IM'�RI AN ;S1 FIT ,A,,, Vii IOONF YMM 4A MIT Z Nit IM t (INNU A0111 ART 1:"f 1), Fig. 2. Roof Truss Design (Rushin Truss) BR ARcffffECTS, Inc. 2007 N. Collins Blvd., Suite 507 9 Richardson, Texas 75080 e P (972) 235-9308 9 F(972)235-9388 h 12 '11 Loading, "PIT) 'y CS1 S "I rnary Deflection tj (10c) Alltmed ,A A ITT, �40) 1, 11 1', � 1 '�! %,,1'11, t UT A I IF( OM�' 0, \AII I A I AM [,A 1'E' '1'(: It'j, IN 1. N, " 5644 IN 11", 11 it AAA 111, A 4J Reaction SUIVII"ary 07/0 Ti —11,0-6, IX 26 [1,, 141#n ,A U 1H It, Material Summary Bracing Summary �2 IF fi,"mg 11—""t,"I",'N(Aj—� , litB- "V Y-11110" A,) I! I.1- i, 1, 22 It S'A 11 4 loads Summary k.,R IV) I IF 'I, iO^ I.1} W. [EA(j IDNO"4'.' 111— itt), 1""'0 U46, DAD' 7S 11 fi-,. 1 11.1 1!—. -' A[ ,I -w -t, 1), It I OF 1—'IN-g".. ..... 4",—NOID '14" 21K) it, onber 1 orees'U"Ifflally 1,11—j -d" Iv,." 1 AT- AlA. 1�11 �,Fll 1 11 A Y, A . I Notes: A 'Ii- Wd ' 'W"" A, 41- "t", aI, '—D—k� r6—'l, 'jJ- '� I., N"D Ix-, ( qI.F'-q ' ,,, -c 4. 1)x6,41 M". wq�,ij I- I Pj 1, 2rxj 71 Itirk, I "'di A. :-I' 141) "Iii"d tt 0 A, ux'k, IR ",Vc, 'h' 11 1s' 'i"ifcd t!' .... I rx.htig ATNll— O'Q I ,,wrAl PRODUCTS, LkA 1 -92,64 ,I :It l%iARtRI�1 VINA, IIANiN IM , I i! i C AAR l',IIAI I IM, ",A 1111 Y, RNU) I fol !III% :tit TIN ik! INSINT'( It 0 !(') Nt r, rAT I",IFi",ftt'"I NN"1i);ATU h Vit):; -SI A11AAMIN 1111 1AJA Mi Nit MIODLMDIS11,NNOI,, N,%t IONIM MMXII I'ANI, Moh"duo' NVAII MUI � OM IVilI IM'�RI AN ;S1 FIT ,A,,, Vii IOONF YMM 4A MIT Z Nit IM t (INNU A0111 ART 1:"f 1), Fig. 2. Roof Truss Design (Rushin Truss) BR ARcffffECTS, Inc. 2007 N. Collins Blvd., Suite 507 9 Richardson, Texas 75080 e P (972) 235-9308 9 F(972)235-9388 Loading, "PIT) (""Cri" CS1 S "I rnary Deflection tj (10c) Alltmed ,A A ITT, �40) 1, 11 1', � 1 '�! %,,1'11, t UT 11�1 , I IF( OM�' 0, \AII I A I AM [,A 1'E' '1'(: It'j, IN 1. N, " 5644 IN 11", 11 it AAA 111, F w I", D 0 1 1 Reaction SUIVII"ary 07/0 Ti —11,0-6, IX 26 [1,, 141#n ,A U 1H It, Material Summary Bracing Summary �2 IF fi,"mg 11—""t,"I",'N(Aj—� , litB- "V Y-11110" A,) I! I.1- i, 1, 22 It S'A 11 4 loads Summary k.,R IV) I IF 'I, iO^ I.1} W. [EA(j IDNO"4'.' 111— itt), 1""'0 U46, DAD' 7S 11 fi-,. 1 11.1 1!—. -' A[ ,I -w -t, 1), It I OF 1—'IN-g".. ..... 4",—NOID '14" 21K) it, onber 1 orees'U"Ifflally 1,11—j -d" Iv,." 1 AT- AlA. 1�11 �,Fll 1 11 A Y, A . I Notes: A 'Ii- Wd ' 'W"" A, 41- "t", aI, '—D—k� r6—'l, 'jJ- '� I., N"D Ix-, ( qI.F'-q ' ,,, -c 4. 1)x6,41 M". wq�,ij I- I Pj 1, 2rxj 71 Itirk, I "'di A. :-I' 141) "Iii"d tt 0 A, ux'k, IR ",Vc, 'h' 11 1s' 'i"ifcd t!' .... I rx.htig ATNll— O'Q I ,,wrAl PRODUCTS, LkA 1 -92,64 ,I :It l%iARtRI�1 VINA, IIANiN IM , I i! i C AAR l',IIAI I IM, ",A 1111 Y, RNU) I fol !III% :tit TIN ik! INSINT'( It 0 !(') Nt r, rAT I",IFi",ftt'"I NN"1i);ATU h Vit):; -SI A11AAMIN 1111 1AJA Mi Nit MIODLMDIS11,NNOI,, N,%t IONIM MMXII I'ANI, Moh"duo' NVAII MUI � OM IVilI IM'�RI AN ;S1 FIT ,A,,, Vii IOONF YMM 4A MIT Z Nit IM t (INNU A0111 ART 1:"f 1), Fig. 2. Roof Truss Design (Rushin Truss) BR ARcffffECTS, Inc. 2007 N. Collins Blvd., Suite 507 9 Richardson, Texas 75080 e P (972) 235-9308 9 F(972)235-9388 • Ll Irl Yl 01 C CL m I Q-, rr-�, jC) loo lk-?�7 One °m c�����ect���n for all your util� needs The CaptiveAire Utility Distribution System (UDS) is designed to meet all electrical and plumbing requirements for your kitchen appliances. A two compartment raceway houses the plumbing and electrical connections needed to meet your specific application. � WD|: Island configuration with equipment connections on both sidets, � WDW: Wall mounted with equipment connections onone side only Key Advantages The Utility Distribution System allows greater flexibility over conventional utility connections and offers a cost-effective way to replace the custom designed wall built hycontractors. Additional capacity for new equipment ioprovided with spa, ne connection points built into the unit. Adding or changing equipment requires minimal eforL Al Electrical Riser: Main power connection is made to the main circuit breaker which has a shunt trip and is mounted in the electrical riser. A- Bus bar systems: Electrical power is fed through the main circuit breaker to the bus bar system in the raceway.Each appliance is fed from the bus bar through individually sized circuit breakers located along the raceway, � VVisystems: Electrical power is fed through a main circuit breaker to a distribution panel which contains individual branch breakers. Each appliance is fed frorn the individual breakers which are wired to each receptacle located along the raceway. )01 Plumbing Riser: The plumbing riser houses manual (quarter -turn) shut-off Valves for each incoming main supply line located in the UDS, The plumbing manifolds are provided with stub -outs along the raceway for the individual plumbing connections. Each stub -out isequipped with amanual (quener-iom) shut-off valve, * Expandability: All plumbing manifolds are provided with multiple plumbing stubs for future use. All electrical systems are designed for additional capacity for future expansion or upgrade of connected appliances, * Bus Bar Systems: Individual circuit breakers mounted air interchangeable plates for ease of service and relocation, Wireway: Electrical distribution panel located in the riser is equipped with branch circuit breakers and sized for expansion, )I- Serviceability and Accessibility: Lift out doors provide easy access to risers without moving cooking equipment. Removable panels provided along the length of the raceway allow access to either plumbing or electrical compartments. * Electric Outlook and Cord Sets: All outlets are provided with moisture resistant covers and have been sized per NEMA standards. Each is supplied with a matching cord and plug set if these are riot already supplied by the equipment manufacturer. Twist -lock sets are standard with the model UDL Straight blade sets are standard with the model UDW, * Main Disconnect: One point disconnect through a main circuit breaker equipped with a 120 VAC rated shunt trip provided in the riser. * Gas Solenoid Valve: Electrical or Mechanical. Electrical valves provided with a manual reset button, * Shunt Trip: Provided with each main breaker. * Appliance Protection: Each electrical outlet connection is protected with an individual circuit breaker. * Dual Convenience Outlets: Located at each riser with integral ground fault protection, I$. Fire/Fuel Shutoff: In compliance with NFPA 96, terminal connection points provided for field wiring to the fire protection system to shut off fuel sources and power in tire event of a fire. * CAD: Gustornized CAD Drawings Provided * Remote Status Indicator Panel: Lighted panel indicates status of breakers in wireway system. N, Electric Outlets & Cord Sets: Watc,,r tight pin and sleeve outlets and cords, • Light & Fan Switches: located in riser, • Hood Control Panel: built into riser, • Ground Fault Protection ). Prison Package sBumper Strips * Emergency Kill Switch: Single point shutdown of electrical power and electrical gas valves, * Swivel Connectors: for gas equipment. * Plumbing Fixtures: Pre -plumbed arid installed faucets, mixing valves, hose reels. 1* Cable Restraints: Available for mobile equipment. A. Hinged Doors: for internal access to risers. * Temperature/Pressure Gauges: for hot/cold water main. Bus Bar Systems: The electrical raceway shall be a four (4) conductor copper bus bar system having balanced load and phases and shall be Gomplc',)tely isolated from the plumbing supply manifolds. Point of use circuit breaker!, shall be mounted on connection plates which are located on the peaked top o of the raceway and protected by a water proof stainless steel hinged cover. The breakers shall be easily accessible to the operator. The connection plates shall be easily interchangeable with spare blank plates which shall be provided for future expansion or changes. A main circuit breaker with a built-in 120 VAG rated shunt trip shall be furnished in the electrical riser and require a single point incoming connection. Terminal block connections shall be provided for field interconnection between the shunt trip arid the fire protection system for power shut-off in the event of as fire. Wireway Systems: The electrical systern shall consist of a rnain circuit breaker which feeds power to a distribution panel located in the electrical riser containing individual branch breakers. Each appliance is fed from the individual breakers which are wired to each receptacle located along the raceway and shall be COrnpletely Isolated from the plumbing supply manifolds. The main circuit breaker shall be equipped with a built-in '120 VAC rated shunt trip and shall be located in the electrical riser requiring a single point incoming connection. Terrifinal block connections shall be provided for field interconnection between the shunt trip and the fire protection system for power shut-off ,11 the evc,'rit of a fire. All outlets shall be equipped with grounding type receptacles having specific NEMA polarized COVIfigUrations and located on the under side (Model UDI) or front side (Model UDW) of the raceway at each equipment location. Outlets are matched to the cord arid PlUq sets sripplied With eqUipirient. On 'the Model UDI, twist lock cord and plug sots are provided for equipment Supplied without cords. On the Model UDW, straight blade cord and plug sets are provided for equipment. supplied without cords, Main Circuit Breaker: 15 to 600 Ampere, 1 or 3 phase 120, 208, or 480 VAC Systema Branch Circuit Breaker: 15 to 100 Ampere, 1 or 3 phase 120, 208, of 408 VAC Systern the plumbing conipartments4rail be completely isolated from the electrical with all piping labeled. Hot and cold water and steam supply and return rnanifolds shall be insulated. All incoming service connections shall be provided with 1/4 shut -Off valve. Each branch connection shall be provided with 114 shut-off valve, color coded, arid located at each equipirrent location. Color coded quick disconnect hoses are provided for connection to equipment. Hot and cold water piping, including branch connections, shall be type "L" copper tubing. All fittings will be copper sweat soldered (95-5 type), Gas and steam piping, including branch connections, shall be threaded black iron. There shall be a drip tee on the incoming gas end. The gas manifold shall be furnished with either an electrical or mechanical gas valve which shall be field interlocked with the fire protection system to shut off fuel sources in the event of a fire. Electrical gas valves shall be furnished with a manual gas reset button located in tire UDS riser. Gas manifolds are sized for an inlet pressure of 7" WC for natural gas or 'I I" WC for LID. All plumbing components are UL, AGA and MA approved Manifold (single or looped): 3,14" to 3" IPS 1/4 turn manual shut-oti'valve on manifold Quick disconnect hoses: 114" to 1-114", up to 0' long Quick disconnect fittings: 114" to 1-1;4" with 1/4 shut-offvalves Manifold: 314" to 1" IPS 114 turn manual shut-off Valve on manifold Quick disconnect hoses: 1,14" to 1", tip to 61 long Quick disconnect fittings: 114" to I" with V4 shut-off valves Steam Supply/Steam Return Steam Manifold: 3/4" to 3" IPS Condensate Return Manifold: 3/4" to T' IPS 1/4 turn Manual valves on manifolds Quick disconnect hoses: 1/4" to 1-1,A", up to 0` lona Quick disconnect fittings: 1/4" to 1-114" with 114 shut-off valves ,Manifold: 112" to 3,14" IPS 114 turn manual shut-off valve art nianifold Quick disconnect hoses: 1/4" to 1/2", up to t3' long Quick disconnect fittings: 114" to 1/2" with 1/4 shut-off valves The UDS Model has been certified by IT& This certification mark indicates that the product has been tested to and has met th(,,,, minimum requirements of a widely recognized (consensus) U.S, and Canadian products safety standard, that the manufacturing site has been audited, and that the applicant has agreed to a program of periodic factory follow-up inspections to verify continued performance. Model UDS is ETL Listed under file number 3054803-001 and complies with UL891 Standards and CSA C,22.2, NO. 31-M89 Standards, A Utility Distribution System is a stainless steel enclosure consisting of a horizontal raceway and vertical end riser(s) containing electrical bussing and plumbing manifolds with connections for multiple kitchen appliances. It is built in two versions: Wall mounted or Island. The electrical distribution is one of two types: Copper busbar, or a Circuit breaker panel (Wireway). Electrical Distribution The Electrical distribution can be 1 of 2 types, Busbar or Wireway. A busbar are solid copper bars mounted on insulating blocks. The insulating blocks separate the bars from each other and other metal components of the UDS such as the chase. In a 3 phase system there is one copper bar per phase, one bar for the neutral, and one bar for safety ground. The branch breakers are mounted along the raceway and tapped off the busbars for power then wired to the receptacle for each of the equipment. A wireway is a circuit breaker panel containing all branch breakers mounted in the riser. The branch breakers are plugged in the breaker panel for power and wired to the receptacle for the equipment. In both bussing types a main breaker with 120V shunt trip is mounted on the riser and wired to the bussing. The breaker is mounted with a reset handle or with a weather proof cover for low amperage. Basic Electrical Theory The UDS electrical is sized by the equipment that will be connected to it. We start by sizing each breaker for each piece of equipment. We need to know the following electrical information per equipment: Voltage! Amperage! Wattage! As long as we have the watts and volts the amperage can be derived. Equations: Single Phase Kilowatts = Volts x Amps x Power Factor 1000 Three Phase Kilowatts = Volts x Amps x Power Factor x 1.732. 1000 Since we normally don't know the power factor of each equipment we will assume it is 1. For example Market Forge steamer is rated at 480 VAC/3ph at 24KW and the given amperage is 32 amps (note this is per Phase). Using the Three Phase Kilowatts formula (No. 2 above) the calculation is as follows: Three Phase Kilowatts = 480x32x Ix 1.732 1000 Three Phase Kilowatts = 26.60 KW As you can see the calculated value is very close to the one specified by the manufacture. If we use the manufacture values and solve for the PF (Power Factor) it comes out to be 0.90. Sizing The Main Breaker And Service To size the main breaker and service for the UDS we need to know the Kilowatts of every piece of equipment connected. Usually the UDS is a 3 phase system so we need to know what amperage will be required to supply to the UDS. By using formula 2 and solving for the amperage this value can be found, for example: The total KW is 18.01 KW, and the voltage is 208 V/3ph = 18.01 KW x 1000 3 ph Amps or Amps per phase = 208 x 1.732 3 ph Amps or Amps per phase = 50 A So the service and its wiring needs to handle a minimum of 50 amps; however, we also need to add in a safety factor of 25% for future loads and equipment startup currents. Rev. 6/4/2012 Continuing our example 25% of 18.01 KW is 4.5KW for a total of 22.51 KW, which calculates to be 62.49 amps. We now specify the service size to be in increments of 5 greater than the required load and in this case 70 amps. There are three KW and their corresponding Amperage values we need to know, they are: o Connected Load - The total of every piece of equipment all turned on. o Future Load - The connected load plus 25% plus any DCO's that could be powered in the future. o System Capacity - The total of connected load and future load. From the system capacity value we can determine the main breaker and service size required. The main breaker is sized equal to or to the next available breaker size. The main breakers are usually in increments of 10, for example 50, 60, 70, etc. In our example the Main breaker needs to be 70 Amps and the service size has to be equal or greater. One thing to keep in mind is a circuit breaker is purposely the weak link in the electrical chain. We want the breaker to open before the equipment, wiring, or receptacle, melt; each of these devices need to be equal or greater than the amperage of the breaker protecting them. This would be from a direct short to (safety) ground. A 120W1 ph circuit contains 3 wires Hot, Neutral (the return), and (safety) ground. Electricity needs a closed loop, in other words, a complete circuit to operate. A break in the circuit (circle) stops current flow, referred as an Open Circuit. Every circuit needs a load to drive or to use power. If there is no load then the circuit is said to be a Short Circuit which will open the breaker. In a 120VAC/ 1 ph/ 60Hz circuit current flows through the hot wire and back through the Neutral and then reverses direction hence AC (Alternating Current). AC alternates directions 60 times per second, at 60 Hz. The Safety Ground does not carry any current unless the equipment short circuits. The purpose of GFI is to trip the breakers quicker than they would normally trip on there own. The Safety Ground is connected to the metal case of the equipment and when the hot wire touches the case then the current will flow through the case and back to the breaker box. In and only in the breaker box the Neutral and Safety ground are physically connected together. This creates a short circuit and will allow current to flow through the equipment breaker through the Safety Ground back to the panel where it is connected to Neutral. This is a no load condition which will allow the current to instantaneously increase to its maximum capacity. The only thing stopping this condition is the breaker; it will open upon exceeding its current rating. Circuit Breaker Circuit breakers are thermo devices, which means the current flowing through them heats up the bimetallic metals internal to the breaker and once they exceed their designed rating the internal contacts open and lock open. This heating up takes time which could allow the current to be "live", short circuit condition, to the equipment case for a few seconds. The purpose of GFI is to decrease this time to 100 milliseconds or 0.1 seconds. Busbar bussing The busbar is where the power from the main breaker connects to and the branch breakers are tapped off for power. The width and thickness of the bar is dictated by the amperage they must carry. For example from 20 to 100 amps the bars are 1 inch wide by 1/8" inch thick. The thickness goes to 4" greater than 100 and so on. Each phase requires a copper bar, the neutral requires a bar, and the safety ground also requires a bar. Since the safety ground does not carry any current under normal conditions it is smaller in size, '/4" x %" for 20 to 100 amps service. The busbar must be able to handle the total current, because we want the main breaker to open way before the copper bar melts; therefore, the larger the bar the better the results. The copper bars are mounted in insulating blocks which hole the bars at 1" spaced separation from each other and the metal enclosure. The insulating blocks are required to be spaced no greater than 18" apart. Two bolts are bolted on each side of the blocks on the bar to prevent the bar from moving from side to side. A front insulating cover is placed over the front of the bars to keep them from falling out. Main Breaker The main breaker is where the field electrician connects the service. He would connect to the top of the breaker terminals, so 1 wire per phase. The neutral service connects to a insulated neutral block normally mounted next to the main breaker. The safety ground is connected to the chase. The safety ground is connected to neutral in the breaker panel feeding the UDS. Wire is continued from the main breaker and the neutral block and connected to its respective phase copper busbar. In a wireway the bussing is in the circuit breaker panel (Square D Load Center) and the wires are connected to the terminals at the top of the bussing. Rev. 6/4/2012 2 In both bussing types the main breaker is mounted with a reset handle to the outside of the riser. Turning the handle will turn the main breaker either off or on. The only exception is when the main breaker is small in size 40 amps or less where the reset handle will not mount on the breaker. In this case the breaker switch will be accessible to the outside of the riser with a weatherproof cover. All main breakers will contain a shunt trip device for fire system shut down. The shunt trip will normally be 120V AC. This will be dedicated power from the fire system switch. In a fire condition the switch will connect 120 VAC/1 ph to the shut trip device to open the main breaker removing power to the UDS and its equipment. Branch breaker(s) The branch breakers are sized to the equipment. The increments are 10, 95, 20, 25, 30, 35, 40, 45, 50, 60, 70, 80, 90, and 100. The next available breaker size should be chosen for the equipment. Any amperage less than 10 amps will get a 10 amp breaker. Equipment that requires 13.9 amps will get a 15 amp breaker, and so on. On a busbar system the wires are tapped off of the busbar to the branch breaker and from the branch breaker to the equipment receptacle. All single pole breakers are divided between the 3 phases to keep the system balanced. The physically construction of a busbar UFI branch breaker contains the following items: • Branch breaker with a shunt trip added. • A current transformer (donut) The shunt trip on the branch breaker will physically trip electrically. I have chosen the shunt trip to be 120VAC/1 ph although they can be 12VAC/DC, 24VACIDC, or other voltages. The current transformer is a circle with the Hot wires from the equipment breaker pass through. The current flowing in the wire creates a magnetic field which induces in the current transformer. When this current reaches its setting its relay contact closes sending 120V AC power to the shunt trip of the equipment breaker. The current transformer induction is much quicker than the breaker tripping by itself. A wireway breaker with GFI circuitry built internally to the breaker can be ordered; however, they are limited to 1 and 2 pole breakers and also available in limited ratings. All 3 pole breakers will use a shunt trip, which takes up an additional 1 pole space in the panel, and a current transformer for GFI. Wireway bussing The branch breakers are sized to the equipment. The increments are 10, 15, 20, 25, 30, 35, 40, 45, 50, 60, 70, 80, 90, and 100. The next available breaker size should be chosen for the equipment. Any amperage less than 10 amps will get a 10 amp breaker. Equipment that requires 13.9 amps will get a 15 amp breaker, and so on. In a wireway system the breakers are plugged into the circuit breaker panel. The balancing is already accomplished by its construction by the phase connection alternating in the breaker panel. Cable Bus (proposed adding to listing, competitors spec.) This is just large insulated cable (wire) with its insulation removed at various spots along its length to tap off for the branch breakers. We do not build this type of bussing, because it is limited to 100 amps, it is more labor intensive, and would not be as flexible as a busbar system. The only reason to consider adding this to the Ut listing would be to meet a spec.; however, we normally spec. busbar to meet this specification. Receptacle connections All equipment up to 60 amps will have a receptacle, greater than 60 amps will be direct wired to the bussing. The only exception is to go to Pin & Sleeve type Receptacles. The receptacles will be mounted with weatherproof covers in the one of the following locations: • The bottom of the raceway (normally on a Island style UDS). • The front side of the raceway (normally on a wall style UDS). • On an electrical plate beside its breaker. (rarely done). Straight blade Straight blade receptacles are normally used in home construction, their connecting blades are straight. Straight blade receptacles are rated up to a maximum of 60 Amps. The receptacles have to be rated equal to or greater than the branch breaker protecting the equipment. Twist Lock The blades for the twist lock are arched with one of the blades having an L shaped arched blade. The L shaped blade is the safety ground. Twist Lock receptacles are rated up to a maximum of 60 Amps. The receptacles have to be rated equal to or greater than the branch breaker protecting the equipment. Pin & Sleeve Pin & Sleeve receptacles are rated up to a maximum of 100 Amps. The receptacles have to be rated equal to or greater than the branch breaker protecting the equipment. This type of receptacle is bulky and rarely used. Direct Connection The only other option for larger than 60 amps is to direct connect the equipment to the bussing, this would only be capable on a busbar system. Cord & Plugs All cords and plugs are supplied to equipment that is not supplied with its own from the manufacture. The plugs supplied with the equipment are normally straight blade. The appropriate receptacle is supplied for this situation. The cords are assembled to the plugs in 6 foot lengths, longer or shorter lengths can specified. 4 Plumbing Distribution The plumbing in the UDS can be hot and cold water, gas, steam supply and return, and compressed air. These lines are just manifold with the supply being connected from service lines. Water, hot and cold The water manifolds and drops are copper with soldered joints. A drop is a Tee in the manifold reducing it down to the required size with a ball valve connected on the end. For example a 3/4" manifold with a 1/2" drop will contain a 3/4" x 3/4" x 1/2" Tee and a 1/2" ball valve. The manifolds are insulated with pipe insulation approximately 1" thick. The standard size manifolds are either 3/4" or 1", 1/2" manifold can be built, however, the price is the same for either 1/2" or 3/4". The more volume required the larger the size manifold required. The UDS specifications usually state the required size. A rule of thumb is to size the manifold by the largest size drop, also a large number of drops would require a larger size manifold. Gas The gas manifolds usually range from 1-1/4", 1-1/2", 2", 2-112" and 3". The size is dictated by the required total BTU of the UDS and the length of The manifold (UDS). Any run greater than loft and 975,000 BTU's at 5" of w.c. pressure (water column) will require to be "looped service." Looped service is when the gas supply is connected to both ends of the manifold. The reason to use looped service is to keep from starving the equipment at the far end of the UDS on a non -looped manifold. The following table is a rule of thumb that is currently used for sizing: BTU/HR in thousandsper len th of raceway - at 5" w. c._ Pipe Size in Inches loft 15 ft 20 ft 30 ft 40 ft 50 ft Single Service One End 1-1/2" 975 790 675 1 550 N/A N/A Looped Service (Both Ends) 1-1/4" 1200 960 840 700 590 540 1-1l2" 1950 1580 1350 1100 930 850 2" 4100 3400 2900 2350 1980 1800 Main service size from meter is dependent on building piping system and pressure. Main service looped to feed both ends when more than 3 appliances in 10 ft. Pressure drop varies according to number of appliances and quick -disconnects, normal pressure drop is 0.3" to 0.5" w.c. Normally the manifold size is stated in the UDS specification and should only need to be check to check if it is adequate. Gas valve reset and power interruption device. All gas service requires a gas valve to shutoff supply in a fire condition. Normally a 120 VAC electric gas valve is used and built into the manifold in the UDS. If the manifold is looped there are 2 gas valves, one on each end in the risers. When AC power is lost to the building the AC gas valves will immediately close (they are powered and maintained open). A power interrupting device will allow the gas valves to reopen automatically if the power is restored in certain amount of time. This time is set at 0.3 seconds. After the delay time the gas valve will have to be manually opened by pressing an electric reset button. The reason for this control is due to the pilot light on the gas equipment will extinguish and would allow raw gas to flood the room if not shut off. The gas would not be reset until they are ready to re -light all equipment pilot lights. The standard is to use 120 VAC gas valve, because, when AC power is lost the exhaust fan(s) are also AC and will shut down. They are not allowed to cook without exhaust fans. Steam Supply Steam supply line can be sized using the table below. Steam is usually low pressure around 5 PSI and use 2" or 2- 1/2". A 3" supply line is very large and makes the plumbing construction difficult; it should only be used for necessary supply demands. SATURATED STEAM CAPACITIES -OD TUBE Ca acities in Ib/h Condensate return The steam supply line connects to a sideways "U" shaped piping containing: • Strainer • Thermostatic Steam Trap • Unions • Ball Valves The Thermostatic Steam Trap drains the water from the steam condensing in the supply line to the return line to maintain steam only in the line and not water. Air An Air manifold can be installed in the plumbing section of the UDS. It would be pipe and drops capable of withstanding the pressure. We have not built a UDS in the past that contained an air manifold. Tube Size (O.D X 0.065 inch wall) Pressure Velocity PSI ft/sec 1/4" 3/8" 1/2" 3/4" 1" 1-1/2" 2" 2-1/2" 3" 50 - - 5 20 35 90 170 270 395 5 80 - 5 10 30 60 145 270 430 635 120 - 5 15 45 85 215 405 650 950 50 - 5 10 25 45 110 210 335 490 10 80 - 5 15 35 70 180 330 535 785 120 - 10 20 55 110 270 500 800 1175 50 - 5 10 30 60 155 285 460 675 20 80 - 10 20 50 100 245 460 735 1080 120 5 10 25 75 150 370 685 1105 1620 50 - 5 15 40 80 195 365 58ff 855 30 80 5 10 30 65 125 310 580 935 1370 120 5 15 35 95 190 465 870 1400 2050 50 - 10 15 50 95 235 440 705 1035 40 80 5 10 25 75 150 375 700 1125 1655 120 5 20 40 115 230 565 1050 1690 2480 50 - 10 20 55 110 275 515 825 1210 50 80 5 15 30 90 180 440 820 1320 1935 120 5 20 50 135 265 660 1235 1980 2905 50 - 10 25 65 125 315 590 945 1385 60 80 5 15 35 105 205 505 940 1510 2215 120 5 25 55 155 305 755 1411 2265 3325 50 5 15 30 80 160 395 735 1180 1730 80 80 5 20 45 130 255 630 1175 1890 2770 120 5 30 70 195 380 950 1764 2835 4155 50 5 15 35 95 190 470 880 1415 2075 100 80 5 25 55 155 305 755 1410 2265 3320 120 10 35 85 230 455 1135 2115 3395 4975 50 5 20 40 115 220 550 1030 1650 2420 120 80 5 30 65 180 355 885 1645 2640 3875 120 10 40 95 270 535 1325 2465 3965 sAin Condensate return The steam supply line connects to a sideways "U" shaped piping containing: • Strainer • Thermostatic Steam Trap • Unions • Ball Valves The Thermostatic Steam Trap drains the water from the steam condensing in the supply line to the return line to maintain steam only in the line and not water. Air An Air manifold can be installed in the plumbing section of the UDS. It would be pipe and drops capable of withstanding the pressure. We have not built a UDS in the past that contained an air manifold. Stainless Steel Chase The body of the UDS by our ETL listing is constructed with 16 gauge stainless steel. The chase consists of Risers Raceway, Pedestals, and Access Doors. Raceway The raceway is enclosure mounted horizontally between the risers and if required by length supported in the middle with a pedestal. The raceway is divided into 2 sections electrical and plumbing. They are isolated (water tight) from each other. On a Island style the electrical is on one side which contains the following for a busbar system, busbar, receptacles, wire, and branch breakers; and which contains the following for a wireway system, receptacles, and wire. The receptacles are mounted with weatherproof covers on the bottom of the electrical side raceway. The pluming side contains all pluming manifolds and their drops are routed out the bottom of the plumbing side. Risers The end risers contain the mains. The main plumbing connections each contain a ball valve; water (hot and cold), gas, steam. The main breaker, DCO's, light switch, and fan switch are usually mounted on the riser. A riser is usually mounted at each end of the raceway; one is dedicated to the electrical and the other to the plumbing. Loop gas line is also routed through the electrical riser so we have to make the electrical water tight. This means running liquid tight conduit and building special stainless steel boxes to contain every electrical component. The standard size risers width is either 24" or 30" and the thickness is normally 12". These sizes can vary depending on the specifications and what will be mounted on and in the riser. If we have to turn the riser perpendicular to the raceway, the top is sloped to prevent hood notching. The riser's standard height is 6'-6" which is the bottom of the hood when hung from the ceiling. The risers can be made to extend behind the hood if needed. It has been suggested to increase the height to 6'-8" to allow a better seal to be made between the riser and the hood. The risers come with leveling bolts to level the UDS (standard). Access doors We provide access doors on the risers on one side and along the raceway. This provides field access for installing and also in construction. The doors on the risers are made to lift out to give access when cooking equipment is in front of the riser. This is convenient on a wireway to provide access to the circuit breaker panel for branch breaker access. Pedestals Pedestals are used when the raceway length exceeds 12 feet. It is mounted below the raceway for support. The pedestal is equipped with leveling bolts standard to level the UDS. A 2 "diameter post can be use as a pedestal; however it is not as ascetically appealing and does shift slightly. Electrical plates The electrical plates have changes over the years and this year is no exception. The standard electrical plate is used to mount the branch breaker for a busbar system along the peaked top on the raceway. The dimensions are 7-1/2" x 10". Various plates are have been cut to mount DCO's, light switches, and Fan switches. Fabricated boxes All of out water tight boxes for the electrical components are fabricated in-house. The only exception is pre -wire packages and circuit breaker panels. Labels Every equipment connection electrical and plumbing are color coded, labeled by item number, and description of the cooking equipment. They are plastic engraved labels from Hermes. 7 Control panels, AM2, TAC -3000, and AQUA -FOG, mounted in the risers. All of our Aquamatic control panels are ETL listed to be mounted in the UDS. The manifolds are mounted in the riser and the electrical is enclosed in a water tight box and usually with a hinged door just like the one used for the control panel. They are treated just like an independent panel that would be mounted on the wall. The electrical power for the panels must be independent from the UDS. The water wash manifolds are normally connected to the hot water supply that the UDS uses. DCO's (Dual Convenience Outlet(s)) This is a outlet with its own breaker mounted on a electrical plate usually one is mounted on each riser end. The standard outlet we use is a GFI protected device. It is powered from the UDS electrical bussing. When the UDS shunt trip breaker opens this device loses power. Light switch This is powered from the UDS with terminal blocks on its electrical plate for field wiring to the hood lights. When the UDS shunt trip breaker opens this device loses power. Fan switch This is powered from the UDS with terminal blocks on its electrical plate for field wiring to the hood lights. When the UDS shunt trip breaker opens this device loses power. This option is used normally if the fan control is supplied by others. If this switch will connect to one of our pre -wires then its power must be independent from the UDS to allow the exhaust in fire condition. Indicator lights This option mounts a green light connected (and powered by) each branch breaker to indicate if the receptacle is powered. Under normal conditions the light is illuminated and extinguishes when the breaker opens. This option is most of the time specified with a wireway since the branch breakers are concealed in the risers. Fill Faucets A stainless steel enclosure is built on the raceway and water connections are made faucet mounted on the enclosure. This is seen with kettles and normally mounted between two kettles. Bumper guards This is plastic guards to prevent mobile equipment from scraping against the UDS. Requirements for quoting a UDS Equipment cut sheets A UDS is built around what will be connected to it. Every cooking equipment connections dictate the connection size and required service for the UDS. This is a must know information to quote and also generate a drawing for a UDS. UDS job specifications The specification states the options that are required on the UDS and usually list the equipment to be connected to the UDS. The shape (Chase length, width, height) of the chase is spelled out in specs. The main service feed sizes for Electrical and Plumbing are usually also spelled out. This is used to compare equipment service requirement to verify the service is adequate. 9/812016 CaptiveAke's Utility DistribLbon System *I he UDS Model has been certified by ITS. This certification mark indicates that the product h as been tested to and has met the minirnum requirements of a widely recognized (consensus) U.S. and Canadian products safety standard, that the manufacturing site has be ui audited, and that the applicant has agreed to a pfograrn of periodic factory follow-up inspections to verify continued performance. Model UDS is ATL Listed under file number 3054803-001 and complies with UL891 Standards and C.SA C22,2, No. 31-M89 Standards. Q& IC 41P h ' J, j hftps://www.captiveaire.com/catalogcontentluds/Uds.asp 1/1 Al E • ' =6 7 pill 1111111 111111 1111111111111111111111 : illil 1 '11 !10 !'FR?11� 11111111111 11�111�111lp 11!11111111111 111 Description: A Utility Distribution System shall provided be as indicated on drawings. Systems shall have two vertical risers, one on each end, with one dedicated to electrical and the other to plumbing. The horizontal distribution raceway between the risers shall be separated into electrical and plumbing compartments and each shall be completely enclosed and water tight with removable access panels, The risers and raceway shall be constructed of 16 gauge, type 304 stainless steel, #4 finish. A circuit protected dual convenience outlet shall be provided on each riser. Service connections shall be located behind easily removable access panels. Approvals: Unit(s) shall be ETL Listed to US and Canadian Standards, ETL Sanitation Listed, AGA and MA approved. • Electrical Riser: Main power connection shall be made to the main circuit breaker which has a shunt trip and is mounted in the electrical riser. F1 • Bus bar systems: Electrical power shall be fed through the main circuil breaker to the bus bar system in the raceway. Each appliance is fed from the bus it through individually sized circuit breakers located along the raceway.El • Wireway systems: Electrical power shall be fed through a main circuit breaker to a distribution panel which contains individual branch breakers. Each appliance is fed from the individual breakers which are wired to each receptacle located along the raceway.0 • Plumbing Riser: The plumbing riser shall house manual (quarter -turn) shut-off valves for each incoming main supply line located in the UDS. The plumbing manifolds shall be provided with stub -outs along the raceway for the individual plumbing connections. Each stub -out shall be equipped with a manual (quarter -turn) shut-off valve.El • Expandability: All electrical systems are designed for additional capacity for future expansion or upgrade of connected appliances. 0 • Bus Bar Systems: Individual circuit breakers shall be mounted on interchangeable plates for ease of service and relocation, F1 • Wireway: Electrical distribution panel located in the riser shall be equipped with branch circuit breakers and sized for expansion. .0 • Serviceability and Accessibility: Lift out doors shall provide easy access to risers without moving cooking equipment, in most cases. Removable panels provided along the length of the raceway shall allow access to either plumbing or electrical compartments, 0 • Electric Outlets and Cord Sets: All outlets shall provide moisture resistant covers and have been sized per NEMA standards. Each is supplied with a matching cord and plug set if these are • already supplied by the equipment manufacturer. Twist -lock sets are standard in island applications. All 120V, single phase 15 and 20 amp receptacles are DCO-GFI.El • Main Disconnect: One point disconnect through a main circuit breaker equipped with a 120 VAC rated shunt trip provided in the riser. 0 • Gas Solenoid Valve: Electrical or Mechanical. Electrical valves shall be provided with a manual reset button and time delay relay to • pilot • from going out in • power outages. Shunt Trip: Shall be provided with each main breaker. El Appliance Protection: Each electrical outlet connection shall be protected with an individual circuit breaker. equipment supplied without cords, LJ Main Circuit Breaker: 15 to 600 Ampere, 1 or 3 phase * 120, 208, or 480 VAC System * Branch Circuit Breaker: 15 to 100 Ampere, 1 or 3 phase * 120, 208, or 480 VAC System 1�= • The plumbing compartment shall be completely isolated from the electrical with all piping labeled.0 • Not and cold water and steam supply and return manifolds shall be insulated.171 • All incoming service connections shall be provided with 1/4 shut-off valve. Each branch connection shall be provided with 1/4 shut-off valve, with color coded hoses, and located at each equipment location. El • Color coded quick disconnect hoses are provided for connection to equipment.0 • Not and cold water piping, including branch connections, shall be type "L" copper tubing. All fittings will be copper sweat soldered (95-5 type). 0 • Gas and steam piping, including branch connections, shall be threaded black iron. There shall be a drip tee on the incoming gas end. The gas manifold shall be furnished with either an electrical or mechanical gas valve which shall be field interlocked with the fire protection system to shut off fuel sources in the event of a fire. Electrical gas valves shall be furnished with a manual gas reset button and time delay relay to prevent pilot lights from going out in momentary power outages, located in the UDS riser.0 • Gas manifolds are sized for an inlet pressure of 7" WC for natural gas or 11" WC for LID, All gas equipment shall conform to local -Code requirements * Manifold (single or looped): 3/4" to 3" IPSO 0 1/4 turn manual shut-off valve on manifoldD 0 Quick disconnect hoses: 1/4" to 1-1/4", up to 6' longn e Quick disconnect fittings: 1/4" to 1-1/4" with 1/4 shut-off valves 0 Manifold: 3/4" to 1" IPSEI 0 1/4 turn manual shut-off valve on manifoldD 0 Quick disconnect hoses: 1/4" to 1", up to 6' longO 0 Quick disconnect fittings: 1/4" to 1" with 1/4 shut-off valvesD 0 Steam Supply/Steam ReturnEl a Steam Manifold: 3/4" to 3" IPSEI a Condensate Return Manifold: 3/4" to 2" IPS D * 1/4 turn manual valves on manifoldsEl * Quick disconnect hoses: 1/4" to 1-1/4", up to 6' longE1 * Quick disconnect fittings: 1/4" to 1-1/4" with 1/4 shut-off valves 0 Manifold: 112" to 3/4" IPSO 0 1/4 turn manual shut-off valve on manifoldO a Quick disconnect hoses: 1/4" to 112", up to 6' longF1 0 Quick disconnect fittings: 1/4" to 1/2" with 1/4 shut-off valves • Remote Status Indicator Panel: Lighted panel indicates status of receptacles in wireway systern,E] • Electric Outlets & Cord Sets: Water tight pin and sleeve outlets and cords, D • Light & Fan Switches located in riser. 0 • Hood Control Panel built into riser, Fl • Prison PackageEl • Bumper StripsEl • Swivel Connectors for gas equipment. El • Plumbing Fixtures: Pre -plumbed and installed faucets, mixing valves, hose reels, water filtration systerns.[] • Cable Restraints: Available for mobile equipment.171 • Hinged Doors for internal access to risers.D • Temperature/ Pressure Gauges for hot/cold water main, Factory Tested Unit(s) shall be operated, tested and set at the factory using job -site conditions for electrical and gas input. All operating and safety controls shall be tested and set at the factory. =��= I The supplier shall furnish gas piping schematics, as built wiring connection and control -circuit diagrams, dimension sheets and a full description of the unit(s). Service manuals showing service and maintenance requirements, shall be provided with each unit. Any changes to these parameters and/or information provided on the original truss drawing voids the affected sealed truss drawing and new information shall be submitted to this office for additional review. Listed below are the truss designs included in this package and covered by this seal. Job Name: EPI showroom 1905 stone myer prky grapvine TX - 1063705 a, b, c, d, e, f, g, h, i, J, k, 1, m, n, o, p Please refer to individual truss designs for specific loading and design criteria Qft' ..IS BE APPROVED P1 All, S AC'LE METAL'kODUCTS, LL� F-9264 I -_PT ON JOBSITE AT ALL TIMES Arturo A. Hernandez (TX, 88517) My license renewal date for the state of TX is 06/30/2017 The seal on these drawings indicates acceptance of professional engineering responsibility solely for the truss components shown. It is the responsibility of the building designer as to the suitability for use of each truss listed above. Cr!Y OF GRAS E -VINE RELEASED FOR CONSTRUCTION SHEETm OF: PELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. TI -11S PLAN To RE KEPT ON THE JOB AT ALL TIMES DATE: 6_l BY.- allILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC R!GHT-OF-WAY, AULLCHAN ES MU- —ST -9,,E AF�PRQVE OFFICE COPY JUIN 11 2W I To Whom It May Concern: Eagle Metal Products 12300 Ford Road, Suite 110 The attached truss design drawings referenced below have been prepared by me or under my Dallas, Texas 75234 direct supervision based on the design parameters provided by Rushin Truss, Ltd. and eaglemetal.com are assumed to be in accordance with the appropriate building code. Any changes to these parameters and/or information provided on the original truss drawing voids the affected sealed truss drawing and new information shall be submitted to this office for additional review. Listed below are the truss designs included in this package and covered by this seal. Job Name: EPI showroom 1905 stone myer prky grapvine TX - 1063705 a, b, c, d, e, f, g, h, i, J, k, 1, m, n, o, p Please refer to individual truss designs for specific loading and design criteria Qft' ..IS BE APPROVED P1 All, S AC'LE METAL'kODUCTS, LL� F-9264 I -_PT ON JOBSITE AT ALL TIMES Arturo A. Hernandez (TX, 88517) My license renewal date for the state of TX is 06/30/2017 The seal on these drawings indicates acceptance of professional engineering responsibility solely for the truss components shown. It is the responsibility of the building designer as to the suitability for use of each truss listed above. Cr!Y OF GRAS E -VINE RELEASED FOR CONSTRUCTION SHEETm OF: PELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE. TI -11S PLAN To RE KEPT ON THE JOB AT ALL TIMES DATE: 6_l BY.- allILDING INSPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR PUBLIC R!GHT-OF-WAY, AULLCHAN ES MU- —ST -9,,E AF�PRQVE OFFICE COPY JUIN 11 2W I ToWhom hMay Concern: Eagle Metal Products 123mFord Road, Suite /m The attached truss design drawings referenced below have been prepared by me or under my Dallas, Texas r5zw direct supervision based on the design parameters provided by Rushin Truss, Ltd. and are owumm»l.mm assumed tobeinaccordance with the appropriate building code. Any changes to these parameters and/or information provided onthe original truss drawing voids the affected sealed truss drawing and new information shall be submitted to this office for additional review. Listed below are the truss designs included inthis package and covered bythis seal. Job Name: lee royjsrdanflats todd-1083180 Please refer to individual truss designs for specific loading and design criteria. \ Arturo A.Hernandez Mylicense renewal date for the state cfTXis06/3O/2010 The seal on these drawings indicates acceptance of professional engineering responsibility solely for the truss components shown. It is the responsibility of the building designer as to the suitability for use ofeach truss listed above. ^ 45�owk / � ~, K c -c o c in Co m CO UU C O to O C U) rn N co 0 0 C» 000 O '}6 a- to V C O *3N t c3 v (D N i) N N N v m C C — C U N 7 'O 5 c Z (0 U O v o D v o �m O O ? ino i 0 M > L O a) v V O U U U U) -0U C v CO 0 v v E o N m CD 0 0 0 0 L N m Q d '� a o C� Cu a@ _ E CII ca m m O = v I o o= E U 0(9 {- Q_ a <n V- �" O 0 N N oo Q) ~ v CL ct Co m CO UU C O to O C U) rn N co 0 0 C» 000 O O > a- to V C O c :� o c3 v U) h° Cn caa c p v = C CV p m C C — C U N 7 'O 5 c Z (0 U O v o 0 L o v o �m D 6o ino L'o v 0 M > L n cv U) -0U C v CO 0 O O C •N cO 0- " 0 L N m Q a) .O 0- �m Acca C0- C O C6 v C N .� O 'C co v v o= E rn� o ern v c a c avi Do rn CO a O U o v vi p - -a +L o`� E Cm v E0 O) C N p y .E m O N .a .0 - a o ov N 0) 1'- v m U O O a to cm y m O sz -22 c3 o � C CL C m 00 U avi m v Um _p CU XE n m m 06 O 0) C p Ecmo E m E vc o c O O 2 O 0 m N v N c v Lo O min U rr Z U m r �2 It Lo r .- (D w O c CU) CI � m '3 C O ' L - cvi c i6cnm t Luj O N 0m _ 70 a)n O a. 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Drew Navada, TX 75173 Date: 06/21/16 12:33:23 Page: I of I SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 32-8-8 0.25/12 92 0-0-0 0-0-0 0-0-0 0-0-0 1 24 in 194 lbs 32-8-8 5-5-7 5-5-6 5-5-7 5-5-7 5-5-6 5-5-7 5-5-7 1 Q-10-13 16-4-4 21-9-11 27-3-1 32-8-8 2x4 - 3x6 - 5x�- 4x5- 0.2512 4V- 5x45- 4V- 41- 1Org2- �T NO ... \ g g q g 2 9 p 2x3 1 4x8 - 4x5 - 3x8 - 4x7 - 4x5 - 5x6 - 1.5 3 ! T O u5 0 0-0-0 230-o 5-5-7 5-5-6 5-5-7 5-5-7 5-5-6 5-5-7 -7 5-5-7 10-10-13 16-44 21-9-11 27-3-1 32- All plates shown to be Eagle 20 unless otherwise noted. Loading (psf) General CSI Summary Deflection L/ (loc) Allowed TCLL : 23.1 Bldg Code : IBC 2009/ TC: 0.32 (3-5) Vert TL: 0.61 in L/630 (13-14) L/240 TCDL: 10 TPI 1-2007 BC: 0.74(13-14) VertLL: 0.28 in L/999 (13-14) L/360 BCLL : 0 Rep Mbr Increase :Yes Web: 0.74(1-15) Horz TL: 0.02 in 8 BCDL : 10 Lumber D.O.L.: 115% 06/71/2 F Reaction Summary KIT ........".�«�� IT Brg Combo Brg Width Rqd Brg Width Max React Max Grav Uplift Max MWFRS Uplift Max C&C Uplift Maas Uplift Max Horiz �� % 16 I 1.5 m — 1,401 Ins -111 }bs 229Ibs 2291bs 113 Ins 8 I 5.5 in 1.50 in 1,419 Ins -122 lbs -23916x-2391bs g� °�mmm°W� ARTURO A. HERNANDEZ Material Summary BracingSumma .... .. « ®. ..m @ ��m 8517 TC SYP #2 2x 6 TC Bracing: Sheathed or Plrlms at 3-2-0, Purtin design by Others. BC S YP #1 2x 4 BC Bracing: Sheathed or Purlins at 8-0-0, Portia design by Others. Webs SYP #3 2x 4 except: 1-15 SYP#2 2x 4 8-10 SYP#2 2x 4 Loads Summary 1) Ibis taus has been designed for the effects of balanced stow loads for hijWgables in accordance withASCE7 - 05 with the following user defiled input 30 psf ground E METAL PR DUCTS, LL load, Terrain CategoryC, Exposure Category Partially Exposed (Ce =1.0), Building Category II (I =1.00), Tbermal ConditionCold ventilated (Ct= LI), DOL =1.15. If the F-9264 roof configuration differs from hip/gable, Budding Designer shall verify snow loads. 2) This truss has not been designed for the effects of unbalanced mow loads. 3) This truss has been designed for the effects of wind loads in accordance withASCE7 - 05 with the following user defined u ptlt 90 mph, Exposure C, Enclosed, Gable/Hip, Building Category 11(I =1.00), Overall Bldg Dims 25 ft x 60 ft h = 15 ft End Zone Truss, Both end webs considered DOL = L60 4) This truss has been designed for the effects ofTC LL = 20 psf. 5) Minimum storage attic loading has been applied in accordance with IBC 1607.1 Member Forces Summary Table fitclimtes: Member to, n—CSl, a7ja1fme, (—=w. ft— ;ediffewnt a— axaual ti-). on,Yr�� TC 1-2 0,244 -2,8181 33 0.324 -0,5681ts 6.7 0.272 3,8131bs s•p^ 23 0.302 4,257116 Sfi 0.324 ,.6 bs 7.8 0.183 - 7A41bs '-e" � a R n V -,� '"ffi BC 1011 0445 2,2401bs 63191) 1344 0744 4,752 It's(06IFs) "" � i1-13 0.675 3,ffi916s -581 Ila 14-15 0.519 2,814lbs 4231bs 'Y�, R@bs 1-16 0285 -1,351 lbs 3-14 0.105 485 lbs 6.11 0.153 -(MIbs .:�,(; _ -r•, f� 1-15 0.744 1b0321bs (492 Its) 3-13 0.218 526Ibs (-59 Ibs) 7-11 0.734 1,773165 (_2y3"I�) -`-' � 0r-: 2-15 0.216-1,009Is 543 0.081-3691ts 7-10 0.260-1,1351ts —� 2-14 0.641 1,555116 (-252I1s) 6.13 0,346 8i6I1s (434 lbs) 8.10 0.630 2,5671b. R4ii fi4fE FY( S'1(7 j 10G ( ';tiu t WORK IN CONFl_6 *T Notes: TH tH HLij, 71 %G ORDNANCE. 1) Unless noted otherwise, do not cut or alter any truss member or plate without prior approval from a Professional Engineer TI -41S, —o') K 1--F� �- � ,' �� 2) When this truss has been for chosen ,,��- quality assurance inspection, the Double Polygan Method per TPI I-2007/Chapter 3 shall be used -� 3) The fabrication tolerance for this roof truss is 20 % (Cq = 0.80)- T H E i + m d_ } NIES 4) Hanger position is for graphical interpretation only. Hanger shall be specified by buss manufacturer per TPI 1. 5) Provide adequate drainage to prevent ponding. DATE B y, 6) Brace bottom chord with approved sheathing or purlins per Bracing Summary. — ) Creep has been considered in the analysis of this truss. 8) The "SYP" label shown in the "Material Summary' above indicates the new SPIB design values effective June 1, 2013 +ue¢. 9 ',_ F� l _ I, ! r F �; �- �I 1-)'1/1 S I Q N 9) Honzontal clearance between inside face of bearing and where the outside edge of the bottom �� �xe�ed v end web meets the side of chordstxi)i not 0 `; f R t I CT! n m 1 10) Where required, sufficient girder hangers shall be provided (by others) to resist reactions shown. ? S F V 11) Listed wind uplift reactions based on MWFRS & C&C loading. r - ,"JAY, �¢, 1 '_ r t1 "t" 4"'• �+ r, "Rs + P1' -m -'h 7_5..7 ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING ANYTRUSS BASED UPON THIS TRUSS DESIGN DRAWING ARE INSTRUCTED TO TrueBut7d®Software v5.5.2.202 REFER TOALL OF THE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL PRODUCTS DESIGN NOTES ISSUEDWITH Eagle Metal Products THIS DESIGN AND AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLYWHEN EAGLE METALCONNECTORS ARE USED. Dallas Tx 75234 i nrgl qr,, CInni /nn?? Rusbin Truss Truss: b 15590 CR 543 JobName: lee royjardan flats todd Designer. Drew Navada , TX 75173 Date: 06/21/16 12:33:25 Page: 1 of2 SPAN PITCH QTY OHI. OHR CANTL CANTR PLYS SPACING WGT/PLY 32-8-8 0.25/12 14 0-0-0 0-0-0 0-0-0 0-0-0 1 24 in 198 lbs 3-2-8 4-0-0 3-85 5-5-7 5-5-7 5-5-6 5-5-7 3-2-8 7-2-8 10-10.13 16-4-4 21-9-11 27-3-1 32-8-8 2X4 - 3x6 - 7 5x17- 4X62 - 4,f2512 4x44- 5V- 2VI 4X,4- 41- 1OV2- MT 2x4 1 4.9 - 3.9 - 3x4 - 4X17 - 4X17 - 3X18 - 4x8 T - 1.53 i d 0-0-0 3-2-8 4-0-0 3-8-5 5-5-7 5-5-7 5-5-6 5-5-7 0-0-0 3-2-8 7-2-8 10-10.13 16-4-4 2t-9-11 27-3-1 32-8-8 All plates shown to be Eagle 20 unless otherwise noted. Loading (Psf) General CSI Summary Deflection LJ (loc) Allowed TCLL : 23.1 Bldg Code : IBC 2009/ TC: 0.35 (4-6) Vert TL: 0.65 in L/593 (14-15) L/240 TCDL : 10 TPI 1-2007 BC: 0.84(14-15) Vert LL: 027 in L/999 (14-15) L/360 BCLL : 0 Rep Mbr Increase :Yes Web: 0.84(2-16) Horz TL: 0.01 in 9 BCDL : 10 Lumber D.OL.: 115% 12 Cid Reaction Summary ] IT Brg Combo Brg Width Rgd Brg Width Max React Max Cuav Uplift Max MWFRS Uplift Max C&C Uplift Max Uplift Max Horiz = m® 18 1 I.5 m --- 1,738 lbs -2616s -26 lbs 113 lbs m 9 1 5.5 in 1.50 in 1,48216s -94 lbs -201 lbs -201 lbs m Material Summary Bracing Summary _ ARSURO A..=®m=== .NERNAN€�EZ = W«==== TC SYP#2 2x 6 TCBracing: Sheathed or Purlins at3-0.0,Purlindesign byOthers. _ 8$517 BC SYP #1 2x 4 BC Bracing: Sheathed or Purlins at9-I i -Q Pi ruin design by Others. _ ° Webs SYP #3 2x 4 except: _ " _ 1-17 SYP#22x4 9-11 SYP922x4 _ ...... _ Loads Summary 1) This truss has been designed for the effects of balanced snow loads for hips/gables in accordance wtlhASCE7 - 05 with the following user defined input: 30 psf ground E METAL PR DUCTS, LL load Terrain Category C, Exposure Category Partially Exposed (Ce = 1.0), Building Category II (I= 1.00), Thermal Condition Cold ventilated (Ct= 1.1), DOL =1.15. If die F-9264 i roof configuration differs from hip/gable, Building Designer shall verify snow loads. 2) This truss has not been designed for the effects of unbalanced mow loads. 3) This truss has been designed for the effects of wind loads in accordance withASCE7 - 05 with the following user defined input. 90 mph, Exposure C, Enclosed, GableMip, Building Category II (I= 1.00), Overall Bldg Duns 25 ft x 60 It h=15 it End Zone Truss, Both end webs considered DOL= 1.60 4) Ibis truss has been designed for the effects ofTC LL = 20 psf. 5) Minimum storage attic loading has been applied in accordance with IBC 1607.1 Load Case D 1: Std Dead Load Point Loads Member Location Direction Load TribWidth Bot 3-2-0 Down 200 lbs -x' F- r 1- t Bot 7-2-0 Down 200 lbs - -- - Member Forces Summa Inb1e m6rate5: Member m, e -Cs nmadaHme, max Summary t ( cmrpr, face i1'rHffeicnt ftom max !}. it 65'"btc,�tlhvs{ m fiys'�ble lk TC 1.2 0.157 -Z250 lbs 3-4 0.335 -�t 8ll Ibs 6.7 4353 h97571s 8-9 0.1% -2,X1 ft 2-3 0.282 -4,Wft 4G 0.353 <4,9751b; 7.8 0.290 -4.066 its BC 11-12 0,462 2,3561bs (-24911x) 14-15 Q837 4,808 lbs (-315lbe) 16-17 Q417 2.2481ts 12-14 0.715 4,0821bs 4 bs IS -16 0.678 40361Lx-10216s """--------------- _ %bs 1-I8 0.360-1,708ibs 3-16 0.153 -712 lbs 6-14 0.083 -375 ft 1-17 0.672 Z7381b, (-1611x) 3-15 0.375 906 lbs (-250 ft) 7-14 0.417 1,0061bs (-3511x) 1 2-t7 0.27E 1,2811Fx 445 0.083FH 77,- -381its 7.12 0.163 -747fte ! (i'iC �. 2-16 0.844 2,(n91bs (-14o lbs) 414 0.146 353 lbs (-213 lbs) 8-12 0.797 1,92511x (-202 Rx) �_'- � - Notes: THHS, PL tA,12(e r- 1) Unless noted otherwise, do not cut or alter any truss member or late without Tt i E J ( ti) \ p prior aPI1-2007/Changmeer 2) When this truss bas been chosen for assurance quality atspection, the Double Po on Method r TPI 1-2007/Chapt�3 used 3) The fabrication tolerance for this roof truss is 20 %(Cq = 0.80). BLii \ f B 4) Hanger position is for graphical interpretation only Hanger sball be specified by truss manufacturer per TPI I. _— �— — -- -- - -- ---_- 5) Provide adequate drainage to prevent ponding.i I I n N C3 1 r 6) Brace bottom chord with approved sheathing or purlins per Bracing Summary ri t Creep has been considered in the RELF aE �`�T, � P lysis of this truss. �.c ��-,I iN 8) The "SYP" label shown in the "Material Summary' above indicates the new SPIB design values effective June 1, 2013 were used E /V ;,,'-WN S, O 1, 9) Horizontal clearance between inside face of bearing and where the outside edge of the end web meets the bottom side of the top sha npt exceed 0.5"_ s ALL PERSONS FABRICATING OORIQUALIFICATIONSINGAYTSTIES RSSDSIQ'~DRAWING ARE INSW)6 � HTTERECTING ONS, -_Tru eButTd� wx55.2.202R THE G I TING AND ET FORTH IN THE TPRODUCTS DESIGN NOTESISSUEDWITH I THIS DESIGN AND AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLY WHEN EAGLE METAL CONNECTORS ARE USED Eagle Metal Products Dallas TX 75234 Rushin Truss 15590 CR 543 Navada , TX 75173 Truss: b JobName: lee royjardan flats todd Designer: Drew Date: 06,'21! 16 12:33:25 Page: 2 of2 SPAN PITCH QTY OHI.. OHR CANTI, CANT R PLYS SPACING WGT(PLY 32-8-8 0-25/12 14 0-0-0 0-0-0 0-0-0 0-0-0 1 24 in 198 lbs 11) Listed wind uplift reactions MWFRS & C&C ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING ANYTRUSS BASED UPON THIS TRUSS DESIGN DRAWING ARE INSTRUCTED TO REFER TOALL OF THE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL PRODUCTS DESIGN NOTES ISSUED WITH THIS DESIGNAND AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLY WHEN EAGLE METALCONNECTORS ARE USED. TrueBndd® Software v5.5.2202 Eagle Metal Products Dallas, TX 75234 1 np,,ii Ar, nnr)q/nngq ,2T Nq mvlj TT Rushin Truss Truss: c 15590 CR 543 SobName: lee roy jardan flats todd Designer. Drew Navada, TX 75173 Date: 06/21/16 12:33:27 Page. 1 of2 SPAN PITCH A OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 32-8-8 0.25 ,'12 4 0-0-0 0-0-0 0-0-0 0-0-0 2 24 in 205 lbs 3-0-0 2-9-0 2-9-0 2-4-13 5-5-7 5-5-7 5-5-6 55-7 3 0-0 5 9-0 8 6-0 10.10-13 16 4 4 21-9 11 27-3 1 32-8-8 2x4 - 3x6 - 7x18 - 4xj - 4nT - 0.254W- 41- 51- 2ntf41 41- 4xd - 1 %4 - 3zg 1 72 - 52 - 4x6 - 3x4 4x100 - 4x! - 3x9 x 47 1.4131 0.0-0 0.0-0 2-4-13 5-5-7 5-5-7 5-5-6 5-5-7 3-0-0 5-9-0 8-6-0 10.10-13 16-4-4 21-9-11 27-3-1 32-8-8 All plates shown to be Eagle 20 unless otherwise noted. Loading (psf) General CSI Summary Deflection L/ (loc) Allowed TOLL: 23.1 BldgCode: IBC 20W TC: 0.48(3-4) Vert TL: 0.74 in L/517 (15-16) L/240 TCDL : 10 TPI 1-2007 BC: 0.62(16-17) Vert LL: 0.37 in L/999 (15-16) L/360 BCLL : 0 Rep Mbr Increase :Yes Web: 0.95 (10.12) Horz TL: 0.01 in 10 BCDL: 10 Lumber D.O.L.: 115% -r �g J,S°d i 12.E �ti._�4 �,1w& Pkts 620 0.614 -3,097l5 1-19 0.810 4,893 lbs 3-17 Q739 1.784N9-15 0.7� 1,761 lbs 417 0.214 1251bs Reaction Summary 06/21 IT Brg Combo Brg Width Rqd Brg Width Max React Max Grav Uplift Max MWFRS Uplift Max C&C Uplift Max Upldt Max Horiz 20 1 3.5 in --- 6,253 lbs -72 lbs 10 1 5.5 in 1.50 in 2,364lbs Material Summary Bracing Summary TC SYP #2 2x 6 TC Bracing: Sheathed or Purlins at 4-10-0, Purlin design by Others BC SYP DSS 2 x 4 BC Bracing: Sheathed or Purlins at 10-0-0, Perlin design by Otters. Webs SYP#3 2x 4 except: 1-19 SYP#1 2x 4 Loads Summary 1) This truss has been designed for the effects of balanced snow loads for hips/gables in accordance withASCE7 - 05 with the following user defined input: 30 psf gourd w load, Terrain Category C, Exposure Category Partially Exposed (Ce = 1.0), Building Category B (I =1.00), Thermal Condition Cold ventilated (Ct=1.1), DOL= 1.15. If e roof configuration differs from hip/gable, Building Designer shall verify snowloads. luAGI METAL PRODUCTS, F-9264 2) Th s truss has not been designed for the effects of unbalanced stow loads. 3) This truss has been designed for the effects of wind loads in accordance withASCE7 - 05 with the following user defined input 90 mph, Exposure C, Enclosed, Gable/Hip, Building Category II (I = 1.00), Overall Bldg Dims 25 It x 60 ft, h =15 ft, End Zone Truss, Right end web considered DCL, =1.60 4) This truss has been designed for the effects ofTC LL = 20 psf. 5) Minimum storage attic loading has been applied in accordance with IBC 1607.1 Load Case Lrl : Std Live Load Point Loads Member Location Direction Load Tnb Width Top 3-0.0 Down 1,500 lbs v1 -Y Top 8-6-0 Down 1,500 lbs - 1 Load Case D l: Std Dead Load Point LoadsIN a LJ & Member Location Direction Load TnbWidlt TOP 3-0-0 Down 1,500 lbs TOP 8-6-0 Down 1,500 lbs - Member Forces Summa ry c rage n lice es: Menke m, maxCst r�adalface,� f i ' `� "n ( m>lpr. face ifAifli;mnt flan mneaxipl fq�e�.rOglyferces pester thaO �OltaBie sY'avn mthrs table ( f �i('6aT N �. (����i TC 1-2 0.213 -3,925115 2-3 0.389 3-4 0.485-7,021llxi 5-7 0.389 -5,47611a 8-9 0.2f6 -3,' lbs �,•% � (_ `{ !! -5637IIs 4-5 0.459 6651is 7.8 0.389 -5,47616s 9-10 0.145-z0091ix BC 12-13 0.190 2,006 it. 63-15 Q349 3,88116, 1546 0.591 6,66411, 17-18 0.514 5.6361ts 1617 Q624 70181b; 18-19 0.358 3922 lbs -r �g J,S°d i 12.E �ti._�4 �,1w& Pkts 620 0.614 -3,097l5 1-19 0.810 4,893 lbs 3-17 Q739 1.784N9-15 0.7� 1,761 lbs 417 0.214 1251bs g . 7 219 Q578 29131ts -1, 8-13 0.175 S75 Rs 4.16 0.100 -<490 Its 9-13 0.866 2031 -j L-, 2-18 0.906 2, 189Ibs �� 5-16 0.159 383 Its 9-12 0.214 -1,063 _T _ 3-18 a262 -11319 (is 5-15 0.3D -1,297 Its 1012 0.952 Z300 IN nr III ;ill r N C (-)N 171Vi�!ON RIR g Y t:_r l r ,7Ur T'rC�i# t ,,1�� ALL PERSONS FABRICATING, HANDLING, ERECTINGOR INSTALLING ANYTRUSS BASED UPON THISTRUTER DIL41NGi1iawmm4'l1J , t 7"1t P � 0.522( REFER TOALL OF THE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL PRODUCTS DESIGN NOTES ISS THIS DESIGNAND AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLY WHEN EAGLE METALCONNECTORS ARE USED, alducts Datlas. TX 75134 1 nr,,i1 Ar, iron innq? Rushin Truss Truss: c 15590 CR 543 JobName: lee roy jardan flats todd Designer: Drew Navada , TX 75173 Date: 06/21/16 12:3327 Page: 2 of2 SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 32-8-8 0.25/12 4 0-0-0 0-0-0 0-0-0 0-0-0 2 24 in 205 lbs Notes: -- 1) Unless noted otherwise, do not cut or alter any truss member or plate without prior approval from a Professional Engineer. 2) When this truss has been chosen for quality assurance inspection, the Double Polygon Method per TPI 1-2007iCbapter 3 shall be used 3) The fabrication tolerance for this roof truss is 20 % (Cq = 0.80), 4) Hanger position is for graphical interpretation only Hanger shall be specified by truss manufacturer per IN 1. 5) Provide adequate drainage to prevent ponding. 6) Brace bottom chord with approved sheathing or purlins per Bracing Surnmary 7) Creep has been considered in the analysis of this truss. 8) The "SYP" label shown in the "Material Summary" above indicates the new SPIB design values effective June 1, 2013 were used 9) Horizontal clearance between inside face of bearing and where the outside edge of the end web meets the bottom side of the top chord shall not exceed 0.5" 10) The forces shown for tris muhi-ply miss are per ply and the reactions are for all plies. Two identical trusses shall be built and attached as follows, per ply. 10d Nails or Gun Nails [min .12N2 7/8'] TC - 2 staggered rows @ 12 in oc, BC - I row @ 12 in oc , Webs- 1 row @ i2 m oc. Provided the hanger connections do not adequately transfer the applied load to all plies: in addition to connectors shown above, attach each pair of girder plies with supplemental 10d Nails or Gun Nails [min .12"x2 TV] as follows within 24" of the location shown: TC: 3-0-0,(22)Comtectors TC: 8-6-0,(22)Connectors Connectors shall not encroach on other girder ply connectors or miss -to -truss connectors in accordance with the NDS or the connector manufacturer recommendations. I I) When applied loads are on one side cf girder, do rot flip girder during girder connector installation, install connectors on the girder side where supported loads are applied When applied loads are on both sides of girder, double the spacing and install half of the connecters on one side of girder and then flip the girder to install the other half of the connectors on the opposite side (at double the connector spacing). Connectors on opposite sides of the girder shall be offset 12) Lateral bracing shalt be attached to each ply. 13) All fasteners minimum 2-12" long unless otherwise note d 14) Nails in Ist and 2nd ply shall be offset from successive plies by 1/2 the nail spacing. 15) Where required, sufficient girder hangers shall be provided (by others) to resist reactions shown. 16) Listed wind uplift reactions based on MWFRS & C&C loading. ALL PERSONS FABRICATING,HANDLING, ERECTING OR INSTALLING ANYTRUS S BAS ED UPON TH1 S TRUSS DESI GN DRAV4NG ARE INSTRUCTED -10 I TrueBuildg Softwere v5.5.2.202 REFER TOALL OF THE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL. PRODUCT'S DESIGN NOTES ISSUE"DW1TH Eagle Metal Products THIS DESIGNAND AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLY WHIN EAGLE METALCONNECTORS ARE USED. D.1ffi apt 7524 ^i nwi Jkr, flf)rlrlflliii SPAN 25-2-0 3xf3 - r— 1.5x3 � 3x4 - 3.9- 3.14- 3x4 - 3z4 - 1.5x3 I 0-0-0 Rushin Truss 3-4-5 5-5-7 Truss: d 5-5-7 5-5-6 15590 CR 543 3-4-5 8-9-12 14-3-3 JobNamc: lee roy jardan flats todd 19-8-9 25-2-0 All plates shown to be Eagle 20 unless otherwise noted. Designer. Drew Loading (psf) General CS1 Summary Navada, TX 75173 Deflection Lit (loc) Date: 06/21/16 12:3329 TOLL: 23.1 Bldg Code: IBC 2009/ TC: 0.09(5-6) Vert TL: 0.12 in L/999 (11-12) Page: 1 o172 PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 0.25/12 3 0-0-0 0-0-0 0-0-0 0-0-0 2 24 in 151 lbs 7 BCDL: 10 25-2-0 34-5 55-7 5-5-7 5-5-6 5-5-7 3-45 8-9-12 14-3-3 19-8-9 25-2-0 2x4 - 3x6 - 41 - 5x5 - 0.25 12 2.441 4,4 - 4V- 8x12 - 1.5x3 � 3x4 - 3.9- 3.14- 3x4 - 3z4 - 1.5x3 I 0-0-0 3-4-5 5-5-7 5-5-7 5-5-6 5-5-7 0-0-0 3-4-5 8-9-12 14-3-3 19-8-9 25-2-0 All plates shown to be Eagle 20 unless otherwise noted. Loading (psf) General CS1 Summary Deflection Lit (loc) Allowed TOLL: 23.1 Bldg Code: IBC 2009/ TC: 0.09(5-6) Vert TL: 0.12 in L/999 (11-12) L/240 TCDL : 10 TPI 1-2007 BC: 0.34(10-12) Vert LL: 0.05 in L/999 I I L/360 BCLL : 0 Rep Mbr Increase :Yes Web: 0.39(7-9) Horz TL: 0 in 7 BCDL: 10 Lumber D.O.L.: 115% 11UJL Reaction Summary JT Brg Combo Brg Width Rgd Brg Width Max React Max Crav Uplift Max MWFRS Uplift Max C&C Uplift Max Uplift Max Horiz 1 14 1 1.5 n --- 1,076 lbs -84 lbs -175 lbs 175 lbs 113 lbs `" 7 1 5.5 in 1.50 in 1,094 lbs -95 lbs -1951 s 185 lbs Material Summary Bracing Summary TC SYP #2 2x 6 TC Bracing: Sheathed or Purlins at 6.3-0, Purim design by Others. BC S YP #2 2x 4 BC Bracing: Sheathed or Purfms at 10.0-0, Purim design by Others. Webs SYP #3 2x 4 Loads Summary ])This truss has been designed For the effects of balanced snow loads for hips/gables in accordance withASCE7 - 05 with the following user defined input: 30 psf ground sato load, Terrain Category C, Exposure Category Partially Exposed (Ce =1.0), Building Category II (1= 1.00), Thermal Condition Cold ventilated (Ct= 1. 1), DOL =1.15. If roof configuration differs from hiplgable, Building Designer shall verify snow loads. G 2) This truss has not been designed for the effects of unbalanced snow loads 3) This muss has been designed for the effects of wind loads in accordance withASCE7 - 05 with the following user defined input 90 mpb, Exposure C, Enclosed, Gable/I-Iip, Building Category II (I= 1.00), Overall Bldg Dims 25 ft x 60 ft; h= 15 ft, End7one Truss, Both end wets considered. DOL = 1.60 4) This mss has been designed for the effects ofTC LL = 20 psf 5) Minimum storage attic loading has been applied in accordance with IBC 1607.1 Member Forces Summary Table indicates: Memlxr ID, trax CSI, arae tedalface, (max ccsW. fo¢c ifdifferent farm max axial form). Only £crow gemer than 3001bs are shown in this table. TC ' 1-2 0.050 -6Q lhs 14-5 0.188 -1.24216, 16.7 0.080 -821 lts ( I 1-13 0.336 811 lbs (-131 lbs)I 6-10 0.2(14 494lbs 2-13 0.084 -42116, 6-9 0.080 -399 lbs 1 /2OF s.®....na.®4a"„ ARTURO A. HERNANDEZ € 51 � �� ®_ > _.: METAL PRODUCTS, F-9264 C: Notes: ._ I J ,I RUCTION j 1) Unless noted otherwise, do not cut or alter any truss member or plate withoutprior approval from a Professional Engineer, 2) When this truss has been chosen for quality assurance inspection, the Double Polygon Method per TPI 1-2007/Chapter 3 shall be used` H F_" ET: -- OF - 3) F-3) The fabrication tolerance for this roof truss is20%(Cq=0.80). RELEASE DOES NOTAUTHC�R(7_E API 4) Hanger position is for graphical interpretation only Hanger shall be specified by truss manufacturer per TPI 1. Y WORK ( C} j� FLICT 1 5) Provide adequate drainage to prevent ponding. 1!'JITH THE BUILDING CODE OR %ONINIG ORDINANCE. 6) Brace bottom chord with approved sheathing or purlins per Bracing Summary, Creep has been considered in the analysis of this truss. PIG PLAN T'. Vit, � KFP;- OSP 8) The "S Yr' label shown in the "Material Summary" above indicates the new SPIB design values effective June 1, 2013 were used 'T 9) Horizontal clearance between inside face of bearing and where the outside edge of the end web meets the bottom side of the top chord shall not exceed Tk IE 4)0 AT A i -L. T[ tvq ES DATE: BY: BUI!_DINC !N,-3- CT1ON f)MS ()Ni RELEASE DOES NO, F ARi'LY i 1(,O i ,i R,UM ION fel EASEMENTS OR PUBLIC E ?GH T-CSF-VVAY. ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING ANYTRUSS BASED UPON THIS TRUSS DESIGN DRAWININS G ARE TRUCTED TO ^ rate.ueBiuTd� Sol�ware v5 5: REFER TOALL OF THE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL. PRODUCTS DESIGN NOTES ISSUIDWITH Eagle Metal Products THIS DESIGNAND AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLY WHEN EAGLE METALCONNECTORS ARE USED Dallas, TX 75234 1nRg1 AR rant-irlfing Rushin Truss Truss: d 15590 CR 543 JobName: lee roy jardan flats todd Designer: Drew Navada, TX 75173 Date: 06/21/16 12:33:29 Page: 2 of2 SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 25-2-0 0.25/12 3 0-0-0 0-0-0 0-0-0 0-0-0 2 24 in 151 Ibs iv) ine rorces mown Tor thus mwn-pry truss are per ply and the reactions are for all plies. Two identical. trines shall be built and attache as follows, per ply: IOd Nails or Gm Nails [mm rows .12"x2 7/8'1 TC - 2 staggere @ 12 in oc, BC - 1 row @ 12 in oc , Webs - I row @ 12 in oc. I I) When applied loads are on one side cf girder, do not flip girder during girder connector installation, install connectors on the girder side where supported loads are applied When applied loads are on both sides of girder, double the spacing and install half of the connectors on one side of girder and then flip the girder to install the other half of the connectors on the opposite side (at double the connector spacing). Connectors on opposite sides of the girder shall be offset 12) Lateral bracing shall be attached to each piy. 13) All fasteners minimum 2-L2" long, unless otherwise note d 14) Nails in Ist and 2nd ply shall be offset from successive plies by 1/2 the nail spacing. 15) Where required, sufficient girder hangers shall be provided (by others) to resist reactions shown. 16) Listed wind uplift reactions based on MWFRS & C&C loading. ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING ANYTRUSS BASED UPON THIS TRUSS DESIGN DRAWING ARE INSTRUCTED TO I TrueBufld6 Software v5.5.2.202 REFER TOALL OF THE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL PRODUCTS DESIGN NOTES ISSUED WITH Eagle Metal Products THIS DESIGNAND AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLYWHEN EAGLE METALCONNECTORS ARE USED. Dali Tx 73234 I r)Pgl r, nfifl710n?9 Rushin Truss Truss: e 15590 CR 543 JobName: lee royjardan flats todd Designer: Drew Navada , 'TX 75173 Date: 06/21/16 12:33:30 Page: i of 1 SPAN PITCH QTY/ OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 1-5-8 025/12 3f 0-0-0 0-M 0-0-0 0-0-0 1 24 in 13 His M-0 0-0-0 1-5-8 156 All plates shown to be Eagle 20 unless otherwise noted. Loading (psi) General CSI Summary Deflection L! (loc) Allowed TCLL : 23.1 Bldg Cade : IBC 2009/ TC: 0.02(1-2) vert TL: 0 in L/999 (3-4) L/ 120 TCDL : 10 TPI 1-2007 BC; 0.02(3-4) Vert LL: 0 in L/999 3 L/360 BCLL : 0 Rep Mbr Increase :Yes Web: 0.14(2-3) Herz TL: 0 in 3 BCDL : 10 Lumber D.O.L.: 115% o riff r� Reaction Summary JT Brg Combo Brg Width Rqd Brg Width Max React Max Grav Uplift Max m los -82Ibs -451bs -82 lbs 87 lbs 3 1 1.5 in 72Ibs -86 lbs -50 ibs -86 lbs Material Summary Bracing Summary TC SYP #2 2x 6 TC Bracing: Sheathed or Purlins at 6-3-0, Puffin design by Others. BC S YP #2 2x 4 BC Bracing: Sheathed or Purlins at 10-0.0, Ptnlin design by Offers. Webs SYP 43 2 x 4 Loads Summary 1) This truss has been designed for the effects of balanced and unbalanced snow loads for hit*gables in accordance widiASCE7- 05 with the following user defined 3 psf ground snow load, Terrain Category C, Exposure Category Partially Exposed (Ce = 1.0), Balding Category II (I= 1.00), Thermal Condition Cold ventilated (Ct= 1.1), C = 1.15. If the roof configuration differs from hip/gable, Building Designer shall verify snow loads. 2) This truss has been designed for the effects of wind loads in accordance withASCE7 - 05 with the following user defined input 90 mph, Exposure C, Enclosed, Gable/Hip, Building Category II (1=1.00), Overall Bldg Dins 25 ftx 60 It h= 15 ft End Zone Truss, Both end webs considered DOL = 1.60 3) This truss has been designed for the effects ofTC LL = 20 psf. 4) Minimum storage attic loading has been applied in accordance with IBC 1607.1 Member Forces Summary 14ble indicates: Member ID, tttax CSl, max axial r-, (mae raW, face if (iai_at fim nae aiat force). Only faces Beater than 300 bs are shown in this table. Td: "bb — Notes: I) Unlessnoted th I0 not al go AR i iJRC} A HERS ANDEZ8851 METAL PRODUCTS, F-9264 o o erwise, cut or ter any truss member or plate without prior approval from a Professional Engineer. 2) When this truss has been chosen for quality assurance inspection, the Double Polygon Method per TPI 1-20(7/Chapter 3 shall be used O EAF E- T 3) The fabrication tolerance for this roof truss is 20 % (Cq = 0.80). 4) Hanger position is for graphical interpretation only: Hanger shall be specified by truss manufacturer per TPI 1. , �""a L FOR 00, a " �.d... q� g Pr pang- _ i_.., ..J „ f G z $ }' U C 5 Provide adequate drainage to event F ""^� 1 6) Brace bottom chord with approved sheathing or purlins per Bracing Summary. 7) Creep has been considered in the analysis of this truss. S H j= ET: 1 : 8) The "SYP" label shown in the "Material Summary" above indicates the new SPIB design values effective June 1, 2013 were used — 9) Where required, sufficient girder hangers slid be provided (by others) to resist reactions shown. R-1_ FASE DO NOT PjJ 1 op.,1 F/,N,,fWORK INCUNFI 10) Listed wind uplift reactions based onMWFRS&C&Cloading. VyM - THE 13� t U[\ic? � GODE ORQCs) dZ1 pNt%pO�RgD'INAj\iCEDATE- BY: f3�niiris F_C1T1Of" DIVIf. N f`EE c 4F i;(�E ., t �f�i � , �,_Y 10 �:O[yc TRUCTIC?N 1 ALL PERSONS FABRICATING, HANDLING, ERECnNGOR INSTALLING ANYTRUSSBASEDUPON THIS TRUSS DESIGN DRAW AREJ - YC} 1 s F REFER TOALL OF THE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL PRODUCTS bv&dNNO lss "=rod THIS DESIGNAND AVAILABLE FROM EAGLE UPON REQUEST DESIGN VALID ONLY WREN EAGLE METALCONNECTORS ARE USED, Dallas, 1 ClG $ 1 R flfi(1R/n n?? Rusin Truss Truss: f 15590 CR 543 JobName: lee roy jardan flats todd Designer. Drew Navada, Tx 75173 Date: 06/21/16 12:33:31 Page: I of2 SPAN PITCHQTY OHL OHR CANT L CANT R PLYS SPACING WGTtPLY 3-1-0 0/12 3 0-0-0 0-0-0 0-0-0 0-0-0 2 24 in 22 lbs 3-1-0 3-1-0 3-1-0 1.5e 1 39- 3A 9 - 1.5.31 Loads Summary 1) This truss has been designed for the effects of balanced snow loads for hips/gables in accordance withASCE7 - 05 with the following user derated input: 30 psf ground sno 4 load, Terrain Category C, Exposure Category Partially Exposed (Ce = 1.0), Budding Category II (I= 1.00), Thermal Condition Cold ventilated (Ct = 1.1), DOL =1.15. If th roof configuration differs from hip/gable, Building Designer shall verify stow loads. �A< 2) This truss has not been designed for the effects of unbalanced snow loads. 3) This truss has been designed for the effects of wind loads in accordance withASCE7 - 05 with the following user defined input 90 mph, Evosre C, Enclosed, Gable/Hip, Building Category 11(1= 1.00), Overall Bldg Dims 25 ft x 60 ft; It = 15 ft, End Zone Truss, Both end webs considered. DOL =1.60 4) This truss has been designed for the effects ofTC LL = 20 psf, 5) Minimum storage attic loading has been applied in accordance with IBC 1607.1 Member Forces Summary Tableindicates Member to, tau CSI, max a alfaee• (max cmga, faee if diffem t firm m aval fwce), Only forces greater than 3001bs are shave in this tape. » wets 1 1 Notes: IN ARTURO A. HERNANDEZ . p _ ....... 8851 METAL PRODUCTS, F-9264 i Unless noted otherwise, do not cut or alter`-" I.- —_ O F G, RIP', S � y OW,1�' a� truss member or plate without prior approval from a Professional Engineer. - --- 2) When this truss has been chosen for quality assurance inspection, the Double Polygon Method per TPI 1-2007/Chapter 3 shall 3) The fabrication tolerance for this roof truss is 20 % (Cq = 0.80). ° I -1 A%ISED ( 4) Hanger position is for graphical interpretation only Hanger shall be specified by truss manufacturer per TPI 1. 5) Provide adequate drainage to prevent ponding. 6) Brace bottom chord with approved sheathing orpurlins per Bracing SummaryC t 7) Creep has been considered in the analysis of this truss. ��-- 8) The "SYP" label shown in the "Material Sunmary"aboveindicates the newSPIB designvalues effective June 1, 2013 were usea EASE DOES NO AU HOR, ANY WORK IN CONFLICT I T 1`': 'tjU�L ii,•i( r i")E JN!NU ORGI�!AI�GE, t jE PLAN 3 ") rpm ? � ONDA7'E BY RELEASE n } c, P•!t) i ,_ r T - ,: ONS7`311CT(C N IN F S1_ M P S , PUP! it J(3,117 -OF WAY, Y, ALL PERSONS FABRICATING, HANDLING, ERECTINGOR INSTALLING ANYTRUSS BASED UPON THIS TRUSS DESI(OW-1 N0 REFER TOALL OF THE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL, PROI)CrC I'S DESTGF THIS DESIGNAND AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLY WHEN EAGLE METALCONNECTORS ARE USED. Dallas, TX 75234 inr,,ki.QR flnnginng? 0-0-0 0-0-0 3-1-0 3-1-0 Allplates shown to be Eagle 20 unless otherwise noted. Loading (pso General CSI Summary Deflection LJ (loc) Allowed TCLL : 231 Bldg Code : IBC 20091 TC: 0,04(1-2) Vert TL: 0 in L/999 (3-4) L/ 120 TCDL : 10 TPI 1-2007 BC: 0.02(3-4) Vert LL: Out L/999 3 L/360 BCLL : 0 Rep Mbr Increase :Yes Web: 0.08 (1-4) Horz TL: 0 in 3 BCDL : 10 Lumber D.O.L.: 115% Reaction Summary Tr Brg Combo Brg Width Rqd Brg Widdr Max React Max Grav Uplift Max MWFRS Uplift Max C&C Uplift Max Uplift Max Horiz 4 11-m --- 133 Ins -43 lbs-101.1bs-101 His 86 lbs 3 1 1.5 in --- 133 Lbs -43 Ibs -98 lbs -98 lbs Summary Bracing Summary TMaterial TCBracing: Sheathed or Purlinsat6-3-o,Purlin design by Others. BC SYP #2 2x 6 BC Bracing: Sheathed or Purlins at 10-0-0, Purlin design by Others_ Webs SYP #3 2x 4 Loads Summary 1) This truss has been designed for the effects of balanced snow loads for hips/gables in accordance withASCE7 - 05 with the following user derated input: 30 psf ground sno 4 load, Terrain Category C, Exposure Category Partially Exposed (Ce = 1.0), Budding Category II (I= 1.00), Thermal Condition Cold ventilated (Ct = 1.1), DOL =1.15. If th roof configuration differs from hip/gable, Building Designer shall verify stow loads. �A< 2) This truss has not been designed for the effects of unbalanced snow loads. 3) This truss has been designed for the effects of wind loads in accordance withASCE7 - 05 with the following user defined input 90 mph, Evosre C, Enclosed, Gable/Hip, Building Category 11(1= 1.00), Overall Bldg Dims 25 ft x 60 ft; It = 15 ft, End Zone Truss, Both end webs considered. DOL =1.60 4) This truss has been designed for the effects ofTC LL = 20 psf, 5) Minimum storage attic loading has been applied in accordance with IBC 1607.1 Member Forces Summary Tableindicates Member to, tau CSI, max a alfaee• (max cmga, faee if diffem t firm m aval fwce), Only forces greater than 3001bs are shave in this tape. » wets 1 1 Notes: IN ARTURO A. HERNANDEZ . p _ ....... 8851 METAL PRODUCTS, F-9264 i Unless noted otherwise, do not cut or alter`-" I.- —_ O F G, RIP', S � y OW,1�' a� truss member or plate without prior approval from a Professional Engineer. - --- 2) When this truss has been chosen for quality assurance inspection, the Double Polygon Method per TPI 1-2007/Chapter 3 shall 3) The fabrication tolerance for this roof truss is 20 % (Cq = 0.80). ° I -1 A%ISED ( 4) Hanger position is for graphical interpretation only Hanger shall be specified by truss manufacturer per TPI 1. 5) Provide adequate drainage to prevent ponding. 6) Brace bottom chord with approved sheathing orpurlins per Bracing SummaryC t 7) Creep has been considered in the analysis of this truss. ��-- 8) The "SYP" label shown in the "Material Sunmary"aboveindicates the newSPIB designvalues effective June 1, 2013 were usea EASE DOES NO AU HOR, ANY WORK IN CONFLICT I T 1`': 'tjU�L ii,•i( r i")E JN!NU ORGI�!AI�GE, t jE PLAN 3 ") rpm ? � ONDA7'E BY RELEASE n } c, P•!t) i ,_ r T - ,: ONS7`311CT(C N IN F S1_ M P S , PUP! it J(3,117 -OF WAY, Y, ALL PERSONS FABRICATING, HANDLING, ERECTINGOR INSTALLING ANYTRUSS BASED UPON THIS TRUSS DESI(OW-1 N0 REFER TOALL OF THE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL, PROI)CrC I'S DESTGF THIS DESIGNAND AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLY WHEN EAGLE METALCONNECTORS ARE USED. Dallas, TX 75234 inr,,ki.QR flnnginng? Rushin Truss Truss: f 15590 CR 543 JobNatne: lee roy jardan flats todd Designer. Drew NaVatla , TX 75173 Date: 06/21/16 12:33:31 Page: 2 of 2 SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 3-1-0 0/12 3 0-0-0 0-0-0 0-0-0 0-0-0 2 24 in 221bs y) ine rorces snows nor uns mum-prytruss are per ply and the reactions are for all plies. Two identical trusses shalt be built and attached as follows, per ply. lOd Nails or Ulm Nails [min .12'x2 7/8'j TC - 2 staggered rows a, 12 in oc, BC - 2 staggered rows @ 12 in oc , Webs -I row @ 12 in oc. 10) When applied loads are on one side of girder do not flip girder during girderconnector installation, install connectors m the girder side where supported loadsare applied. When apphed loads are on both sides of girder, double the spacing and install half of the connectors on one side of girder and then flip the girder to install the other half of the connectors on the opposite side (at double the connector spacing). Connectors on opposite sides of the girder shall be offset 11) Lateral bracing slid be attached to each ply. 12) All fasteners minimum 2-1/2" long, unless otherwise note d. 13) Nails in 1st and 2nd ply shall be offset from successive plies by W the nail spacing 14) Where required, sufficient girder hangers shall be provided (by others) to resist reactions shown. 15) Listed wind uplift reactions based on MWFRS & C&C loading. ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING ANYTRUSS BASED UPON THIS TRUSS DESIGN DRAWING ARE INSTRUCTED 70 TtueB.M8 SofI.,5.5.2.202 REFER TOALL OF THE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL PRODUCTS DESIGN NOTES ISSUED WITH Eagle Metal Products THIS DESIGNAND AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLYWHEN EAGLE METALCONNECTORS ARE USED. Dallas, Tx 75734 Rushin 'Truss Truss: g 15590 CR 543 JobhNarne: lee royjardan flats todd Designer. Drew Navada, TX 75173 Date: 06/21/16 12:33:33 Page: I of2 SPAN PITCH QTYrg OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 3-1-0 0/12 3 0-0-0 0-0-0 0-0-0 0-0-0 2 24 in 231bs 3-1-0 3-1-0 3-1-0 1.5�31 39- 3x3 - 1.Sz3 l 0-0-0 0-0-0 3-1-0 Allplates shown to be Eagle 20 unless otherwise noted. Loading (psf) General CSI Summary Deflection L/ (loc) Allowed TCLL : 23.1 Bldg Code : IBC 2009/TC : 0.04(1-2) Vert TL: 0 in L/999 (3-4) L / 120 TCDL : 10 TPI 1-2007 BC: 0.02 (3-4) Vert LL: 0 in L/999 3 L/360 BCLL : 0 Rep Mbr Increase :Yes Web: 0.08 (1-4) Herz TL: 0 in 3 BCDL : 10 Lumber D.O.L.: 115% Reaction Summary JT Brg Combo Brg Width Rod Brg Width Max React Max Grav Uplift Max MWFRS Uplift Max C&C Uplift Max Uplift Max Horiz 4 1 1.5 m --- 133 Au -47 lbs -101 Itis -101 lbs 91 Ins 3 1 1.5 in --- 133 lbs 47Ibs -98Ibs -98 lbs Material Summary TC S YP #2 2x 6 BC SYP#2 2x 6 Webs SYP 43 2 x 4 Bracing Summary TC Bracing: Sheathed or Purlins at 6-3-0, Ptnlin design by Others. BC Bracing: Sheathed or Purlins at 10.0.0, Purlin design by Others. ARTURO A. HERNANDEZ «. ..... m SS517 amu Loads Summary 1) This truss has been designed for the effects of balanced snow loads for hips/gables in accordance withASCE7 - 05 with the following user defined input: 30 psf ground load, Terrain Category C, Exposure Category Partially Exposed (Ce = 1.0), Building Category 11 (1 = 1.00), Thermal Condition Cold ventilated (Cr - 1. 1), DOL = 1.15. If e AGLE METAL PRODUCTS, roof configuration differs from lap/gable, Building Designer shall verify snow loads. F-9264 2) This truss has not been designed for the effects of unbalanced snow loads. 3) This truss has been designed for the effects of wind loads in accordance with ASCE7 - 05 with the following user defined input 90 mph, Exposure C, Enclosed, Gable/Hip, Building Category II (I= 1.00), Overall Bldg Dims 25 ftx 60 ft, h = 15 ft, End Zone Truss, Both end webs considered DDL = L60 4) This truss has been designed for the effects cfTC LL = 20 psf. 5) Minimum storage attic loading has been applied in accordance with IBC 1607.1 Member Forces Summary 'Ibble indicates: Member to, mex CS[ max axial face, (ma, cm>g. face if different fnm thhars axial face), Only faces Beater than 3001bs are shwm in this table. TC labs -- Notes 1) Unless noted otherwise, do not cut or alter any truss member or plate without prior approval from a Professional s 7 _ 2) When ibis truss has been chosen for quality assurance inspection the Double Polygon Method TPI 1-2007/Cha 3 v� � d 3 I 3) The fabrication tolerance for this roof hiss is 20 % (Cq = 0.80). 4) Hanger position is for graphical n terpretation only Hanger shall be specified by truss manufacturer per TPI 1. r, e — 5) Provide adequate drainage to prevent ponding. S t i E k : 0 F: _ 6) Brace bottom chord with approved sheathing or purlins per Bracing Summary. _ 7) Creep has been considered in the analysis of triswss. RELEASE DUES NOT AjTI-10piZF X11YWORK IN CONFLICT 8) The "S YP" label shown in the"Material Summary' above indicates the new SPIBdesign values effective Jure: 1,2013wA 'Irl E D('ILDING U('DE 0R ZUINING 0 RD!NA, SUE_. THIS PLA T(IP Pkv KEPT ON THE j08 A -f- ALL 11M ES DATE: _ BY: BUILDING INSPFr, T IU'\I ISI (IJIiJ by RELEASE CUES N(-",] \PilF Y "M()N IiC TIUN IN ERSENII =NTS CU4 PtiESL.?{; RiGi ALLPERSONS FABRICATING, HANDLING, ERECTTNGOR INSTALLING ANYTRUSS BASED UPON THIS TRUSS DESIGN DRAWINGARE INSTRUCTED'ID TrueBuild® Software v5.5.2.202 REFER TOALL OF THE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL PRODUCT'S DESIGN NOTES ISSUED WITH Eagle Metal Products THIS DESIGNAND AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLY WHEN EAGLE METALCONNECTORS ARE USED. Dallas Tx 75234 4f wiiiRG, nni`4inng"2 Rushin Truss Truss: g 15590 CR 543 JobName: tee roy j ardan flats todd Designer. Drew Navada, TX 75173 Date: 06,21/16 12:33:33 Page: 2 oft SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 3-1-0 0/12 3 0-0-0 0-0-0 0-0-0 0-0-0 2 24 in 23 lbs 1 pry per ply aril the reactions are for all plies. Two identical trusses be built and attached as follows, per ply: 10d Nails or Gun Nails [min. 12"x2 7/8'1 TC - 2 staggeredrows @ t2 c wn or m - s are r in oc, BC - 2 staggered rows @ 12 in oc , Webs - 1 row @ 12 in or. 10) When applied loads are on one side of girder, do not flip girder during girder connector inssallation, install connectors on the girder side where supported loadsare applied. When applied loads are on both sides of girder, double the spacing and install half of the connectors on one side of girder and then flip the girder to install the other half of the connectors on the opposite side (at double the connector spacing). Connectors on opposite sides of the girder shall be offset 11) Lateral bracing shall be attached to each ply. 12) All fasteners minimum 2-1/2" long, udess otherwise note d 13) Nails in 1st and 2nd ply shall be offset from successive plies by 1/2 the nail spacing. 14) Where requu'ed, sufficient girder hangers shall be provided (by others) to resist reactions shown. 15) Listed wind uplift reactions based on MWFRS & C&C loading. ALL PERSONS FABRICATING,HANDLING, ERECTING OR INSTALLING ANYTRUSS BASED UPON THIS TRUSS DESIGN DRAWING ARE INSTRUCTED TO TrueBui1d9Softv,=v5.5.2.202 REFER TOALL OF TIE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL PRODUCTS DESIGN NOTES ISSUEDWITH Eagle Metal Products THIS DESIGNAND AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLYWHEN EAGLE METALCONNECTORS ARE USED, Dallas, TX 75234 nr,g15dr, nn `?/fiilO? Rus •n Truss 15590 CR 543 Navada, TX 75173 Truss: h JobName: lee royj ardan flats todd Designer: Drew Date: 06/21/16 12:33:34 Page: I of2 SPAN PITCH QTY, OHI, OHR CANTL CANTR PLYS SPACING WGT/PLY 32-8-8 0.25/12 2 0-0-0 0-0-0 0-0-0 0-0-0 3 24 in 199 lbs 4-6-8 32-8-8 2-0 3-2-0 4-1-4 4-1-4 4-6-8 4x16- 4 0.25 F1 _24v 5.d6- 2V I 4V- 4V- 4V- 5.d- 5180 1.5 .03 1 32 - 42 - 49. 6.19. 3R - 3x1- 5.0. 517 - 0-0-0 maw 2,795 lbs 113 lbs e I1 1 3.5 in 1.58 in 4,024 lbs ........ .... 4 . ............ 4-6-8 I— -I------------4-6-8 -----------------------4-6-8 4-6 8 ........... ....... 88517 ���® % 3-2-0 41-4 41-4 00-0 4-6-8 iE JO_A_T_ ALL INMES i 18-2-0 24-6-0 28-7-4 32-8-8 All plates shown to be Eagle 20 unless otherwise noted, F-9264 2) This trim has not been designed for the effects of unbalanced snow loads. BUILDING INSPFCTION DIVISION 3) Ibis miss has been designed for the effects of wind loads in accordance wiffiASCE7 - 05 with the following user defined input. 90 mph, Exposure C, Enclosed, Gablefflip, RELEASE f)(3F-S 1,,',-jT APPL,y To CONSTRUCTION IN Loading (psi) General CSI Summary Deflection (loc) Allowed TCLL - 23.1 Bldg Code IBC 2009/ TC: Q35(6-7) Vert TL: 0.58 in L/664 (15-16) L/240 TCDL - 10 TPI 1-2007 BC: 0,84(15-17) Vert LL: 0.09 in 1 L/999 (15-16) L/360 BCLL: 0 Rep Mbr Increase Yes Web: 1.00(10-12) Hort TL: 0.11 in 11 BCDL: 10 Lumberl),O.L.: 115% JL Reaction Summary OF 31 15rgk-otnno tsigmulnKgOingWath Max React MaxGravLW MaxMWFRSUpld1 MaxC&CUPfift Max Uplift Max Horiz* 20 1 1.5 in maw 2,795 lbs 113 lbs e I1 1 3.5 in 1.58 in 4,024 lbs ........ .... 4 . ............ Material Summary Bracing Summary ARTURO A. HERNANDEZ TC SYP42 2.x 6 TCBracmg: Sheathed or Purlins at6-3-Q Purlin design by Others. BC SYP#I 2x 4 ........... ....... 88517 ���® % BC Bracing: Sheathed or Purlins at 10-0-0, Perlin design by Others, Webs SYP43 2x 4 TKS F-T!\NJ TO - I BE- I< E_ P T 0+N Loads Summary iE JO_A_T_ ALL INMES 1) This trim has been designed for the effects of balanced snow loads for hips/gables in accordance withASCE7 - 05 with the following user defined input: 30psfground load, Terrain Category C, Exposure Category Partially Exposed (Ce = LO), Building Category if (I=1.00), Thermal Condition Cold ventilated (Ct = L 1), DOL = 1.15. If roof configuration differs from hip/gable, Budding Designer shall verify snow loads, E METAL PR DUCTS, LL 4) Hanger position is for graphical interpretation only. Hanger shall be specified by trim manufacturer per TPI 1, F-9264 2) This trim has not been designed for the effects of unbalanced snow loads. BUILDING INSPFCTION DIVISION 3) Ibis miss has been designed for the effects of wind loads in accordance wiffiASCE7 - 05 with the following user defined input. 90 mph, Exposure C, Enclosed, Gablefflip, RELEASE f)(3F-S 1,,',-jT APPL,y To CONSTRUCTION IN Building Category ll(l= 1.00), Overall Bldg Dims 25 ft x 60 ft h=15 fit End Zone Truss, Both end webs considered. DDL= 1.60 FASEM�.._N7S OR PLADLIC RIGHT-OF-WAY, 4) This tam has been designed for the effects ofTC LL = 20psf 5) Minimum storage attic loading has been applied in accordance with IBC 1607.1 Load Case DI: Std Dead Load Point Loads Member Location Direction Load TribWiddi TOP 18-2-0 Down Z000lbs G I T Y QF: E� INE TOP 24-6-0 DownZ000 lbs _Q, Member Forces Summary I h bl e in (U ca - Me mb�n to, r— C s L � a)d at f= e, (=x c aW. fbrc c if d ffe t f.. M, IQ: b&_-) Ce' 0 N PSTRUICTION TC 11-2 0-122-,1, 17 3,5 RM -4,1 lbs 16,7 0.350 4,M lbs 18-9 OM -3 4 1344 Q661 3.6951b. 115-17 0.842 762 lbs 18-19 .300 OF: Wb, _20 0.781 1 _917N 0.542 1,159 its 8-14 0.324 782 lbs 1-19 0.89 1,90611s 6.17 R211 -870 b� 8-13 Q260 195 Its _1, r A,(,j F[011iZE 2-19 0, 158 lbs AN- WORK IN CONFLICT 13,117 -798 1 2 & 5 0.073 362118 9-13 1,000 _ 189 lbe 2-�8 0.640 1,50 Its 7-�5 QM 600�bs 9-12 O.M -I'm is V!, THF DA -DUG C , D H E O� ZONING ORDINANCE, 3- 8 0.127 -634 lb. 7-4 0. GIA 471 b. I0-12 1,002 Z292:1s Notes: TKS F-T!\NJ TO - I BE- I< E_ P T 0+N 1) Unless noted otherwise, do not cut or alter any truss member or plate prior approval from a Professional Engineer iE JO_A_T_ ALL INMES 2) When this truss has been chosen for quality assurance inspection, the Doulik Polygon Me" per TPI 1-2007,,Chapter 3 sl�*_d 3) The fabrication tolerance for this roof truss is 20 % (Cq = 0,80). BY: 4) Hanger position is for graphical interpretation only. Hanger shall be specified by trim manufacturer per TPI 1, 5) Provide adequate drainage to prevent pending, BUILDING INSPFCTION DIVISION 6) Brace bottom chord with approved sheathing or purlins per Bracing Summary. 7) Creep has been considered in the analysis of this trim. RELEASE f)(3F-S 1,,',-jT APPL,y To CONSTRUCTION IN 8) The "S YP" label shown in the "Material Surnmary"above indicates the new SPIB design values effective June 1, 2013 were used FASEM�.._N7S OR PLADLIC RIGHT-OF-WAY, ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING ANYTRUSS BASED UPON THIS TRUSS DESIGN DRAWING ARE INSTRUCTED To I TnueBui1d9)Software v5.5.2_202 REFER TOALL OF THE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL PRODUCT'S DESIGN NOTES ISSUEDWITH Eagle Metal Products THIS DES IGN AND AVAILABLE FROM EAGLE UPON REQUEST DESIGN VALID ONLY WHEN EAGLE METALCONNECTORS ARE USED. DO.. TX 75234 1nr,q1,qA nnii/nn99 Rus in Truss Truss: h 15590 CR 543 7obName: lee roy jardan flats todd Designer. Drew Navada, TX 75173 Date: 06/21/16 12:33:34 Page: 2 of 2 SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 32-8-8 0.25/12 2 0-0-0 0-0-0 0-0-0 0-0-0 3 24 in 199 lbs 9) The forces shown for this multi -ply mus are per ply and the reactions are for all plies. Three identical trusses shall be btgt and attached as follows, per ply. IOd Nails or Gun Nails [mm .12'4x2 7/8'1 TC- 2 staggered rows @ 12 in oc, BC - I row @ 12 in oc, Webs - I row @ 12 in oc. Provided the hanger connections do not adequately transfer the applied load to all plies: in addition to correctors shown above, attach each pair of girder plies with supplemental 10dNaiils or Gm Nails [min .ITX2 78'j as follows within 24" of the location shown: TC: 18-2-0,(20)Comnectors TC: 24-6-0,(20)Comectors Connectors shall not encroach on other girder ply connectors or Wyss -to -truss connectors in accordance with the NDS or the connector manufacturer recommendations. 10) When applied loads are on one side of girder; do not flip girder during girdercomector installation, install connectors on the girder side where afforted loadsare applied When applied loads are on both sides of girder, double the spacing and install half of the connectors on one side of girder and then flip the girder to install the other half of the connectors on the opposite side (at double the connector spacing). Connectors on opposite sides of the girder shall be offset 11) Lateral bracing shall be attached to each ply, 12)All fasteners minimum 2-1/2" long, unless otherwise note d 13) Nails in 1st and 2nd ply shall be offset from successive plies by 12 the nail spacing. 14) Where required, sufficient girder hangers shall be provided (by others) to resit reactions shown. 15) Listed wind uplift reactions based on MWFRS & C&C loading, ALL PERS ONS FABRICATING HANDLING, ERECTING OR INSTALLING ANYTRUS S BASED UPON THIS TRUSS DESI GN DRAWING ARE INSTRUCTED To TrueButld®Softvwev5.5.2.202 REFER TOALL OF THE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL PRODUCTS DESIGN NOTES ISSUED WITH Eagle Metal Products THIS DESIGNAND AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLYWHEN EAGLE METALCONNECTORS ARE USED. Dallas, Tx 752M Rushin Truss Truss: i 15590 CR 543 JobName: lee royjardan flats todd Designer. Drew Navada, TX 75173 Date: 06/21/16 12:33:35 Page: I off SPAN PITCH QTY/ OHL OHR CANT CANT PLYS SPACING WGT/PLY 18-2-0 0.25/12 1 0-0-0 0-0-0 0-0-0 0-0-0 1 24 in 106 lbs 18-2-0 5-5-7 5-5-6 5-5-7 1-9-12 1 10-10-13 16-44 18-2-0- — 4.� - 0.25 r12 4 4V- 2xf4 1 3V - 1.9.231 4.94-J4- 1A.31 0-0-0 5-5-7 5-5-6 5-5-70-0-0 1-9-12 5-5-7 10-10-13 164-4 18-2-0 All plates shown to be Eagle 20 unless otherwise noted. r Loading (psf) I General CSI Summary Deflection L/ (10C) Allowed TCLL: 23.1 Bldg Code : IBC 2009/ TC: 0.23(1-2) Vert TL: 0.12 in L,' 999 (8-9) L/240 TCDL: 10 TPI 1-2007 BC: 0.57(8-9) Vert LL: 0.05 in L/999 (8-9) L/360 [Web: BCLL: 0 Rep Mbr Increase No 0.67(3-7) HorzfL: 0.03 in 6 BCDL: 10 LumberDO.L.: 115% Reaction Summary 06/21/2 OF JT BrgCombo Brg_WdlhRqdBrgVvidth Max React MaxGravUpfift MaxMWFRSUplift MaxC&Cja2M MaxUpfift Max Horiz S, 10 1 L5in --- 783 IN 6 1 1.5 in --- 783 lbs -66 N -130lbs -130ft 102 lbs % * -69 lbs -130lbs -1301bs Material Summary . ...... ..... . ...... . Bracing Summary TC SYP92 2x 6 TCBracing: SbeathedorPirfinsat5-9-0,Purhndesipby0diers- ARTURO A. HERNANDEZ ....................... BC SYP#2 2x 4 BC Bracing: Sheathed or Poulins at 10-0-0, Purlin design by Others, ......... Webs SYP 93 2 x 4 88517 Loads Summary 1) This brass has been designed for the effects of balanced snow loads for bips/gables in accordance widnASCE7 - 05 with the following user defined input: 30psfground load, Terrain Category C, Exposure Category partially Exposed (Ce = 1.0), Building Category 11 (1 = 1.00), Thermal Condition Cold ventilated (Ct - 1. 1), DOL ^- 1.15. If e roof configuration differs from hip/gable, Building Designer shall verify snow loads. E METAL PR DUCTS, LL 2) This truss; has not been designed for the effects of imbalanced snow loads. F-9264 3) This truss, has been designed for the effects of wind loads in accordance wi(hASCE7 - 05 with the following user defined input 90 mph, Exposure C, Enclosed, Gable/Hip, Building Category 11 (1=1.00), Overall Bldg Dims 25 It x 60 ft In =15 ft, End Zone Truss, Both end webs considered. DOL s 1.60 4) This Toss; has been designed for the effects ofTC LL = 20 psF. 5) Minimum storage attic loading has been applied in accordance with IBC 16071 Member Forces Summary 7nNe inclicates: Men*J- ID, roax CSL emir lace if different ficna eias tectal litiec). Only faces greater than 3001bs sae sh-a in this table. TC 1-2 0.229 -1,367115 2-3 0.164 -1,471 His 13.4 0155 -50 lbs 14-5 0.140 -543 lbs BC 7-8 0.529 1,466 lbs (.195 lbs) 8-9 0.568 1,364115-1791bs)l W -ba 1-10 0.155 -7351-- 0,668 -1,009 Ibs 16 0.174 -787 lbs 1-9 0.608 1,46911s (.241 lbs) 4-7 Q070 .316 lbs t 2-9 0.092 430 lbs 5-7 0.403 974 Has (-16011x) Notes: % I HIJUTICNN 1) Unless noted otherwise, do not cut or alter any buss member or plate without prior approval from a Professional Engineer 2) When this truss has been chosen for quality assurance inspection, the Double Polygon Method per TPI 1-2007/ChaWr 3 shall, be W(L-- -e 3) The fabrication tolerance for this roof truss is 20 % (Cq = 0.80). CF J 4) Hanger position is for graphical interpretation only Hanger shall be specified by truss manufacturer per TPI L ------ , 5) Provide adequate drainage to prevent pending !Xfl�-'t `,,NY WORK IN CONFLIGT 6) Brace bottom chord with approved sheathing or pirlins per Bracing Summary. I�E- DR NG ORDNANCE, 7) Creep has been considered in the analysis of this truss. Tr 8)The "SYP" label shown in the "Material Summary" above indicates the new SPIB design values effective Juno 1,2013were used. tl�?,0N 9) A. , F E Kra"Pl Where required, sufficient girder hangers shall be provided (by o others) to resist reactions shown 10) Listed wind uplift reactions based on MWFRSr & C&C loading. HE JC",3 kd- Ji"d—1 - -F� , 11, '-)A BY: -,-DINP UF�,PFCTInN D[VISION r I T AF i') [- Y Ti.) CONSTRUCTION IN 0,'!i Pi;BUC RIGHT-OF-WAY, L��Z"TT P - A DQQ,-)jfr:n ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING ANYTRUSS BASED UPON THIS TRUSS DESIGN DRAWING ARE INSTRjc-T�iio- �rue�Bu���- iJd9Softvvarev5.5,2,202 REFER TOALL OF THE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL PRODUCTS DESIGN NOTES ISSUED)ATITI Eagle Eaglelvletalftd cis u THIS DESIGNAND AVAILABLE FROM EAGLE UPON REQUEST DESIGN VALID ONLYWHEN EAGLE METALCONNECTORS ARE USED, Dallas, TX 75234 1 nrq i At, nn 1 1;inn9,) Rus 'aa Truss Truss: J 15590 CR 543 JobName: lee roy jardan flats todd Designer: Drew Navada, TX 75173 Date: 06/21/16 12:33:36 Page: 101`1 SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 8-5-8 0.25/12 1 1/ 0-0-0 0-0-0 0-0-0 0-0-0 1 24 in 59 lbs 3-01 557 3-0-1 8-5-8 2x4 - 3x5 - 1.q3l 0.2512 41- 8xj32- 0-0.Q 0.0-0 3-0-1 8-5-8 All plates shown to be Eagle 20 unless otherwise noted. Loading (psf) General CSI Summary Deflection LJ (loc) Allowed TCLL : 23.1 Bldg Code : IBC 2009/ TC: 0.18 (2-3) vert TL: 0.05 in L/999 (4-5) L/240 TCDL : 10 TPI 1-2007 BC: 034(5-6) vert LL: 0111 L/999 (4-5) L,' 360 BCLL : 0 Rep Mbr Increase No Web: 0.19 (3-4) Herz TL: 0 in 3 BCDL : 10 Lumber D.O.L.: 115% Reaction Summary IT Brg Combo Brg Widdt Rqd Brg Wichh Max React Max Grav Uplift Max MWFRS Uplift Max C&C Uplift Max Uplift Max Horiz 6 1 m 1.5 --- 355 lbs -42 lbs -154lbs -154Ibs 111 lbs a F 3 1 5.5 in 1.50 in 374 lbs -54 lbs -134 lbs -1341bs Material Summary TC SYP #2 2x 6 BC SYP#22x4 Webs SYP #3 2x 4 Bracing Summary TC Bracing: Sheathed or Purlins at 6-3-Q Purim design by Others. BC Bracing: Sheathed or Purlins at 10.0.0, Purlin design by Others. Loads Summary 1) This truss has been designed for the effects of balanced snow loads for hips/gables in accordance w thASCE7 - 05 with the following user defined input 30d4 load, Terrain Category C, Exposure Category Partially Exposed (Ce = 1.0), Building Category II (I =1.00), Thermal Condition Cold ventilated (Ct= 1. 1), DOL= LtS. roof configuration differs from *gable, Building Designer shall verify snow loads. 2) This truss has not been designed for the effects of unbalanced stow loads. 3) This buss has been designed for the effects of wind loads in accordance withASCE7 - 05 with The following user defined input 90 mph, Exposure C, Enclosed, Gablehlip, Building Category II (I = 1.00), Overall Bldg Dims 25 ft x 60 A h= 15 It End Zone Mass, Both end webs considered DOL =1.60 4) This truss has been designed for the effects ofTC LL = 20 psf. 5) Minimum storage attic loading has been applied in accordance with IBC 1607.1 Member Forces Summary TC� 156bs 1 2-6 0.127 401 lbs 3-5 0.139 335 lbs (428 Notes: IN ARTURO A, HERNANDEZ 88517 19ble indicates: Member ID, minx CSI, — axial face, (atax wall ,, face if different frac max axial face). Only faces Beater than 3Mba are shown in this table. METAL PRODUCTS, F-9264 4 41,-.,, .,� W.M.. FOR 1) Unless noted otherwise, do not cut or ober a� truss member or plate without prior approval from a Professional Emgmee "� i .r� "� e„ `u �� � � � 2) When this truss has been chosen for quality assurance inspection, the Double Polygon Method per TPI 1-2007/Chapter 3 shall be used 3) The fabrication tolerance for this roof truss is 20 %(Cq = 0-80). f_ __ 4) Hanger position is for graphical interpretation only Hanger shall be specified by truss manufacturer per TPI I. =' � 1 I ' i1 5) Provide adequate drainage to prevent ponding. -- -- -.-- 6) Brace bottom chord with approved sheathing or purlins per BracingSunmary. RD EASE DOES NO 11'!.1 i O'S7F PAN WORK N CONR_IC'J' 7) Creep has been considered in the analysis of this truss. ',L'I[D - �;ODF )Fd ZPVING C LIN�`P CE 8) The "SYP" label shown in the "Material Summary' above indicates the new SPIB design values effective June 1, 2013 were used 9) Horizontal clearance between inside face of bearing and where the outside edge of the end web meets the bottom side of the top chord shau not- @ 01. ll (xi Rushin Truss Truss: k 15590 CR 543 JobName: lee royjardan flats todd Designer. Drew Navada, TX 75173 Date., 06/21/16 1233:38 Page: I of2 SPAN PITCH QTY OHL OHR CANT L CANT PLYS SPACING WGT/PLY 3-1-0 0A2 1 / 0-0-0 0-0-0 0-0-0 0-0-0 2 24 in 23 lbs 1.5f3l 39- 3A - IJ5x31 0-0-0 0-0-0 3-1-0 All plates shown to beEagle 20 unless otherwise noted. Loading (psf) General CSI Summary Deflection Ll (100 Allowed TCLL: 231 Bldg Code IBC 2009/ TC: 0.04(1-2) Vert TL: oin L/999 (3-4) L/ 120 TCT)L: 10 TPI 1-2007 BC: 0.03(34) Vert LL: 0 i L /'999 3 L/360 BCLL: 0 Rep Mbr Increase No Web: 0.10(14) Herz TL: 0 i 3 BCDL: 10 LumberD.O.L.: 115% Reaction Summary 06/21/2 JT Brg Combo BrgWidth RqdBrgWidth Max React Max GravUplift Max MWFRSUplift Max C&CUplift Max Uplift Max Honz 4... I 1.5 in 133 fins -54 Ins -101 lbs -101 N -98 lbs 3 1 15 in --- 133 N -54 dis -98 lbs -98 lbs ......... ... ..... .... Material Summary Bracing Summary ARTU . RO A, . HERNAN . DEZ TC SYP#2 2x 6 TC Bracing: Sheathed or Purlins at 6-3-0, Purlin design by Others, ............................. BC SYP#2 2x 6 BC Bracing: Sheathed or Purlins at 10-0-0, Purfin design by Others. 88517 Webs SYP #3 2 x 4 Loads Summary 1) This truss has been designed for the effects of balanced snow loads for hips/gables in accordance wfthASCE7 - 05 with the following user defined input. 30psf ground snow L load, Terrain Category C, Exposure Category Partially Exposed (Ce =1.0), Budding Category 11 (1 = Loo), Thermal Condition Cold ventilated (Ct = 1. 1), DOL =1.15. Ifthe roof configuration differs from hip/gable, Building Designer shall verify snow loads- E METAL PR DUCTS. 2) This miss has not been designed for the effects of unbalanced snow loads. F-9264 3) This truss has been designed for the effects of wind loads in accordance withASCE7 - 05 with the following user defined input 90 mph, Exposure C, Enclosed, Gablefflip, Building Category 11 (1 = 1.00), Overall Bldg Dims 25 ft x 60 f; h= 15 ft End Zone Truss, Both end webs considered DOL = L60 4) This truss has been designed for the effects ofTC LL = 20 psf. 5) Minimum storage attic loading has been applied in accordance with IBC 1607.1 Member Forces Summary Tablindicates: Member to, wCS1, —.,dajf=.,c farxifdifferent ftanmoxa )da1f=e). Only fZxoss gmatuthm 300[bsare shown in this table. Tu 11C Notes: CI-T)ME GPArEVINE "CTIO 1) Unless noted otherwise, do not cut or alter any Wass member or plate withoutprior approval from a Professional Engineer. 2) When this Wass has been chosen for quality assurance inspection, the Double Polygon Method per TPI 1-2007/Chapter 3 sP� EAS3 E"' FRU "' 3) The fabrication tolerance for this roof truss is 20 % (Cq = 0.80). 4) Hanger position is for graphical interpretation only Hanger shall be specified by truss manufacturer per TPI 1. 5) Provide adequate drainage to prevent pending. Q 11-J, FET; CIF. 6) Brace bottom chord with approved sheathing or purlins per Bracing Summary. 7) Creep has been considered in the analysis of this buss. fit, 1:hSrDOFF) NOT NJIT H'ON/EANY WIR0< IN CO'NFI.-ICT 8) The "S YP" label shown in the "Material S unumary" above indicates the new SPIB design values effective Jume 1, 2013 were us�A 1 T H brie [311' 1 L 1), 1 N (C-'� l ; F ) E-' � 0 t , ZC' NWG'i OHE)WINCE I FHS� PLP�N` --0,9sl-7 KF71- ON "FHE,X-10 AT ALL -HP`,41ES DATE, BY., BLi!ij,qq W -TEASE F �,Jr, OWN QF-Y,!AY ALL PERSONS FABRICATING, HANDLING, ERECTTNGORINSTALLING ANYTRUSS BASED UPON THIS TRUSS DESIGNDRAWINGARETNSTRUCTED-10--firueBurldv-5'.5.2,202 REFER TOALL OF THE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL PRODUCTS DESIGN NOTES ISSUEDWITH Eagle MetalSoftProducts THIS DESIGNAND AVAILABLE FROM EAGLE UPON REQUEST DESIGN VALID ONLY WHEN EAGLE METALCONNECTORS ARE USED, Tna las, TX 7s 4 inR?i.qr, on17/nng? inwilsap, nniginngg Rushin Truss Truss: I 15590 CR 543 JobName: lee roy jardan flats todd Designer. Drew Navada, Tx 75173 Date: 06/21/16 12:33:39 Page: i of2 SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 3-1-0 0/12 1/ 0-0-0 0-0-0 0-0-0 0-0-0 2 24 in 24 lbs 3-1-0 3-1-0 3-1-0 L5f3 i 3.? - 3x3 - 1.5z3 1 0-0-0 0-0.0 3-1-0 All plates shown to be Eagle 20 unless otherwise noted. Loading (pst) I General CSI Summary Deflection L((loc Allowed TOLL: 23.1 B1dgCode: IBC 20091 TC: 0.04(1-2) VertTL: Dar L/999 (3-4)� L/120 TCDL : 10 TPI 1-2007 BC: 0.03(3-4) vert LL: 0 in L/999 3 L/360 BCLL : 0 Rep Mbr Increase No Web: 0_10(1-4) Herz TL: 0 in 3 BCDL : 10 Lumber D.O.L.: 115% Reaction Summary 06/2112 JT Brg Combo Brg Wdth Rqd Brg Widd Max React Max Grav Uplift Max MWFRS Uplift Max C&C uplift Max Uplift Max Horiz AY 4 1 1.5in --- 133 lbs �� 58 ibs 101 Ibs 101 lbs 10316s 3 1 1.5 of 133 U -58 lbs -98 lbs -98 lbs Material Summary2 2x Bracing Summary........................ ATC � TCBracing: Sheathed or Purlins at 6-3-0, Purlin design by Others. ARTUROA,HERNA DEZ+ BC SYP42 2x 6 BCBracing: SheathedorPurhmat10-0-0,PurhndesignbyOthers. � �a®.°..S£351 T.a.a.... ..a Webs SYP #3 2 x 4 Loads Summary �� m 1) This truss has been designed for the effects of balanced snow loads for hips/gables in accordance withASCE7 - 05 with the following user defined input: 30 psf ground sno load, Terrain Category C, Exposure Category Partially Exposed (Ce = 1.0), Building Category II (1= 1.00), Thermal Condition Cold ventilated (Ct = 1. 1), DOL = 1.15. If th roof configuration differs from hip/gable, Building Designer shall verify snow loads. 2) This truss has not been designed for the effects of unbalanced snow loads. METAL PRODUCTS, Iw loads. F-9264 3) This truss has been designed for the effects of wind loads in accordance withASCE7 - 05 with the following user defined input. 90 mph, Exposure C, Enclosed, Gable/Hip Building Category II (I= 1.00), Overall Bldg Dims 25 ft x 60 ft, h=15 $ End Zone Tmss, Both end webs considered DDL =1.60 4) This truss has been designed for the effects ofTC LL = 20 psf. 5) Minimum storage attic loading has been applied in accordance with IBC 1607.1 Member Forces Summary Table iadicates: Membu m, a CSI, a ax ex atfanc, Icornix. f=;rmffi-,t frm mae aria( fes), only faces eta than 300lbs are shorn in this table. TC vwbs Notes: l T,_Y t_� A 1) Unless noted otherwise, do not cut or alter any truss member or plate without prior approval from a Professional Engineer t v 2) When this truss has been chosen for quality assurance inspection, the Double Polygon Method per TPI 1-2007/Chapter 3 shaT ai` 1 , " („ s I (y " 3) The fabrication tolerance for this roof truss is 20 %(Cq= 0.80). "f 4) Hanger position is for graphical interpretation only. Hanger shall be specified by truss manufacturer per TPI 1. 5 Provide adequate( F r drainagetaprevernpondmg `ta..-�� t Brace bottom chord with approved sheathing or parlors per Bracing Summary. - - 7) Creep has been considered in the analysis of this truss. REL DOES NO i� i E 1(7 _i �t � f U+� 3�s � � � r r 8) The "SYP" label shown in the "Material Summary" above indicates the new SPIB design values effective lime 1, 2013 were use VI it i T f IE U U' I n l I a J0 a Alf , �...v DATE: � -- r Y: EUI r �!(� ALL PERS ONS FABRICATING,HANDLING, ERECTINGORINSTALLINGANYTRUSSBASEDUPONTHISTRUSSDESIGNDRAWINGAREINSTRUCTEDTON TrueBuild®Softwarev5.5. REFER TOALL OF THE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL PRODUCTS DESIGN NOTES ISSUEDWITH Eagle Metal Products THIS DESIGNAND AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLY WHEN EAGLE METALCONNECTORS ARE USED. Dallas, 1x 75134 1 nrq 1 p1r, nn 1 Q/nn,?'7 1nr,,ii 2r, nn?Gino?'? 1 flr,`21 Ar, t` ng i /nn,?? Rushin Truss m 15590 CR 543 e roy j ardan flats todd FDesigner. Navada , TX 75173 rew 12:33:40 Page: 1 of 1 SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 19-0-0 0.25/12 3 0-0-0 0-0-0 0-0-0 0-0-0 1 24 in 123 lbs 19-ao 4-8-12 5-5-7 5-5-6 -. 3-4-7 4-8-12 10-2-3 15-7-9 19-0-0 2x4 - 3x6 - 8 12- 0.2fY 4>4- 4x44- 8x�2- o� m� Nf� T 1.5x31 4x8- 3X84 - 3A - 1.56x31 0 0-0-0 4-8-12 5-5-75-5-6 34-7 0-0-0 4-8-12 10-2-3 15-7-9 19-0-0 All plates shown to be Eagle 20 unless otherwise noted. Loading (psf) I General CSI Summary (Deflection L/ (lee) Allowed TCLL : 23.1 Bldg Code : IBC 2009/ TC: 0A5(3-4) Vert TL: 0.09 in L/999 (8.9) L!240 TCDL 10 2 : TPI 1-2007 BC: 0.50(8-9) Vert LL: 0.04 in L/999 (8-9) L (360 BCLL : 0 Rep Mbr Increase :Yes Web: 0.52 (1-9) Horz TL: 0.02 in 5 BCDL : 10 Lumber D.O.L.: 115% Reaction Summary 06/21/2 OF 71 TT BrQCombo BrgWddtRgdBrt Wildr .a.a.a Max React MaxGravUplift MaxMWFRSUphft MaxC&CUphft Max Uplift MaxHoriz �L��m&ag ®� 1 1 5.5 m 1.50 m 819Ibs -67Ibs -136 lbs 136 lbs 1111bs 5 1 5.5 in 1.50 m 819Ibs 6816s 13616s 136llu � m Summary BracingSumma RTURa«A, TMaterial H KANDE C SYP#2 2x 6 TCBracing: Sheathed ooPudinsat6-l-0,Purlin design by Others. AR..... ..N......NC}EZ BC S YP #2 2x 4 BC Bracing: Sheathed or Purlins at 10-0-0, Partin design by Others m &$ ��� 88517��«�� Webs SYP 43 2 x 4 Loads Summary 1) This truss has been designed for the effects of balanced snow loads for hips/gables it accordance whhASCE7 - OS with the following user defined input. 30 psE'gound snow vL load, Terrain Category C, Exposure Category Partially Exposed (Ce = 1.0), Building Category II (I= 1.00), Thermal Condition Cold ventilated (Ct=1.1), DOL =1.15. If the roof configuration differs from hip/gable, Building Designer shall verify snow loads. E METAL PR DUCTS, LL 2) This truss has not been designed for the effects of unbalanced snow loads. F-9264 3) This truss has been designed for the effects of wind loads in accordance withASCE7 - 05 with the following user defined input 90 mph, Exposure C, Enclosed, Gable/Hip, Building Category II (I= 1.00), Overall Bldg Dims 25 ftx 60 ft h=15 ft End Zone Truss, Both end webs considered. DOL = 1.60 4) This truss has been designed for the effects ofTC LL = 20 psf. 5) Minimum storage attic loading has been applied in accordance with IBC 1607.1 Member Forces Summary ewe indicates: Member to, aax CSI, atax,edal face, (a e.W.. f� if different flan, max a�da1 fntee). only faces tteme<than 3mbs are she,a in this labile. TC 1.2 0.118-1.109lbs 23 0.141-110Its 134 0.152-1,441 lbs 4-5 0.105 -771 its BC 7-8 om 769Ibs -6916, 8.9 0.501 1,437 lbs -172165 trkl, 1-9 0525 1,267 its (-1951bs) 4-8 0.309 746Ita (-112011,)-T.7777-77-7,ry,3 p l ',y 1,y. 2-9 am-3481ta 4-7 0.143 -6261hs �..j )_ i §"� ' � E' _�_ 3-9 0.267 -392Rs 5-7 0.438 I,n581bs (-1671ba) Notes: �s 1.W� � � �'�» 4 1-t� laws 1 ��� 1) Unless noted otherwise, do not cut or alter any truss member or plate without prior approval from a Professional Engineer. When this truss has been chosen for quality assurance inspection, the Double Polygon Method per TPI 1-2007/Chapter 3 shall be used ( ' "' 3) The fabrication tolerance for this roof truss is 20 10 (Cq = 0.80).----..—. __.___.. 4) Provide adequate drainage to prevent ponding, I j,') /,j MJ(- (-. p? r ANY '-,NGF (P (; O fel l Ll CT 5) Brace bottom chord with approved sheath* or purlins per Bracing Summary. T! 1 T ; 6) Creep has been considered in the analysis of this truss. t J1`i�T OR��it�!^,SCE, 7) The "SYP" label shown in the "Material Summary" above indicates the new SPIB design values effective June 1, 2013 were used. 8) Horizontal clearance between inside face of bearing and where the outside edge of the end web meets the bottom side of the top chord shall not exceed 65' t °-'' s '§ t i ' 1 O 9) Listed wind uplift reactions based on MWFRS & C&C loading. ,R, r BY: r ��f Qi^T10N FN r 1 i41 Y--tnrnY, ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING ANYTRUSS BASED UPON THIS TRUSS DESIGN DRAWING ARE INSTRUCTED TO TrueBuikl(g) Software v5.5.2.202 REFER TOALL OF THE INSTRUCTIONS, LIMITATIONS AND QUALIFICATIONS SET FORTH IN THE EAGLE METAL PRODUCTS DESIGN NOTES ISSUEDWITH Eagle Metal Products THIS DESIGNAND AVAILABLE FROM EAGLE UPON REQUEST. DESIGN tiA LID ONLY WHEN EAGLE METALCONNECTORS ARE USED. Danns, IX 75234 1 flr,`21 Ar, t` ng i /nn,?? n t r K TIP SIDE HEAD SIDE TIP SIDE b HEAD SIDE HEAD SIDE v r K y zz HEAD S[DE C7 Z m dH A zz ro w O O ------------- O O O J O a O a O V. C A G A O 00 O W +O tJ tJ O O O p O O a r A O � A Qv v0 N A A tro" ------------------- N W W w J K � ` m v K .A m z .ap a O T A N N N �' v0 •.. A v0 to N � K x N A J � O A z � fai P vAO — J u7 y K ro Y J A O n A r H_ K b N N w z h n t r K TIP SIDE HEAD SIDE TIP SIDE b HEAD SIDE HEAD SIDE v r K y zz HEAD S[DE C7 Z m dH A zz ro O O O ------------- O O O J O a O a O V. C A G A O 00 W . W +O iJ O p 00 O O O p O O a a A O � A Qv v0 N A A tro" ------------------- N K � v K .A .�A .ap a O T A N N N �' v0 •.. A v0 to N � K x N A J � O A a fai P vAO A J u7 y K ro J A O V A r K b K � W a a A '9 ` b � J A Tl K b y � O W K m A p w K O z \ K ^o J A N O r lu "O K b J A K bX � w K b N O INJ r K K N b „mo n b J A IAJ .p Ov A .Np N ` K z o Os tJ O O O O Op O W� ti c r O K N 7.��., ,'�3"•,'gyp ,co K ENGINEERING.�fA E,� h �'"I'! C' DRAWING MULTI -PLY TRUSS GIRDER PLY C(�NN'tGt,©R �. n� MBER FOR ISOLATED POINT LOADS '�D , ! C , SAD o _..1fif�7PC Build Wim Confidence ,._. .-_ F.,_ inri1Rr; nn,;Ii%nn,)`i L � _7 s400 A > m m —M C07 A TRUsS t A-- --------- T pg /q f= IF —4- tj -u nillill, I SHEET: RELEASE DO Wil H THE > ul Z. nH A 11 FANG C DE OP --M" uss T ILDING I PEGTIONI bIVISI.ft I SHEET: RELEASE DO Wil H THE 1-1 C> > ul Z. Or 11 FANG C DE OP --M" ILDING I PEGTIONI bIVISI.ft TION (MTS OR kBU' FUGHT-(J-WAY. c STBE-A-PF-'RQ B --D H 1-1 C> June 24, 2016 Coker Engineering LLC Review Notes for: EPI Kitchen Showroom 1903 Stone Myers Pkwy Grapevine TX 76051 Submitted by: Front Line Fire Protection Inc 17815 Davenport Rd Suite 180 Dallas TX 75252 The sprinkler shop drawing and hydraulic calculations were reviewed for compliance with NFPA 13, Standard for the Installation of Sprinkler Systems, 2002 Edition and the City of Grapevine Fire Code. Project Description: 107 sprinklers will be installed in a wet pipe system in this facility. The sprinkler riser is supplied by an underground fire line which is connected to public water distribution system. A backflow assembly is provided in the underground fire line. A wall mounted fire department connection is provided on the exterior of south wall of the building. An electric bell is provided on the exterior of the fire riser room for local alarm. Water flow and valve tamper switches are provided for connection to the fire alarm system. The sprinkler shop drawing and hydraulic calculations indicate compliance with the minimum requirements of the referenced standards. This plan review is subject to field inspection by the Fire Marshal's office, and in no way relieves the licensed contractor of the responsibility to comply with all applicable adopted codes and ordinances for this project. Reviewed by Ronald B Coker PE <,F Life Safety & Fire Protection Engineering I 910S/ AM)1d S213AN 3NOIS E061 LJ OIANWS MA NOMIMOHS N3H:)11>1 1d3 26. ENGINEERS : FSED (972) 228-3632. ADDRESS : 2916 Beaker Drive, Daas, TX 75241. LICENSE : FRONTi LINE FIRE PROTECT ON INC. DESIGNER : JOE FONTAINE DATE : 06-10-2016 FILE : EPI KITCHEN SHOWROOM JOB NAME : EPI KITCHEN SHOWROOM LOCATION : 1903 STONE MYERS PKWY. DESIGN DATA. HAZARD DENSITY AREA PER SPRINKLER TOTAL CALCULATED AREA TOTAL SPRINKLERS CALCULATED FLOW DATA. TOTAL SPRINKLER FLOW TOTAL HOSE STREAM : TOTAL WATER REQUIRED BASE OF RISER NODE: 16FLOW / GRAPEVINE, TEXAS ORDI ARD HAZARD GP IT .2 q Ft Reviewed for Compliance with 13 Sq Ft Applicable Nationally Recognized Codes and Standards 143 Sq Ft See Review Notes Dated I Heads June 24, 2016 COKER ENGINEERING LLC Ronald B Coker PE 328. Gpm 250. -pm 578.2 Gpm 2 328.Gpm PRESSURE 59.5 psi AUTHORITY HAVING JURISDICTION FIRE EPARTMENT PHONE I -V'JTvn0aNT K-1ACTOR CALCU TOR ENGINEERS : FSED (972) 228-3632. ADDRESS : 2916 Beaker Drive, Dallas, Date: 06-10-2016 TX 75241. EQUIVALENT K -FACTOR CALCUL ION Sprinkler K -Factor 8.0 Sprinkler Elevat'n 6.5 Ft Branch -Ln Elevattn 4.8 Ft Pipe Diameter Ft Pipe Length 1.049 In Fitting Length 1.7 Ft Total Length 5.0 A C -Factor 6.7 Ft 1 0 Equivalent K -Factor 7.181 Copyright: Hydronics Engineering(2005) 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555. (510) 487-9160. t lyE SPRINKLER H DRAULIC"S 5.5 - SUBMITTAL. Page 1 ENGINEERS : FSED (972) 228-3632. ADDRESS 2916 Beaker Date: 06-10-2016 Drive, Dallas, 7.x241. File: JOB : EPI KITCHEN SHOWROOM ��,,\H . DRON55\E C:\HYDRON55\E I KITCHEN SHOWROOM .hyd SOURCE STATIC 85 Psi RESIDUAL : 60 P,,i FLOW 3037 Gpm NODE ELEVATION K- NO.P Feet FACTOR SSURE DISCHARGE ______________________ SiGpam 1C)1 16.5 1C�1' 16.5 7.18 ---_________________ 6.1 28.8 10_'16.5 1.18 6.4 29.1. 104 1.6.5 7.18 7. 3 29.9 5 x.05 16.5 7.18 9.3 31.6 106 16.5 7.18 4.5 .35.6 107 16.57.18 3.1 26.0 108 16.5 7.18 4:5 �?6.3 109 16.5 7.1.8 0 5.7 26.9 `'8.4 110 16.5 7.18 8.6 ill 16.5 7.18 3.4 31.0 12 13.6 34.7 13 13.5 7.8 14 13..5 8.2 1 5 13.5 0.9 16 1.0 3.1 17 0 9.5 18 0 0.9 190 . SOURCE 5.9 6.1 578.2 SPRINKLERS FLOWING 11 AREA PER SPRINKLER 130 H ds IIN SPRINKLER FLOW � Ft ?6 Gp =REQUIRED DENSITY COMPUTED DENSITY .2 Gp iISg Ft ' .2 Gp /Sq Ft POTAL SPRINKLER, FLOW 328.2 Gp ONSIDE HOSE STREAM )UTSIDE HOSE STREAM °250 G p G p VOTAL WATER REQUIRED 57��.�Y Gp 70TAL SPRINKLER PRESS 61.1 Ps rALVE FIXED LOSS K- SUPPLY PRESS AVAILABLE) 8 3. 8 Copyright{2007) EM.AN D I=RE ,; RE�U I RE D 66 � 1 Ps Ps b 'I�ESSCIRE CUSHION 17.8 Hydr�ics r� Engineering Ps 34119 Fremont Bl S 9 Suite 60� iAXIMUM VELOCITY2 5 0 Fremont, CA 94555 . F/ (800) 845-9819 int. �jFRiNKLERDRAULICS 5.5 - SUBMITTAL. Page 2 ENGINEERS : FSED (972) 228-3632 ADDRESS : 2916 Beaker_ Drive, Dallas, TX 75241. Date: 06-10-2016 File: C:AHYDRON55\E I KITCHEN aHOWROOM.hyd JOB : EPI KITCHEN SHOWROOM PIPIPE t33�'G FLOW K -FACTO LENGTH C -FACTOR END Cpm FITTING T TYPE �'"1'G FRI-LOSS � PRESSURE ------------------------1------- - -DIAMETE TOTAL (Psi/Ft:) (Psi) 101 1 q -18.8K= 7.19 ----- 10.0 ------------------------ --Pt � _ `' A � 78.8 Vel= 4.2 F= F= . 0 G= 120 Pe Pt 16.1 16.1. 102 D= 1.68 TL= 10.0 .0.57 Pf .0 Pv-.1. ------------------------------ .3 Pn 16.0 Pt 16.4 102 ' q= ::'9.C) K= 7.18 _ �_--________________________ = 10.0 --Pt t?�- 57.9 F= FF= .0 G= "120 Pt 16.4 1-6.4 103 Vel.= 8.4 D= 1.68' TL= 10.0 Pe .0 Pv -.5 ------------------------------- .0932 Pf .9 Pn 15.9 -- Pt 17.3 1Q3 3 q= 29.9 K= 7.18 __________________________ L= 10.0 ---- ________ - Q= 87.7 F= F= .0 C= 120 Pt 17.3 Pt 17.3 104 Vel- 12.7 D= 1.682 TL = 10.0 Pe .0 Pv -1.1 ----------- .2013 Pf 2.0 Pn 16.2 Pt 19.3 104 4 q= 31.6 K= 7.18 -L= 6.5 ___ ---- Q= 119.3 F'= 2E F= 8.0 C= 20 Pt 19.3 Pt 19.3 105 Vel= 17.2 D= 1,.682 TL= 14.5 c .3 54 Pe Pf .0 Pv -2.0 5.2 Pn 17.3 --------------- -------- t.4...,= 5 105 q=- w35.6 K= 7.18 -------------------- L= 29.8 ------------------- Q= 154.9 F= T F= 8.0 C= 120 Pt 24.5 Pt 24.5 12 Vel= 22.4 D= 1,682 TL= 37.8 Pe 1.3 Pv -3.4 .576 Pf 21.8 Pn 21.2 ---------- --------------------------------------------------------- --------------- Pt 47.8 106 6?= q---26.0 K= 7.18 - L=�- _ __________________________ 9.0 -13.1 26.0 F=E F= 8.0 C- 12Q Pt 13.1 Pt 107 Vel- _3.8 1 D- 1 r 682 L- 1 7. 0 .0212 Pe Pf .0 Pv -.1 .4 Pn 13.0 _ -- -- ------------ ___--____-_ 13.5 107 7 q= 26.3 K= 7.18 _ L'---- - - ---------------------------- 7.0 .0 C= 120 Pt 1.3.5 Pt 13.5 1.08 Vel= 7.6 D= 1682 . L= 7.0 Pe .0 Pv-.4 .0773 Pf .5 Pn 13.1 ----------------- Pt 1.4.0 2 1.08 q=26.9 K- 7.18 __________ L_ 10.0 ________________________ Q= 79.2 F= F= .0 C= 120 Pt 14.0 Pt 14.0 109 Vel= 11.4 D= 1.682 L= 10.0 .1665 Pe Pf .0 P�,:� -.9 1.7 Pn 13.1 ------------ ---- 7-_ 109 q= 28.4 _ K= L= - -1.0.0 -__ ------- � -,- 7.18 ------- Q= 10'7.6 F=Pt F= 15.7 Pt 15.7 110 Vel= 15.5 D= 1.682 L= .0 C= 120 10.0 Pe »0 Pv -1 .6 .2937 Pf 2.9 Pn 14.1 --------------------- --------------------------------------------------------- --- Pt 18.6 - ---'- z -L nn �) FR i N KLER ENGINEERS : FSED (972) 228-3632. ADDRESS : 2916 Beaker Drive, Dallas Date: 06-10-2016 File: C:\HYDRON55\ JOB : EPI KITCHEN SHOWROOM YDRAULICS 5.5 - SUBMITTAL. TX 75241. I KITCHEN SHOWROOM.hyd Page 3 PIPE BEG FLOW NO. K -FACT LENGTH C -FACTOR 4691 Cpm END FITTIN TYPE FTG FRI-LOSS PRESSURE ---------------------- ----------------- DIAMETE, Pt 23.4 TOTAL (Psi/Ft) (Psi) 110 q= 31.0 10 K= 7.18 ------ L= ---------------------------------- 10.0 -- ---- Q= 138.6 Vel= 20.0 F= F,-= .0 Pt C= 120 Pe 18.6 Pt 18.6 Pt 23-4 D= 111 .68 TL= in n D= 168 . -0 Pv -2.7 11 12 0 14 Im m 0 l --------------------------------- 4691 Pf 4.7 Pn 15.9 Pt 23.4 111 q_q34.7 K= 7.18 ----------------------- L= 24.8 -- ---- Q= 173.3 F= T F= 8.0 c= 120 Pt 23-4 Pt 23.4 13 Vel= 25.0 D= 168 . TL= 32.8 Pe 1.3 Pv -4.2 --------------------------------- .7092 Pf 103.3 pl, lq.�� Pt 48.2 12 q= .0 K= () °0 ----------------------- L= 15.0 --- -- -------------- ---- Q= 154.9 F= F= .0 P t 4 7. 83 , Pt 4 7 VeJ.= 6.0 D= 3.26 TL= 15.0 C=120 02 Pe .0Pv � _")13 ________________________________Pt Elf .3 Pri 4 7' 5 48.Z2 13 q= .0 K= .0 L= ---- ---------------------------- 15.0 Q= 328.2 F= T F= 15.0 C= 120 Pt 48.2 Pt 48.2 14 Vel= 12.6 D= 3.26 TL= 30.0 Pe .0 Pv -1.1 --_.,-_.._._--_.---.__ .0921 Pf 2-8 Pn 47.1, ---___-__--_.-_----_---------------------- Pt 50.9 .() L= 66.5 -- ---- Q= 328.2 F= 2E F= 20-0 C= 120 Pt 50.9 Pt 5�c).q 5 Vel-= 7.4 D= 4.26 TL= 86.5 Pe -0 Pv .025 Pf 2-2 Pn 50.6 --------------------------------------------------------- Pt 53.1 L= 10.6 -- ---- Q= 328.2 .F= ALV 26.0 c= 120 Pt 53.1 Pt 53.1 16 Vel=-. 7.4 D= 4 TL= 36.6 Pe 5.4 Pv -.4 .025 Pf .9 Pn ------------------------------ ------------------------------------------ Pt 59.5 1.6 q= .0 L= 248.0 Q- 328.2 3E1, F= 77.0 C= 150 Pt 59.5 pt 59.5 17 Vel= 3.6 D= 6.09 n L= 325.0 .0029 Pe .4 Pf Pv -,_I .9 Pn 59.4 ---------------- --------------------------------------- Pt 60.9 17 Q= 328.2 -- --------------------- FIXED PRESSURE LOSS Pt 60.9 18 Valve 5.0 --------------------------------------------------------- Pt 65.9 0 q= .0 K= 0 L= 5.0 -- ---- Q= 328.2 F= GT F= 50.0 C= 150 Pt 65.9 Pt 65.9 19 Vel= 3.6 D= 6.09 r L= 55.0 Pe .0 Pv -.1 .0029 Pf .2 Pn 65.8 ------------- ---------------------------- --------------- --------------------------------------- Pt 66.1 -------------------------------------------------------------------------- Q= 578.2 --------------------------------------- <<< SOURCE >>> Pt 66.1 UMMERCIAL FIRE SPRINKLER HYDRAULICS 5.5 - SUBMITTAL. ENGINEERS : FSED (972) 228-3632. AD 17,',R E S S : 2916 Beaker Drive, Dalla , TX 75241. DATE : 06-10-2016 FILE JOB C:\H'DRON55\EPI KITCHEN SHOWROONj : EPI KITCHEN SHOWROOM hyd PSI 100 90 80 70 60 50 40 30 20 - 10 0 FIRE SPRINKLE4 HYDRAULIC GRAPH 200 300 400 5 0 G) 600 ----0 Water Supply Static : �,� Resid : 60 Flow 3037 ---* Water Demand Avl Press : 93.8 Psi @ 578 Gpm Recj Press : 66. 1 psi @ 578 Gpm Press Cush : 1-7.8 Psi 00 800 900 1000 DW - G PM Copyright: Hydronics Engineerinq 2007 34119 Fremont Bi-, Sui e609, Fremont, CA. 94555. (8 00) 845-9819. NOV 8 2016/ 012009 Section €:5 S propenes all,limited - stated in Section 5.b. All illuminated exterior signs shall meet the requirements of Section 5.b. f. Matenng equipment - Lighting hovels of outdoor fighting shall be measured in foo[candl, with a direct reading portable light meter with a cove, and cosine corrected serlscr with mulUpla scales. The meter shall read within on accuracy of plus or minus five (5) percent. It shall have been tested and calibrated by an independent commereiai photometric laboratory or themanufacturer within one (1) year of dale of use as ottestrrd to by a certificate issued by such laboratory. All lighting in,talialmns shall be tested by a State of Texas licensed Professim at Engineer or a Registered Master Electrician prior to final inspection bythe City, Test re alts shall be submitted le the Building Inspection Department prior a, final inspection. It shall be the prepariy owners responsibility, to provide testing results ,et anytime afterthe, is5uence of a certificate of occupancy, if requested by the Building Official to prove that legal illumination levels are being met. Me nsurenents to dote mina light levels Shall ba,, done with metering equipment described In Section 51. with a sensor mounted no more than 'six (6) inches above gratmd level In a horizontal position Readmps shell I be taken only after the cell ties been exposed to provide a constant '. reading. fAeasumments shall be made when the meteorological optical range i six (6) miles or great+. such that measurements will not be ldver. ely a ffe,rtetl bt atmosphe is scatter. Measurements hall be made ziftur dart, with the subfect propcny light source, off and then with them on TheThe d f eremm between the two (2) readings shall be compared [o ithe footcandle maximum shings indicated in Section 5.b 1 c This .procedure chic natee the effects of moonlight and oth .� ambient light K In addition to the above requirements, no site lighting, building lighting, vehicular lightsor combination thereof shall be desigeed, installed, or utilized fa, as to create rrOecUxc glare that creates a hazard, reduces peivacy or inhibits, the. enjoyment of the surrounding properties. i, For purposes of Section 5.5, 5, subject property shall be the propetry under study ar invesdgatlon pursuant to the requirements of Section 55.5. 6. LQUID OR SOLID WASTE: No discharge at any point into any public sewer. private mewwer disposal system, or stream or into the ground except n accordance, with svmdards approved by The State Health Detrainment ment or standard equivalent to those approved by such department, for similar uwes, of any materials of such nature or tempmatUre as can contaminate any water 012009 Section 55 7 N r Catabg Number Luminaire Schedule lamp FLamp�s FI ma Lumen. P r Symbol Label OTY !Man EV04tY226AR LD 120 BLED DOWNLIGHT 41WK 2200 ,LED 1 ot _._.._.___.._ 09 —_. 396 ural Z (Arch ILigh � LD 120— B 5 a. Light feetures excluding accent! htin of architeaurai buifdin features g � 9 g $ 8 1../ -�- -- -1 - 8 ��ithi and lightingof public art or public morsuments sect be mounted no higher P P 9 W 0 I than the highest point of the prim„ry structure on the property. In no case Z 0 A W shall light pales be groaler than 30 met In height. Lighting DSXWI LED 20C 100040K DSXW/ LED WITH 2 LIGHT I ILED b. All lighting excluding accent lignling of architectura', building feal—S, � DSXWt_LED20C 1 5696667 09 75 3 !Lift lantlstape architectural features, trees and IighiSng of public am flagpoles ENGINES, 20 LED's, 1000mA o^ Al 1 WO 40K_T3S M and(or flags as atowed in Section 60, and public nwnumems snail comply 1..1— <t DRIVER, 40DDK LED, TYPE 3 wah the folhrwing guidefines:---- VOLT Lea (1.) All lightinq sources greater than 60 watts, shall be provided with 'SHORT OPTIC ull cutoff 111.1ding with opau e tops end reflectors I.. Lighting DSXW1 LEE) 1 OC 35040K (a)Eliminate aF dect upward illumination with the exceptions J ED 1 DSXW7 LEO 10C_ I 1207967 be Indicated in section 5e. below 73S MVOLT ENGINE, 10 LED's, 350iaA DRIVER I (h )Ll mala e all direct visrhliity of the fighting element at a pont 5 350_40K_T3S MV feet thou(, the qound levan at all subject property lin I 4000K LED, TYPE 3 SHORT OPTIC y �r m1face to, any re lden[ial tieing d st le4;s). fr. (c) Reduce fight leveler et ground level of ail property Nixes of the subject property to the following levels based on the zoning of the adjacent pes if • Single familyamilly 0.2 footcandles � Muffle familLS footcandles _ Nou-nosidenti.ii dearcts streets 3.0 footcandles `- Inouscr a diiinds, S b footcandles c. All Ighbng source except accent lighting' as it pertains to features f outlined in Paragraph 5.b.shall ls. directed downward to limit light Levels l at the subject property boundaries to those stated in section 5.b.1 C, I is d. Illumination levels a5 required in Section 5.0.c, can be accomplished by l0: vers, baffles, Tsoils . or stuoid placed on the fixture or by fence,. harms, elevation or any other method such that the required limitations JJJ 0.17 indicated in Secuoi b.1,c are r^ret. e. A,Centlighting ofarchilectural building features maybe provided[hraUgh string or neon fighting elemerxs to highlight architectural features providing the light levels for adjacel 3 properties stated in Section 5.b.1.c alc,v not violated. Upward lighting or architectural building features. public { art public moms crus,. and sie.ls is allowed, providing thefighti g ,t j eleme r7, are shieidad as otateil in Section 5.band light levels for subject 012009 Section €:5 S propenes all,limited - stated in Section 5.b. All illuminated exterior signs shall meet the requirements of Section 5.b. f. Matenng equipment - Lighting hovels of outdoor fighting shall be measured in foo[candl, with a direct reading portable light meter with a cove, and cosine corrected serlscr with mulUpla scales. The meter shall read within on accuracy of plus or minus five (5) percent. It shall have been tested and calibrated by an independent commereiai photometric laboratory or themanufacturer within one (1) year of dale of use as ottestrrd to by a certificate issued by such laboratory. All lighting in,talialmns shall be tested by a State of Texas licensed Professim at Engineer or a Registered Master Electrician prior to final inspection bythe City, Test re alts shall be submitted le the Building Inspection Department prior a, final inspection. It shall be the prepariy owners responsibility, to provide testing results ,et anytime afterthe, is5uence of a certificate of occupancy, if requested by the Building Official to prove that legal illumination levels are being met. Me nsurenents to dote mina light levels Shall ba,, done with metering equipment described In Section 51. with a sensor mounted no more than 'six (6) inches above gratmd level In a horizontal position Readmps shell I be taken only after the cell ties been exposed to provide a constant '. reading. fAeasumments shall be made when the meteorological optical range i six (6) miles or great+. such that measurements will not be ldver. ely a ffe,rtetl bt atmosphe is scatter. Measurements hall be made ziftur dart, with the subfect propcny light source, off and then with them on TheThe d f eremm between the two (2) readings shall be compared [o ithe footcandle maximum shings indicated in Section 5.b 1 c This .procedure chic natee the effects of moonlight and oth .� ambient light K In addition to the above requirements, no site lighting, building lighting, vehicular lightsor combination thereof shall be desigeed, installed, or utilized fa, as to create rrOecUxc glare that creates a hazard, reduces peivacy or inhibits, the. enjoyment of the surrounding properties. i, For purposes of Section 5.5, 5, subject property shall be the propetry under study ar invesdgatlon pursuant to the requirements of Section 55.5. 6. LQUID OR SOLID WASTE: No discharge at any point into any public sewer. private mewwer disposal system, or stream or into the ground except n accordance, with svmdards approved by The State Health Detrainment ment or standard equivalent to those approved by such department, for similar uwes, of any materials of such nature or tempmatUre as can contaminate any water 012009 Section 55 7 N r Catabg Number D Inti lamp FLamp�s FI ma Lumen. P r LLF Wtla age EV04tY226AR LD 120 BLED DOWNLIGHT 41WK 2200 ,LED 1 .. _ EVO 41 _22_9AR_ 2261077 _._.._.___.._ 09 —_. 396 ural Z LUMENS STANDARD � LD 120— 5 a O r DISTRIBUTION WITH CLEAR Er W 0 (n MATTE -DIFFUSE REFLECTORI, Z 0 W O Lighting DSXWI LED 20C 100040K DSXW/ LED WITH 2 LIGHT I ILED } 1 � DSXWt_LED20C 1 5696667 09 75 U_ O T3S MVOLT ENGINES, 20 LED's, 1000mA o^ _ 1 WO 40K_T3S M a- 1..1— <t DRIVER, 40DDK LED, TYPE 3 01 VOLT Lea 'SHORT OPTIC Lighting DSXW1 LEE) 1 OC 35040K DSXWI LED VNTH t LIGHT J ED 1 DSXW7 LEO 10C_ I 1207967 be 132 73S MVOLT ENGINE, 10 LED's, 350iaA DRIVER 350_40K_T3S MV 4000K LED, TYPE 3 SHORT OPTIC OLT.ies Max Mib M.wm,b AvgrMi Ayfl— ., 475fc l OOfc N/A N/A bel =RAL SHEET NOTES L POINTS SHOWN WERE MEASURED AT6" ABOVE FINISHED GRADE TH ALL LIGHTS OPERATING. N ILLUMINANCE MEASUREMENTS �.% \.✓ SCALE: V = tree• ��- �V�/ 4 01 A( -` ➢I � I({tl}iTiYYa it,"- - Bust ESSPARK _pp,, DISTRICT Gwi N LAND USE MAP V T C N e ` r m 6 _-d L 01 rn Q C: rc F= _ Q) EDu r A w J5~Pl��• �F,. TF�1�,, 9 , �•'...................i.../ / KEN RANDALL // 84937 AL 11/07/2016 INC.'. DESCRIPTION DATE FTA! ATE NOVEMBER 11, 2016 STATUS _ PROJECT NUMBER: 2015.013.046 SCALE: SHEET DESIGN BY: DM r /•� /� ___— DRAWN BY:_ D_M CHECKED BY: KR IF�V\L W Z m U Z C3 � Z 5 a O r M W > CLQ Er W 0 (n Z 0 W O (1) Z D O W Q M I— Q U_ O Z W 11V— o m o^ _ a- 1..1— <t W 01 INC.'. DESCRIPTION DATE FTA! ATE NOVEMBER 11, 2016 STATUS _ PROJECT NUMBER: 2015.013.046 SCALE: SHEET DESIGN BY: DM r /•� /� ___— DRAWN BY:_ D_M CHECKED BY: KR IF�V\L X 0;w", wXXK .Pr:T 4 'I, ASISIC vfficq twzrlav Ei;kt f RXH, -,X-441 !�� Ol 20 z" 5 20 Sq. F1. max, 5o 0-7, _0 :-kwm' m mmsommamimm LOT 2AP, OLM t au p mo C $0 vo 231 �V� �A�r - lAA[tHOU5E CJQANAERCIAL LOT 4 LOT ZAA, BLOCK I LOT 3, BLOCK I LOT 4, 5LOCX i watiaAm 6F ?w avAw 9X mm caloft All All —FEW0 MXDM ASC M&M D MUNG a SITE TOTALS 31.799 W0 OAVW Za7W ~ ..+ r, WAX 6 CC Flc cc auff MAWMWn 4T *T. $&wa7xvsr~FXvrr. jM,joP FM —IR z Of Lot Of Sh 26.37 Fez AT TM (ATMOUSE IN GRAPEVM Ff. -,47U 1-4 5-,SZ- hkOw Sq. FL - 0, M APPUCAtTMWMML- 'I'L -1337 PMAREDDY. Ar. Xae Z of Lal Z of Loi of Site 6w79. gp&- 25.4X frmmkk,ll 281124req, f CMIA Spaces (5-7.971 Imo, 1 reef. 2 62 req. 4 Acme. soaa .*kdff Sq, n, I Ol 20 z" 5 20 Sq. F1. max, 5o 0-7, _0 :-kwm' m mmsommamimm LOT 2AP, OLM t au p mo C $0 vo 231 �V� �A�r - lAA[tHOU5E CJQANAERCIAL LOT ZAA, BLOCK I LOT 3, BLOCK I LOT 4, 5LOCX i watiaAm 6F ?w avAw 9X mm caloft All All BOUNDARY CURVE DATA I LM I RADW ............... 942.30 307.34 MX - $� —.1 --Vam al MN- M PON V OU for W7. of bMM9 ad 5 spoca pias V200 SF fa 50% of bw", a zrtld. 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FAY SURVEY Xae Z of Lal of $4 24% -71,932 24.9% 216.3% 25.4X too Cff Y OF GRAMME, TARR&W COUMff, TEW (5-7.971 —42.T4F(-O I -l4j70—(4WV. T -0747-MU .*kdff Sq, n, OOWACr MATT411* M0004 F.L 65,268 39,843 13,143 4mtrim Sq. Ft. 6,6644 1337 Oki* sq.462- 402 x Of Lot Of Sb 76. -- 75.12 6T.9% 74.67 Sp— (Mo. 1 147 t 14 req. 1 70 655 req. 1 29 124 raq.) 245 1220 "q. I �cmu *m Emla, 1 6 68 req.) 2 t2 req. 1 2 12 req. 1 12 (12 req. a Accm, Sput fob. 1 414r I (I r!q. I 6tsr mim 2 -L2-M- —) f .t 4 datis ---wv—�Ms Offka-ma 44 ofike-W.H. 0.4 Six;" maY- —i it, NMI 50, -,W -Boz - ---2FT2U— - 20 —jO '000 7,109 NO Fl. 0f Ox —.1 --Vam al MN- M PON V OU for W7. of bMM9 ad 5 spoca pias V200 SF fa 50% of bw", a zrtld. Pat= of 5 VMM On I/ $F kr 100"%of cc ow wafto - b�q covA*d d 5 "es $a 1/3DO SF for 75Z of bddkq oW V2000 SF for 25X of Wi6q. 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FAY SURVEY ABS7RACr NO. 530 GOODWINI AND IM JAMS SURVEY Mama" i OCAM ARSTRACr N. 315 Cff Y OF GRAMME, TARR&W COUMff, TEW 18MEASTHOMAY 114SUrM 102 wa-awm- M; 5—� rQ0;m- AM -7, Eximm ZONM. CC SOUTHLAKE. TEXA84F Moo pt?) 3go4m EMWO USE: VACANr SM OOWACr MATT411* M0004 F.L JULY, 2013 —I al, L , .3" a "�-,�ftlwol 0 r mm a RI*R, ar a SwEr: OF ftfW* SaftWom Vw*on 4,0. 0 todor Lighdng Compoance rtificato —M.. Luagnaire Sclvdusa , Z's ■ $VftW L QTY m"Usawo, C*UbQ Kwft" °t3l "24 s4*w" L-mvm CVO 41r4 "A LD i2o rtW DOIA"Ln-, 41=(. Z= 'Lea Lwr4 2xi on Iml 1.2 my LUMENS. STANDARD aa DMTRW-MON VAIW CLEAR KFLECTOR A 1004 A41( T33 MVOLT EkLEO ENGIWiLE02 A 20 LED* l000�,A 73 0"MR, 4OWK LEO, TYPE! b.0 '4,1 SHORTOFFIC •W 950mooft ME IOC lSt7A&.`sf Al T3$ $AVOLT :Emom' to Lev" , GOOK LEO TYPO! SHM opM IN , Z's ■ bs, 't'r °t3l "24 . .. ........... s b.3 Iml 1.2 my b.. ,Eko bki „ Ra b.0 '4,1 •W � N SITE LIGHTING PHOTOMETRICS OLT GENERAL SHEET NOTES: 1. f"ORMWAL FOOT CANOW VALU&B ONDM ONPLAk ARE WED M A CALCk"TvU ZOW- AT 3r ABOVE GROLM LEVEL L PAPKWO LOT LKROV4 SAALL Be CONTPIX-UU1 W A PfIQTOCgLL On SEA$ONkLy-ADA4MD TWER SWC;k,( NOTE Sy SYMS9L t APPROAMT% LOCAT" OF MM" LUMNATW 3*K VICINITY MAP SCALE NOT TO SCAU 4-04-4 A10ALL $031 ■ • • METAL CAP FLASHING PANT TO MATCH ADJ. STONE COLOR - WALLPACK (LED) PAINTED METAL BAND LIMEST: VENEER SPLIT FACE ASHLAR' PATTERN CAST STONE WATERTABLE PAINTED ALUMINUM Clr METAL I STROREFRONT/ \ Q LIMESTONE CANOPY— GLASS -- VENEER SPLIT — METAL WALL - \ _ FACE ASHLAR / CANOPY METAL WA 0 PANEL METAL WALL P \ \ K_HEADF LL - LIMESTONE PATTERN � � •�� - II0�O PAFF.� PAG -CLAP � e tom' 9 CANOPY _ ` FACE A5HLAR WA ERTABLE ICAST STONEll09 =0 AAFF LIMESTONE VENEER SPLIT ( �VENEER SPLIT �W:N. EADF - _ PATTE,0.1 ® FACE ASHLAR % AFF. 4109'-0" AFF. !' y CAST STONE 8X16 BURNISHED ,\ \ PATTERN _® 9 WATERTABLE BLOCK VENEER I ._TABLE f CAST STONE 8X16 BURNISHED -?"�—.T.,-0"AFF. TD. TABLEBLOGK VENEER ALUMINUM "lUATERTABLE `�i, --' 0"AFF.STROREFRONT/ -�._FF. ELEv_ �j� FF_ EPEV._ _ _ _ GLASS �'� 100'-0" AFF`r W66 BURNISHED 100'-0" AFI BLER 00 E0" AFF. �• ALUMINUM VENE_— ( STROREFRONT/ GLASS 07, EXTERIOR ELEVATION (ENTRY) 06aMEXTERIOR ELEVATION (ENTRY) 05 I EXTERIOR ELEVATION ENTRY — EXTERIOR MATERIAL CHART SCALE: 1/8" = 1'-0" ( ) SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1"—G' �q SCALE: NTS METAL CAP FLASHING n V 4 `IQ PAINT TOMATCH Y `0 0 HVAC RTU'S //�\\ .CDN. STONE COLOR Q Q BEYOND '07 \ -0. r I q I A 6" X IB• PANTEDI L� -3 0' QN Y 43•1 � OVERFLOW METAL. 30 SCUPPER CANOPY 36'-♦,{' - TAP. 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ELEV. �y 100'-0° AFF`P BLOCK VY7NEER PANTED METAL ALUMINUM j I BAND STROREFRONT/ 15LAOS 0?"EXTERIOR ELEVATION (WEST) _ SCALE. 1/8 = l'—O" PAINTED METAL CANOPr BAND \ \\ \\X \\ \\ \ \\ LIMESTONE FACEEHLAR ASSPLIT .,.\\\� \\ PATTERN \ \\\ X, CAST CAST STONE WATERTABLE - OXl6 BURNISHED BXI6 BURNfSHED BLOCK VENEER I BLOCK VENEER ' LIMESTONE VENEER SPLIT FACE ASHLAR PATTERN 03�EXTERIOR ELEVATION (NORTH) SCALE: 1/8" = 1 --0'" METAL CAP FLASHING Sneet Tiu<: E CTERIOR ELEVATIONS PANT TO MATCH A ADJ. 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'' 1 011 49 e:c�� MOM F Okokokokok 0 ITI ME Firm Emu To: ahunt@grapevinetexas.gov; hstrayer@grapevinetexas.gov; jmathis@epikitchen.com; pleptuch@yahoo.com; bcassidy@epikitchen.com; Date: Monday, May 16, 2016 2:32 PM Allen and Hans, We ran into an issue with the large footings/steel reinforcement and getting some separation with all the utilities in the area. I have attached two drawings showing the enlargement of the fire sprinkler room and the adjustment of drains, water line and the installed location of the 6" fire line. I can have our MEP engineer stamp these drawings if needed as it is a more a corrective geometry. Please let me know. We will keep up with the as built changes and have the drawings updated at the end of the project is our intent. 1. Moved fire sprinkler wall 4ft to accommodate the fire line location 2. Moved the floor drain in the fire sprinkler room so it misses the footing/steel ..... approximately 1ft from the wall. 3. Moved one floor sink in the showroom area 4ft to accommodate the wall move and re portion of the ss cabinet. 4. Located the water service into the building in relation to the footing so there is no conflict. 5. Located the roof drain leader to miss the footing so it can go out to the storm drain unit installed. 6. Moved the fire sprinkler door down about aft to accommodate the roof drain leader. Please let me know if you have any questions and if this is good for inspection reviews on site so we can keep the progress of the project. Tom Huch Architect 214 695 8761 Attachments epi fire line.pdf (1.84MB)