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Home My WebLink About912 W MAIN ST_14-0070_14-0084_14-0202_13-1795________912 W MAIN ST Final Inspection Check Sheet r-r Commercial Date: Project Address: �� Z Contractor Project Name: File Review Ws 1-9 In% �1. Final Flood Plain Elevation Certificate (if applicable) in file *1$12. Form Survey (if applicable) in file 3. Zoning Permit in file 4. Customer Service Inspection Certificate in file Back Flow Prevention Device Test Certificates (bldg & irrigation) in file —�� Energy Code final certificate in file 7. Fire Marshal building release in file — 8. All required permits in file ✓ 9. All inspections on log complete Field Review Ws 10-17 -// 10. Address # visible from street �_11. Sign Permit in file & in compliance (if applicable) 1'2. Sidewalk construction (if applicable) as per site plan '3. Verify: any required fire separation walls are in place and required rating ,14. Drainage as per site plan �15. T-Pole removed 16. Fence (if -applicable) in compliance IV ' 17. Landscaping as per site plan �18. t to identify ' full o mp 30-day is author�izel _iVA 19. City Engineer final approval SWQP Ins ctor ignature Date SACPShamUNSPECTION DIVISIONUnspectionsTinal Inspection Check SheetComlFeb2012.doc r lIDI IA IVA' ,� ' �;'� ` lid► Absolute,Energy Raters: 20907 Auburn Trace Katy, TX 77450 Direct: 713.775.5500 Fax: 281.S991309. Email: info@laers:com www.1AERS.coml 912 W. Main Street, Laporte, TX 77571's proposed lighting design is consistentwith the building plans, specifications, and other calculations submitted with the permit application. the lighting system has been designed and installed to meet the 20121ECC requirements in COMchecW Version 3:91. Gee 8112676 COMcheck Software Version 19.1 Interior Lighting Compliance Certificate 2012 IECC Section 1: Project Information Project Type: New Construction Project Title : The Gates Construction Site: 912 W. Main St LaPorte, TX 77571 Owner/Agent: Lety Sanchez The -Gates 912 W. Main St. La Porte, TX 77571 713.501.9851 Into(Mllnensndemr. corn Section 2: Interior Lighting and Power Calculation Designer/Contractor. Daniela .Sanchez JRH.Desiorfs A B C D AreaCategory- flow Area Allowed Allowed Watts (ft2) Watts 11112 (e x C) 4887 1.4 Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID: Description I Lamp/ Wattage Per Lamp I Ballast. Lamps/ 0 of Fixture -(C X.D) Common Space Types:Barflounge(lebure"dlning (4887:sq,lt:). Incandescent 1: Incendesoant,100W' 8 1 980 980 Incandescent 2: Incandescent 65W 8 1 . 560, 560 Incandescent 3: Incandescent 45W a 1 380 380 Halogen 1: Halogen MR•16 5OW 1 18 50, 900 Halogen 2: Halogen MR-16 SOW 1 4 50 200 Halogen 3: Halogen MR-1850W 1 32 5o 1600 Linear Fluorescent 1:.48' T8 32W (Super T8) / Premium of l6ency 4 9 128 1152 Incandescent 4: Incandescent.6OW 4 2 240 .480 Total 'PioposedWottp= 6252 Section 4: Requirements Checklist tghting Wattage: 1. Total proposed watts must be less 'than.or'equal to total allowed watts. Allowed Wattage: 6B42 Proposed Wattage: 6252 Complies: YES Mandatory Requirements: 2. Dwelling units (complete independent lMng.facilitles) within commercial buildings are not required to comply with interior lighting requirements of this codeprovided that >=75 percent of the permanently Installed 8xtures,ot ier than low vole gs lighting contain only high effIcary lamps. n 3. Manual Controls: Each enclosed space tics manual lighting control. Remotely located manual,controls.are labelled for area of service and Indicate onlof status. Excuptlonis): CJ Secudtylamergencyareas with 24-lour operation. Project Title: The Gates Report date: 04/30114 Data filename: Untitled.cck Page 1 of ❑ Stalnvaydcorridors that are means'ol egress. ❑ 4. Light Reduction Controls: Each space requifed.lo have a manual control also allows for reducing the.connoded`lighting ,load by at least 50 percent by either controlling allfuminaires, dual switching of altemate,rows of,luminaires, alternate luminaires, or alternate: lamps. switching the middle lamp luminaires Independently of other lamps, or switching each Iuminaire or each lamp. Exceplion(s): ❑ Only one Iuminaire Damp < 100 W) in space. ❑ An occupant -sensing devicecontrols the.ama. ❑ The area is a corridor, equipment/store rooms, restrooms, public lobby, elec./mech. room, or sleeping unit.. ❑ Areas that use < 0.6 Watts/sq.ft. • Daylight spaces having eutcmatic daylighling controls. ❑ 5. Automatic time switching controls am Installed and have an override switching device. The override switching device allows for <-2 hour operation cycle withfn,spaces:<=5000 sq.ft., manual operation, and Is readtly'accessible.and.located whom the operationof the connected lights are visible or communicated to the switch. Ezceptlon(s): ❑ Sleeping units, patient care areas; and sp.ja whale automatic shutoff would endanger safety or security or where lighting Is Intended for 24•hour operation. ❑ Emergency egress lighting.. ❑ Spaces where lighting Is contrdled,with occupancy sensors. ❑ Malls, arcades, auditoriums, single tenant retall spaces, industrial facilities and arenas :that .are:<=20,D00 sq.ft. are•pennilted exceed the.2-hour operation cycle limit when a captive key device_override;switch Is'instalted. ❑ 8. Occupant sensors are installed In the following -spares and automatically turn lighting off within 30 minutes of 611 occupants leavingille space: Classrooms, conferencelmee8nghmining rooms; employee lunch and break rooms,:private;offices, storage/Janitorial roans, restrooms, and other spaces <= 300 sq.ft.,Automadoon•sensom set'. power; on' <50 percent power. Exceptlon(s): ❑ Full power sulomatio-oncontrols are permitted where -manual-on operation would endanger thesafety or, security of the room or building occupants. ❑ 7. Daylight zones have either Individual lighting controls Independent from that of the general area lighting that are either manual or automatic and serve zones a.2,500 sq.ft,.Zones under skylights more than 15,feet from the'pedmoter havo,lighting controls separate from daylight zones adjacent to vertical fenestration. Exception(s)i ❑ Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a.smgla'controlling device. ❑ Daylight spaces enclosed by walls or coiling heightpartitions and containing two or fewer IIght fi4tures•ere not required to have,a separate switch for general area lighting. ❑ 8. Automatic daylight zone oontrols'are capable of reducing power to'<'35 percent using continuous dimmhg:ballasts"and daylight -sensing controls OR. are capable of automatic power redudlon'using step -dimming multi -level swltahing;and daylight -sensing controls having at least two controlohannels perzone.andet least onecontrol steon the 50-.70 percent range and another <- 35 percent of design power. ❑ 9. Medical task lighting or'arVhistoryFdisplay lighting-cWmad to.oe ezempffroincompflance, has a control device Independent of the , control of the nonexempt lighting. ❑ 10. Separate control device for displaylaccent lighting. case lighting; task lighting, nonvisuai lighting, under4fielf/cabinent lighting,lighting for sale, and demonstration lighting. ❑ 11. HoteVmotel sleeping units and guest suites have control device(s).at.the entry doorthat control all permanent luminaires and switched receptacles. ❑ 12. Exit signs 5 Watts or less per sign. ❑ 13. Tandem wired one -lamp and three -lamp. ballasted luminaires (No single-lamp.baliests). Exceplion(s): ❑ Electronic high -frequency ballasts. ❑ Luminaires not,on some switch'. ❑ Recessed luminaires10 0.•apari or surfecelpendant not continuous. ❑ Luminaires on emergency circuits. lriierionL'fghting;PASSES(O051gn,99stiAtiPrthan:rogek,`. P s-wesl,r� 1„r q'd:;:,t Section 5: Compliance Statement Compliance Statement:. The. proposed lighting design represented and other calculations submitted with1his-permit application. Thep requirements in COMcheplr Version 3.9.1.and 'to comply with the it building plans, specifications in the Requirementsthecklist Project Titie:'The Gates Data filename: Untitled.ock Report date: 041XV14 Page 2 of Name - Title Signature Date Pmject Title: The Gates Report date: WM14 Data filename: Untilled.cck Page 3 of REQUEST FOR TEMPORARY UTILITILES DATE TO: BUILDING OFFICIAL ,./ NANO CITY OF LA PORTE ? LA PORTE, TX 77571 \\� SUBJECT: THE USE OF TEMPORARY UTILITIES FOR CONSTRUCTION PURPOSES AN teety !! . 0 1 ?014 ?0� )1tK ING OF EQUIPMENTAT � I] two. LA lln S�. 1.. 211A, rt-K i l BUILDING PERMIT NUMBER 1%— 000c) \'�4-t OWNER AS GENERAL CONTRACTOR AS ELECTRICAL CONTRACTOR request the use of temporary utilities for construction and the testing of equipment, I understand that this in no way gives me permission to occupy or use for storage purposes any building or portion thereof unless permits on the building or portion to be occupied had been inspected, approved, and a Certificate of Occupancy issued. We further understand that the temporary utilities may be disconnected for any violation of the Code. The General Contractor and owner assume the responsibility for any violation of any city ordinance by the sub -contractor. Temporary electrical permits are in force for 3 months (90 days). If more time is required to complete the building, a new application shall be submitted by a licensed electrical contractor and be accompanied by the temporary electrical permit fee. The undersigned hereby agrees to indemnify and hold forever harmless the City of La Porte, its officers, and employees from any and all claims or causes of action alleged to have been caused directly or indirectly by the temporary use of utilities for which this application is made. I also understand that this request will not be issued until all permits required for the building have been issued. S�\City PlannlnR Share\04-INSPECTIONS DIVISION\InsoectionAREQUEST FOR TEMPORARY UTIUTILES.doa City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 14-00000070 Date 1/27/14 Property Address . . . . . . 912 W MAIN ST HCAD Number: 023-185-000-0014 Alternate Search Method: Application type description FIRE ALARM Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . MAIN STREET DIST OVERLAY Application valuation . . . . 9000 ---------------------------------------------------------------------------- Type of work FIRE ALARM SYSTEM ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ NEWFAITH DEVELOPMENT LLC GRODA ENTERPRISES 101 KING WILLIAM DR PO BOX 866 LA PORTE TX 775714517 LA PORTE TX 77572 (713) 521-9521 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . METAL FRAME Occupancy Type . . . . . . ASSEMBLY Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -FIRE ALARM Additional desc . . FIRE ALARM SYSTEM Permit pin number . 451831 Permit Fee . . . . 80.00 Plan Check Fee 40.00 Issue Date . . . . 1/27/14 Valuation . . . . 9000 Expiration Date . . 7/26/14 Qty Unit Charge Per Extension BASE FEE 20.00 8.00 7.5000 THOU BLDG - 1,001 - 50,000 60.00 ---------------------------------------------------------------------------- Special Notes and Comments January 23, 2014 2:12:53 PM LAPOKYC. 1. APPROVED SUBJECT TO ATTACHED FIRE MARSHAL PLAN REVIEW COMMENTS DATED 1/22/2014 2. CALL FOR INSPECTIONS 281-470-5130 3. ANY CHANGES TO APPROVED PLANS REQUIRE PRIOR APPROVAL BEFORE COMMENCING CHANGES IN THE FIELD. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited -------------------- Due ---------- ----------------- ---------- Permit Fee Total 80.00 80.00 .00 .00 1 ' City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 14-00000070 Date 1/27/14 Plan Check Total 40.00 40.00 .00 .00 Grand Total 120.00 120.00 .00 .00 tVEBOY CONTRACTOR OR AUTHORIZED AGENT) (APPRUILDING OFFICIAL OR AUTHORIZED DATE DATE/ _ Z% // •5WM DME1 4.En City of la Porte \- Planning& Development Department I Phone: 604 W. Fainnont Pi I Fax La Porte, Tx 77571 FIRE PERMIT APPLICATIO •—�otvar 2. PROPERTYOWNER �CONTACT /IN.FyORMA"OON: I �i LC+4 IX'IC n4 713 So pp � Spa ( OWNER NAME: ' Isar lLJO]k — PHONE I: PHONE 2: AM N: EMAL MAIUNG SS' L'2 WES A .S t 2. AGENT/CONTRACTOR REPRESENTING PROPERTY OWNER (if Applicable): Ci! 'j F AGENT COMPANY/ PHONE 1:49I O MONE l: E-MNL: FM MAIUNG tr A Z ^t7 TK 1.151 CONTAR PERSON'$ NAME M++o �- PHONE: JAI 4-70 93_ B 3. PROPERTY DESCRIPTION: 6a.3 -/85-oDD • ao(4 HCAD PARCEL NOIs) 13-digit Tax ID(s): 1.) 2.) 3.) PROPERTYADDRESSIIfexiaJr,U 912 a�1,,*%4 PROPERTYLEWES LDCRIPTION:� � FLOOD ZONE: USEZONE(ZONING DISTRICN: 4. PROJECT INFORMATION: DATE OF SUBMITTAL FIRE AIARM Q FIRE SUPPRESSION O VENTHOOD 0 VENT HOOD FIRE SUPPRESSION O UNDERGROUND FIRE UNE 13ABOVE-GROUNND FIRE SUPPRESSION I] OTHER n^ DESCRIBEWORK: NY/%4y 1'1{A.-T. I .h a6 BUILgNGU5E: -n*U_ L� k NO. OF STORIES: I PROJECT VALUATION:$ 00 S. APPLICATION CHECKLIST& SUPPORTING DOCUMENTATION(Check applicable boxes): 13 COMPLMREMSI-00FPERMMAPPLICATION ❑ SUBMIT TWO (2) COMPLETE SETS (HARDCOPIES) OF CONSTRUCTION PLANS FOR REVIEW NOTES TO APPLICANT: 1. CONTRACTOR MUST BE REGISTERED WITH THE CITY 2. TO REGISTER WITH THE CITY, SUBMIT CURRENT CERTIFICATE OF INSURANCE WITH CITY OF IA PORTE AN D CITPS ADDRESS AS CERTIFICATE HOWER 3. NOTA VALID PERMIT UNTIL OWNER/CONTRACTOR IS NOTIFIED OFAPP0.0VALAND ALL APPUGBLE FEES ARE PAID IN FULL y 1V�OOrt_ APPUCANTSIGNATURE: APFUORNT PRINTED NAME:v1Q IFORSTAFFUSEONLen: PERMITNO: I Imo) Occupcow Type: A->_ Construction Type; 1J+' Parking Spaces Required:, CE?: .�.., II// Taxes?:yam FEES: Residential Driyewoy Ae-In: $ Parkland/Fee: $ ft Plan CheckFfee: q0 Permit Fee: $ Spedryy=�C'�nditialII,Qj p (R_T• r T Ar —J A L L Pr �1 Cgll ® Mustcomplete all work an pass City impettonwithin 10 days ojpermit Issuance to owld urthjCode nforcementA on e4i Atl&I ,,u &fM� <aMMa W5 c4y"5 ! ).i i(.. PERMITAPPROVAtr Fire Monhof(Commerdol Only). D.M. Fnrppr CC.. �') Date: 14A.34/Y Approyedfor Issuance by: , w. Dater 1LAFSIVA MM1Fj[��tjijj1I, „ .' P OIR_ tl 11t {g}{� Apr` 7pr�� Oil" FICE, "PLAN, A AT 1DE`J1F,EW9 Date 01/22/2014 Business Name The Gates Address 912 West Main Type of Review Fire Alarm Contractor Groda Reviewed by Clif Meekins Fire Marshal Approval YES The Applicant shall be responsible to ensure the design specifications and plans an complete and In compliance with ON rpulroments sat forth In the M00 Intemadonal Fire Coda (IFC) and Local Amendments as well as the applicable referenced Standards listed In Chapter 45 of the 2003 IFC. This plan raAm Is not intended to be fully inciushm another ramilremsnts may be Imposed as wamunmd by the FIN Marshal or as deemed necessary. dudnp.on Ie 4npec[bne by Uret^-^ Fire Marshal's Office. 1) Ensure the system is designed and installed so silencing the Audible devices WELL NOT cancel the Visuals devices through -out the facility. The strobes shall remain active when the system has been silenced and will remain active until the system has been reset. 2) Two independent means are to be provided to transmit a Fire Alarm Signal to the designated communications center (NFPA 72-1999 5-2.4.4). One means shall be a dedicated phone line and the second can be a shared voice line. Phone lines that share data, such as a fax, will not meet this requirement. Cellular phone/signals are permitted. 3) A person licensed through the Texas State Fire Marshal's Office to install Fire Alarm systems shall be onsite during all phases of installation and during the Fire Marshal's inspection. 4) The Fire Marshal's Office must witness a function test of the Fire Alarm system. Contact the Fire Marshal's Office 24hrs in advance to schedule a Fire Alarm system test. 5) Approved (Stamped) copy of the Fire Alarm plans shall be on the job site and available to the Fire Marshal Inspector at any time during installation. IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR' ' ciw TO THE CHANGE 06CUR[21NG. COPY 125 South 3"' Street, La Porte, TX 77571 * Office: 281-867-4603 * Fax: 281-867-4629 �© 1an 17. 2014 o6:elbM CST, n •; - - _... I,•,MVI12-1 Edit Commands .Help IiGpITaC(C SECTOR t-levilinc Property Description Inquiry Location ID: HCAD Number: Alternate Search Method: Location address: Primary related parry: q/ OK, 11 Exit C Cancel - Address Related — 6 a 9 2 �� 4326 023-185-000-0014 912 W MAIN ST CLP NEWFAITH DEVELOPMENT LLC n u 'Project Name: +r Address Installed By: Battery & Voltage Drop Designed By: Calculations Date: Model A: HCA-4 Panel ID: I FACP Location: IStorage Gates Standby Hours: 24 W. MAIN ST, La Port Tx---J Alarm Mins: is Fire Protection Batt ERkiency %: 85% ry Munoz Jr. i/2014 NAC Source Voltage: 20.4 Max Panel Current (amps): 6 User assumes ae responsibility to ensure the quantities and current draw values In this worksbeet arc aavrare prior to submltwL Panel Standby: 0.160 Panel Alarm: 0.290 1 Notification NAC 1 0.00000 - 1.01% 0.53000 2 Notification NAC 2 0.00000 1.48% 0.66500 3 Unused 0.00000 0.00% 0.00000 4 Unused 0.00000 0.00% 0.00000 NACStandby: 0.00000 NAC Alarm: 1.19S00 Battery Calculation Summary Standby (amps) Alarm (amps) Panel Current: 0.16000 0.29000 NAC C rcult Current: 0.00000 1.19500 Total Standby: 0.160000 Total Alarm: 1.48S00 Standby Hours: 24 Alarm Mins: 5 AN Required: 3.84 AH Required: 0.13 Total Combined Standby & Alarm AmpHours Required: 3.97 Efficiency Factor. 85% Required Battery AmpHours: 4.67 Battery AmpHours Provided: GCEI V.E jAN 1' 2M Page 1 NAC Circuit Configuration & Voltage Drop The Gotes 111612014 QtY 3 lookup Type User Defined DevicesCircuit Desc Each Gentex GCC24 Horn/Strobe (15cd) 0.000000 Total0.000000 0.095000 Total0.2g5000 1 User Defined Gentex GCS24 Strobe (30cd) o.000000 0.000000 0.301000 0.303000 2 User Defined Gentex GC524 Strobe (15cd) 0.0000D0 0.000000 0.072000 0.144000 6 Total Standby:1 0.00000 Total Alarm: I 0.53000 Usage: Description: I NAC 2 2 Lookup Type User Defined DevicesCircuit Desc lGentex GCC24 Horn/Strobe (95cd) -1 Each 0.0000001 TotalQty 0.000000 0.223000 0.446000 1 User Defined Gentex GCC24 Horn/Strobe (30cd) 0.0000001 0.000000 0.124000 0.124000 1 User Defined Gentex GCC24 Horn/Strobe (15cd) 0.0000D0 0.000000 0.095000 0.0950D0 4 Total Stand by: 0.00000 Total Alarm: 0.66500 t CEO V.E JAN 1' 7 2014 Page 2 NAC 3 MAX Circuit Current (amps): 2 Wire Type Ohms/1000ft Circuit Devices Qty Lookup Type Desc NAC 4 MAX Circuit Current (amps): 2 Source Voltage Used (VDC): 20.4 Actual Ohms Max Load (amps) Volts @ EOL Min Volts Standby (amps) Alarm (amps) Each Total Each Total Wire Type Ohms/1000ft Length 1-Way Actual Ohms Max Load (: Circuit Devices Standby (amps) Qty Lookup Type Desc Each Total Source Voltage Used (VDC): 20.4 Volts @ EOL Min Volts Req'd Alarm (amps) Each Total go HC Series Selectable Ceiling Mount Strobe and Horn Strobe HCS/HCC 24VDC SERIES APPLICATIONS The HC Series is a ceiling mount strobe or hom/strobe combination that offers dependable audible and visual 'alarms and the lowest current available. The HC Series offers tamperproof field selectable candela options of 15, 30, 75, 95, 115 and 150 candela. The HC Series hom offers a pattern or synchable temporal 3 in 2400Hz or mechanical tone. These tones are easy for the technician to change in the field by using switches. The HC Series has a minimal operating current and a minimum flash rate of 1 Hz regardless of input voltage. The HC Series comes standard with the 4" mounting plate which incorporates the popular Super -Slide° feature that allows the installer to easily test for supervision. The HC Series appliances are UL 464 and UL 1971 listed for use with fire protective systems. STANDARD FEATURES • Nominal Voltage 24 VDC • Tamperproof Field Selectable candela options of 15, 30. 75, 95,115 & 150 • Unit Dimensions: 6" x 2.6" • Synchronize HC Series by using Hochiki America Series Control Module • Input Terminals support 12 to 18AWG • Switch Selection for High or Low dBA • Switch Selection for 2400Hz or Mechanical Tone • Switch Selection for Continuous orTemporal 3 • Tamperproof Re-entrant Grill • Surface Mount with the HCSB (Hochiki Ceiling Surface Mount Box) • Silence Horn While Strobes Remain Flashing • Wide Voltage Range 16-33 VDC or FWR • Faceplate Available in Red or Off -White PRODUCT LISTINGS mono California State @ Fire Marshal USTED • UL 464 & UL 1971 Listed - S8369 & S3597 • CSFM Listed - 7125-0410:0187, 7125-0410:0188 Product Compliance • NFPA 72 • Americans with Disabilities Act (ADA) :01Es% 4011721. m Spearketbm subject to change without notice. Continued on back Hochiki America Corporation Find latest revision at www.hochiki.com 7051 Village Drive, Suite 100 Buena Park, CA 90621-2268 Phone:714/522-2246 Fax:7141522-2268 Technical Support 800/845.6692oriechnca&ppoft@ho&&.com �:&'& w,ao moan HCS Series 24 Volt Ceiling Mount Selectable Strobe Model Number Part Number Nominal Voltage Candela HCS24CR 0500-05060 24VDC 15, 30, 75. 95, 115. 150 HCS24CW 050D-05070 24VDC 15, 30, 75, 95, 115, 150 HCS24PCR 0500-06080 24VDC 15, 30, 75, 95, 115, 150 HCS24PCW 0500-06090 D _� 24VDC 15, 30, 75, 95, 115, 150 HCC Series 24 Volt Callina Mount Selectable Horn/Strohe Model Number PartNumber Nominal Voltage Candela Reverberant dBA @ 10ft. Per UL464 InAnechoic Room dBA @10ft. HCC24CR 0500-06100 24 VDC 15, 30. 75, 95. 115, 150 81-86 90 HCC24CW 0500-06110 24 VDC 15. 30, 75, 95. 115, 150 81-86 90 HCC24PCR 0500-06120 24VDC 15, 30, 75, 95, 115, 150 81-86 90 HCC24PCW 0500-06130 24VDC 15, 30. 75, 95, 115. 150 81-86 90 Notes: • The HC Series is not listed for outdoor use. • Operating temperature: 320to 120OF (00 to 49° C) • For nominal and peak current across UL regulated voltage range for filtered DC power and unfiltered (FWR [Full Wave Rectified)) power, see installation manual. • Hochlkl does not recommend using a coded or pulsing signaling circuit with any of our strobe products (see technical bulletin number 014 for more Information). Model designations: 'P' = Plain (no lettering)'C' = Ceiling Mount,'R' = Red Faceplate/W = Off -White Faceplate HC Series Product Strobe Current Ratings Candela 15cd 30cd 75od 95cd 115cd 150cd 24 VDC 72mA 101 mA 167mA 200mA 214mA 286mA ULMax' 120mA 120mA 200mA 220mA 290mA 321mA Horn Mode Minimum dBA @ 10ft. per UL464 (HIGH) Minimum dBA @ 10ft. per UL464 (LOW) Regulated 24VDC Max. Operating @ High Setting (mA) Temp 32400Hz 83 75 23 Temp 3 Mechanical 81 73' 22 Continuous2400Hz 86 78 23 Continuous Mechanical 84 76 22 'Operating the horn in this mode at this voltage will result in not meeting the minimum UL reverberant sound level required for public mode fire protection service. These settings are acceptable only for private mode fire alarm use. Use the high dBA setting for public mode application. Notes: The sound output for the temporal 3 tone is rated lower since the time the horn is off is averaged into the sound output rating. While the horn is producing a tone in the temporal 3 mode its sound pressure is the same as the continuous mode. To obtain the hom/strobe current draw, add the strobe current draw and the horn current draw. i RMS current ratings are per UL average RMS method. UL max current rating is the maximum RMS current within the listed voltage range (16-33VDC for 24VDC units). For strobes the UL max current is usually at the minimum listed voltage (16VDC for 24VDC units). For audibles the max current is usually at the maximum listed voltage. For unfiltered FWR ratings, see installation manual. HotltldM Capaetlm HCSWWSODM"CeWVMa Stl �Han Sb sp9Cft9§"KtjWbd0 wMo nab. oil Conventional Detector Bases NS6 AND NS4 SERIES BASE NS Soft, SoK AMMI CumaM ID NS62X OR NS4-224 49 A (70m @ 33.OV MAx) HB-5 NSS2=OR NS4-220 93MA(I 30MA a 33.OV WX) 148-3 NSS221 OR N5 221 48mA (77" a W.0V MAX) HB-1 NS6400'ORNS4X)0- 150M015D-33DV MAX) HB-SS 'RaRMra4a4M.0 anent axtsnal Ymi8n0 M 150m manmum HSC- (X)R RELAY BASE & HSC-41114 WIRE BASE 2 Wln AUXOMry Relay Sam AMM CumaM 0 HSC-224R 4, (SBmA@ 30.OV MAX) HB-73 HSC MR 8a (SBmA ® 28.5V MAXI 11S72 HSC -221R 4B (82mA9 W.0V MA)) Ha71 4 Wln BAN Als. cumaM D HSC-4R 49 (SBmA @ 30.OV MA)Q NIA HSC 12 47 (75mA Q 180V WX) N/A HSC- (X) L LATCHING LED BASE 40 2 WN Ufthl" AMm, Currant D HW-224L 35-4a A a 24V (54mA MAX) HB-82 HM-220L 8740" ® 24V (88.smA a 25, WM MAx) HM4 HSC-2211, 37J!WA a 24V (57mA MAX) HS83 The NS6 and NS4 Series is designed specifically for use with HOCHIKI Conventional Models SIJ-24 Ionization Smoke Detector, SLR-24V Photoelectric Smoke Detector, SLV-24, SLV-24N, SLV-24V Photoelectric Smoke Detectors, SLR-24H Photoelectric with Heat Smoke Detector, SLR-835 Photoelectric Smoke Detector, SLR-835H Photelectric Smoke Detector w/heat, or DCD-135/190 Fixed Temperature/Rate-of-Rise Heat Detector. The Base is an electronics free 6" base featuring a plastic tamper -lock lug. Each base is equipped with a resistor. Refer to the chart (left) for additional specifications. The NS4 base is a 4" version of the NS6 base. Models HSC-224R, HSC-220R and the HSC-221R are designed specifically for use with the HOCHIKI Conventional Models SIJ-24, SLR-24V, SLR-24H, SLV-24, SLV-24N, SLV-24V, SLR-835, SLR- 835H or DCD-135/190. The HSC-(X)R series is a 6' base with two sets of Form "C" relay contacts. Models HSC-224R, HSC-220R and the HSC-221R are also approved for use with HOCHIKI previous Conventional Models SIH-24F, SLK-24F, SLK-24FH and the DFE 135/190. The HSC-4R is designed specifically for 24 volt 4 wire applications using HOCHIKI Conventional Models SIJ-24, SLR-24V, SLR-24H, SLV-24, SLV-2N, SLV-24V, SLR-835, SLR-835H or DCD-135/190. The 6' diameter base is current limited. Relay contact place a direct short circuit across the loop when the detector is actuated. Model HSC-4R is also approved for use with previous HOCHIKI Conventional Models SIH-24F, SLK-24F, SLK-24FH and the DFE 135/ 190. The HSC-4R12 is designed specifically for 12 volt 4 wire applications using HOCHIKI Conventional Models SLR-835, SLR-835H. The 6" diameter base is current limited. Relay contact place a direct short circuit across the loop when the detector is a Model HSC-4R12 is also approved for use t HACI� Conventional Model SLK-835. JAN 1 7 20% 2 The HSC-L Base Series is designed specifically for use with the HOCHIKI Fixed Temperature Heat Detectors Models DFE-135/ 190. The HSC-L Series is a 6" base featuring a current limiting resistor, latching annunciator output and a latching circuit so the alarm LED will remain lit until the control panel has been reset. We try to keep our product information up-to-date and accurate. However, we cannot cover all specifications or anticipate all requirements. For additional information contact your local distributor or Hochiki America Corporation Hoehlkl America Corporation Find latest revision at www.hochlki.Dom 7051 Village Drive, Suite 100 Buena Park, CA 90621-2268 Phone:714/522-2246 Fax:714/522-2268 ISO Technical Support 80456692ortechnicalsupport@hochiki.com mN „x . Y"R 0Bm ,m14 04=0 E Conventional Detector Bases NS4 AND NS6 SERIES BASE 2-WIRE OPERATION UL UsnD CONTROI PANFJ. PANEL POWER SUPPLY r NS4 SERIES NS6 FdUS FS e mist be amm, i®d m RI mA Na Cmumg amm, <wld,mR n crn auue� mJnm <°oduon HSC{X)R RELAY BASE 2-WIRE OPERATION UL LISTED CONTROL PANEL w HSC-M. RSERIFS HSC-4R FOUR WIRE BASE 4-WIRE OPERATION IT'D HSI 2-WIRE OPERATION Uslw END OP LINC• DEVICE NOTC:. WIRING TEMINAIS FOR YHE NS4 AND NS6 ARE IDDMCAL - BASES WrIH THE'%r SUPYLC ARE• WHPIEINCOLOR LISRD END OP IJNE DEVICE °^ I PICTAILALL "tRY ewVV CONTACTS TWO FOM1'C' RELAYS SHOWN WITH POWER OFP. Relay Contact R Mp: 2A C 9OVDC 1AQ 120VAC 1 • I ..r4rw�w.� M try to keep our product iftm bDn W to•date and accurate. Hawwr• wa cannot cover a® 4walicffiims or antipete aY requirements. For ad&Wnal inbmwtion contact your bcal astnbubr or hbauk America Cowrabon Had kale Capv>dim Cwwwold Dram B4ew SpWbEusn01db4f4erpwronRnoln. SLR-835B DIRECT -WIRE PHOTOELECTRIC SMOKE DETECTOR Shown with Trim Ring • SPECIFICATIONS Light Source GaAIAs Infrared LED Operating Voltage Nominal: 12 VDC or 24 VDC Working Voltage 8.0 - 35.0 VDC (35.0 VDC Max) Wave Form Filtered DC 15% Ripple Max Alarm Current 150mA Maximum Surge Current 2001tA Maximum (2 wire) Average Stand -By Current 38pAAVG @12 VDC 55yAAVG a@24 VDC 70pAAVG @35 VDC Ambient Temperature 320 F -120° F (00 C - 49° C) Sensitivity Test Feature Automatic Sensitivity Window Verification Test Compatibility Identifier HD-6 Order Codes 2-Wire Detector & Trim Ring Bone SLR-835B-2 White SLR-835B-2W 4-Wire Detector & Trim Ring Bone SLR-835E-4 White SLR-835B-4W SpecNkatbns subject to change without notice. STANDARD FEATURES • Low Profile;- Only 2.0" High • 2 or 4 Wire Models • Highly Stable Operation, RF/Transient Protection • Two built-in power/sensitivity supervision/alarm LED's • Non -Directional Smoke Chamber • Vandal Resistant Security Locking Feature • Removable smoke labyrinth for cleaning or replacement • Automatic Sensitivity window verification function meets outlined requirements in NFPA 72, Inspection,Testing and Maintenance APPLICATION The HOCHIKI America SLR-835B Series can be used in all areas where Photoelectric Smoke Detectors are re- quired. It is suited for smoldering or (taming fires. OPERATION The SLR-835B Series photoelectric smoke detector utilizes two bicolored LED's for indication of status. In a normal standby condition the LED's flash Green every 3 seconds. When the detector senses that its sensitivity has drifted outside the LIL listed sensitivity window the LED's will flash Red every 3 seconds. When the detector senses smoke and goes into alarm the status LED's will latch on Red. The unit is comprised of an LED light source and silicon photo diode receiving element. In a normal standby condition, the receiving element receives no light from pulsing light source. In the event of fire, smoke enters the detector and light is reflected from the smoke particles to the receiving element The light received is converted to an electronic signal. Signals are processed SIGIMUNG , FMACalifornia '� APPROVED O 3007144Marshal LISTED State Fire 7272-0410:107 S1383 Continued on bads. Hochiki America Corporation I Find latest revision at www.hochiki.com 7051 Village Drive, Suite 100 Buena Park, CA 90621-2268 S - Phone: 714/522-2246 Fax: 714/522-2268 1' ISo Technical Support 800/845.6692oriechnicalsupporti§hochikicorn wmn ,o®ro • A 1 OPERATION, continued in the comparator, and when two consecutive signals exceeding the basic level are received within a specific period of time, the time delay circuit triggers the SCR switch to activate the alarm signal. The status LED lights continuously during alarm period. ENGINEERING SPECIFICATIONS The contractorshall furnish and install where indicated on the plans HOCHIKI America SLR-835B direct -wire photoelectric smoke detectors. The detector shall be UL listed compatible (2-wire model) with a UL listed fire alarm panel. The smoke detector shall have green flashing status LED's for visual supervision. When the detector is actuated, the flashing LED's will turn red and latch on steady. The detector may be reset by actuating the control panel reset switch. The detector shall have a sensitivity window verification feature. If the sensitivity of the detector drifts outside its approved window the LED's will flash red to indicate an out of sensitivity,condition. The vandal resistant, security locking feature shall be used in those areas as indicated on the drawing. The locking feature shall be field selectable. It shall be possible to perform a functional test of the detector without the rieed of generating smoke. The method shall simulate effects of products of combustion in the chamber to ensure testing of detector circuits. Voltage and RF transient suppression techniques shall be employed to minimize false alarm potential. WIRING DIAGRAMS 2-Wire Wiring Diagram 4-Wire Wiring Diagram ��`i�V�fC}>� IBC I��.IC�)� • �i! • C+)iSi' SIX' • Qi! :U o T 12 or 24VDC L!-,- Power Supply *12VDC-------------------------------- Use either 12 OR 24VDC . They cannot be used simultaneously. ti0d Amwlocmnm oon SA4M sy.rfdmenepnbdwpwtlamannaw. EICE VE JAN t 7 20% I♦ 1-IOCiy1K1 � �----. Series HPS-SAH, HPS-SAK, HPS-DAH, HPS-DAH/S, HPS-DAK, HPS-DAK/S Manual Non -Coded Pull Station HPS-SAH HPS-DAH HPS-DAK HPSSAK HPS-DAH/S HPS-DAK/S STANDARD FEATURES Metal Construction Enclosed switch with glass rod (included) 10 Amps @ 120 VAC Available in: Single Action, Dual Action and Dual Action in Spanish (HPS-DAH/S) UL, CSFM Listed Made in USA DESCRIPTION Hochiki America's Models HPS series pull stations are available in six models: • HPS-SAH single action • HPS-SAK single action with key lock • HPS-DAH dual action • HPS-DAH/S dual action (Spanish) • HPS-DAK'dual action with key lock • HPS-DAK/S dual action with key lock (Spanish) Each model is constructed of a solid die cast housing and comes in glossy red. The back switch plate is plated steel. The,electrical switch is rated for 10Amps @ 120 VDC normally open contact rating. All models are connected via terminal block connections. SIGNALING @�callfomia Stae Fire % Marshal LISTED LISTED S6512 7150-0410:162 Continued on bade Hochlkl America Corporation Find latest revision at w .hochlklxom 7051 Village Drive, Suite 100 Buena Park, CA 90621-2268 Phone: 714/522-2246 Fax 714/522-2268 IS0 Terhrtical Support 800/845 6692 orEechniqlsuppat@hoduld.com w® o • 4 • Rear View Terminal 0 O Switch A Switch B (6T) C SPECIFICATION Front View Model SAH SAK DAH DAH/S DAK DAK/S EXP./WrP. PRF. Contact SPST Form "A" IDPDT Forth T" Terminal Block A A & B Terminal Connecting 2& 3 1 2 3 5 6,7 Terminal Connection LED 1 + & 4 - 4 + & 8 - Ter minal Connection Switch 1 & 4 4 & 8 Terminal Connection Phone Jack 1 & 4 4 & 8 Contact Rating 10A @ 120 VAC 10A @ 120 VAC Operating Temperature -30°F (-35 °C) -150°F (66°C) -30°F (-35 °C) - 150°F (66°C) ELECTRICAL WIRING Was MPS W. wSSNc we -DM. rms.nvus.'wsoNc wsouUs SpmMm9msaElstlbWprpbul�Cb. go HCA-RA REMOTE ANNUNCIATOR DESCRIPTION The HCA-RA remote annunciator provides a convenient and cost effective remote annunciator solution. HCA-RA can be connected to the slave RS- 485 port of the HCA control panel. The HCA-RXs large 32 character display and navigation buttons are a complete mimic of the HCA control panel display. The use of a common interface allows the user to easily operate the HCA-RA as if the were operating the HCA control panel directly. Security is established by the use of a password or firefighters enable key. The HCA-RA may be surface or flush mounted. PRODUCT LISTINGS 1 (!PUS California �State Fire �. Marshal 7165-0410:183 Specifications subpd to change without notice. JAN 1 `71014 SPECIFICATIONS Supply Voltage 16-26 VDC Dimensions 5.4' (W) x 7.11' H) x 1.75' D) Weight 1.5lbs. Color Black Enclosure Material 1.2mm mild steel Wiring Length 3300 R Stand by Current 12 mA Alarm Current 30 mA Operation Humidity 93% RH (Non -Condensing) Operating Temperature 32°F (0"C) to 120°F (49°C) STANDARD FEATURES UL864 9th Edition / NFPA Compliant Fully compatible with HCA series conventional panels Full control over main panel remotely Large 32 character LCD display (2 line x 16 character) LED indicators for Fire, SupervisoryAlarm, Trouble, AC Power, and Silence Resides on the HCA Series slave RS-485 line Local piezo sounder for audible event notification Supports user codes & firefigter key to enable access and controls Supports flush or surface mount without a sepa- rate trim -ring Hochiki America Corporation Find latest revision at www.hochiki.com 7051 Village Drive, Suite 100 Buena Park, CA 90621-2268r Phone:714/522-2246 Fax:7141522-2268 ISO Technical Support 8001845-%Woriechnicalsuppat@xo .com R.. Po,N 0921)12 ENGINEERING SPECIFICATION The contractor shall furnish and install where indicated on the plans, the remote annunciator model HCA- RA. The HCA-RA shall connect to the HCA Series fire alarm control panel (FRCP) RS485 slave bus. The remote annunciator shall annunciate on its 32 character display and local buzzer, the condition of its master HCA Series FACP. One HCA-RA remote annunciators maybe connected together on a single RS-485 HCA Series FACP slave bus. The HCA-RA shall be ETL listed and compatible with the Hochiki HCA Series control panel. WIRING DIAGRAM El IN HCA-RA Remote Annunciator 24VDC R54R5 + - + HCA Control Panel 0 IECve JAN ill 20% Npd AnMloaCapmdm CONVEMIONALFlREAIARMCOMROLPANR SptlftW"— 000 tWno". HCA-2, HCA-4, HCA-8 CONVENTIONAL FIRE ALARM CONTROL PANEL HCA FRONT & SIDE VIEW DESCRIPTION The HCA series is available in a 2, 4, or 8 zone conventional panel design which is in accordance with UL 864 9th Edition Listing Detection and Fire Alarm Systems —Control and Indicating Equipment. The HCA series are fully programmable using simple front panel menu options. HCA supports releasing of agent (FM-200, 3M Novec, etc) and water (Pre -action, Deludge, etc.) on the HCA-4 and HCA-8 models only. This conventional control panel offers programing features to the user. The panel is a single board construction, which is installer friendly. The panel is compatible with a wide range of Hochiki America's detection devices. I PRODUCT LISTINGS 1 "IERr California ETA,: State Fire Marshal . a US 7165-0410:183 to STANDARD FEATURES UL864 9th Edition / NFPA Compliant Fully programmable using simple menu options Simple, single board construction Installer friendly and supports flush or surface mount without a separate trim -ring Built-in two-line (16'Characters for each line) LCD display provides easy to read information 15 Key control buttons for easy programming, reset and silencing. Real time clock Event History log (256 events) with Datelrime stamp, which can be viewed from LCD display Compatible with wide range of detection devices 4 Programmable Supervised NAC outputs 6.5 Amp power supply Switchable 120/240VAC 50/60 Hz Power supply 5 Programmable output patterns for NAC circuits Gentex Sync Protocol Built-in Supports Releasing of Agents & Water on HCA-4 & HCA-8 models ' Three programmable general purpose relays Dedicated alarm and trouble relays Built-in walk test feature Panel Dimension: 14.57" (W) x 15.4T' (H) x 4.41" (D) Supports up to two '12V, 18Ah Backup batteries Supports one RemoteAnnunciator via RS-485 JAN 1.7 201q Hochlkl America Corporation Flnd latest revision at w .hochiki.com 7051 Village Drive, Suite 100 Buena Park, CA 90621-2268 Phone:714/522-2246 Fax:714/522-2268 i80 Technical Support 800r84566Kor technicalsupport�child.com '' Po 7 1=1 I 1 - SPECIFICATIONS Supply Voltage 120VAC 50hz/60hz or240VAC 50hz/60hz Power Supply DC Rating 24V @ 6.5Am s HCA4/8 24V @ 4.5 HCA-2 Number of Zones HCA-2 2 Zones), HCA4 4 Zones), HCA-8 8 Zones NAC Outputs 4 2.5 Am 24VDC Special Application, Class B Relay OutWs 5 3 Amps 0 30VDC 3A a 240VAC. Dis la 2 line x 16 character LCD Char er Current 0.98A @ 22VDC max. Battery 2 x 12VDC, 18AH max. Operating Temperature 32°F - 120-F 0°C - 49°C Operating Humi ity 95% RH Non -Condensing Color Red Dimension 14.5TW X 15.47"H X 4.41"D 370mm X 393mm X 112mm Weight 22lbs. 10K HOCHIKI AMERICA COMPATIBLE DEVICES MODEL DESCRIPTION MAX. # PERZONE SLR-835 DETECTORS Photoelectric high velocity smoke detector 20 SLR-24V Photoelectric high velocity smoke detector 20 SLR-24H Combined Photoelectric smoke / Heat detector 20 DSC-EA Rate of rise heat detector 20 DCD-135 135° Fixed temperature rate of rise heat detector 20 DCD-190 1900 Fixed temperature rate of rise heat detector NS 224 SASES 6"base 43mAdraw 24V 20 NS4-224 4" base 43mA draw. 24V 20 base- 150mA draw, 24V 20 NS4-100 4"base, 150mAdraw 24V 20 HPS-SAKMPS-DAH HPSSAH/HPS-DAK PULL STATION Conventional Manual Pull Station Conventional Manual Pull Station 25 0400-02590 RELEASING ACCESORY Releasing EOL Module 1 3001000 Abort Switch Patter 1 PBSA Abort Switch 1 HPS-DAK-SR Fire Suppression Release Pull Station 1 131-035 Electrical Actuator Sea-fire 1 73218BN4UNLVNOC1111C2 Solenoid Parker/Skinner 1 LV2LBX25 Solenoid Parker/Skinner 1 X51165100 24V0It Solenoid Parker/Skinner 1 T8210A107 Solenoid ASCO 1 R821OA107 Solenoid ASCO 1 821OA107 Solenoid ASCO 1 753-E F reLock 300 psi Solenoid ictaulic 1 11591 1 Solenoid(Viking) 1 JAN v 7 2014 HWWAMWincavuaMncws.w.00Nvsrrnow FMAuaMCDWR«auW-L Fire Contractor II FIRE ALARM FLOOR PLAN Scale: 3/16"-1' HCA-4 FACP Bridal Room WF ❑T -------- ------------------------ -- _-....--. . _-...._.-- _.-._------- RISER DIAGRAM (NEW) (NEW) (HCA-4) HCA-RA FACP ANN Nac Ckt 1 — — zs — a3 b — NC, — '0, — — EOL 15cd 15cd 15cd 15cd 15cd 30cd Nac Ckt 2 — 0 —0 — "'a'" —0 — EOL 30cd 15cd 95cd 95cd ZONE 01 — Sp X12 ZONE 02 — [ M1 X03 ZONE 03 — WF X01 ZONE 04 — 0 X01 SPECS 0 Fully Sprinkled: YES 0 Wire Method: Free Wire O FACP Monitored: Yes O FACP Located at: Storage Rm 11OCCUPANCY &APPLICABLE CODES O NFPA 72 2010, NEC 70 2011, IBC 2006, IFC 2006 0 Occupancy:A-3 Assembly. 0 Square Footage Building :5,464.42 SgFt Z-2 M dCA-RA ANN FSEOUENCE OF OPERATION I. Trouble or supervisory Conditions Upon a trouble or supervisory condition the following will occur. • The FACP will sound the local sounder (piezo). • The dedicated trouble / supervisory alarm LED shall light up. • The current system status shall display on the FACP LCD. • Trouble / supervisory alarm signals will be transmitted to UL listed central station. II. Alarm Condition Upon activation of any initiating device the following will occur. • The FACP will sound the local sounder (piezo). • The general alarm LED shall light up indicating an alarm. • The current system status shall display on the FACP LCD. • Alarm signals will be transmitted to UL listed central station. • Panel will trip NAC output circuits activating audio / visuals throughout building until silenced. FIRE ALARM SYMBOLS QTY SYMBOL D ES C R PT O N MANUFACTURE MODEL 12 FS D PHOTOELECTRIC SMOKE DETECTOR Hochiki SLR-24V 00 FH- � FIRE ALARM - CEILING MOUNTED HEAT DETECTOR 03 FM-1 FIRE ALARM - MANUAL PULL STATION Hochiki HPS-SAH 00 FIRE ALARM - COMBINATION HORN/STROBE (WALL MOUNTED) w/p weather proof 08 FIRE ALARM - COMBINATION HORN/STROBE (CEILING MOUNTED). HCC w/p-weather proof Hochiki FIRE ALARM - STROBE (CEILING MOUNTED). VISUAL ALARM 02 /O\ INDICATING APPLIANCE MEETING NFPA. Hochiki Hcs FIRE ALARM - STROBE. (WALL MOUNTED 84" AFF) VISUAL 00 .Q. ALARM INDICATING APPLIANCE MEETING NFPA. 01 W FIRE ALARM - WATER FLOW SWITCH 01 FTI FIRE ALARM - TAMPER SWITCH 00 FI -M FIRE ALARM - ADDRESSABLE INPUT MODULE 00 FD-D] FIRE ALARM - DUCT DETECTOR * SUPPLIED BY OTHERS 01 FACP FIRE ALARM - MASTER PANEL Hochiki HCA-4 01 ANN FIRE ALARM - ANNUNCIATOR PANEL Hochiki HCA-RA Groda Fire Protection 1013 San Jacinto La Porte, Tx. 77571 OFF: (281) 470-8348 FAX: (281) 470-8372 ACR-1751053 Project Designer: Y Obi LLG Velocity Cad Designs, Ilc. 16107 Peach Bluff Ln Cypress, TX 77429 TEL (713) 539-9749 RECEIVE� JAN 17 2014 REVISION HISTORY ISSUE FOR CONSTRUCTION JAN. 16, 2014 REVISION SUBMITTAL ISSUE LEVEL DATE PROFESSIONAL SEALS ® FOR SUBMITTAL ❑ RECORD DRAWINGS I HAVE REVIEWED THESE PLANS AND ® CERTIFY THAT THEY COMPLY WITH THE APPLICABLE CODES AND STANDARDS, OR ❑ CERTIFY THEY WERE COPIED FROM SEALED ENGINEERING PLANS AND ANY VIOLATIONS OF THE APPLICABLE CODES OR STANDARDS ARE SPECIFICALLY NOTED ON THESE PLANS Velocity Cad Designs 16107 Peach Bluff Ln. Cypress, TEXAS 77429 (713)-539-9749 ACR-1825916 APS-1849330 APSLIC SEESIGI URE - LICENSElF MUNOZ JR, H RY 01/16/2014 APS PRINTED NAME -- DATE: Fire Alarm Building Layout JAM HJM DRAWN BY CHECKED BY VCD—GFP-01 The Gates PROJECT NUMBER PROJECT ABBREVIATION JAN. 16, 2014 ISSUE FOR CONSTRUCTION ORIGINAL ISSUE CURRENT DOCUMENTATION STAGE NAME FA-01 EV 60 - VLOZ/LL(L - d4I1 S31VE) 3Hl - l0\N0I13A10Hd AHIJ VOOHO\VLLL LO\ - [9VE-6LV-1,8Z 1NIHd3(1i8 >IHVdH]D(] City of La Porte 604 W Fairmont Pkwy .La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . .14-00000084 Date 2/03/14 Property Address . . . . . . 912 W MAIN ST HCAD Number: 023-185-000-0014 Alternate Search Method: Application type description FIRE SPRINKLER Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . MAIN STREET DIST OVERLAY Application valuation . . . . 4635 ---------------------------------------------------------------------------- Type of Work fire sprinkler system ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ NEWFAITH DEVELOPMENT LLC SIMPLEXGRINNELL, LP 101 KING WILLIAM DR 8323 N ELDRIDGE PKY STE 120 LA PORTE TX 775714517 HOUSTON TX 77041 (281) 671-3364 --- Structure Information 600 000 ABOVE GROUND FIRE SUPPRESSION Construction Type . . . . . METAL FRAME Occupancy Type . . . . . . ASSEMBLY Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -FIRE SPRINKLER' Additional desc . . ABOVE GROUND FIRE SUPRESSION Permit pin number . 452086 Permit Fee . . . . 50.00 Plan Check Fee 25.00 Issue Date . . . . 2/03/14 Valuation . . . . 4635 Expiration Date . . 8/02/14 Qty Unit Charge Per Extension BASE FEE 20.00 4.00 7.5000 THOU BLDG - 1,001 - 50,000 30.00 ---------------------------------------------------------------------------- Special Notes and Comments January 30, 2014 10:18:26 AM LAPOKYC. 1. THIS PERMIT FOR ABOVE GROUND FIRE SUPPRESSION ONLY 2. SEPERATE PERMIT REQUIRED 3. APPROVED SUBJECT TO THE FIRE MARSHAL'S ATTACHED P/R COMMENTS DATED 1/28/14 4. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- -------------------- ` (-')City of La Porte ) ,_.1604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 14-00000084 Date 2/03/14 Permit Fee Total 50.00 50.00 .00 .00 Plan Check Total 25.00 25.00 .00 .00 Grand Total 75.00 75.00 .00 .00 -------------—--------- -N ----------------------- ----------- (SIGNATURE OF CONTRACTOR OR AUTHORIZED NC: ) D TE (APPROVED BY BUILDING OFFICIAL OR AUtiI6 IZIZED AGENT) DATE b� CGEIVE . city of Lid Porte � � velopment Department Phone: 281.470.5073 604 W. Fairmont Pkwy. Fax:'281.470.5005 ..:.... LaPorte, Tx 77571_..--_._..... ..1=IRE PERMIT APPLICATION ..... www.iaportemillov 1. PROPERTY OWNER CONTACT INFORMATION: OWNER NAME: THE GATES PHONE I: 713-5014851 PHONE 2: - FAX 4: E-MAIL: MAIUNGADDRESS: 013W. MAIN ST. IAPORTE. TEXAS 776n 2. AGENT/CONTRACTOR REPRESENTING PROPERTY OWNER (If Applicable): AGENT/ CONTRACTOR COMPANY: rAMPLEXGRWNELL PHONE 1: 281� PHONE 2: W'STI OOP E-MAIL: FAX R: MAILINGADDRESS: =N aeM Pk,.T,W'"Nwm.,.Txr7 ' CONTACTPERSON'S NAME: Gv"MsMFn7ao PHONE: M'4"40 3. PROPERTY DESCRIPTION: HCAD PARCEL NO(s) 13-digit Tax lD(S): 1.) O a 3 - 17 5 - 06 0 -- Oo 1 4 2.) 3.) IX —CS I `I S 19 Al PROPERTY ADDRESS (If "ISting): 012W. MAW ST. LA PORTE. TEXAS 77571 PROPERTY LEGAL DESCRIPTIO_N_:--�'�— FLOOD,ZONE:---� — r,LISE ZONE (ZONING DISTRICT): ter. 4.`PROJE INFORMATION: NFORMATION: DATE OF SUBMITTAL: 01-23-14 13 FIRE ALARM FIRE SUPPRESSION I] VENT HOOD I] VENT HOOD FIRE SUPPRESSION 0 UNDERGROUND FIRE LINE 13ABovE.CRn11ND'InF.. SUPPRESSION eI] OTHER NEW ABOVE GPOU D WET SYSTEM IN EXISTING WONG DESCRIBE WORK: A Q ov "7(a. Cd- jr—, Il -ST Af%-1 1 LA Jt tl L BUILDING USE: �y3 Al C s Ian J I NO. OF STORIES: t PROJECT VALUATION: S ' S. APPLICATION CHECKLIST & SUPPORTING DOCUMENTATION (Check applicable boxes): COMPLETE ITEMS 1-4 OF PERMITAPPUCATION 0 SUBMIT TWO (2) COMPLETE SETS (HARDCOPIES) OF CONSTRUCTION PLANS FOR REVIEW NOTES TO APPLICANT: 1. CONTRACTOR MUST BE REGISTERED WITH THE CITY 2. TO REGISTER WITH THE CITY, SUBMIT CURRENT CERTIFICATE OF INSURANCE WITH CITY OF LA PORTE AND CITY-S ADDRESS AS CERTIFICATE HOLDER 3. NOT A VALID PERMIT UNTIL OWNER/CONTRACTOR IS NOTIFIED OF APPROVAL AND ALL APPLICABLE FEES ARE PAID IN FULL APPLICANT PRINTED NAME: tlar8g^StIPWW APPLICANT SIGNATURE: IFOR STAFF USE ONLY): / PERMIT NO: Occupancy Type.n '>, construction Typ-�7•e:'-"—(3 Parking Spaces Required:/VA CET: N0 Taxes?.- FEES: Residential Driveway Tle-In: $ /J Porkland/Fee: $ Pion Check Fee: $ %. Sr, Permit Fee: $ O 3— Special Condition . T P T�' T- It — Must complete al(( work and pass ry In QQeection %ff{qin 30 days of pg4mit issuance to avolod further Code Enforremr�nt Actbn CornM c nTS {lAte.1 . Ol� P ACPly. CY/A[All h r yajp+c.C'tQ,J r f3ap.r—'N .7 air S c�va-f-. PERMITAPPROVAL: Fire Marshal (Commercial Only): Y. M F.t C Date: f Approvedfor Issuance by: 1 _ in Dote: o—� to PORTE FIRE 4 M FFICES .fir' PORTI— r FIRE. MARSHAL'S I't POLICE OFFICE "PLAN REVIEW" Date 01/28/2014 Business Name The Gates Address 912 West Main Type of Review Above -Ground Fire Protection Contractor Simplex Grinnell Reviewed by Clif Meekins, Fire Marshal Approval YES The Applicant shall be responsible to ensure the design specifications and plans arecomplete and In compliance with the requirements set forth In the M00 Inlernetional Flro Cade (IFC) and Local Amendments as well as the applicable referenced Standards listed In Chapter 45 of the 2000 IFC. This plan review Is not Intended to be fully Inclusive as other requirements may be Imposed as warranted by the Fin Marshal or as deemed necessary during omits Inspections by the Fire Marshal's Office. 1) This plan approval is for the Above -Ground Fire Protection system ONLY; separate plans shall be submitted for the Under -Ground Fire Protection system. 2) The Fire Marshal's Office approved set of Fire Sprinkler Plans, manufacture's product data sheets on all equipment being installed, and the installation permit are to be on site for all Fire Marshal's Office inspections. The On -Site Installer shall have a current State license, on his person, while on the job site. 3) The fire sprinkler piping shall not be covered up prior to the Fire Marshal's Office visual inspections of the piping. If the piping is covered, and the inspectors cannot inspect as is required by Fire Code, all of the obstructions will be required to be removed. NO EXCEPTION!!!!!! 4) HYDROSTATIC TEST - Hydrostatic test shall be preformed, and passed by your company, prior to contacting the Fire Marshal's Office for inspection. 5) Contact the Fire Marshal's Office 24-hrs in advance (prior to cover-up) to schedule a Fire system inspection. The system shall be pressured and holding 200# for two hours prior to the Fire Inspectors, arrival. Failure to have the system ready for inspection will result in a "failed" inspection. 6) A person licensed throueh the Texas State Fire Marshal's Office to install Fire IF THE APPROVED PLANS! ARE CITY PRIOR MODIFIED, A NEW COPY TO THE CITY' SUBMITTAL TO THE CHANGE OCCURR NN 125 South ')"I Street, La Porte, TX 77571 * Office: 281-81 /--4603 * Fax: 281-867-4629 COMMERCIAL PLAN REVIEW COVED SIi,ET' r a (INTERNAL USE) ADDRESS: 9(2. W _ M n-s OWNER'S NAME: PROJECT TYPE: NEW:_ ADDN: HCAD#:y ;0 - / &_S— <Dc) n o ,7 14 HTE LOC#: FLOOD ZONE: X USE ZONE: YIN TIRZ ZONE? SITE VISIT (DRAINAGE) ZONING PERMIT CERT. SITE PLAN APPROVAL ASBESTOS SURVEY RECEIVED TAS (ADA) PROOF OF SUBMI'I� F101 RESOL. APPLICABLE?•/ F216-00-00 RESOL. APPi;�A LF FILL DIRT APPL/PPMT CLEARING PE T NEEDED? FLOOD PE T NEEDED?: W/S FE APPLICABLE?: 100% MASONRY/GLASS STORM WATER QUALITY PERMIT TAXES UP TO DATE?: DATE OF REVIEW: / ITEMS NEEDED FOR ISSUANCE F ERM1T: (Applicable on Demo, Addn, or Remodel) (Applicable to Comm. Or Ind.) (If yes, permit cannot be issued.) (If yes, permit cannot be issued.) (If yes, figure fees. If no, use w/s form to explain why they are not.) INSPECTOR: L. 0, 40!/ /` 1. CURRENT INSURANCE CERT. (if applicable) OK I/)- */-/y OWNER OR CONTRACTOR NOTIFICATION DATE TIME NAME OF PERSON CONTACTED SACPSh=\WSPECnON D1VISIONftpectiom\COML PLAN REVIEW COVER SHEETAm Rev. FEB2012 Menager, Dwayne From: /o=First Organization/ou=Exchange Administrative Group (FYDIBOHF23SPDLT)/cn=Recipients/cn=Menager, Dwayne97c on behalf of Menager, Dwayne Sent: Thursday, January 2014 4:17 PM To: ,23, Meekins, Clif; Wise, Sandra Cc: Huber, Mark Subject: 912 W. Main Cliff, We have a set of fire sprinkler plans ready for your review for 912 W. Main Plans are in the usual place Respectfully, Dwayne Menager Chief Inspector Inspections Division 281-470-5070 City of La Porte Fire Marshal's Office FIRE SPRINKLER SYSTEMS PLAN REVIEW SUBMITTAL General Information: Type of Work (select one): New: X Addition: Existing System/ Mod: Project Name: THE GATES Date: 01-13-14 Scope of Work: INSTALL WET SYSTEM IN EXISTING BUILDING Number of Plans Submitted: FP-1 + 2 COPIES I Number of Pages: 1 Site/PropertySite/Property Information: Project Address: 912 W. MAIN ST. LA PORTE, TEXAS 77571 Project Name: THE GATES Building Narne: 912 Sprinkler Contractor Information: Licensed Sprinkler Contractor Requesting Permit: SIMPLE Xeq L Mr RMENumber: RME-G-1744058 SCR um er: 0659 Arm a Contractor Address: 8323 N. ELDRIDGE PKWY SUNOATOUSTON TX 77041 Business Phone #: (281 ) 330-0235 Fax#: (281 ) 671-3302 Point of Contact/Licensee Information: Applicant's Name: Kenny Randle Applicant's Position/Title: Fire Sprinkler Designer State License Number: 1744058 . EF�RPJWVED p Ex iration Date: Day Phone #: (+1 )-318-655-9119 :�Ew $UBMI Fax #: ( +1)-318-687-8333 QnA*&T i f� om NG. NOTES: Designer information: GAREGIN STEPANYAN cell: 281-330-0235 p mail- gstep;;nA,,;;imr!exgrinne r-om S stem I Detail s: 75 Number of new heads Heads added to new lines Number of new branch lines added Heads added to existing lines Number of heads relocated Number of Standpipes Plans Submittal Requirements The following items are required for a proper plan review and shall be included in your submittal a. Show the NFPA standard(s) and edition of the standard(s) utilized in design of the fire sprinkler system. b. Show reference information of "work by others" including, but not limited to, fire service line. c. Show occupancy/hazard classification and design density information. d. Show description of use for all portions of the building (including room names) included in this application. e. List the construction type of the building. Indicate if there are un-sprinklered, concealed combustible spaces. f. Indicate whether sprinkler system design is pipe schedule, hydraulically designed, or special design. g. Show all applicable design info as specified in NFPA 13, 1999 and NFPA 24, 1995. h. Show ceiling heights for all rooms and areas. i. Show full height cross-section or details as necessary to reflect sprinkler and piping locations in relation to obstructions for all atypical conditions. j. Indicate type of sprinkler system: wet pipe system, dry pipe system, etc. k. Provide hydraulic design calculations for new systems or for modifications to an existing system which affects the hydraulically most remote area of the system. 1. Provide fire siup asscinbly Ics.ga number (UL or other approved assembly) and complete construction details for sprinkler system piping penetrations of fire resistive assemblies. in. Indicate electrical supervision or other approved method of supervision of valves controlling the water supply for automatic fire sprinkler systems. n. Show the use of special sprinklers, such as extended coverage or ESFR sprinklers, or special conditions, such as the use of a water curtain, as applicable. o. Provide manufacturer's data sheets and listing information for special piping and er p. For modifications, show model of existing sprinklers in addition to new sp ' er e q. For modifications, continue the existing system to one branch line or sprinkler beyon the cope of work and/or any areas within scope that are not in contract. r. Provide signed copy of water supply flow test report, including, but not limited to, flow location, static and residual pressures in PSI, flow in GPM, date of test, name of party who conducted test or supplied information. s. For storage and/or warehouse occupancies provide information regarding commodity, commodity classification, encapsulated (method of packaging), height of storage, stayg arrangement (i.e., aisles, piles, on pallets, racks, arrays, etc.), and in -rack sprinklers, as applicable and sm Il hds��apl t. For new buildings or building additions four or mores r'e,� �At„ n a � *j&be provided during construction in accordance with the 2003 IFC. II yE 4 $(/B I c u. Show the materials, listing information, and installation specs oif•(pC p 'nfiWQi angers. v. Show location of Fire Department connections (FDC) at building. RRIIyQ w. Standpipe and hose cabinet locations within the building, as applicable. x. Show main drain test connections to permit flow tests of water supplies and connections. y. Show Class I standpipe outlet connection on each side of the wall adjacent to the exit opening of a horizontal exit, as applicable. MINIMUM FIRE SPRINKLER SYSTEMS PLAN REVIEW SUBMITTAL REQUIREMENTS: Title block including the following; 1) Authority Having Jurisdiction — City of La Porte Fire Marshal. 2) Designed in accordance with code and code date — 2003 IFC & NFPA 13, 1999 ed. and NFPA 24, 1995 ed. 3) Project name 4) Project address 5) Contractor Name, Address and License Number 6) Drawn By 7) Scale 1/8" = P 8) Date Plan shall be drawn to an indicated scale, on sheets of uniform size, with a plan of each floor, and shall show those items from the following list that pertain to the design of the system: 1) Point of compass oriented to the North. 2) Full height cross section, or schematic diagram, including structural member information if required for clarity and including ceiling construction and method of protection for nonmetallic piping. 3) Location of partitions 4) Location of fire walls 5) Occupancy class of each area or room 6) Location and size of concealed spaces, closets, attics, and bathrooms 7) Any email enclosures in which no sprinklers are to be installed 8) Size of city main in street and whether dead end or circulating; if dead end, direction and distance to nearest circulating main; and city main test results and system elevation relative to test 9) Other sources of water supply, with pressure or elevation 10) Make, type, model, and nominal K-factor of sprinklers including sprinkler identification number 11) Temperature rating and location of high -temperature sprinklers 12) Total area protected by each system on each floor CITY 13) Number of sprinklers on each riser per floor 14) Total number of sprinklers on each dry pipe system, pre -action system, rtl rt �yipe-pre- action system, or deluge system zV�(�/ 15) Approximate capacity in gallons of each dry pipe system 16) Pipe type and schedule of wall thickness 17) Nominal pipe size and cutting lengths of pipe (or center -to -center dimensions). Where typical branch lines prevail, it shall be necessary to size only one typical line 18) Location and size of riser nipples 19) Type of fittings and joints and location of all welds JPdMLIds. The contractor shall specify on drawing any sections to be shop welded and the type � ns to be used 20) Type and locations of hangers, sleeves, braces, kap_7ri Af tt�Lxwers when applicable 21) All control valves, check valves, drain pipes, and teST9.XW I rv1`SREQ(JBV BMlrr L 22) Make, type, model, and size of alarm or dry pipe valve '4NOE ode pRIpR 23) Make, type, model, and size of pre -action or deluge valve CV RRIN(a 24) Kind and location of alarm bells 25) Size and location of standpipe risers, hose outlets, hand hose, monitor nozzles, and related equipment 26) Private fire service main sizes, lengths, locations, weights, materials, point of connection to city main; the sizes, types and locations of valves, valve indicators, regulators, meters, and valve pits; and the depth that the top of the pipe is laid below grade 18) Underground piping shall have a 5-foot minimum separation from all other utilities and placed in a separate trench. Underground piping may not be combined with other utilities for entrance to the building. Inspection Requirements: A minimum of three inspections are required for underground piping serving sprinkler systems and/or private hydrants: 1) Pre -pour inspection; 2) Hydrostatic testing; 3) Flush inspection. 1) Pre -pour inspection: Thrust block excavation shall be completed, but thrust blocks shall not be poured. All pipes shall be in place and exposed for visual inspection. Pipe shall be laid on a minimum six-inch bed of clean sand. Trench shall be of a sufficient depth to allow the required cover above pipe. 2) Hydro Testing: Thrust blocks shall be in place. Pipe shall be center -loaded with clean sand to prevent uplift, but all joints shall remain exposed. The system shall be hydrostatically tested at 200 psi (or 50 psi over maximum static pressure, whichever is greater) for a duration of at least two hours prior to the arrival of the inspector. 3) Flush inspection: All portions of the underground system shall be flushed to remove debris prior to connection to overhead piping. Flow shall be through a minimum of a four -inch hose or pipe, unless otherwise approved by the inspector prior to scheduling the flush. Hose or pipe shall be restrained to prevent injury and damage. The flush and hydro inspections may be scheduled concurrently. 4) Upon flush inspection or prior to final sprinkler or site inspection, all detector check assemblies, control valves, and fire department connections (FDC) shall be clearly labeled with the address served by the device. Address signs shall be securely attached to the device and be of a durable, lade -resistant material which is visible and legible from the fire lane. FDC and four -inch hydrant outlets shall be unobstructed and oriented toward the fire lane. Valves shall be locked in the open position with breakaway locks. All valves and private hydrants shall be painted OSHA safety red. Hydrant and FDC caps shall be in place. NOTES: CRY 1) All inspections require 24-hours notice to the Fire Marshal's Office. Cop` I 2) An approved copy of the Fire Sprinkler Systems Plan Review Submittal and the Plan Review issued by the Fire Marshal's Office shall be posted on the job site until the final inspection is issued by the City of La Porte Fire Marshal's Office. 3) Absolutely no piping is to be cover-up until written notification has been given by the City of La Porte Fire Marshal's Office and a copy of 4fb pten notification is on the job -site. 40I)IFIEO PROVE p PLC , Vw Tp lh HE c^�Q e MINIMUM FIRE SPRINKLER SYSTEMS PLAN REVIEW SUBMITTAL REQUIREMENTS: Title block including the following: 1) Authority Having Jurisdiction — City of La Porte Fire Marshal. 2) Designed in accordance with code and code date — 2003 1FC 24, 1995 ed. 3) Project name 4) Project address 5) Contractor Name, Address and License Number 6) Drawn By 7) Scale 1/8" = 1' 8) Date & NFPA 13, 1999 ed. and NFPA Plan shall be drawn to an indicated scale, on sheets of uniform size, with a plan of each floor, and shall show those items from the following list that pertain to the design of the system: 1) Point of compass oriented to the North. 2) Full height cross section, or schematic diagram, including structural member information if required for clarity and including ceiling construction and method of protection for nonmetallic piping. 3) Location of partitions 4) Location of fire walls 5) Occupancy class of each area or room 6) Location and size of concealed spaces, closets, attics, and bathrooms 7) Any ;mall onclosures in which no sprinklers are to be installed 8) Size of city main in street and whether dead end or circulating; if dead end, direction and distance to nearest circulating main; and city main test results and system elevation relative to test 9) Other sources of water supply, with pressure or elevation 10) Make, type, model, and nominal K-factor of sprinklers including sprinkler identification number 11) Temperature rating and location of high -temperature sprinklers 12) Total area protected by each system on each floor 13) Number of sprinklers on each riser per floor �� 14) Total number of sprinklers on each dry pipe system, pre -action system, combined[d)�/e- action system, or deluge system C 15) Approximate capacity in gallons of each dry pipe system �klcal 16) Pipe type and schedule of wall thickness17) Nominal pipe size and cutting lengths of pipe (or center -to -center dimensions). Wh branch lines prevail, it shall be necessary to size only one typical line 18) Location and size of riser nipples 19) Type of fittings and joints and location of all welds and bends. The contractor shall specify on drawing any sections to be shop welded and the type of finings or formations to be used 20) Type and locations of hangers, sleeves, braces, and e f securing sprinklers when applicable MOO/F RPPROV 21) All control valves, check valves, drain pipes, and test co�EO A NF O P/�NS 22) Make, type, model, and size of alarm or dry pipe valve TOT �/Ty/s W SUB ARE 23) Make, type, model, and size of pre -action or deluge valve NE C REQU/ M177 24) Kind and location of alarm bells MANGE O rf, PRI A( 25) Size and location of standpipe risers, hose outlets, hand hose, monitor noul€Y�Tdated equipment ``�� 26) Private fire service main sizes, lengths, locations, weights, materials, point of connection to city main; the sizes, types and locations of valves, valve indicators, regulators, meters, and valve pits; and the depth that the top of the pipe is laid below grade I . C/' / COPY YED PLANS ARE .EW SUBMITTAL iEOU1RED PRIOR aE OCCURRING. z. Shgw location and type of all valves controlling the water supply. aa. Note on the plans the specifications for fire pumps, including rated capacity in GPM and rated net pressure in PSI. bb. All hydraulic references nodes shown in calculations must be shown on plans. Underground Fire Main and/or Fire Hydrants (In addition to Plans Submittal Requirements) a. If scope includes piping to P-0" A.F.F., include detail of spigot piece from 5'-0" out with rod sizing and dimensions. b. Include detail of backflow prevention device with size, make and model number. c. Include detail of fire hydrant(s) including the maximum and minimum dimensions. d. Include on plans the type, lengths and minimum bury depth for underground e. Include detail of F.D.C. including dimensions. f. Include thrust block locations and details. Fire Pumps (In addition to Plans Submittal Requirements) a. Submit manufacturer's data sheets for fire pump and all associated equipment. b. Show piping layout including feed -in and supply -out. Expiration of Plan Review: Pursuant to 2003 IFC Section 105.2.3, an application for a permit for any proposed work or operations shall be deemed to have been abandoned six (6) months after the date of filing, unless such application has been diligently prosecuted or a permit shall have been issued; except that the fire code official is authorized to grant one or more extensions of time for additional periods not exceeding nine 90 days each if there is reasonable cause. L. Certification: This document is a governmental record. Individuals who knowingly make a false entry in, or false alteration of, a governmental record are subject to criminal prosecution under Section 37.10 of the Penal Code, Vernon's Texas Code Annotated. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified or not. The granting of a permit does not presume to violate or cancel the provisions of any state of local law regulating constitution or the performance of construction. I also understand that the install t y of the work related to this permit application shall not proceed until approved plans are issued from CI L crte. Signature: Print Name: GAREGIN STEPANYAN FIRE MARSHAL'S OFFICE USE ONLY 4f,% `F Date of Completion: Tim RpI. Approved: Oyes O No To j,rtF ,'4 h� D p� Require Follow-up: ❑Yes ❑ No Explain: t'V ft. Fee's Due: N Amount Paid: Yes ❑ No hgNQ� pU�R�QA�TTgtF Building Information: Check the appropriate line below if this work is associated with any of the following types of work. List the City of La Porte Building Permit Number. New Building(s) Permit Number: Building Addition(s) Permit Number: X Building Renovation(s) Pennit Number: 1300001795 Sprinkler Work Only Permit Number: Work Type Description! (Chmk all matt apply) Hydrants - Including Underground Fire Line/Main Underground Fire Line no fire hydrants) X New Sprinkler System Ma or S rinkler System Work not including Sprinkler Heads S rinkler System Modification and i e s --- Gass -I-- .._ Class -II --C-lass-III------........-.._.__ Svstem TvDO. Design and Special Conditions: (Check all that amly) Tvne of Sprinkler Svstem: X Wet Dry Pre -action Deluge Foam Anti -Freeze Loop Wet Elevator/Escalator Backflow Preventer Detector Check Hidden Comb. Construction Fire Pump NOTES: Design Method: Hydraulically Calculated Pipe Schedule System 13 NFPA 20� Edition NFPA Edition NFPA Edition FM Data Sheet Edition Others (Specify) Canopy/Overhang(s) rEl High -Piled Stock In -Rack Sprinklers 11 T ff6,1569 AT- 706 GaTe.s CO9/Z. AA ANXI) $TQEir Worldwide www.tyco-nra.com ZA P021-e, 7-6x4..5 -77.S7/ Contacts - ld�- - -- - TY-FRB, 5e6 K-factor it, Pendent, and Recessed Pendent Sprinklers Response, Standard Coverage Generai Description The TYCO Series N-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers described In this data sheet are quick response, standard coverage, decorative 3 mm glass bulb -type spray sprinklers designed for use in light or ordinary hazard, commercial occupan- cies such as banks, hotels, and shop- ping malls. The recessed version of the Series TY- FRB Pendant Sprinkler, where apprica- ble, Is Intended for use in areas with a finished calling. This recessed pendent sprinkler uses one of the following: • A two-plece Style 15 Recessed Escutcheon with recessed adjust- ment up to 5/8 Inch (15,9 mm) from the flush pendent position. • A two-piece Style 20 Recessed Escutcheon with recessed adjust- ment up to 1/2 Inch (12,7 mrr) from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Intermediate level versions of Series TY-FRB Sprinklers are described In Technical Data Sheet TFP357. Sprin- kler guards and shields are described In Technical Data Sheet TFP780. IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to, handling and Installation of spdnk/ersystems and components. ImproperhandNhg and Installation can permanently damage a sprinklersystempr its components and cause the sprfnMer to fall to operate Ina fire situation orcause /t to operate prematurely. The TYCO Series must FRB Sprinklers maintained a intain tl hereon must be Installed end maintainedw well as with t with pli able ument, as well as with the ire Promc- flo standards o/ the National Fire Protec- tion Association,any on auf hon to the stan- dards of any other do so may Having thperformance jurisdiction. Failure to es so may Impair the per/omlance o/ these devices. The owner Is responsible for maintain- Ing their fire protection system and devices In proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with anyquestions. Sprinkler Identification Number (SIN) TY313 ....... Upright 5.61K, 1/2-NPT TY323 ...... Pendent 5SK, 1/2-NPT Technical Data APProvals UL and C-UL Listed FM and VdS Approved CE Certified Maximum Working Pressure 176 psi 12.1 ba 250 psi 17.2 b 'The maximum yy working pressure of 250 psi (denvriamlobo®®ratores Inples in c.lNL). Un Discharge Coefficient K=5.6 GPM/psirn (80,6 LPM/bar"I COPY��1 � T n. f Finishes Sprinkler: Natural Brass, Chrome Plated, Pure White (SAL 9010) and Signal White (RAL 9003). Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame ................... Bronze Button .............. Brass/Copper Sealing Assembly ... ......Stainless Steel w/TEFUDN Bulb ......................Glass Compression Screw........ Bronze Deflector ................. Bronze Temperature Rating 1F(57•c)) S.CMA 6ff6,PslUNCLL 156-55°F(68°C) 175°F(79°C) n p 200°F (141-C 286°F 747°C) i�.�✓Y�/A..SM.fx.n.L H A40AN Pegs 1 of 4 JANUARY 2O13 R446-6-17*4058 TFP172 TFP172 Page 2 of 4 Components: * Temperature rating is " Pipe thread connections per ISO 7-1 1 - Frame 4 - Bulb Indicated on Deflector. can be provided on special request. 2 - Button 5 - Compression 3 - Sealing Screw ESCUTCHEON PLATE 1/2' 7/16' (11,1 mm) Assembly 6 - Deflector* DEFLECTOR* SEATING SURFACE NPT*,* NOMINAL MAKE -IN 'STYLE 15 or 20 RECESSED 6* I 5 7/1I — (1m1,1 A 4 NOMINAL 2' I MAKE -IN (50,8 mm) 2 2. 1-3/8' 3 (50.8 mm) (34,9 mm) / WRENCH FLATS 1 1/2' NPT** DEFLECTOR* �-- 2.7/8' (73,0 mm) DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT FIGURE 1 SERIES Ty -FRB UPRIGHT (TY313).AND PENDENT (TY323) SPRINKLERS 5.6 K-FACTOR, 1121NCH NPT, QUICK RESPONSE WRENCH RECESS (USE ONLY END 'A') FIGURE 2 W-TYPE 6 SPRINKLER WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 3 W-TYPE 7 RECESSED SPRINKLER WRENCH Operation The glass bulb contains a fluid which expands when exposed to heat. When the ratedtemperature Is reached, the fluid expands sufficiently to shatter the glass bulb, allowing _the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers are Intended for fire protec- tion systems designed In accordance with the standard installation rules rec- ognized by the applicable Listing or Approval agency (such as, UL Listing Is based on the requirements of NFPA 13, and FM Approval Is based on the requirements of FM's Loss Prevention Data Shasta). Only the Style 15 or Style 20 'Recessed Escutcheon Is to be used for recessed pendent Installations. instaliation The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be Installed in accor- dance with this section. General Instructions Do not Install any bulb -type sprinkler if the bulb,is cracked or therels a loss of liquid from the bulb. With the sprin- kler held horizontally, a small airbub- ble should be, present. The diameter of the air bubble is approzlmately 1/16 Inch (1,6 mm) for the 135*F (57*C) and 3/32 inch (2,4 mm) for the 286*F (141'C) temperature ratings., A leak=tignt 1/21nch NPT sprinkler joint should be obtained by applying a min- imum to maximum torque of 7 to 14 ft: Ibs. (9,5 to 19,0 Nm). Higher levele of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt �to compensate for Insufficient adjustment in the Escutch- eon Plate by under- or over -tightening the sprinkler. Re -adjust the position of the sprinkler fitting to suit. Upright and Pendent Sprinklers The Series TY-FRB Upright end Pen- dent Sprinklers must be Installed In accordance with the following Instructions. Step 1. Install Pendent sprinklers in the pendent position: Install upright.sprin- klers In the upright position: Step 2. With .pipe-thread'sealant applied to the pipe threads, hand - tighten the sprinkler Into the sprinkler fitting. • t�+,l� l i �111, TFP172 q' Page 3 of 4 Ry. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W Type 6 Sprinkler Wrench (Figure 2). With ref- erence to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Torque sprinklers 7 to 14 ft: lbs. (9,5 to 19,0 Nm). Recessed Pendent Sprinklers The Series TY-FRB Recessed Pendent Sprinklers must be installed In accor- dance with the following instructions. Step A. After Installing the Style 15 or Style 20 Mounting Plate over the sprin- kler threads, and with pipe -thread sealant applied to the pipe threads, hand -tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler Into the sprinkler fitting using only the W Type 7 Recessed Sprinkler Wrench (Figure 3). With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Torque sprinklers 7 to.14 ft. Ibs. (9,5 to 19,0 Nm). Step C. After calling installation and fin- ishing, slide on the Style 15 or Style 20 Closure over the Series TY-FRB Sprin- kler and push the Closure over the Mounting Plate until Its flange comes in contact with the calling. Care and Maintenance The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be maintained and ser- viced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that It controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notlfy all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which Is used to cover a clearance hole, can delay sprinkler operation In a fire situation. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non - operation In the event of a fire or Inad- vertent operation may result. Sprinklers which are found to be leak- Ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. 2-7/8" DIA. (73.0 mm) 2-114" DIA. FACE OF (57,2 mm) SPRINKLER FITTING 5/8' (15.9 MM) FLUSH 36' (B,6*75f7,9 mm) MOUNTING 1/8' SURFACE (3,2 mm) CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm) TY-FRB PLATE 3/4° (19.1 mm) FIGURE 4 SERIES TY-FRS RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 5/8 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED ESCUTCHEON 2-7/8' DIA. (73,0 mm) FACE OF SPRINKLER 2-1/4" DIA. FITTING (57,2 mm) 5/16:1/4' 1/2' (12,7 mm) (7,9:6,4 mm)41 FLUSH r, I� MOUNTING 1re.—l. SURFACE (3,2 mm) CLOSURE SERIES MOUNTING 1.3/8" (34,9 mm) TY-FRB PLATE —7 ' (22.2 mm) FIGURE 5 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 1121NCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced If they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section.) The owner is responsible for the Inspection, testing, and maintenance of their fire protection system and devices In compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any other authorities hav- ing jur ion. Contact the Installing contr ct r kler manufacturer regar q bons. A o ri kler systems are rec- o Inspected, tested, end m e y a qualified Inspec- tion Service I accordance with local requirements and/or national codes. TFP172 Page 4 of 4 P/N` 77 - XXX - X - XXX SIN FINISH 1 NATURAL BRASS 370 5.6K UPRIGHT (12-NPT) TY313 4 SIGNAL 'WHITE (RAL 9003) 371 5.8K PENDENT (12-NPI) TY323 3 PURE WHITE(RAL 0010)'` Uusufas9-17ISO 7-1 connection; for wimple. 77-370.4.175-I g CHROME PLATED . Eastern Hanlaph. eNee a* TABLEA. SERIES TY-FR9 UPRIGHT AND PENDENT SPRINKLERS - PART NUMBER SELECTION. — Ordering- -- Procedure Contact your local distributor for avail- ability. When placing an order, Indicate the full product name and Part Num- ber (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRB (SIN), K=5.6, (Upright or Pendent) Spdnkler.Quick Response, (specify) temperature rat- ing, (specify) finish, P/N (Teble.A). Recessed Escutcheon Specify: Style 15 Recessed Escutcheon with (specify') finish, P/N (specify') Specify: Style_20 Recessed Escutch- eon with (specify') finish, P/N (specify') Refer to Technical Data Sheet TFP770. Sprinkler Wrench Specify: W-Type,6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 TEMPERATURE RATINGS 135 135'F(57'C) 155 155-F(68-C) 175 1751F(79-C) 200 200-F(93-C) 288 286-F(141'9) GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 i Telephone +l-215.362-0700 Copyright O 2013 Tyco Fire Products, LP. All rights reserved. TEFLON Is trademark of The DuPont Corporation. �.� P"a e Help Property Description Inquiry Location ID: HCAD Number. Alternate Search Method: Location address: Primary related parry: E OK Y Elal i Cancel i A k tess nelated patty_ 4326 023-185-000-0014 912 VVMAIN ST CLIP NEWFAITH DEVELOPMENT LLC PLANS ARE S.! .W SUBMITTAL REQUIRED PRIOR GFi i'GE OCCURRING. © Help MQ© File Egli Commende. PUBLIC SECTOR we NariWw Property Description Inquiry Location ID: 4328 HCAD Number. 023-185-000-0014 Alternate Search Method: Location address: 912 W MAIN ST CLP Primary related party: NEWFAITH DEVELOPMENT LLC LA -PORT! _VOK Y_ Eaa Cancel adibess RNmed oay_ --_ __ b� CALCULATION SUMMARY DrawbV ft:*975393101 Design Areas Design Area Name Colc. mode (Model) Occupancy Area of Application Total Water. Presm" 0 -Source Min. Density Min. Pressure KIM Row Calculated Heads Nose. Streams Margin To Source; (ftz) OPM) .(9pM/ft2), :(PSLF) (SPIP) s (g P,M) (PSI) I DentarA (H_W) 0H 1 1503 527.2 57.4 0.15 �12.1 250 7 &S 0 co :D Z 0 0 AD. C), C7 C) co _0 ;9 M :�, � cy CD _t. -0 -Y 0 0— q5 Fi1w Date 1/15=14 COW19M 0 2002-2012 Tyco Re PMtK1w ftxlLft 2 0 M o Pape 1 HYDRAULIC CALCULATIONS' for Job lnforrnetjenc Project Nam: THE GATES Contract No.: 975393101 City-. LAPORTE, TEXAS, 77571 Project'Location: 912 W. MAIN ST. bate: 1/13IdO14 Contractor Information Name of Contractor. SIPAPI.FXGRINNECI-SCR450 Addiew 8323 N ELDRIDGE PKWYrSTE_ 120 Phone Number; 281,=671-3300 Name.of Designer. GS AAo* Having Jurlidictio&. Design Cly: HOUSTON, TX,77041 E-mall: gstppanyand;iCrrploxgdnnell.com Remote Area Name I Remots'Area Location 912WMAIN ST. Occupancy Clalufficallor. OH I Density wMAII 0.15 Arai of.Apollcition (ft') 1.503 Coverage Par SpqnIder (fe) 130 Number of Calculated Sprinklers 13 In -Rack Demerid (gpm) 9 Special Heads Hose Streams(gprn) 250 Total Water Required (Incl. Hose Streams) (gpm) 527:2 Required Pressure at Source (pap 47.4 Type of System wet Volume - En.-Ilrp Sys.":(gap 6239.1 gal Water Supply'Informatlon . I Date Mw-14 Location , 912W.MAIN ST. LAPORTE, TX 77571 Source wl Notes File: C:%IW75393101—TM-Gates%4�SP$LOI.13-14X9753 . 931 01—The_Gatffa_MwI3-14.610 Date Ill U2014 Copidgid 620021-2012 TYM. Fire Protection Products Ps P2 1'ECEIVIE .roe : Ti;E c;ATes JAN °2 1 20% Hydraullc Analysis for: 1 B; Calculation Into Calculatlon_Mode - .Demand. Hydraulic Model - Hazen-WI11lams Fluid Name - Water'® 60F (15.6C) Auld Weight, (lb/Rs) N/A for Hazen -Williams calculatlon. Fluid Dynamk Vlscoslty; (ib.s/(t2) N/A for Hazen -Williams calculation. Watei Supply Paremetere Supply 1 : W1 Flow m) Pressure loan 1093 so Hosea Inside Hone Flavi / Standpipe Demand (ppm) Outside Hose Flow (gpm). Additional Outside Hose Flow (gpm) 250. Other (custoin'deMed), Ross Flow opm) Total Hose Flow (gpn) - - - - - 250 Sprinklers Ovehead Sprtnkier Flow (gpm) 277.2 tnRack Sprinkler'Flow (gpm) 1- 0 Other (custom defined) §prinkler Fl .(gpm) 6 . -� - - - - - - - - Totai.Sprinkler Flow (gpn) 277.12 Other Repuked Margin of Safety'(%) .Wi-Awwre(Pall Wt-Flow'(gPm) Demaad_w/o, System Pumps) 10 47.4 ' II!!' WAq/ry N/A COP OO,Dir OP gRNV ED Pr q Tp THE C AH R1 U RE M/ Tq E CIJRR/p� File: C':11197699101 TAe_Oetesi4Spk-6l-i3-.t47B75399101 The__Gates_Ot-13-14:dxp Dete 1/15I2014 CopIHW02002.2012 Tyco.Fk* Rowcoan Products ..Page 3 Job: THE GATES 50 20 1iL Z' 04 0 Hydraulic Analysis for: 1 -W Supply -C�- Supply, Safety Pressure -a- System Demand -t Add. Out. Hose 400 500 600 700 800 900 1000 1100 Flow. gpm File: C111975393101_The_Gates`A_Spk_01-13-141975393101_The_Gates_01-13-14.dwg Date 111512014 Copyright ® 2002-2012 Tyco Fire Protection Products 48.491 r 12 • Page 4 Job: THE GATES Hydraulic Analysis for: 1 Graph Labels Label Description allues Flow (gpm) Pressure (psi) S1 Supply point $1 - Static 0 58 S2 Supply point A2 - Residual 1093 50 D1 Elevation Pressure 0 6.1 D2 System Demand 277.2 47.4 D3 System Demand 4 Add.Oul.Hose 527.2 47.4 Curve Intersections & Safety Margins =GENE JAN 2 11014 wafib _,_ Curve Name Intersection Safety Margin Pressure psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 67.2 310.9 8.5 527.2 Supply; Safety Pressure 51.6 291.8 2.9 527.2 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psiya) (gpm/ft') (gpm) (psi) (gpm/ft2) (gpm) (psi) S1 Overhead 18 5.6 0.15 2.7 7 0.878 15.6 8 Sprinkler S10 Overhead 105 5.6 0.15 15.8 7.9 0.197 20.7 13.6 Sprinkler Sit Overhead 130 5.6 0.15 19.5 12.1 0.166 21.6 14.9 Sprinkler S12 Overhead 130 5.6 0.15 19.5 12.1 0.1 22.7 16.4 1 S13 Overhead 130 5.6 0.15 19.5 12.1 \9 24.9 19.0 Sprinkler S2 Overhead 105 5.6 0.15 15.8 7.9 0.162 fw'r17 9.2 Sprinkler S3 Overhead 130 5.6 0.15 19.5 12.1 0.15 19.5 12.1 Sprinkler 54 Overhead 130 5.6 0.15 19.5 12.1 0.163 21.2 14.4 Sprinkler lp S5 Overhead Sprinkler 130 5.6 0.15/E pp 891?0 fQ0.186 24.2 18.6 Overhear 105 5.6 0.15 ��S p),S6 Q �M/ �1�.6 13.6 t 1� S7 Overhker 130 5.6 0.15 12.1 0QQa W /0Rt11.5 14.8 S8 Overhead 130 5.6 0.15 19.5 12.1 0.174 22.6 16.3 Sprinkler F09: C:111975393101 The Gale$W Spk_01-13-14%975393101_Tbe_Gatea_01-13-14.dwg Dale 1/15/2014 Copyright O 2002-2012 TyW Fire Pruleellon Products Page 5 1 ~ Over •5.6 hcis l' 130 0.15 19.5 12.1 0.191 24:8 19.7 -59. ii 'Sprinkler • �,1.1� Ovil it}'v File:. C:\11975393101_The GatesW_Spk 01.13-141975393101_The_Gates_01.13-14.dwg Dale 1M/2014. Copyrigh102002-2012 Tym FIre Protection Products Page 6 Job: THE GATES Hydraulic Analysis for: 1 Graph Labels Label Description Vail es Flow (gpm) Pressure (psi) S1 Supply point 01 -Static 0 58 S2 Supply point •2 - Residual 1093 50 D1 Elevation Pressure 0 6.1 02 System Demand 277.2 47.4 D3 System Demand +Add.Oul.Hose 527.2 47.4 Curve Intersectlons & Safety Margins ECEIVE JAN 2 1 2014 RAfifi _ Curve Name Intersection Safety Margin Pressure (psl) Flow (gpm) @ Flow (gpm) Supply 57.2 310.9 8.5 527.2 Supply; Safety Pressure 51.6 291.8 2.9 527.2 Open Heads Required Calculated Head Ref. Mead Type Coverage K-Factor Density Flow Pressure Density Flow Pressure W) (9pm/pslh) (gpm/ft') (9prn) (psi) (gpm/fts) (gpm) (psi) st Overhead 18 5.6 0.15 2.7 7 0.878 15.8 8 Sprinkler s10 Overhead Sprinkler 10s 5.6 0.15 15.8 7.9 0.197 20.7 13.6 S11 Overhead Sprinkler 130 5.6 0.15 19.5 12.1 0.166 21.6 14.9 S12 Ovelrnhkead 130 5.6 0.15 19.5 12.1 0.1 22.7 16.4 _ 7 S13 Overhead Sprinkler 130 5.6 0.15 19.5 12.1 9 t 24.9 19.8 S2 Overhead 105 5.6 0.15 15.8 7.9 0.162 17 9.2 Sprinkler S3 Overhead 130 5.6 0.15 19.5 12.1 0.15 19.5 12.1 Sprinkler S4 Overhead 130 5.6 0.15 19.5 12.1 0.163 21.2 14.4 Sprinkler s5 Overhead 130 5.6 0.15 1#900j 12?F?0 .186 24.2 18.6 Sprinkler �E E0 s6 Overhead 105 5.6 o.1s 108 TH CIT�ySR Q en 13.6 s7 OveerheSprinklad 130 5.6 0.15 19.5 12.1 O�R),"R21.5 (T�R1�.6 14.8 S8 hnad e 130 5.6 0.15 19.5 12.1 0.174 22.6 16.3 sve File: C:111975393101 Tlte_GaWN4_Spk_01-13-141975393101_The_Gates_01-13-14.dwg Date 1/1512014 Copyrphl02002-2012 Tyco Fire Protection Products Page 5 t Overhead '' 130 5.6 0.15 1" � 12.1 � 0.191 24.6 19.7 ' 'S9 �Sprinkler ..Save' S 1• •'-j'``nr11.1 File: C:111975393101_The_Gatesa Spk 01-13-141975393101 TtMGates_01-13.14.dwg Date if1512014 Copyright 02002-2012 Tyco Fire Protedlon Products Page 6 Job: THE GATES Hydraulic OalcutMons / Fluid Delivery Tbne AnaiyW Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres, Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge tt 9pm/psl% gpm ft2 psi psi gpm gpm/fta psi gpm S3 Overhead Sprinkler 5.6 1915 130 12.1 12.1 16 HEAD Open 0 0.15 -6.1 19.5 S2 Overhead Sprinkler 5.6 17 105 9.2 7.9 16 HEAD Open 1.2 0.162 -6.1 15.8 S4 Overhead Sprinkler 5.6 21.2 130 14.4 12.1 16 HEAD Open 1.7 0.163 -6.2 19.5 S7 Overhead Sprinkler 5.6 21.5 130 14.8 12.1 16 HEAD Open 2 0.166 -6.1 19.5 S11 Overhead Sprinkler 5.6 21.6 130 14.9 12.1 16 HEAD Open 2.1 0.166 -6.1 19.5 Sit Overhead Sprinkler 5.6 22.6 130 16.3 12.1 16 HEAD Open 3.1 0.174 -6.1 19.5 S12 Overhead Sprinkler 5.6 22.7 130 16.4 12.1 16 HEAD Open 3.2 0.174 -6.1 19.5 S5 Overhead Sprinkler 5.6 24.2 130 18.6 12.1 16 HEAD Open 14.7 0.186 -6.1 19.5 S9 Overhead Sprinkler 5.6 24.8 130 19.7 12.1 16 HEAD Open 5.3 0.191 -6.1 19.5 513 Overhead Sprinkler 5.6 - 24.9 130 19.8 12.1 16 HEAD Open 5.4 0.192 -6.1 19.5 S6 Overhead Sprinkler 5.6 20.6 105 13.6 7.9 16 HEAD Open 4.9 0.196 -6.1 15.8 S10 Overhead Sprinkler 5.6 20.7 105 13.6 7.9 16 HEAD Open 4.9 0.197 -6.1 15.8 51 Overhead Sprinkler 5.6 15.8 18 8 7 16 HEAD Open 13.1 0.878 -6.1 2.7 001 Overhead Sprinkler 5.6 21.2 16 HEAD Closed 100 -6.1 185 Overhead Sprinkler 5.6 21.9 16 HEAD Closed 100 -6.1 151 Overhead Sprinkler S.fi 100 22 16 HEAD Closed -6.1 037 Node 26.9 13 1 NODE -4.8 039 Node 26.9 13 NODE -4.8 041 Node 27 13 NODE -4.8 050-0 Node 32.5 4.8 NODE -1.2 050-1 Node 33.7 4 NODE 0.9 051-0 3.38 Node NODE QOIFI .6RQ V it D P(4 051-1 Node E �p�,41,, '-b'4rSR UBMIT 3 NODE Q r 052 I Node NODE E Ilim QCCURRI 04 053 Node 35.8 I 1 NODE 1 1 0.4 RE JAN File: C911W5393/01 The GateM_8pk.01.1114t975393101_Tha G&WB 01-13-14.dwg Dale 1/1542014 Cepyd910 0 M2N12 Tyco Fire PMetlion Ro a Page Node#" 'Type ' ' K-Fact: Discharge. Coverage Tot. Pres.- - :Req. Pres. Elev -, , Ngroup; - Open/Closed Overdischarge 'Density Elev.:Pres. Req.-Dlscharge = •9P m/Psli/i 9prvi_ ft2' psl': psi ft .. = ,9pm gpm/ft= 'Psi " gpm, 054 Node, " ' 38.3 -4` - NODE 2.6 : 055-6 Node; , - 38.9 =4 NODE 2.6 055-I Node 38.9 =4 NODE 2.6 056 Node 38.9 - -4 NODE 2.6 071-0 Node - 40 - -4 NODE 2.6: - 071-I Node.- 40 , - -4 NODE 2.6 Wl• Supply .. -Z77.2 474 2 -SUPPLY 0 070 Node � � � � � � 47.9 ' 4 NODE .. .. 2.6 .- . - 057 Node - -- - - 48.9' -4 NODE 2.6: 058 Node 48.9 =4 NODE - - 2.6 060-0 Node. 49 -4: . NODE 2.6,i 060-I Node" - - - ' 49:; .' -.4 NODE. :. . _ :i 26 .: 961 .. Node, 49 -4 NODE .. .. :. 2.6. . 062-0 Node" 49: =4 NODE 2.6 062-I, Node 49 -4 NODE -' 2.6'. 063-0 Node 49.1 -4- NODE ._ ' N:. .. .: .. 2:6 .. . . 063-I Node - - •' -.` -, :' ,: 49.1 4 NODE 2.6: 065-0 Node - ....t-___.:: ., '... 49.8 ... . . =4 NODE 2.6 065-I Node 49.8 -4: NODE 2.6 066-0 Node 49.8 ' -4 NODE 2.6 066-I Node .' 49.8 -4 . ? NODE: ,. 2.6 Flle: C:111975393101_Th'e_Gates W Spk_01-19=14\975393107 The_Gatas__Ot-13.14.dwg Dale 1/1612014, CopydOhtC 2002.2012 Tyco Fire Protection Products Page 8 ECEIVE Job name: THE GATES JAN 2 1 201k ' . sheet number: PH31Y. RFQRIR14T101� Node I. Elev 1 1 Flow added(q)• Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 IK-Factor K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (OPm/PSIN WPM) (in) (ft) (ft) (PO) (P51) S3 16 5.6 19.5 1.25 11.17 120 12.1 S4 16 5.6 52.3 1.38 0 0.2023 0 11.17 2.3 S4 16 5.6 21.2 1.25 11.17 120 14.4 S5 16 5.6 73.5 1.38 0 0.3803 0 11.17 4.2 S5 16 5.6 24.2 1.5 8.58 120 18.6 001 16 97.7 1.61 0 0.3038 0 8.58 2.6 001 16 0 2 2x(us.Tee-Br)=2O 28 120 21.2 037 13 97.7 2.067 20 0.09 1.3 48 4.3 037 13 0 4 11.63 120 26.9 039 13 97.7 4.26 0 0.0027 0 11.63 .0 039 13 89.6 4 11.63 120 26.9 041 13 187.4 4.26 0 0.0089 0 11.63 0.1 041 13 89.8 4 Sx(coupling)=1.32 54.14 120 27 050-0 4.8 277.2 4.26 4x(us.90)=52.67 53.98 0.0183 3.6 108.12 2 050-0 4.8 0 4 0.8 0 32.5 CV-1 FR 050-1 4 277.2 0 0 0.9908 0.3 Check 0.8 0.8 O50-I 4 0 4 lx(coupling)=1.32 0.62 120 33.7 051-0 3.38 277.2 4.26 1.32 0.0183 0.3 1.94 0.0 051-0 3.38 0 4 0.38 0 34 BFV-N 051-1 3 277.2 0 0 0.561 0.2 0.38 0.2 051-1 3 0 4 lx(us.90)=13.17 2 120 34.4 052 1 277.2 4.26 13.17 0.0183 0.9 15. 0.3 052 1 0 4 lx(us.90)=13.17 3. 2 35.5 053 1 277.2 4.26 13b17 ,0 3 0 1 0.3 053 1 0 4 lx(us.90)-18.33 0 35.8 054 -4 277.2 4.3 18.33 0 132 2.2 23.33 1 0.3 054 -4 0 4 lx(coupting)=1.94 50 ISO 38.3 055-0 -4 277.2 4.24 1.94 0.0124 0 51.94 0.6 055-0 -4 0 4 A'1 hF gpARO 0.75 0 0.008 38.9 ..GATE VALVE 055-1 4 277.2 o r / 0 o.70 055-1 -4 0 4 O C/�, 414� ThF P4 2 150 38.9 056 -4 277.2 4.24 /19 W qA .0124 Cy U q 01 0.0 056 -4 -69.6 4 lx(us.Tee-Br)=38. O C F� %q 150 38.9 071-0 -4 207.6 4.24 lx(coupling)=1.94 :BAY O. 73 0 R 1 071-0 -4 0 4 0.7 0 40 -GATE VALVE 071-1 -4 207.6 0 0 0.0005 0 0.75 0 ® 2006 National Fire Protection Association Page 9 Job name: THE. GATES Sheet nuniG PIPE INFORMATION Node I* Ele_y_1 K-.Fact0r.1 Flow added(q)• Nominal ID Fittings _ _ L , C.Factor total (Pt) Node 2 Elev'2 K-Factor•2 Total,Row(9) Actual ID quantity (name)-- length' F Pf per R elev (Pe) •NOTES T - hlct (Pf Ut) (9P70sif]) Win). (In) (R) (R) (Psi) (PSI) 071-1 0 3 ISO 120 �40 070 ,-4 207:6 3.068 0 0.0531: `0 150 8 070 .4. -68 4 2x(us.Tee-Br)-77.73 202 I50 47.9 058 .-4 139.6 4.24 77.73 0.0035, -'0 279.73 1 058 -4 69,6 8' Ix(coupling)=2.86 151.64 150' 48.9 060-0 r4 209.2 7.98lx(us.90)=25.72 - 28:58 6.0003 '0 . 179.62 .. . ,. 0.1 060-0 -4 0 8 - 0.96 -0 49 ..GATE VALVE 060-1 -4. 209.2 0 '0 0'.0041' '0 - 0.96 0 060,1 -4 0 8 .. 200 150 49 061 1-4 209.2 7.9.8 0 0.000.3 0 200 0.1 061 4 68 8 Sx(coupling)=2.86 1.04 150 49 062-0 -4 277.2 7.98 .2.86 0.0006 0 3.9 0 062-0 •-4 '0 8. `0.96 0 49 ..GATE VALVE 062-1 .4. .277.2 0 0 0.0054 .0' ... .. -0.96 0 . 062-I' -4. '0 8 1x(coupltng)e2.86 In •150 49. 063-0_ -4 277.2 7.98 2.86 0.0006 0 122.86 O:I. 063-0 .4' 0 8 0.96 0 49.1 ..GATE VALVE 063.1 -4 277.2. 0 0 0.0054 0 .'0:96 •0 063-1 -4 -, _ 0 ,8 1x(coupling)=2.86 - 1080 150 49.1 065-0 =4 277.2 7.98 lx(_us:90)a25.72> 28.58 0;0006; '0 1108.5 0.6 065-0 -4 8 0.96 0 49.8 ,..GATE VALVE 065-1 -4 0 0 0.0054 0 0.96 0 065-I -4 8 lx(coupling)-2.86 98 150 .49.6. 066-0 4 _ .7.98. 2.86 0.0006 0 100:86 0.1 066-0 -4 8 0.96 0 49.8 ..GATE VALVE 066-1 -4 11518� 0 0 0.0054• 0' 0.96 0 666-1 -4 8 3x(us.90)-47.16 309 150 49.8 wl •2 7.98 'A .77.16 0.0006 -2.6 -.V' ,., 38&16 0.2 51 16 5.6nri 1-k`.-1; Ix(us:Tee-Br)=5 7.76 120 8 52 16 5:61 1.04¢ lx(us.90)=2 7 0.0839 0 1., � 14.76 1.2 52 16 5.6 2�".�',17 . f.,. 11� •%'` - 9 120 9.2 S3, 16 5:6 `� �1ti' "92t8* •111 00 0 0.3242 0 S7 16 5.6. A`}`~ y\21.5 : .1.25 11.17 120 14.8 SB 16 5.6 . A\f 42.2 1.38 '0 0.V 0 " 11.17 1:5 'O'2008.National Fire Protection Aswclatbn Pape 10 Job name: THE GATES Sheet number: PIPE INFORMATION Node 1 Elev I K-Factor 1 Flow added(q)* Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gPm/Ps"A) WPM) (in) (ft) (it) (Psi) (psi) S8 16 5.6 22.6 1.25 11.17 120 16.3 S9 16 5.6 64.8 1.38 0 0.3009 0 11.17 3.4 S9 16 5.6 24.8 1.5 8.58 120 19.7 185 16 89.6 1.61 0 0.259 0 8.58 2.2 185 16 0 2 2x(us.Tee-Br)=20 28 120 21.9 039 13 89.6 2.067 20 0.0767 1.3 48 3.7 S11 16 5.6 21.6 1.25 11.17 120 14.9 S12 16 5.6 42.3 1.38 0 0.1363 0 11.17 1 1.5 S12 16 5.6 22.7 1.25 11.17 120 16.4 S13 16 5.6 64.9 1.38 0 0.302 0 11.17 3.4 S13 16 5.6 24.9 1.5 8.58 120 19.8 151 16 89.8 1.61 0 0.26 0 8.58 2.2 151 16 0 2 2x(us.Tee-Br)=20 28 120 22 041 13 89.8 2.067 20 0.077 1.3 48 1 3.7 S6 16 5.6 20.6 1 9 120 13.6 S7 16 5.6 20.6 1.049 0 0.1373 0 9 1.2 S10 16 5.6 20.7 1 9 120 13.6 S11 16 5.6 20.7 1.049 0 0.1379 0 9 1.2 056 -4 0 2 1x(us.90)=5 202 120 38.9 057 -4 69.6 2.067 5 0.0481 0 207 1 9. 057 -41 0 8 250 150 48.9 058 -4 69.6 7.98 0 0.0000 0 250 0.0 070 -4 0 3 1x(us.Tee-Br)=1 150 120 47.9 061 -4 68 3.068•]_ 15 0.0067 0 165 1.1 " Discharge shown for flowing nodes only Y /P TH E To rh PlFD pROV TO TFC/TYq HFllooV P414H Cyq,V e 0 cP oF � RR ��a�e JAN 2 1 2014 0 2006 National Fire Protection Association Pate 11 Job; THE GATES •..PIPE INFORMATION Hyd rauldCeleulations Nodgl . EIey.1 added (q) NominelID Fittings L C;fador total (Pt)_Node 2 EIeG.2 jl�-fqctrfl6w K=Factorotal flow (Q) Actual ID _ quantity x (name) a length' F Pf per R elev (Pe) NOTES T frict (Pf) (R). (9pm/psh) (9Pm) (In). _. .(R). (R) (Pa) (Ptl) Path No: 1 53 16 5:6 19.5 1.25 11.17 '120 12A S4 '16 5.6 52.3 1.38 0 0.2023. ;0 11:17 2.3 S4 16 5.6 21.2 11.25 11.17 120 14.4 55' 16 5.6 73.5 .1.38 0 0.3803 0 ".11.17. .•4.2 55 16 5.6 24.2 1.5 8.58 :126 18.6' 001 16 97.7 1.61 0 63038. ,0 _ . .. B.58 2.6' . 001 16 0 2 2x(us.Tee-Br)=20 28 126 21.2 037 13 917.7 2.067 20 0.09 1:3, 48 4.3 037 43 0 4 11:63 -12Q 26.9 039 13 97.7 4.26 0 0.0027 0 11.63 0.0 039 '13 89.6 4 11.63 120 26.9 041 13 .187.4 4.26 0 6.0089 0 11:63 1 0.1 041 13 89.8 4 lc(Coupling)=1:32' . 54.14 ' 120 27 050-0 4.0 277.2 4.26 4x(us;90)=52.67 53.08 0.6183 .3.6. 108.12 - 2' 050-0' C.8 ''0 4 0.8 0 32.5. CV,-.1 FR 050-1 4 277.2 0. ,0 0.9908 0.3 Check 0.8 0.8 050-I, 4 0 4 1x(coupling)-1.32 0.62 120 33.7 051-0 3.38 .. 277.2 4.26 1.32 0.0183 0.3 ':. 1:94 1 0.0 051d0 .. 3.38 .. 0 4 ... _ 0.38 0 34 BFV-N O51-I 3 I <' 277.2 0 0 0,561 0.2 0.38 0.2 051-1 -� 3 0 4 lx(us.90)=,13.17' 2 120 34.4 052 1 '277.2 - 4.26 - 13.17 0.6183 - - 0.9 15.0 0.3 052 1 0 4 1x(us.90)=13.17 3.17 120 •35.5, 053 1 2772 4.26 13.17, 0.0183 0 16.331 0.3 053 1 - 0,. 4 lz(u3 90)a16,33 5' 146 35.8 054 -4. 277.2 4.3 18.33 0.0132 2.2 23.33 0.3 054 4 1` 0 4 lx(coupling)=1.94 50 150 38.3 055-0 ,;t4" I , 277.2 4.24: , � � ' I l94 0.0124 0 • '•'. ' i1. �' "�.. 51.94 0. 055-0 " -4 - -' . - ` 0 4, a� , - a k' - ;y 0.75, 0 38.9 .;GATE VALVE O55-I -4 - ri}277.2 0, 0 0.008 0 055-1 _ _4 3�0 _' ` Jq ,(l 1:' ^ 2 150 38.9. 056 -4 277.2 t'4:2_4 r�'t`r 0 0.0124 0 Fib: C:%IW75393107 The_GatdsM S$_01-13-14t975393101 The_Geles_Ql-tkl4.dvg Date 1/15/2014 COWd9M,C 2002.2012 Tyco i:" Proaaom Products Page 12 , 7, - Job: THE GATES ' 'F PIPE INFORMATION 'HyCra"ul)c Calc5la06ni Node 1 Elev, �' K-Factor 1 Flow:added (q) Nominal ID Flttings C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual,IO quantity":x (name) = length .:L_ 'P Pf per ft elev (Pe) NOTES M (9PMPslv+) (9Pm)' (In) (f[) (tt). (PSI ':(Psi) Path No: 2 SI 16 5.6 15:8 1 1x(u;.Tee-Br)-5 7.76 120 6 S2 '16 5.6 15.8 1:049 1x(us.90)=2 7 0:0.8319 0 14.76 1.2 S2 '16 'S.6 171 1 . 9 .120 9.2 S3 16 5.6 32.81.049 0 0.3242 - .0 g A 2.9 Path No: 3 S7 16 5.6 21.5 1.25 11.17 120 14.8 58 16 5.6 42.2 1.38 0 0.1358 0 11.17 IS S8 16 5.6 22.6 1.25 - '. 11.17 120 16:3 S9 16 5.6 64.8 1.38 0 0.3009 0' _. 11A7 3.4 S9 16 5.6 24.8 1.5 '8.58 120 19.7 185 16 89.6 1.61 0 0:259 0 1. �8;58 1 2.21, 185 '16 t - 0 2,2x(us.Tee-Br)-20 .- - 28 420 21.9 039 13 89.6 2.067 .20 0.0767 1:3 039 26.9 Path No: 4 S11 16 5.6 - 21.6 1.25 - 11.17 120 14.9 S12 _ 16_ 5.6 42-.3 1.38 0 0.1363 0 1 .. . .. 11.17 - 1.5 S12 16 , 5.6 22.7 1.25 11.17 120 16.4 .5.6 64.9 1.38 0 0.302 0 11.17 3.4 S13 16 S.6 .24.9 1.5 8.58 120 19.8 151 16 89.8 1.61 0, 0.26 0 8:58 2:2 151 16 0 2 2x(us.Tee-Br)=20 28 120 22 041 13 89.8 (2'067 20 0.077 1.3 �N .-..n 4s 3a 041 ...ii,r� N ...q\Ay.) 2 rA 7 Path No: 6 S6 16 � . ( 5:6' . 7,1C ' 20;6 1 9 120 .13.6, S7 16` F' 5:6'•�',. ` �`�20.6 1., 1,049 0 0:1373 0 S7 - vN�T.• 14.8 ' FOe:.C:11\976393,f01 7he_6atsaW_SO_01-13-.141976393101 Tae_"Gates_01-13=14.dwg Date I MU2014 COV/V90 2oo2-2012 Tyco."Proud W P6*xb Page 14 ;4" CEIVE Job: THE GATES JAN 2 1 2014 Hydraulic Calculations PIOF iN�ORW�IiTIIIF1 Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (h) (gpnVPslv,) (9Ptn) (in) (R) (h) (psi) (PSI) Path No: 7 056 -4 -69.6 4 1x(us.Tee-8r)=38.86 100 150 38.9 071-0 -4 207.6 4.24 lx(coupling)=1.94 40.81 0.0073 0 140.81 1 071-0 -4 0 4 0.75 0 40 ..GATE VALVE 071-1 -4 207.6 0 0 0.0005 0 0.75 0 071-1 -4 0 3 I50 120 40 070 -4 207.6 3.068 0 0.0531 0 ISO 8 070 -4 -68 4 2x(us.Tee-Br)=77.73 202 150 47.9 058 -4 139.6 4.24 77.73 0.0035 0 279.73 1 1 O58 -4 69.6 8 lx(coupling)=2.86 151.04 150 48.9 060-0 -4 209.2 7.98 lx(us.90)=25.72 28.58 0.0003 0 179.62 0.1 060-0 -4 0 8 0.96 0 49 ..GATE VALVE 060-1 -4 209.2 0 0 0.0041 0 0.96 0 060-1 -4 0 8 200 150 49 061 -4 209.2 7.98 0 0.0003 0 200 0.1 061 -4 68 8 Ix(coupling)=2.86 1.04 ISO 49 062-0 -4 277.2 7.98 2.86 0.0006 0 3.9 0 062-0 -4 0 8 0.96 0 49 ..GATE VALVE 062-1 -4 277.2 0 0 0.0O 0 0.96 0 062-I -4 0 8 Ix(coupling)-2.86 120 1 49 063-0 -4 277.2 7.98 2.86 0 122.86 N,4.1 063-0 -4 0 8 0.96 JN9.1 ..GATE VALVE 063-1 -4 277.2 0 0 0.0054 0 0.96 0 063-1 -4 0 8 lx(coupling)=2.86 1080 150 49.1 065-0 -4 277.2 7.98 lx(us.90)=25.72 28.58 0.0006 0 /IC �- 1108.5 0.6 065-0 065-1 -4 -4 0 277.2 8 0 o/F O /Fo, P 6 0 49.8 ..GATE VALVE Ty , .1&r54 0 P o 065-1 -4 0 8 1x(couplIng)=2. F �. S(/7i q 066-0 -4 277.2 7.98 F/,q pS, 066-0 -4 0 8 0.96 VR A19.8 ..GATE VALVE 066-1 -4 277.2 0 0 0.0054 0 0.96 0 066-1 -4 0 8 309 150 49.8 W1 2 277.2 13x(us.90)-77.16 7.98 77.16 0.0006 -2.6 396. 1 1 0.2 W 1 47.4 Fib: C:H1975393101_The_GatssW_Spk 01-13-141975393101_The__Gatesot-13-14.dwg Dale 1115/2014 Copyright 02002-2012 Tyco Fire Protection Products Page 13 I Job: THE GATES PIPE INFORMATION Hydraulic Calculations Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gPm/Pslw) WPM) (In) (h) (ft) (psi) (PSI) Path No: 6 Slo 16 5.6 20.7 1 9 120 13.6 S11 16 5.6 20.7 1.049 0 0.1379 0 9 1.2 S11 14.9 Path No: 7 056 -4 0 2 lx(us.90)=5 202 120 38.9 057-4 69.6 2.067 5 0.0481 0 207 9.9 057 -4 0 8 250 150 48.9 058 -4 69.6 7.98 0 0.0000 0 250 0.0 058 48.9 Path No: 8 070 -4 0 3 lx(us.Tee-Br)=15 150 120 47.9 061 -4 1 68 3.068 1 15 0.0067 1 0 165 1.1 061 49 ' Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 15.77 ft/s occurs In the following pip S4) copy ECEIVE BAN 2 1 20% IF THE 4pip4 NPLNMOOEDEW A ARE To.rHECIT'Y',,, uBMI O HEC EI)ORANGE OCCURRING. File: C:\11975393101_Tlio_Gatesl4 Spk 01-13-141975393101_The_Gates_01.13-14.dwg Date 1115/2014 copyright 0 2002-2012 Tyco Fve Prolecton Products Page 15 1 City of La Porte 604 W Fairmont Pkwy , La Porte, Tx 7757i (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 14-00000202 Date 2/19/14 Property Address . . . . . . 912 W MAIN ST HCAD Number: 023-185-000-0014 Alternate Search Method: Application type description FIRE SPRINKLER Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . MAIN STREET DIST OVERLAY Application valuation . . . . 18000 ---------------------------------------------------------------------------- Type of work underground fire line ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ NEWFAITH DEVELOPMENT LLC SIMPLEXGRINNELL, LP 101 KING WILLIAM DR 8323 N ELDRIDGE PKY STE 120 LA PORTE TX 775714517 HOUSTON TX 77041 (281) 671-3364 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . NON-COMBUSTIBLE I Occupancy Type . . . . . . UTILITY & MISCELLANEOUS Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -FIRE SPRINKLER Additional desc . . UNDERGROUND FIRE LINE Permit pin number . 453118 Permit Fee . . . . 147.50 Plan Check Fee 73.75 Issue Date . . . . 2/19/14 valuation . . . . 18000 Expiration Date . . 8/18/14 Qty Unit Charge Per Extension BASE FEE 20.00 17.00 7.5000 THOU BLDG - 1,001 - 50,000 127.50 ---------------------------------------------------------------------------- Special Notes and Comments February 18, 2014 8:10:51 AM lapokrh2. FIRE SPRINKLER 1. MUST COMPLY WIHT FIRE MARSHALL PLAN REVIEW NOTES. 2. CALL FOR INSPECTION. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 147.50 147.50 .00 .00 Plan Check Total 73.75 73.75 .00 .00 Grand Total 221.25 221.25 .00 .00 A& r City of La Porte Planning & Development Departmenf Phone: 281.470.5073 604 W. Fairmont Pkwy. Fax: 281.470.5005 La Porte, TX 77571 FIRE PERMIT APPLICATION IrME 1. PROPERTY OWNER CONTACT INFORMATION: FEB 14 2014 t7l�wi-91151 OWNER NAME: THE GATES PHONE I: PHONE 2: FAX g: - E-MAIL: MAILING ADDRESS: 912 W. AWN ST. LA PORTE. TEXAS 77571 2. AGENT/CONTRACTOR REPRESENTING PROPERTY OWNER (If Applicable): AGENT/ CONTRACTOR COMPANY: SIMPL.EXGMNNELL PHONE 1: 71a -2121 PHONE 2: 71s -2121 E-MAIL: qdo-w-4* wwp my FAX N: . MAILING ADDRESS: as N.DauP.Pk"•s.1m Nw.a.Txna1 CONTACT PERSON'S NAME: M.AB PHONE: 712 -2121 ( - 3. PROPERTY DESCRIPTION: HCAD PARCEL NO(s) 13-digit Tax ID(s): 1.) D23 - 19 y 2.) 3.) PROPERTY ADDRESS (If existing): 912 W. AWN ST. LA PORTE, TEXAS 77571 -1-t$ d- q S2. PROPERTY LEGAL DESCRIPTION: LTS L- FLOOD ZONE: USE ZO (ZONING DISTRICT): 4. PROJECT INFORMATION: DATE OF SUBMITTAL: 01s2-14 0 FIRE ALARM 0 FIRE SUPPRESSION I] VENT HOOD I] VENT HOOD FIRE SUPPRESSION ® UNDERGROUND FIRE LINE ' 13ABOVE-GROUND FIRE SUPPRESSION ❑ OTHER NEW UNDERGROUND FIRE LINE FOR EXISTING BUIOING DESCRIBE WORK: BUILDING USE: NO. OF STORIES: 1 PROJECT VALUATION: $ 1e,aaD S. APPLICATION CHECKLIST & SUPPORTING DOCUMENTATION (Check applicable boxes): ® COMPLETE ITEMS I-4 OF PERMIT APPLICATION IN SUBMIT TWO (2) COMPLETE SETS (HARDCOPIES) OF CONSTRUCTION PLANS FOR REVIEW NOTES TO APPLICANT: 1. CONTRACTOR MUST BE REGISTERED WITH THE CITY 2. TO REGISTER WITH THE CITY, SUBMIT CURRENT CERTIFICATE OF INSURANCE WITH CITY OF LA PORTE AND CrrY'S ADDRESS AS CERTIFICATE HOLDER 3. NOT A VAUD PERMIT UNTIL OWNER/CONTRACTOR IS NOTIFIED OF APPROVAL AND ALL APPLICABLE FEES FULL APPLICANT PRINTED NAME: m'I'ey" APPLICANTSIGN (FOR STAFF USE ONLY): PERMIT NO: / d Z % Occupancy Type: V Construction Type: Parking Spaces Required. -A�± CE7: 0 Taxes?., FEES: Residential Driveway Tie -In: $ Parkland/Fee: $ Plan Check F Permit Fee: f Special (.'and,, ionsY Q Must complete al work and pass City inspection witch- 2 oys of permit issuuonn�ce to ovoid further Code Enforcement Action �ti' G 1 l 2" Q— PERMITAPPROVAL: Fire Marshal (Commercial Only): /TTvl Date: Approved for Issuance by: r� Date: -. City of La Port EGEIVE Fire Marshal's Office FEB 14 2014 BY.=® FIRE SPRINKLER SYSTEMS PLAN REVIEW SUBMITTAL General Information: Type of Work (select one): New: Addition: Existing System/ Mod: Project Name: Gj Date: 2 .I Scope of Work: ul ypEyLG YLw►J� l r Number of Plans Submitted: 3 Number of Pages: Site/Property Information: Project Address: 91S lti 1 I Project Name: y Building Name: Sprinkler Contractor Information: Licensed Sprinkler Contractor Requesting Permit: "jl !`4Lk 6; IZI fwL w RME Number:- n _ & SCR Number: w Contractor Address: 40,37 3 04C- y -�;Oo l7-d Business Phone Fax#: Point of Contact/Licensee Information: uvtjy Applicant's Name: M #. Li Applicant's Position/Title: State License Number: {2,4e, c o-17µ9r Type: �� Expiration Date: Day Phone #: (%61 Cal I - 3 37j lv Mobile Phone #: ( i 3) Gam, z . ZIZ 1 Fax #:(Z13() &11-33o2 Email: A2�t��orsn a�fAHm, coon IF THE APPROVED PLANS NOTES: ARE MODIFIED, A NEW SUBMITTAL TA Tun ..... . _ z of q Building Information: Check the appropriate line below if this work is associated with any of the following types of work. List the City of La Porte Building Permit Number. New Building(s) Permit Number: Building Addition(s) Permit Number: Building Renovation(s) Permit Number: " v: Sprinkler Work Only Permit Number: I t-f — oo o o o p g 1.{ pit r+ Z Work Type Description: check all that apply) Hydrants — Including Underground Fire Line/Main Underground Fire Line no fire hydrants) New Sprinkler System Major Sprinkler System Work not including Sprinkler Heads Sprinkler System Modification Standpipe(s)Class I I I Class II Class III and Tvne of Sprinkler Svstem: Wet Dry Pre -action Deluge Foam Anti -Freeze Loop Wet Elevator/Escalator Backflow Preventer Detector Check Hidden Comb. Construction Fire Pump NOTES: Desien Method: Hydraulically Calculated Pipe Schedule System NFPA Edition NFPA L&;gEdition NFPA dition FM Data Sheet Edition Others (Specify) Canopy FE] High -Piled Stock Stock In -Rack Sprinklers 'r Me APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TA Tue AIV., ._ ___ FL 4s�l vt FAD 4 System Details: Number of new heads Heads added to new lines Number of new branch lines added Heads added to existing lines Number of heads relocated Number of Standpipes Plans Submittal Requirements The following items are required for a proper plan review and shall be included in your submittal a. Show the NFPA standard(s) and edition of the standard(s) utilized in design of the fire sprinkler system. b. Show reference information of "work by others" including, but not limited to, fire service line. c. Show occupancy/hazard classification and design density information. d. Show description of use for all portions of the building (including room names) included in this application. e. List the construction type of the building. Indicate if there are un-sprinklered, concealed combustible spaces. f. Indicate whether sprinkler system design is pipe schedule, hydraulically designed, or special design. g. Show all applicable design info as specified in NFPA 13, 1999 and NFPA 24, 1995. h. Show ceiling heights for all rooms and areas. i. Show full height cross-section or details as necessary to reflect sprinkler and piping locations in relation to obstructions for all atypical conditions. j. Indicate type of sprinkler system: wet pipe system, dry pipe system, etc. k. Provide hydraulic design calculations for new systems or for modifications to an existing system which affects the hydraulically most remote area of the system. I. Provide fire stop assembly design number (UL or other approved assembly) and complete construction details for sprinkler system piping penetrations of fire resistive assemblies. m. Indicate electrical supervision or other approved method of supervision of valves controlling the water supply for automatic fire sprinkler systems. n. Show the use of special sprinklers, such as extended coverage or ESFR sprinklers, or special conditions, such as the use of a water curtain, as applicable. o. Provide manufacturer's data sheets and listing information for special piping and sprinklers. p. For modifications, show model of existing sprinklers in addition to new sprinklers AuledV q. For modifications, continue the existing system to one branch line or sprinkler be d e scope of work and/or any areas within scope that are not in contract. r. Provide signed copy of water supply flow test report, including, but not limited to, ow location, static and residual pressures in PSI, flow in GPM, date of test, name of party who conducted test or supplied information. s. For storage and/or warehouse occupancies provide information regarding commodity, commodity classification, encapsulated (method of packaging), height of storage, storage arrangement (i.e., aisles, piles, on pallets, racks, arrays, etc.), and in -rack sprinklers, as applicable and small hose stations. t. For new buildings or building additions four or more stories in height, note that standpipes shall be provided during construction in accordance with the 2003 IFC. u. Show the materials, listing information, and installation specifications f s and hangers. v. Show location of Fire Department connections (FDC) at building. ARE w. Standpipe and hose cabinet locations within the building, as applicilOeW SUBMITTAL .THE CIT x. Show main drain test connections to permit flow tests of water supplie1QnT nt y. Show Class I standpipe outlet connection on each side of the wall adjacent to the exit opening of a horizontal exit, as applicable. 014 0 z. Show location and type of all valves controlling the water supply. as. Note on the plans the specifications for fire pumps, including rated capacity in GPM and rated net pressure in PSI. bb. All hydraulic references nodes shown in calculations must be shown on plans. Underground Fire Main and/or Fire Hydrants FEB 1 4 (In addition to Plane Submittal Requirements) a. If scope includes piping to P-0" A.F.F., include detail of spigot piece from 5'-0" out with' Y M mg an dimensions. b. Include detail of backfiow prevention device with size, make and model number. c. Include detail of fire hydrant(s) including the maximum and minimum dimensions. d. Include on plans the type, lengths and minimum bury depth for underground e. Include detail of F.D.C. including dimensions. f. Include thrust block locations and details. Fire Pumps (In addition to Plans Submittal Requirements) a. Submit manufacturer's data sheets for fire pump and all associated equipment. b. Show piping layout including feed -in and supply -out. Expiration of Plan Review: Pursuant to 2003 IFFC Section 105.2.3, an application for a permit for any proposed work or operations shall be deemed to have been abandoned six (6) months after the date of filing, unless such application has been diligently prosecuted or a permit shall have been issued; except that the fire code official is authorized to grant one or more extensions of time for additional periods not exceeding nine 90 days each if there is reasonable cause. L. Certification: This document is a governmental record. Individuals who knowingly make a false entry in, or false alteration of, a governmental record are subject to criminal prosecution under Section 37.10 of the Penal Code, Vernon's Texas Code Annotated. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified or not. The granting of a permit does not presume to violate or cancel the provisions of any other state of local law regulating constitution or the performance of construction. I also understand that the installation of any of the work related to this permit a ton of til approved plans are issued from the City of La Signature: Date: _l Print Name: l � � COPY l` l.�.Alrt FIRE MARSHAL'S OFFICE USE ONLY Date of Completion: Approved: C Yes D No Require Follow-up: 1JYes L No Explain: Fee's Due: 7Yes :1 No Amount Paid: Date Paid: Reviewed By: IF THE APPROVED PLANS TO THE CITY IS REQUIRED PRIUn TO THE CHANGE OCCURING COMMERCIAL PLAN REVIEW COVER SHEET (INTERNAL USE) ' ADDRESS: 91-L W . /Yl /ys') OWNER'S NAME: Tdf-`ra-p� PROJECT TYPE: LW A L t S r g. o. \ P•1 1� 1j,aj,-NEW:_ ADDN: HCAD#: 0 D-1- /kS- o0o cooly HTE LOC#: FLOOD ZONE: k USE ZONE: Y/N SUB /DATE RETURNED TIRZ ZONE? SITE VISIT (DRAINAGE) ZONING PERMIT CERT. SITE PLAN APPROVAL ASBESTOS SURVEY RECEIVED TAS (ADA) PROOF OF SUBMITTAL F101 RESOL. APPLICABLE?: / F216-00-00 RESOL. FILL DIRT APPLA CLEARING PERM FLOOD PE NEEDED?: W/S FE PLICABLE?: Tb0% MASONRY/GLASS STORM WATER QUALITY PERMIT TAXES UP TO DATE?: DATE OF REVIEW: Applicable on Demo, Addn, or Remodel) (Applicable to Comm. Or Ind.) (If yes, permit cannot be issued.) (If yes, permit cannot be issued.) (If yes, figure fees. If no, use w/s form to explain why they are not.) INSPECTOR: ITEMS NEEDED FOR ISSUANCE OF PERMIT: 1. CURRENT INSURANCE CERT. (if applicable) OK (ArAd<< gt o#^.a j F. 4.1 L% aA PLAAs SEwz i T.06 Fm a 2-//Y A4 A, OWNER OR CONTRACTOR NOTIFICATION DATE TIME NAME OF PERSON CONTACTED SACPSh=\INSPECTION DIVISION\Inspections\COMI, PLAN REVIEW COVER S=Aoc Rev. FEB2012 File Edit Commands Help " !!!!nPOBUC SECTOR ^"�-"'N"Line Property Description Inquiry Location ID: HCAD Number: Alternate Search Method: Location address: Primary related party: OK Exit t .Cancer.. Address Related ._ 4326 023-1854)00.0014 912 W MAIN ST CLP NEWFAITH DEVELOPMENT LLC r Fire &/Situp/B�rGrio�a// Sacu�ity . 832J N. ELDRIDGE PKWY SUITE 120 Houston, TX 77041 To: LA PORTE FIRE MARSHAL 125 SOUTH 3 STREET LA PORTE TEXAS 77571 Letter of i ransmittal DATE: 02-13-2014 Job NO.: 975393101 THE GATES 912 WEST MAIN STREET LA PORTE, TEXAS 77571 UNDERGROUND FIRE LINE SUBMITTAL WE ARE SENDING YOU THE FOLLOWING: ® Submittals ❑ Record Documents ❑ O & M Manuals ❑ Certification/Warranty ❑ Electronic Media ® Plans ❑ Shop Drawings ® Other FCEIVE FEg 14 2014 ^O. QTY. DESCRIPTION 3 UNDERGROUND FIRE LINE DRAWING 3 UNDERGROUND FIRE LINE MATERIAL SUBMITTAL 1 FIRE SPRINKLER SYSTEM PLAN REVIEW SUBMITTAL FORM 1 COPY OF RME LICENSE THE App.. ^nr IUUVIFIED, A THESE ARE TRANSMITTED: TO THE IS RE UIR ® For approval ❑ Forward to owner/user TO THi HmWndle jy% C ❑ For your use ❑ Prints returned after loan to us ❑ Regular Mail ❑ As requested ®PLEASE RETURN 2 COPIES_ ❑ Delivery Service ❑ For review and comment #: REMARKS: Please review for approval and or comments. Thank you. ED VIA: ❑ ❑1-oar 02-Day ❑ Rep Received By., Date Received. Sender. Mark Bowlin (281) 671-3336 If enclosures are not as noted, kindly notify us at once. FEB 14 1014 e -- UNDERGROUND FIRE LINE MATERIAL SUBMITTAL FOR THE GATES 912 WEST MAIN STREET LA PORTE, TEXAS 77571 SG CONTRACT #975393101 CITY COPY -E�'IE'�'JEC� FOR c • a,��l_t��CE IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURING tyco Fire Security 8323 N. ELDREDGE PKWY SUITE 120 Houston, TX 77041 PH (281) 671-3300 FAX (281) 671-3302 SCR-0659 1 jii4agle Building essentials for a better tomorrow - BLUE BRUTETM SUBMITTAL AND DATA SHEET ECEIVE FEB 14 2014 t u. PIPE SIZE (IN) AVERAGE O.D. (IN) NOM. I.D. (IN) MIN. T. (IN) MIN. E (IN) APPROX. Ds (IN) APPROX. WEIGHT (LBS/FT) PRESSURE CLASS 165 psi (DR 25) 4 4.80 4.39 0.192 5.25 5.57 1.9 6 6.90 6.31 0.276 6.40 8.00 3.9 8 9.05 8.28 0.362 7.05 10.50 6.7 10 11.10 10.16 0.444 8.20 12.88 10.1 12 13.20 12.08 0.528 8.80 15.31 14.4 PRESSURE CLASS 235 psi (DR 18)• 4 4.80 4.23 0.267 5.25 5.87 2.6 6 6.90 6.09 0.383 6.40 8.43 5.3 8 9.05 7.98 0.503 7.05 11.06 9.2 10 11.10 9.79 0.617 8.20 13.57 13.9 12 13.20 11.65 0.733 8.80 16.13 19.7 PRESSURE CLASS 305 psi (DR 14)' 4 4.80 4.07 0.343 5.25 6.17 3.2 6 6.90 5.86 0.493 6.40 8.87 6.7 8 9.05 7.68 0.646 7.05 11.63 11.6 10 11.10 9.42 0.793 8.20 14.27 17.6 12 13.20 11.20 0.943 8.80 16.97 25.1 Consult JM Eagle" for CSA and other listing availability prior to shipment. Note: 'FM Approvals Pressure Class 150 psi for DR 18 and 200 psi for DR 14. CI Contact your JM eagleTM sales representative for location availability. COPY Da T T O.D. I.D. E Assembly Mark Product Standard: ANSI/AWWA C900 Pipe Compound: ASTM D1784 Cells Class 12454 Gasket: ASTM F477 Integral Bell Joint: ASTM D3139 Certifications: ANSI/NSF Standard 61 ILL Standard 1285 Pipe Length: 20 feet laying length Installation: AWWA C605 JM Eagle" Installation Guide I.D.: Inside Demeter O.D.: Outside Diameter T. ! Wall Thickness D' : Bell Outside Diameter E i Distance between Assembly Mark 10 the end of spigot. IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR JM4ayillif aCkIA IUtd= Mevgreen for sewer force main applications and purple, specificalty for reclaimed water systems. This pipe is made to the same requirements as our standard products. The only difference is that the pgrrrent used is green or purple. These products will not be marked with UL or NSF listing marks. Additionally, the green pipe will be marked 'Forced Sewer' and the purple pipe will be marked: 'Reclaimed Water... Do Not Drink" ra 1 201 3 EDITION I rj TYTON JOINT@ Pipe 311-6411 DUCTILE IRON NSF I FOR WATER & WASTEWATER, FIRE PROTECTION & INDUSTRIAL APPLICATIONS 0 us P=PE W ce c 'TYTON JOINT® Pipe sl 2013 EDITION 1TYT,ON JOINT!Pipe .Each of the following is, a,nationaly recognized standards organization: :American National Standards Institute (MSI) American Water Works Association (AWWA)., :.'Amencan Saietyfor yisl ng and Mitenals (ASTM).. • �'Underwriterslaboratories (UU • National Fire Protection Assodialion (NFPA): • National Sanitation Foundation (NS6. Factory Mutual(FM) TYTON JOINT is U.S. Pipe's. trademark for pipe with a push -on type connection Simplicity, sturdiness'and water -tightness of the*system are built into the system by design. Cadvincmg proof 0f its worldwide acceptance is shown by the fact that more than 85% of the pipe now sold by U.S. Pipe is TYTON JOINT Pipe TYTON JOINT Pipe is available In sizes 3° through 64 ;Sizes 3 througfi 42 are available in - nominal 18 foot laying.leogths 67 through 24' sizes along with sizes,48` through 64' are available m nominal 20- Dot long lengths. w MON JOINT Pipe m sizes-0 th ough 36.' are UL Listed and sizes 4 through 16' are fM Approved When f) Tbk JOINT Pipe are used for bridge crossings. or other above -ground installations each: length of pipe must be. supported in a manner to restrict both vertical"and honzontatmovement TYTON' Gasket is the onlyaccessoty required when installing MON JOINT Pipe It is a circular s rubber gasket which has a modified bulb shape in iross:saction Gaskets are furnished in .accordance Mth'ANSVAWWA Cl ll/A21.1. Composition and dimensions.id the gasket hive been :carefully engineered to ensure a water -tight and lasting Sea].The standard Tl'TON Gasket is .: manufactured of SOR styrene boladiene rubber. Gaskets of specialelistomers may be. ordered for special applications -The gasket contour and bell socket contour ensure that the gasket will remairi seated during proper. assembly of the pipe When joint restraint is required for push-Dn Joint pipe; two optiuns.ere.,available from U.S. Pipe. For joint restraint Of 4 througl12il- FIELD LO8.35e Gaskets may be used and for joint restraint for'30", and 36 FIELD LON' Gaskets' ` may be used: FIELD LOK350 Gaskets are rated for 350 psi in sizes _4+through 24': In addition, for 4" thmugh 36, sizes, TR FLEX Pipe %and Fittings maybe used and for 30" through 64` sizes, HP LOK9. Pipe and Fittings may be used. TR FLEX Pipe:aand Fittings are rated for working pressures for 350 psi in 4" throug24 h " sizes, 250 Dsi insizes 30" thmugh 36"and for HP LOK Pipe and Fittings,tthe working pressureis 35il jjsi for 30" through 64 For higher pressure.. applications contact your U.S. Pipe representative Complete details on. both FIELD LOK7350 Gaskets and TR FLEX Pipe and Fittings ban be found on:our websde wwwuspipecom �' ��"X.; i� :, � <.. NOTE U.S. Pipe quehfies tm Federal Procurement undo Pufilic (ewNa 91 Sgb, Section 600Z known as the Resource Recovery Attaf 1976 since,.Aud to modem technology r'nyiled.irbn and steel "sorapYs used Tod . large degree in our Ductile Iron Rpe prduction •�l*?qm wuucamm cysuanx nampu.w ua yWw rv,w,.,n systemrnll withstand prersures (ar in aress of ratedpressures MOM, YttOHl01NT'; 7R fLEX'aad RELD LOK350! are Reglstared Trademarks of :U.S fte and foundryLo"mpeny, LLC. U.S. PIPE AND FOUNDRY CO. MON JOINT Pipe BRO-003 P3 REVISED 08.13 L E TYTON JOINT@ Pipe "sl 2013 EDITION P 2 Table of Contents TYTON JOINT Pipe. A;;empty Alternate Methods of Assembly -: Field Cut Pipe Pipe Diameters Bell Dimensions Pressure Class `.:Thicknesses; Dimensions and Weight*;; Thickness Class,. ..; Thicknesses, Dimensions. and Weight Maumum Deflection` —Full Lengtp'_Rpe Prodi its for Water' Wastewater; and Fire Pmtectidn 3 4 5 1 9 .......... 10 11 13 11 15 ECEAVE FEB 14 1014 RY; i MCI IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURING B U.S. PIPE AND FOUNDRY CO. MON JOINT Pipe BRO-003 REVISED 08.13 faJ 0 cli co TYTON JOINT'- Pipe Alternate Methods of Assembly Procedures oollined,rn oir, s l-3 on page 3,.showing the essembty of TYTONIOINT Fipe,, . 'should be followed belae.Oroceeding with the methods shown below. Backhoe Method of Assembly ' A emble:DiDe.of intermediate and largotires The plain end of the bakhceimay b�use -to asi pipe should ce carefully guided by hand.:into the bell of the previously assembled DiPe:,The bucket. . of the backhoe may tlibn be used to carefully push the pipe until.fully seated A timber header should baused ti": an the pipe and the backhoe bucket to awed damage tp the pipe.. Caution: Avoid °slamming the pipe to preveid damage to lining material inside the bell at the back of the socket Crowbar Method of Assembly Smaller sites of pipe may be assembled using a crowbar as a lever and pushing against the , 2013 EDITION �1 U.S. PIPE AND FOUNDRY CO. MDN JOINT Pipe BRO-003 REVISED 08. 13 W r� 9 TYTON JOINTO Pipe NSF. 2013 E D I T 1 0 FEB 14 2014 Assembly Figure 1.Insertion of Gasket AJI foreign matter in the socket must be removed, i.e., mud, sand, cinders, gravel, pebbles, trash, frozen material, etc. The gasket seal should be thoroughly inspected to be certain it is clean. Foreign matter in the gasket seat may cause a leak The gasket must be wiped clean with a clean cloth, flexed, and then placed into the socket with the rounded bulb end entering first Looping the gasket in the inhial insertion will facilitate seating the gasket heel evenly around the retainer seat. 3* through 12'sizes require only one loop. For larger sizes, additional loops may be required:14" through 36', two to three loops; 42" through 54", four to six loops; 60" and 64", sic or more loops. Evenly space the loops around the socket with each loop raised 4-5 inches. After loops are established, push each loop down to finish installation of the gasket When installing MON JOINT Pipe in sub- freezing weather, the gaskets, prior to their use, must be kept at a temperature of at least 40°F by suitable means, such as storing in a heated area or keeping them immersed in a tank of warm water. If the gaskets are 2. kept in warm water, they should be dried before placing in the pipe socket. Figure 2. Application of Lubricant Athin film of TYTON JOIIO Lubricant should be applied to the inside surface of the gasket, which will come in contact with the plain end of the pipe. In warm, dry weather conditions, the lubricant can dry out, especially when applied to warm or hot pipe, it will be necessary to add a small amount of water to hydrate the lubricant. Only MON JOINT Lubricant should be used. Spray -on lubricants should not be used as R may not provide sufficient lubricity. The plain end of the pipe must be cleaned of all foreign matter on the outside from the end to the stripes. Frozen materials may cling to the pipe in cold weather and must be removed. Athin film of lubricant is 3. applied to the outside of the plain end for about 3' back from the end. Do not allow the plain end to touch the ground or trench side after lubricating since foreign matter may adhere to the plain end and cause a leak Figure 3. Initial Entry of Plain End in Socket The plain end at the ST the pipe should be aligned and carefully entered into the socket until it just makes contact with the gasket. This is the starting position for the final assembly of the joint. Note the two painted stripes COPY , on the plain end. 4 Figure 4. Completely Assembled Joint Joint assembly should be completed by forcing the plain end of the entering pipe past the gasket (which is thereby compressed) until the plain end makes contact with the bottom of the socket. Note that the first painted stripe will have disappeared into the socket and the front edge of the second stripe will be approximately flush with the bell face. Joint deflection may be achieved after the pipe is fully inserted. If assembly is not accomplished with the application of reasonable tome by the methods indicated, the plain end of the pipe should be removed to check for the proper positioning of the gasket, adequate lubrication, and removal of foreign matter in the joint. N When using FIELD LOK 3500 Gaskets or IF THE APPROVED PLUSchspecial linings, assemble the joint until A feeler gage maybe inserted between the bell and the plain end of the assembll V!ManNEW SLW�g a of the first painted stripe (or the of the gasket. When the gage encounters the gasket, increased resistance will be{6etAbrk) is flush with the bell face. of the gage. Continue probing around the periphery of the joint, noting the depth t I EQUIREQItfhB OR inside of the socket, the gasket, depth of insertion is uniform, the gasket has remained in place fl, at airy point, the deWTMoOMNE Q C lain end to be inserted must be kept significantly, this indicates a dislodged gasket. The joint should be disassembled, thoroughly cleaned with c'1ean ma ugh -out the assembly. Joints are only as water -tight as they are clean. If the joint water, and examined for any co fition that might have caused the gasket to become dislodged before r somewhat difficult to assemble, inspect for proper attempting to reassemble the pint gasket positioning, adequate lubrication, and foreign matter in the joint. U.S PIPE AND FOUNDRY CO. MON JOINT Pipe BRO-003 REVISED 08.13 TYTON JOINT Pipe Alternate Methods of Assembly (cant.) The most common field method of, assembling larger diameter T1TDN JOINT Pipe is to use a backhoe to push against the face of the bell. end of the pipe to be assembled. Occasionally, there are 11 nstallatmns where a backhoe cannot be located in line with the pipe and it is; therefore difficult roe to assemble the mpe; I , such cases, it may be`possible to use the I assemble the pipe from the side of the trench wth.this method the.. ' to provide the anal force required for assemblyin.general iichoker around the bell of the previously laid Dipe. The spigot end of the pipe iserted as far as possible into the belt end of the prediodsty laid pipe. well laid One such rigging is'made from a long cable with a choker on one end the other end with;ashdIng choker hook between the tvro,other hooks. grog is a shorterdhain with a wide throat hoisting h1 .1ook on one end. T around the bell of the prewousty laid pipe using the fired chok&.hook :the bell and of the pipe to be laid: The cable is hooked to the chain wi CIS �®py 2013 EDITION I�� I VE FEB 14 2014 - A few rules of thumb: 1. Angle'A' should be no greater than 15 degrees. 2. Angle V should be from 45 to 60 degrees. 3. The sliding choker hook should be located from 2 to 8 feet from the bell of the previously laid pipe. 4. Trial assembly may be made to get a "feel" for the correct amount of slack to be left in the rigging and the proper location of the sliding choker hook ry Y Y � cr a e � Fb. s r AYSIYe 11.�e A few precautions: 1. The smaller the angle (A), the larger will be the assembly force and the tension in the rigging. The assembly force and the tension will generally. range from 2 to 10 times the weight of the pipe being assembled. These forces are at a maxi- mum when the assembly is bottomed out and lift is still being applied to the rigging. To minimize the loads on the rigging, it is recommended that the assembly be made slowly and the assembly stopped as soon as the joint is bottomed out. 2. The rigging should be property designed to accommodate the diameter, length, and .. - weight of the pipe on the job and the loads - previously described. IF.;THE APPROVED PLANS ARE MODIFIED, ANEW SUBMITTAL .: TO THE CITY IS RE WOO: PRIOR TO.THE CHANGE.000URIND NOTE method should no when inrstallingFIELD LOK35 Gaskets since „ alignment of the joint cannot be assured. For the proper installation practiFa, refer to U.S. Pipe BrochureFI£LD LOK 350$ Gasket Joint Restraint - r ...., for 4'-24' Ductile Iron Pipe for Water, Wastewater, Fire Protection and Industrial Applications. U.S. PIPE AND FOUNDRY Co. MBN JOINT Pipe BRB-00.3 REVISED 08.13 W 0 cG cc 00 Field Cut Pipe When pipe ere iutjn the field, th makeupthe nett loin(: The outsiI about 1/4- mch at, an angle pl a which otherwise might damage tl When Ductile Iron pipe 14',,and la . as "GAUGED FULL LENGTH."A Fui within thispigol diameter.dimen: measurements over the pipa' i ten is "gauged full length'.: is speciall TYTON JOINTO Pipe WF12013 EDITION P d it canbe used to portable grinder ry sharp, rough edges ris tat 0 NOTE: When necessary, pipe may be rounded in accordance with U.S. Pipet Brochure, Recommended Methods For Rounding The Cut Ends 0/ Out -Of - Round 14'And Larger Diameter Ductile lion Pipe. U.S. PIPE AND FOUNDRY Co. MON JOINT Pipe BRO-003 REVISED 08.13 TYTO N J 0INT' Pipe EF 2013 EDITION P 8 Pipe Diameters Suitable Pipe Diameters for Field Cuts and Restrained Joint Field Fabrication NOMINAL PIPE SIZE ''=li; Inches ... ', 1..0...1....1n.J 3Y wi.w.. 1...4..,15., w uL.•., _ y .i: MINIMUM'':. r MAXIMUM , 3 3 90r'. 4.02 ------ ----.._.._..._...---._-,_:.._- --------- -- ----- 4.74 ------- _--------------- - 4.86 6 :.."6.84,.,.. �..,::.:: 6.96 9.11 12 13.14 •'; 13.26 -------- ----- 14 15.22 ..,; .'- - 15.35 ---__ -- 16 • ] 7.32, 17.45 18 1942;= `c?- 19.55------ -------- y 20 2152 :--- 21.65 24 25.72•'.` 25.85 ------ --------30 3194 �'` .. 1 32.08 --- —'- -- _ - 36 38.24 r` --- ------44.58 3.8 --_---- 42 4444 •'-" 48 5074'�'..` 50.88 54 57.60 6o 61.51 -. : 61.65 64 65.57 ; 65.71 Above table based on ANSUAWWA C151/A21.51 guidelines far push -on joints NOSE For accuracy, a diameter tape graduated in 100U^'s must be used. CITY COPY IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURING CIEIVIE FEB 14 2014 r U.S. PIPE AND FOUNDRY CO. MON JOINT Pipe BRD-003 REVISED 08.13 TYTON JOINTO Pipe 2013 EDITION pg Bell Dimensions C 3'- 24' B A -- NOTE: Actual bell configuration C 30'-64' may vary from illustration shown. B A SIZE :-PIPE OUTER DIAMETER BELL OUTER DIAMETER SOCKET DEPTH Inches Inches Inches+'Inches , 3_ _� 3 96 _ 56 3 00 -_ 4 80 :' - 6.5 .52 315 6 6.90 <` 8.66 _` 3.38 B 9.05:,;' 10.82 3.6 10 '.11:10>; 12.91 .:. 315 12 315 14 15.30 . 17.61 16 ' 17.40 .... 19.79 `. 5.00 ., - 1B 19.50 - 21.91 --- 5.00' - 20 21.60 _� 24.03 `;• 5 50. 24 25.80. 28.21 595 30 •.. 32.00': 35.40 6.55 36 36.30i 41.64 i:7.00' 42 44 50: 49.36 7.90 40 1 ` Y5080;" -- �" 55.94 6.60 54 i • tL 57.56. 63.38 ,;? 9.40 60 + � �^; '61.61,.;; a '` 67.38 :I i ]0.10 64 �,1 ,.,'6567.t 71.56 ;. 1065 'Subject to manufacturing tolerances. Dimensions in inches. U.B. PIPE AND FOUNDRY O0. MON JOINT Pipe ORO-003 REVISED 08.13 W CL -o 40 00 TYTON JOINTO Pipe "sF 2013 EDITION P �Q Pressure Class Nominal Thickness for Standard Pressure Classes of Ductile Iron Pipe OUTSIDE NOMINAL THICKNESS Inches SIZE DIAMETER Inches Inches PRESSURE CLASS* ECEIVE FEB 14 2014 CASTING TOLERANCES Inches 150 200 250 300 350 3.96 0.25** 0.05 4 4.80 - - - - 0.25** 0.05 6 6.90 - _ - - 0.25** 0.05 - 8 9.05 - - - 0.25** 0.05 10 11.10 - - - 0.26 0.06 12 13.20 - - - - 0.28 0.06 14 15.30 - - 0.28 0.30 0.31 0.07 16 17.40 0.30 0.32 0.34 0.07 18 19.50 - - 0.31 0.34 0.36 0.07 20 21.60 - 0.33 0.36 0.38 0.07 24 25.80 - 0.33 0.37 0.40 0.43 0.07 30 32.00 0.34 0.38 0.42 0.45 0.49 0.07 36 38.30 0.38 0.42 0.47 0.51 0.56 0.07 42 44.50 0.41 0.47 0.52 0.57 0.63 0.07 48 50.80 0.46 0.52 0.58 0.11 U1 .70 0.08 54 _ 57.56 0.51 0.58 0.65 0.72 0.79 0.09 60 61.61 0.54 0.61 0.68 0.7 . 3 0.09 64 65.67 0.56 0.64 0.72 0.80 .87 0.09 NOTE: PerANSdAH4YA C150/A21.50 the thicknesses in above table include the 0.08"service allowance and the casting tolerance by size ranges. Dimensions and weights of Special Classes (Thickness Classes) are found on pages 13, 14, 15 and 16. * Pressure Classes are defined as the rated water pressure of the pipe in psi. The thicknesses shown are adequate for the rated water working pressure plus a surge allowance of 100 psi. Calculations are based on a minimum yield strength of 42,000 and a 2.0 safety factor times the sum of the working pressure and 100 psi surge allowance. *' Presently these are the lowest nominal thicknesses available in these sizes. IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURING U.S. PIPE AND FOUNDRY CO. TVTON JOINT Pipe BRO-003 REVISED 08AC LAJ d 0 co co 00 TYTONJOINTO Pipe 2013 EDITION P jj �! "Pressure Class - Thickness, Dimensions and Weight SIZE,-° , Inches.: PRESSURE CUSS -. psi 3500.25 OUTSIDE THICKNESS:- DIAMETER* ::Inches Inches 3.96 BARREL WEIGHT. YPER FOOT.. ' Pounds., 8.9 41B.FOOT UYIN6'LEN6TH{L!!..20-FODT'LATRXB jN6TH� ' WEIGHT PER `. WEIGHT PER e LENGTHt LENGTHt Pounds Pounds - 170 - 350 0.25 4.80 10.9: 205 - - 6 350 ; �0.25 6.90 t lfi.q .' ;; : 305 335:. B 350 i -0.25 9.05 21.1 : 400 445. 10 � 350'0.26 11.10 ,21.1.. .' 515 510< --- %12 350 -- '-A28 13.20 --- 34.8 , . i` 660 730 ` 14 `;_' 250 A.28 15.30 :: 40.4717 : 780 :86.5. 14 'i 300 0.30 15.30 43.3 920 • 1010. 350 :.0.31 15.30 44.7. ---- 860 -_--- 945 16 250 0.30 17.40 ;49.3 950 1050, 16 ,: 300 .':' 0.32 17.40 515 1010 1115� 16, ', 350 ` 0.34 17.40 55.8 1065 1175 ' 18 250 .' 0.31 19.50 51.2 1095 12A Ill ::.' 300 '434 19.50 62.6 1195 ' 1320 t18,'.::. 350':0.36 19.50 66.2 1260 1390 20 .... 250 '.0.33 21.60 67.5 1285 1420. 20 300 21.60 t:-73.5 1395 1540 20 350 "�0.38, F 21.60 :17.5 1465 1620. 24 : 200 '0.33 25.80 80.8, 1550 1710; 24..: 250 .47 25.80 .90.5 1725 1905.: 24 300 '0.40 „ 25.80 911 1855 2050 24 ;'." 350'•0.43 25.80 d04 .99 1985 2195 30. S: 150 6.34 32.00 103.5 : 2005 - 30 .'' ....-. 30 ":' 200 ------- 250.0.42 ::.0.38...'' 32.00....... ...;:. ._--_:.._._......... 32.00 115.5. _ ._..._.:... 127.5: 2220= -._...........................----- 2595 - - 30 300 5 32.00'' 136.5°' •- 281077 - - 30 :` 36'.:: 350 150- -.;0.49 `- " 32.00 .: 0.38, J •..' 38.30 -,'• 148W 138:5 2685 2945 - ": •' 36 =-- 200-'`.0:42 38.30 ,'; 152:9 '::: 2940 - . 36 36 :' 250 300 J 0.47 '' 38.30 •A.51 )„s 38.30 170.9 ..,,.-185.3 ,.. 3265 3525 - ::•; 36 „=: 350 "056:, 38.30 '303.2 L . 3845 - NOTE: Thicknesses and dimensions of 3'through 64' Ductile Iron pipe conform to ANSUAHWA C151/A21.51. H4ights may vary from the standard because of differences in bell weights. 'Tolerance of D.D. of spigot end: 3-12 in., *0.06 in.; 14-24 in., +0.05 in., -0.08 in.; 30-48 in., +0.08 in., -0.06 in.; 54-64 in., +0.04 in., -0.10 in. t Including bell,; calculated weight of pipe rounded off to nearest 5lbs. Table conllnued on neri page. U.S. PIPE AND FOUNDRY CO. MON JOINT Pipe BRO-003 REVISED 08.13 I W 0- 0 co 00 TYTON JOINT® Pipe " 2013 EDITION p 13 Thickness Class - Thicknesses, Dimensions and Weight ^ Pl&FOOT UYIN6 LENGTN 20.F00T1AYIN6iLEX6TN'� -.Ywuitiiv+LLr.+lCY+1l��.y'r, i. OUTSIDE BARREL WEIGHT WEIGHT PER WEIGHT PER •SIZE':` , THICKNESS THICKNESS .. DIAMETER' PER FOOT':-: LENGTHt �%'LENGTNt ' - Inches:, - CUSS ' Inches Inches Pounds ..;. Pounds ::.Pounds "... 3 51 --- -0.25 _. : 4.02 8.9 170 - - 3 52 ---- 0.28 ----4.02 9.9: 185----- 3 53 0.31 , 4.02 10.9, 205 - 3 .':: 54 i034-..... 4.02 11.8. 220 - 3 55 r`0 37 .. 4.02 .' 12.8 240 - 3 .;. 56 D 40 4.02 :13.7. 255 - 51 0 26 r . 4.80 11.3. 215 4':% 52 :''0.29 ;' • 4.80r 12.6 1 235 - 4 '::" 53 032 4.80 ' 13.8 260 - 4''': 54 035 : , 4.80 16,0,..',: 280 - - 55 '�.0.38 •---,' 4.80 16.1, 300 - 4'�:` 56 �041 ., 4.80 17.8. -'.` - 320 - 6 `• 50 025 ;�: 6.90 16.0 - 305 336 :6. `: 51 ":028 6.90 11,8: 335 370... 6 : 52 ''O31 6.90 19.6 370 410. 6:'' 53r034.": 6.90 21.4. 400 445, 6:: 54 '0 37 - 6.90 23.2• - - 435 '480.. 6 : 55 0406.90 25.0 465 515.: 6•�:. 560.43 "- 6.90 .,, .. .26.1,. 495 550 - 8 50 :: 0,21 9.05 '-22.8 430 ` 475 111., 51 036 9.05 25.2-' - 475 525. 8----52033 . •9.05, 27,7 520 _ 575 8 53 036 I ! 9.05 ' ,- 30.1 560 620. 8 54 039 9.05 32:5 605 670 B ' 55 r'.'1042 9.05 r' 34,8 650 720 . - ,. _ - 56 9.05 - :'31.2 690' 765 . NOTE: Thicknesses and dimensions of 3'through 64' Ductile Iron pipe conform to ANSI/AH'WA C151/A21.51. 1017'ights may vary from the standard because of differences in bell weights. 'Tolerance of O.D. of spigot end: 3-12 in., t0.06 in.; 14-14 in., +0.05 in., -0.08 in.; 30-48 in., +0.08 in., -0.06 in.; 54-64 in., +0.04 in., -0.10 in. t Including bell,- calculated weight of pipe rounded off to nearest 5 lbs. US. PIPE AND FOUNDRY CO. MON JOINT Pipe BRO-003 Table continued an next page. REVISED 08.13 TYTON JOINT° Pipe "sI 2013 EDITION P 12 Pressure Class - Thicknesses, Dimensions and Weight (cost.) 1&FOOT LAYING LENGTH 20-fOCT LAYING LENGTH PRESSURE OUTSIDE BARREL WEIGHT WEIGHT PER WEIGHT PER �^ SIZE CLASS THICKNESS DIAMETER* PER FOOT LENGTHt LENGTHt Inches psi Inches Inches Pounds Pounds Pounds -- _ - - - - -- -- - Fee 42 200 0.47 44.5-0 196.9 3960 - 42 -- 250 0.52 44.50 - 219.9 4335 - \� 42 300 0.57 44.50 240.7 4110 - 42 350 0.63 44.50 265.7 5160 - 48 150 0.46 50.80 - - 4950 48 200 0.52 50.80 - - 55P5 48 250 0.58 50.80 - - 6095 48 300 0.64 50.80 6670 48 no 0.70 50.80 - - 7240 54 150 0.51 S 56 - 6430 54 200 0.58 57.56 - - 7190 54 250 0.65 51.56 - 7 945 - --- 54 - - 300 - -- - 0.72 - 57.56 -- --- - --- - --- 6700 54 350 0.79 57.56 - 9455 60 150 0.54 61.61 - 7305 60 200 0.61 61.61 - - 8120 60 250 0.68 61.61 - - 8935 60 300 0.76 61.61 - - 9660 60 350 0.83 61.61 - - 10665 64 150 0.56 65.61 - - B100 64 200 0.64 65.67 - - 9090 64 250 0.72 65.67 - 10080 - 64 --- 300 0.80 65.67 -�p-�MrrF4A��p _-- IF Inc yPLANS 11065 64 350 0.87 65.67 75 E-MO �'r PIED. A NEWSIIgUITTAJ1925 NOTE:fhicknessesanddimensionsof3'through64'DuctileIronpipecohUmIftsPAi 441MQUIRED PRIOR Weights may vary hnmthe standard because ofdifferences inbell weights. TO THE CHANGE OCCUR NG 'Tolerance of O.D. of spigot end: 3-12 in., f0.06 in.; 14-24 in., +0.05 in., -OA8 in.; 30-48 in., +0.08 in., -0.06 in.; �4=6A in., +0.04 in., -0.10 in. t Including bell; calculated weight of pipe rounded off to nearest 5/bs. U.S. PIPE AND FOUNDRY CO. TY-TON )DINT Pipe BRO-003 REVISED 08.13 W O� 0 co 00 TYTON JOINTOIPipe NSF 2013 EDITION P 13 Thickness Class - Thicknesses, Dimensions and Weight ` SIZE'.;- Inches 3 ! . THICKNESS CLASS 51 THICKNESS Inches -0.25 OUTSIDE OIAMETER* Inches 4.02 BARRELWEIBHT PER FOOT Pounds =.: 8.9 -i. ;:- 1 B FOOIAYIHG LENGTH _704OOT LAYING LENGiNJ WEIGHT PER :WEIGHT PER LENGTHt LENGTHt Pounds Pounds 170 3 52 0.28 4.02 9.9 : .: _ 185 - 3 ' ' 53 0.31 4.02 10.9. 205 3 - 54 ,"0:34 - 4.02 11.8; 220 3 - 55 -0.37 4.02 +:12.8; 240 - 3 : 56 ;: 0.40 4.02 13.7;:..:: 255 51 0.26 4.80 11.3. 215 - 4 52 0.29 4.80 12.6 235 4 53 0,32 4.80 13.8-- 260 4 54 0.35 4.80 15.0` 280 - 4 55 0.38 4.80 16.1 300 4 ` 56 0.41 4.80 17.3' 320 6 50 0.25 6.90 16.0 305 335 6 51 6.28 6.90 17.8 _ 335 370 G • 52 0.31 6.90 19.6'. 370 410 G. 53 0.34 6.90 21.4 - 400 445 S - G - 54 0.37 , 6.90 23.2' - 435 490 G - ` 55 0.40 6.90 25.0'}. -- 465 515 -' 6 - . 56 0.43 6.90 26.1' 495 550 .- 8 50 0.27 9.05 22.8 . ` 430 475 ' a.: - 51 --- 0.30 9.05 25.2` 475 525 8.:., 52 0.3.3 9.05 - 27.7 - 520 575 - 8-..: 53 0.36.: 9.05 30.1 560 620 .. 8 - 54 . 0,39 9.05' `.32.5 605 670 8 55 0.42 9.05 34.8 650 720 " B ''. 56 0.45. 9.05 37.2: `. 690 765 . NOTE: Thicknesses and dimensions of3'through 64'Ductile Iron pipe conform toANSUAWMAC151yA21.51. Weights may vary from the standard because of differences in bell weights. - *Tolerance of O.D. of spigot end.. 3-12 in., tO.06 in.; 14-24 in., +0.05 in., -0.08 in.; 3048 in., +0.08 in., -0.06 in.; 54-64 in., +0.04 in., -0.10 in t Including bell; calculated weight of pipe rounded off to nearest 5lbs. N.S. PIPE AND FOUNDRY Co. MDN JOINT Pipe BR0-D03 Table continued an next page. REVISED 08.13 u u u u TYTON' JOIN, T 0 Pipe 2013 EDITION FP 17 Maximum Deflection — Full Length Pipe SIZE.` MAXIMUM101NT' h 1'-.c`� �OEFLECTION`[2` " y' Inches - OERECIION , .c'PHOOUCEOBY�SUCCESSION30F101NT51 Degrees 18 FL LENGTH 20 FT. LENGTH 18 F1. LENGTH ; . 20 Ff. LENGTH , 3 19 206 —RS" 19 206 — — 6 • 5 19 21 - 206- 229 206 ,:•229 10 - 5'1 19 21 206229 12 5 .__..__--........_...- 19 .�-.. 21 ='='---"-'-- 206 '':229 ... ..._..-'- -- 14 .=' __ 5 719 21 ---'----- 20fi —' ---- 229 ----- -- 16 - - 5 -- ------ 19' - 21 - - .. -._._.._.--. 206 , - ,•229 18 5' 19 `• 21 ', " 206 : (229_ 20 5 19 21 206 229 1. 24 5 I 19 :':'21 206 -,229 ------------ 30 19 206 _.._......- -- - — - - -- ` --- - - -- - - - 36 5,. 19 206 — 42 48 54� .287 — 64 287 'N ECEI V E FEB 14 1014 V.V. 0 -...... IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURING U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe 11RO-003 REVISED 08.13 LLJ 0- 0 cz; co 00 TYTON- JOINT® Pipe Nsf 2013 ED It I ON Products for Water, Wastewater and Fire Protection Ductile Iran Pipe SIZE RANGE ' TYTON JOINT' Pipe 3"-647 Ductile Iran Mechanical Joint Pipe JIL. 12'..Nct hom TR FLW Pipe 4'-36' Ductile Iron HP LOr Pipe Du ctile Iron Flanged Pipe 374' Ductile Iron Grooved Pipe 4",r3li" Ductile Iron USIFLEX* goltless Ball Joint Pipe :.4!48Ductile , I ran L For Subaqueous Installations Restrained Joints TR FLEr Restrained Joint 4--36" Ductile Iron HP LOr Restrained Joint 30'-64" Ductile Iron W FIELD LOr Gaskets ......................................................... FIELD LOX 350' Gaskets .......... 4 .-24', FIF6Fk Gasket' & 36" TR FL17(GRIPPER' Rings 47-36" Ductile Iron TR TELE FLEX' Assemblies 4'-24' Ductile Iron::. Fittings MON' Fittings %147-24 Duct I I f. Ductile ran TRIM TYTON* Fittings -,'N 4".7127 Ductile Iron TR FLEr Fittings and TR FLEX* Telescoping Sleeves 4"736' Ductile Iran HP LOr Fittings and HP LOX' Telescoping Sleeves 30"764". Ductile Iran Mechanical Joint Fittings 30"48*.Ductile Iron Flanged,F.ittings 30'-64' Ductile Iron P 18 A111M FLEX'Couplings 4 -24 Ductile Iron Miscellaneous Products Our products are manufactured in conformance PROTECTO 401 Lined Ductile Iron Pipe fori 4'-64' Ductile Iron with National Standards so that our customers Domestii Sewage and Industrial Wastes may be assured of getting the performance and GLASS Lined Ductile Iran Pipe foriw8tewiter, Treatment Plants - ----------- - RING FLANGE-TYTE6 Gaskets FULL FACE FLANGE-TYTE® Gaskets M) Harness-Lok Saddle Outlets Welded Outlets longevity they airpect. Use of accessories or other appurtenances that do not comply with "recognized standards may jeopardize the performance and longevity of the project U.S. PIPE AND FOUNDRY CO. TYTON JOINT Pipe BRO-003 REVISED 08.13 N PR®SSLFCr Product Specifications Product Features Gaskets: SBHinaccordance wilhANSI/AWWA C111/A21.11 T-Bolts/Nuts: low alloy steel in accordance with ANSI/AW WA Cl1 VA21.11 Model Numbers • IMJBGPM • IMJBGPP • IMJBGPU • IMJBGPX • IMJBGPIO • IMJBGPI2 • IMJBGP14 • IMJBGPI6 • IMJBG018 • IMJBGP20 IMJBGPX 02007 Wolseley Distributed Exclusively by Ferguson, Stock Building Supply and Wolseley Canada O352 10107 Compact MJ Fittings ANSI/AWWA C153/A21.53 2" - 64" DUCTILE IRON MECHANICAL JOINT COMPACT FITTINGS GENERAL SPECIFICATIONS MATERIAL: Ductile Von per ASTM A536 PRESSURE: 350 PSI rating for 3!'- 24" sizes, 250 PSI rating for 30" - 48" sizes and 150 PSI rating for 54" - 60" saes TESTING: In accordance with ANSI/AWWA C 153/A21.53 and UL requirements LAYING LENGTH: In accordance with ANSI/AWWA C153/A21.53 (fittings not listed in ANSI/AWWA have dimensions per Star design as noted in the catalog) - -. WEIGHTS: Are in pounds, unless noted otherwise and do not include accessories, cement lining and coating L� FLANGES: Flanged ends on fittings match ANSIlAW W C 1 IS/A21.15 and ANSI B16.1 Gloss 125 flanges CEMENT LINING: In accordance with ANSI/AW A CI04/A21.4 -size T' -3" single thickness and sizes 4" - 64" double thickness W _ COATING: Asphaltic seal coot inside and out in accordonce with ANSI/AWWA C104/A21.4 GASKETS: SBR in accordance with ANSI/AW WA CI I I /A21.11 (see pg. 17) k T-BOLTS/NUTS: Low alloy steel in accordance with ANSI/AWWA Cl I I /A21.11 (seepg. 16) ECEIVE V C APPROVALS: 4" - 17' Underwriters Laboratories Listed RFEB X and greater ore UL/NSF-61 14 1014 DIMENSIONS: All dimensions are in inches unless noted otherwise +V 1 ooftk AWWA= VENBER i US 4�p5Slpj�o ' u t o.n is OJSIn. I -1 1 F p 30'o{-=O.BB in. R WAIER OUALnY i >r t • R SIIZE' A DIA. - R C Dix. 0 DIA J DIA KI DIA K2 DIA L M 5 0 _ X DIA RODS SIZE NO 250 2,50 339 350 4.75 6.19 62S OS8 062 2 2 i8' / 3 3 96 250 4.84 :: 4,94 6 19 7.62 7,69 0:58 0 62- _036 0 39 2Wr. /. _%x3 %z3 `4 4 4 80 2.50 5 92 6 02 F / SO 9.06 9 12 0.60 0 75 0 39 26' 1/ '/. x 3 % 4 6 690 `250 892-812 950 -11.06 11,120.63 088- 4,43 28°-- /' =%x3/: -.68 9.05 250 10.17 102711.75 1331 13.37 0.66 1.00 0.45 28' G '/. x 3 % 6 10 11 10 2.,% 12.22 1234 14 00 15.62 15 62 0.70 100 :0 47 28'. '/. -''/. x 412 13.20 2.50 14.32 14.44 16.25 17-88 17.88 0.73 1.00 0.49 2W / '/. x 4 8 14 I6 15.30 1 / 40 3150 3.50 16 54 18 64 15 44: 17 54 20.25 22.50 20.25 N.50 � �r31 3`5 A O / %'k 4 / / 10 12 16 40 18 50 18 75 21 00 0.79 0.85 I8--_ 19 50 3:50 20-60� '_. 2074 19.64 23 25 2_4.75 24.83 _. - - 2 20 21.60 25.80 _3.50 3.50 22.70 .-2.2 26 90 84 27 04 2-1.-74 25.94 25.50 27.00 6 27-.08 1.B _ 1T._ 14 a -- -24 3? 00 33 29 33 46 36 88 1.31 30 4.00 32.17 39.12 39.12 20 39- 38.30 ,4_,4LF 39 59-.39 76 88.47 43.75 46:00 46.00 1.45 .. -, _ - 24 ' 42 44.50 4.00 45.79 45.96 44.61 50.62 53.12 53, 12 1.45 2.00 1.25 20P I 'A I '/A x 6 % 28 48-. _5080 4.00 52.09-15223--50:97 57.50. 60.W: [:O.CO 1.4; 200 - :135 2(P _- 1'/.- ^1'/.x6/> 32 imemions'4whilde On_Requesf) _ RLM. rNo11ncluded In AWWAC1S3 0 IMISIERED I.MIRR C MAR PF fltCGICS FM slAE•rrtPRaoncn ! O IE IXt FREF IRbHf % 1 Page 3 AMERICAN Flow Control Submittal Information 4" - 12" SERIES 2500-1 RESILIENT WEDGE GATE VALVE, NRS SHOWN WITH 2" OPERATING NUT B (- MECHANICAL JOINT (MJ) UL lister FM Appro% AVVAA C PVC (NOT AVAILABLE FOR UL/FM) TYTON® (TY) OPTIONAL END CONNECTIONS SHOWN WITH OPTIONAL HANDHWEEL G aaavr11a1-1 DIMENSION D VALVE SIZE 4" 6„ 8., 1 1 0" 1 2" End to End - MJIMJ 10.00 .50 12.50 13.50 End to End - FLIFL 9.00 .50 13.00 14.00 End to End - TY/TY 13.E .50 18.75 19.75 End to End - FL/MJ 9.50 .38 13.62 14.38 End to End - FL/TY 11.00 15.88 16.88 End to End - PVC/ PVC 13.00 *z... - - A 13.91 .06 2.50 27.59 B 2.50 2.50 C 4.00 .50 - - D 4.00 .50 5.62 5.62 E 9.00 .3.50 15.88 18.00 F DIA 1.00 1.D0 1.D0 1.31 1.31 Handwheel Diameter 10.00 12.00 14.00 15.50 15.50 No. of Turns to Open 14 20 26 32 38 SUBMITTAL U PRIOR AMERICANR.Cmmd"- V"R 0 MW P0. Box 2727 12 Birmingham,Al. 35202-2727 South Sl Pau1, Mn. 55075- 191 Phone'. 1b 326E051 Phute'1A 265-3685 F. 1bDM10.3569 Fer 1A00-501-2809 Emailafms exoameriwnuss E+nail' al¢ales�amenranuae ran Wd00J AME RICAN-USA. COM Page 1 of 2 GV11055 Issued: 1192012 STUD T OKR�TW N 1 2 3 6 C. 7 40 15 8 13 14 69 10 11 W.�— 1 65 12 49 65 5 1E 15 1 29 17 Construcba9 shown is typical of the 64ndt size wilh mechanical joint and con- nections and is illustrative only. Consaumon d Ixhr sizes and end connection types vary,slighty. See elsewhere an this wbmittd far specific details. REF NO. DESCRIPTION 4 MATERIAL 1 Hex Head Boll, 5I8-11 x V 304 Stainless Steel 2 Operating Nut 2' Square Ductile Iron, ASTM A536 3 0-Ring Rubber 5 Stuffing Box Gasket Rubber O-ring 6 Hex Head Bolt 5I8-11 x 1-3I4' 304 Stainless Steel 7 Stuffing Box Ductile Iron, ASTM A536 8 Bonnet Ductile Iron, ASTM A536 10 Bonnet Gasket Rubber 11 Body Ductile Iron, ASTM A536 12 Stem Manganese Bronze, ASTM B763, UNS C86700 13 Wedge Nut Manganese Bronze, ASTM B763, UNS C86700 14 Resilient Wedge EPDM Rubber Encapsulated Ductile Iron ASTM A536 15 Hex Nut 5I8-11 304 Stainless Steel 17 Handwheel Ductile Iron, ASTM A536 19 Hex Head Bolt 518-11 x 2-114' 304 Stainless Steel 29 Flat Washer, 518 304 Stainless Steel 40 UUFM label Pressure Sensitive Aaylic Film 49 O-Ring Rubber 65 Thrust Washer 304 Stainless Steel 69 1 Wedge Cover Acetal Polymer OPTIONAL MATERIALS AREAS FOLLOWS BOLTS and NUTS: 316 Stainless Steel STEM: Cast NDZ-S Bronze, ASTM B763, UNS C99500 STEM: Stainless Sleet WEDGE NUT: Silicon Bronze, ASTM B584, UNS C87600 Open Direction: ❑ Left (C.C.W.) ❑ Right (C.W.) NOTES: 1. Available in configurations that are UL Listed and FM Approved with 250 psig rated work'vg pressure. 2 Meets requirements of ANSIIAWWA C515 with 250 psig rated working pressure. 3. Fusion -bonded epoxy -coated in accordance with ANSIIAWWA C550. 4. Certified toANSIINSF Standard 61. A AWe`.RICAN FLOW CONTROL THE RIGHT WAY AMERICAN FIaw Co VMerave Congener P.O. B. 270 125 Martino Avarua So Blerw1p11rn, Al. M202-2727 Sa St PwI, M, 55075-1191 Phew: 1-800126-NSI Phew: 1-0 256]686 Fec 1-0 610J569 F. 1-0009U1.2B09 E%: dcsalm®rrwbry =n Em : e c%tl Gemertvl mr V Y WAMERICAN-USA.COM Page 2 of 2 GV11055 Issued: IM012 665 Stainless Steel Tapping Sleeve r. S_g44t 4" - 24" Pipe Sizes with Outlets thru 12" . sonws kPswl Gasket & Bridge Plate: NSF 61, 1/4' thick,. gridded Nitrite (Buna- N), compounded to resist- natural gas, water, oil, adds, alkalies, most (aliphatic) hydrocarbon fluids and many chemicals. Temperature Range: -20'F to +180°F. The gasket provides 3 pipe coverage with the neck gasket molded in place in the one-piece top half. I The bridge plates are heavy gauge 302 Stainless Steel, recessed and molded into the gasket. This provides a contin- uous smooth surface to bridge the gap between body halves. Certified to NSFedANSl.61-G. Easy to install. Test Plug: - Flange: 3W bronze with square head. 18-8 Type 304 Stainless Steel AWWA C207 Class D (ANSI 150N drilling), recessed for tapping valve per MSSSP 60. .Body, lugs and neck: 18-8 Type, 304 Stainless Steel. Washers: Type 304 Stainless Steel and nylon. Lone of each per bolt. Features: \Bolts and Nuts: 18-8 Type 304 Stainless Steel with NC threads, epoxy coated. Nuts are fluorop*rner coated to prevent galling. Range helps reduce inventory. ///// FE9' WIE Removable bolts can easily be replaced. 4 ?Of4 Meets applicable AWWA C223 Standards. �\ M Molded -in ring imthe gasket to ensure effective sealing. Nylon washers provide to imrpove bolt torque capability. Heavy gague, all -stainless steel body for rugged performance. i Fully chemically passivated for maximum corrosion protection. .Test outlet to allow hydrostatic pressure test before tapping the pipe. 360e seal provides maximum support and reinfocement around the pipe in case of pipe break. Body drawn out to accept the outlet neck adding to the overall strength of the area under the most stress. ".ressure . ' = • ` Kk fist_..ressurew'r`, L 7U' ��r� bmina,P„I rzeY�51�_.'.iv't:��;'._., or m u ._3"':.�'•__ 'Depends on flange and pipe diamter. The allowable working pressure of a pipe repair damp decreases as pipe diameter increases (regardless of manufacturer). For a particular installation, the allowable working pressure will be determined by the size of.pipe, type of pipe, type of damp, type and extent of damage, service conditions, environmental conditions,, and Installation workmanship. 1 f/ SPECIFICATION: The tapping sleeve body and neck shall The gasket shall be 1/4" thick and'grid- be made of heavy 18-8 Type 304 stainless ded. The top half gasket shall be one-piece steel. with a molded outlet nng to ensure effective: The flange shall be 18-8 Type 304 stain- sealing. It shall be NSF' 61 Nitrile (Buns N) less steel, AVWVA C207 Class D (ANSI 150# compounded to resist: water, oil acids, alka- drilling) and recessed to accommodate tap- lies, most (aliphatic) hydrocarbon fluids and ping valves. many other chemicals. The gasket shall have The bolts shall be 18-8 type 304 stainless a temperature range of -20°F to +180°F. steel with NC threads and epoxy coated. The The gasket shall have bridge plates nuts shall be 304 stainless steel, fluoropoly- made of heavy 302 stainless steel. The mer coated to prevent galling. One 304 stain- bridge plates shall be recessed and bonded less steel and one nylon washer to be provid- into the gasket. ed with each bolt. A W test outlet and plug All welded stainless steel surface areas shall be provided to allow hydrostatic testing shall be fully passivated for maximum corro- of the seal prior to making the tap. sion protection. The plug shall be '/4" bronze with a The tapping sleeve shall be NSF 61 list - square head. ed and meet applicable AVVVVA C223 stan- The tapping sleeve shall be a Smith -Blair, Inc.. style 665 or approved equal. THESE PRODUCT SPECIFICATIONS WERE CORRECT AT TIME OF PUBLICATION. MATERIAL SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. SEE CATALOG BROCHURE CC-620 FOR MORE DETAILS. VISIT SMITH-BLAIR'S WESSITEAT WWW.SMITH-BLAIR.COM TO DOWNLOAD THE MOST CURRENT INFORMATION. tb Ph: 870-773-5127 • Fax: 870-773-5212 • www.smith-blair.com Toll -Free Numbers: Ph: 8007643-9705 • Fax: 800-648-6792 S0ttt4I gUet 30 Globe Ave, Texarkana, AR 71854 • PO Box 5337, Texarkana, TX 75505 2 F 8 8 8 m EXISTING PUBLIC WATER MAIN — 8 — — �" EXISTING PUBLIC WATER MAIN EXISTING PUBLIC WATER MAIN (-2-0200-0 �2-0 — — — — — — — 120-0 — — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 7so-o 0 0� THIS DIMENSION N.T.S. — — — — — — — — — — — — — — — — — — — oI'n DIMENSION I `n THIS DIMENSION N.T.S. THIS DIMENSION N.T.S. .- 4 N.T.S. 202-0 THIS DIMENSION N.T.S. 071 3 3 I ..GATE VALVE 3 =3 I THIS m o DIMENSION> a 0I o N.T.S. a I °- N z THIS DIMENSION N.T.S. 0� N W W Ln o Ca-) � o o a 0 - ao 0 to M N d a N TOS o r TOS 17 0 � a a 054 � ^ � THIS 057 � — — 056 055 � 52 v .- ^ - r- 2 4 4 053 m I j 1 _ o° ^ o °,ti o °Nti I °" '- ,� 202-0 2-0 - 50-0 3 2! O , 1 _ 1 ' » ' " .. 8'1' 8-1- o°,ry DIMENSION E)OS11NG PUBIJC WATER MAIN 4 I 1 1 2 3 2 1 2 1� 2 -- LARCH 81 13 81 A.F.F. �- ARCH 81 3 81 A.F.F. �- ,. » » 0 i a-- — --�-- -- --�— --�----I---��r--- — --- — - -- ---- ARGH 81 13 81 A.F.F. _ I I bT °0�°1 •�III'�II I I II ,'1 ;; i I �'" � 11 I�IIIi (I ,II� I ti°o° II ,•- •i - - -_ .•=--.---o ° O;�-�-�-1� -�-vII� �I �1!IIII I1_i II- I = III1IIII I I 1I 0a3379 II,II fI ((�5 t-t) 3�1b,4 10-814 • ��° IIiIII I IIIfI I 11' j ' I ( II O1Q1'aIII1I ! 5IiI1I I ( f5I II 1SSs51913-0311 _2IIIIIIIIII fII I I I I IIIIIIIII f iI I(II;I Ss1 ; IIII1fI►II II I I( I( f I( 1 ,i 0OSSs2s1 0 , 'II1II - • • �_5�0.00 10�930� �w � hen suppl,ied wit�h w�at ' eI r . -at 6a i rate of 277.2 op m— at O4667.4 osi( NOoa' 0I. t . Gt�hAeT E b aVALVE 4 N 2 10-734THIS DIMENSION N.T.S. 02,0 .F11e 0 A. F. F 114 THIS DIMENSION N.T.S. -2 f4 412514 3_ 1- SEE UNDERGROUND FIRE LINE ei �1 DRAWING BELOW FOR x r - qz�' INDETAILS FDC STRAIT 4x2.5" 114 114 I I12 0DI2 14 114zl 114, 9-71 0 3-6 3-3 11-2 10-7 87 a, THIS-3-8 1 '6I` 8-9 2-5 11-2 19-0 1-9 BELL DIME e9 N riS sIOeN N.T.S. 'GATE VALVE UPRIGHT SPRINKLER FOR ABOVE GETTING PROTECTION i 5-014 1 9-334 i 1 e-8 TYPICAL I 1 1 Source Information 0 300-0 Date of Flow Test / Info: 01-07-14 /7777777 ? Location of flow test dataUPRIGHT SPRINKLER FOR PROTECTION UNDECONDI IT 912 W. MAIN ST. LA PORTE, TX 77571 THIS DIMENSION N.T.S. Source of flow test data: HYDRANT FLOW TEST Source Data Points ressure Flow El 58.0 0.00SPAOVE ILING 6-TO FIL DWITH INSULATION h i i NO SPRINKLERS ABOVE CEILING co 1 1 10t, 7 �2 2 2 2 11+ + 912 WMAIN ST. 12REQUIRED IN THIS ROOM susoresgnrea3-6 3-3 7-514 -834 -1 11-2 19-0 1 This system as shown on SIMPLEXGRINNELL SCR-0659 company print no dated 01-13r-. Calculation 140- 0 for THE GATES at 912 W. MAIN ST. 0 5 contract no 975393101 is designed to discharge at a rate of 0.15 gpm/ft2 (Umin/m') of floor area over -C� % Za maximum area of 1503 ftI I Hose stream allowance of is included in the above. ICb Occupancy classification: OH 1 K MR Commodity classification: Number of heads flowing: 130 System Type WetUPRIGHT ER COND! ON UNIT Maximum storage height: Maximum velocity: 15.77 fsros 06 I N I i 5-014 8-1134 Storage arrangement: 1 o„ A.F.F. TO TH DECK Flow from In -Racks sprinklers: 0 gpm Pressure Required at Source: 47.4 psi OPEN I Flow from Overhead sprinklers: 277.2 gpm Pressure Available at Source: 55.9 psi UPRIGHT SPRINKLER FOR' PROTECTION UNDER COND N UNIT Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 8.5 psi Flow from Outside Hoses: ogp Other fixed flows: 0 aomm _Total flow in system piping: 277.2 gpm Additional flow at/beyond source: 250 apm 1'�'4Total of all flows: 527.2 gpm � 11 0 A.F. 70114 114 112 2 2 2 9-73 2 121 3-6 3-3 10-7 i 4 4-114! 2-9 12 i 6-1114 4 4 -,34 50t4 i ! I 11-2 -7 11 2 11t2 i9-00-9 1' 0" A.FF tK 34 7-10 10' 0" A.F.F. 0-1034 16 1 70 -311 o A.F. to N 'ti°' ry4 1' 0" A.F.F. o-10 3 � N 211 114 1121 2 2 2I 2 2 1129-73ile,2�,I 114 114 GIT Y -4 14 - - - - 34 -1112 1-212 -6 � 3-3 10-7 -7 11-2 11-2 19-0 0 -Q5-24\a 0s141 C 0 P V U F 0-104 BALD\VALVs 4HB SOI N/'IK TO THE SYSTEM A INSPECTOR TEST SECTION A IF THE APPROVED PLANS 4 ARE MODIFIED, A NEW SUBMITT L TO THE CITY IS REQUIRED PRIOR �J z EXISTING 4" CITY WATER MAIN 4" TAPPING SLEEVE AND VALVE PER CITY OF LA PORTE NORTH 8TH STREET RETAINER GLANDS SHALL - - BE PROVIDED ON ALL MJ FITTINGS. 4" C-900 CLASS 150 PVC UNDERGROUND FIRE LINE (APPROXIMATELY 50') UNDERGROUND FIRE LIME 1 /4"=1'-0" FDC STRAIT 4"x2.5" � o FLOW SWITCH Go FDC 90 FROM FDC 4» AMES Cd.T 4 =08FG BAO(UW PREVENTER� W/ GROOVED BUTTERFLY VALVES AND TAMPER SWITCHES of GR 90 j CV-1 FIR Check DUCTILE IRON PIPE 4 1BFV-N \\\ �O SUPPLY 4 N FLOW SWITCH PRESSURE GAUGE CHECK VALVE DRAIN j- PRESSURE GAU050 BUTTERFLY SHUT OFF VALVE o51 SCALE 1 /4" = 1 ' — 011 r MM GR 90 24' 6' 8' 10' 12' 14' 16' 18' 2 0' SECTION B M.J. so CLASS 150, C-900 RISER DETAIL PVC UNDERGROUND PIPE UNDERGROUND NOTES 1. UNDERGROUND PIPING INSTALLATION IS TO COMPLY WITH CITY OF LA PORTE AND NFPA 24. 2. UNDERGROUND PIPE SHALL BE RODDED &/OR THRUST BLOCKED PER N.F.P.A. 24. 3. UNDERGROUND PIPE SHALL BE C-900 CLASS 150 PVC. UNDRGROUND PIPE SHALL BE DUCTILE IRON UNDER BUILDING AND TO 5' OUTSIDE BUILDING SLAB. 4. FITTINGS SHALL BE MECHANICAL JOINT. 5. MINIMUM BURY SHALL BE 2'-6" TO 36". 4" DUCTILE IRON UP TO MJ FLANGE AND TRANSITION TO STEEL PIPE ABOVE GRADE INTO BUILDING WET FIRE SPRINKLER RISER EXTERIOR BUILDING WALL 054 053 EXISTING BUILDING TO BE SPRINKLERED BRANCH LINE V x .A,owe (W KM) '/1• GG E. INa-Y FAPPLL 7• X omp 0-(Nz KM) MMM uc �f x 1/r La poce T TYP. RETURN BEND ASSEMBLY THIS SUBMITTAL IS FOR UNDERGROUND FIRE LINE ONLY. OVERHEAD FIRE SPRINKLER PIPING HAS BEEN APPROVED AND PERMITTED SEPARATELY. OVERHEAD PIPING ON THIS DRAWING IS FOR REFERENCE ONLY. FIRE SPRINKLER SYSTEM NOTES: - ALL MATERIALS AND DEVICES SHALL BE UL LISTED AND/OR FM APPROVED FOR FIRE PROTECTION USE AND IN ACCORDANCE WITH NFPA #13 2010 EDITION. - 1, THRU 2" PIPE TO BE SCHEDULE 40 BLACK STEEL, ASTM A135 WITH THREADED ENDS AND THREADED IRON FITTINGS, WHERE UTILIZED IN TREE SYSTEM. -.2-1/2" THRU 4" GROOVED PIPE TO BE SCHEDULE 10, ASTM A135 OR A795 WITH ROLL GROOVED ENDS AND GROOVED TYPE FITTINGS U.N.O. - ALL THREADED FITTINGS TO BE STANDARD CAST IRON BLACK. - ALL GROOVED FITTINGS AND COUPLINGS TO BE DUCTILE IRON. - ALL CROSS MAIN OUTLETS TO BE SHOP WELDED FEMALE THREADED OUTLETS, OR LISTED ROLLED GROOVED SCHEDULE 40 OUTLETS. WELDING TO BE DONE BY A CERTIFIED AR-3 LEVEL WELDER. FIELD MODIFICATION TO BE DONE BY INSTALLATION OF MECHANICAL TEES THREADED OR GROOVED. - ALL HANGERS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA #13, 2010 EDITION. SEE HANGER DETAILS FOR THEIR COMPONENTS. - ALL NEW PIPING TO BE TESTED PER NFPA 13, 2010 Beam Clamp - INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA #13 2010 EDITION. a� V) - Y A.T.Rod EXCLUSIONS , - THERMOSTATICALLY CONTROLLED HEAT, WHICH SHALL BE PROVIDED BY OTHERS, SHALL BE THROUGHOUT AREAS WITH WET PIPE SPRINKLER SYSTEMS TO PREVENT THE WATER FILLED PIPE FROM BEING EXPOSED TO FREEZING TEMPERATURES. AREAS SHOULD BE KEPT AT A TEMPERATURE ABOVE 40' FAHRENHEIT. - ELECTRIC FIRE ALARM SYSTEM AND/OR ELECTRICAL DEVICES THAT SHALL BE HANGER DETAIL - ATTACHED TO THE FIRE SPRINKLER SYSTEM SHALL BE PUT IN SERVICE BY OTHERS. - PAINTING OR PRIMING OF SPRINKLER SYSTEM PIPING, DEVICES, HANGERS, ECT...AND TEMPORARY PROTECTION OF SPRINKLER HEADS AND DEVICES FROM PAINTING OVER SPRAY TO BE PROVIDED BY OTHERS, IF REQUIRED. ,Comply reviewed these plans and certify that they comply with the adopted NFPA standards. SIMPLEXGRINNELL, LP 8323 N. ELDRIDGE PKWY, #120 HOUSTON, TEXAS 77041 (281) 671-3300 RME - Signature: Printed RIME Name: [4 IN (4 RIME - DATE - " I L4 OAS -BUILT [SUBMITTAL ❑OTHER PLAN NORTH NZo sw xZw��ocnLL� x� wW-N5-W¢>_2< =0 �0Cncao0 w~=a0aoo3o =Of Z=VO�ujNx(CWLz U) WZZwww!=O Lj Lu Qa rn � �Z�xZc�c7=�� Zao � O �� wg3a>_ag ��CLa�? W 0wo�� o o M_!�LU j= o O 25F=� Z P=ZZo}�N=�oLU ��w w Z Z a � mw��Wo�� 5D a. �/ OZgOagvw�=�Zao � ��HLLOo:LLw ZwZu�� N O 4a�?�ztia0v,z�-tea C�~�~Nwzvwi=c�aZwai� o G F-ZCD U��LLir app~H U O�wO�aOrr��rF--}Q ��o�WowJu'�F-n3 xocnaW��=No�wwz pwmnToe z~�NOZZzu�a� O O V , Q W Z �O��Y U)Cif M~wU w c7m-,0y ¢� VWZZd' LLF-mZrU�w LU m¢08w6¢�s�zzz�j z 0 a 0 o? W z O> W W b 0 w U W wLL. ca EL r� OM JU N = 09 it Lu 0 0 U U LU a UL ) > .-J lie w Za �LOL W X Vi a. ~Cn vJ zCO N 2 �• LL a W � ! W N tV = z W W z LL0� � W J o F- Y 0 _z w a a 0 � EE O J z M M M �, O M Y, LU O W Q Q ti L0 ti 0 d Q IV N GV `; U) o 0 X i- 0 W C0 c Q 0 X LJJ L: y Z ii J N Cj U � N m o W tY � 0 J LL_ 0 LL0 o C 4 CD U U) ED U J O p Z W Z LU O .� .I- �CL C 4 oX CM J � LLU LO M LU o C.2 LOU Q �QU CODU 0 a Lu rr - �' a �' S 8 8 EXISTING PUBLIC WATER MAIN 8 EXISTING PUBLIC WATER MAIN 8 EXISTING PUBLIC WATER MAIN _ _ _ — — — �2-0-200-0 �2-0- THIS DIMENSION N.T.S. — — — — 120-0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 780-0— — — — — — — — — — — — — — — — — — — 0 0� ao) LO � THIS MI THIS DIMENSION N.T.S. THIS DIMENSION N.T.S. 058 DIMENSION r.. 4 N.T.S. Z — — 07o a 202-0 THIS DIMENSION N.T.S. � I z z o I �M � 071 LO - - 3 `I'.4 ml 3 *..GATE VALVE II THIS � m o DIMENSION m z a Colo N.T.S. Q- I 0 z N z THIS DIMENSION N.T.S. oil- W 0 N l N O 1 I' w w�0o � O00 i O lM la O TOS 7 O - - - N N N N N N J TOS177 071 THIS k 054 057 056 055 a O 52 �ti ~ �ti — m _ o'�° o'`° l N.T.S. DIMENSION L_ 2 4 a 4 ^ - _ �i -- II I IARCH 8'1�13' 8202-0 2-0 50-0 3 2 21 31z 2-1z ---DOS11NG PUBLC WATER MAIN —�I =� 5 .s.GATE VALVE 10-814 11-034 I 10-734ck 5^-314 2 I i THIS DIMENSION THIS DIMENSION N.T.S. 2�2 a�0 1 - I 11' 0' A.F. 11' 0" A.F.F E o �` "� N N I J, O 12-412 114 O I 4 ! I ! ! ( ! ! 12-514 _ _ _ _ o S D ENSION N.T.S. I 7� - - ! ! ! ! ! ! ! ! ( ! ! SEE UNDERGROUND FIRE LINE 8�z � �� - f � •� I �� 1-�1 M 34 1 4 ; � „�i DRAWING BELOW FOR i h h ,� ! - ! ! ! ( ! ! I I ! Col00 DETAILS FDC STRAIT 4"x2.5" O I 1 I 114 ! - 114 N 112 11z 7 2 .. 2 .. 2 �12 .. 114 .. 114 114. ,. 1 1 °1 1 THIS 8-8 1-6"---- ( 8-9 j 2-5 3-6 I 3-3 I 11-2 ( j 10-7 I &,, I 11-2 I 1-7 I 9-7 I 19-0 1-9 I DIMENSION BELL 1 0 N.T.S. 41..GATE VALVE 0 �N UPRIGHT SPRINKLER FOR I ' j ! ! ! I I ! ! ! I 15-014 I 9-334 1 ! ABOVE CEILING PROTECTION N I Source Information 0 `T 0 300-0 TYPICAL ( M ! ( ^ ! ! I I ! ! ! ! ! ! I Date of Flow Test/ Info: 01-07.14 Location oflow test data UPRIGHT SPRINKLER FOR PROTECTION UNDER CONDI IT 912 W. MAIN ST. LA PORTE, TX 77571 THIS DIMENSION N.T.S Source of flow tes! ! ! ! ! I ! ( ! ! ! I data HYDRANT FLOWtTEST -- _ - Source Data Points Pressure Flow I 58.00 0.00 50.00 1093.00 SPACE ABOVE CEILING VTO ,� 1 6 FILLED WITH INSULATION ! 3 �, - -- NO SPRINKLERS ABOVE CEILING co I 1 10 , 4 Dc - I �ti 2 2 I 2 I 2 1 2 i 2 z - 1 1 4 I 1 114 I 1 1 Calculation results for Design Area 1 - 912 W.MAIN ST. REQUIRED IN THIS ROOM = I bN n 3-6 I 3-3 I 7-51 4 13-834 ! 10-7 ! ' 7 I 11-2 ! ! 11-2 I ! 9-0 This system as shown on SIMPLEXGRINNELL SCR-0659 company print no dated 01-13- for THE GATES at 912 W. MAIN ST. 0- - h -1 �. v 0A14 6 0 - o I contract no 975393101 is designed to discharge at a rate of 0.15 gpm/ft2 (Umin/m2) of floor area over C ! �ry Cq i 0 5 T I ! N ! „ ! i I ! ! ! ! ! ( a maximum area of 1503 ft2 when supplied with water at a rate of 277.2 gam at 47.4 psi at the base of the riser. I - 7 •� .� o I r- to i ! ( ! ! , Hose stream allowance of is included in the above. Cl Co i - b/ I •d ! ! I ! ! 1 Occupancy classification: OH 1 Number of heads flowing: 13 F1�, ( p ! ! ! I ( ( ( ! ! Commodity classification: System Type: Wet s 1 - � !- " "-' _ _UPRIGHT ER COND) ON UNIT � 1 � 1 Maximum storage height: Maximum velocity: 15.77 fv - I ! ! ! ! ! Storage arrangement: I ! j I N I 5-014 1 8-1134 1 T0S sol ! ! ! 11' 0" A..F. ! b ! I ! ! OPEN TO TH� DECK ! ! ! ! I Flow from In -Rack sprinklers: 0 ggpm Pressure Required at Source: 47.4 psi 1 Flow from Overhead sprinklers: 277.2 m Pressure Available at Source: 55.9 psi I o I ( I ! ! ! I ! I Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 8.5 psi I I UPRIGHT SPRINKLER FOR PROTECTION UNDER COND N UNIT 1 ! Flow from Outside Hoses: 0 gpm! ! ! ! ! ( Other fixed flows: 0 gpm Total flow in system piping: 277.2 gpm Additional flow Total of all flows beyond source: 527.2 gpm ,ry '' M _ !( " �.'F.o11' o_ h�!! v I I1039 114 O2 2I! ( ) 2 2 1$I 5 2^V- S9 I! 114 I! S8 I! 114114 2 1 i 4-6-134 5 014 10-7 4 4-114 2-9 p`1z 4 -7 11-2 11-2 9-0 S6 0-9tK ! ! ° 1 1 I 11' 0" A.F.FK► i'ry 6` 1-034 d� s ! ! 10' 0" A.F.F. 0-1034 ! 11' 0" A.F. o LO 1 !., tK °1 11' 0" A.F.F. tK 0-103 4 CV Diry r. I I it I I 037 ( 11) I ( i OOt I ! ! 1 I 114 O� 114 1121 2 O( I`. 2 .- O ° 9-734 .- O / 4-114 114 2-3 - - 4 - 34 ' ! ! j 0-103 4 I , TOS 7 0 i 0 WS01 055 NORTH 8TH STREET 1 2 I 2 1 2 ! 2 I -1112 ! ,t-212 3-6 1 o 3-3 I � ,! � N I I I I 1 6 OtK I I ! CD• ' z J �— m Q � �z W — J = J LMMLI Q W EXISTING 4" CITY WATER MAIN i RETAINER GLANDS SHALL BE PROVIDED ON ALL MJ FITTINGS. 4" C-900 CLASS 150 PVC UNP-- -'ND FIRE LINE (APPROXIMATELY 50') e TAPPING SLEEVE AND VALVE PER CITY OF LA PORTE UNDERGROUND FIRE LINE FDC STRAIT 4"x2.5" ! .. 2 11 z ,. 1 10-7 -7 i ! I I 1 TO THE SYSTEM FLOW SWITCH �o m FDC FROM FDC 4• AM COLT-, 4 C200EFG BAWIDW PREVENTER W/ GROOVED BUTTERFLY VALVES AND TAMPER SWITCHES `r GR 90 00�1 CV-1 FIR Check DUCTILE IRON PIPE r 4 �BFV-N o SUPPLY 4 N SECTION B M.J. 90 4" DUCTILE IRON UP TO MJ FLANGE AND TRANSITION TO STEEL PIPE ABOVE GRADE INTO BUILDING WET FIRE SPRINKLER RISER EXTERIOR BUILDING WALL 054 053 EXISTING BUILDING TO BE SPRINKLERED I 114 I 114 1 1 11-2 I I 11-2 I 1 9-0 I I ! ! ! 1-I1 t M n ui O� _ R. INSPECTOR TEST 5'CM c FLOW SWITCH PRESSURE GAUGE CHECK VALVE o50 DRAIN a ° PRESSURE GAUG 1 f1 BUTTERFLY SHUT OFF VALVE 051 SCALE 1/4" = 1'-0" GR 90 2' 4' 6' 8' 10' 12' 14' 16' 18' 20' CLASS 150, C-900 RISER DETAIL PVC UNDERGROUND PIPE UNDERGROUND NOTES 1. UNDERGROUND PIPING INSTALLATION IS TO COMPLY WITH CITY OF LA PORTE AND NFPA 24. 2. UNDERGROUND PIPE SHALL BE RODDED &/OR THRUST BLOCKED PER N.F.P.A. 24. 3. UNDERGROUND PIPE SHALL BE C-900 CLASS 150 PVC. UNDRGROUND PIPE SHALL BE DUCTILE IRON UNDER BUILDING AND TO 5' OUTSIDE BUILDING SLAB. 4. FITTINGS SHALL BE MECHANICAL JOINT. 5. MINIMUM BURY SHALL BE 2'-6" TO 36". Cc" __UPM( ff M+noaam BRANCH LINE ,• X AMMW„ IN a-f rMwrs ,•XMW !RANCH UK X ,/f RC. /l poem SUSP04 m m.r,o TYP. RETURN BEND ASSEMBLY Beam Clamp 41 to A.T.Rod L -- HANGER DETAIL .,..BALL VALVE THR O I SECTION A Iz- Itf -� FEB 14 101 ' THIS SUBMITTAL IS FOR UNDERGROUND FIRE LINE ONLY. OVERHEAD FIRE SPRINKLER PIPING HAS BEEN APPROVED AND PERMITTED SEPARATELY. OVERHEAD PIPING ON THIS DRAWING IS FOR REFERENCE ONLY. FIRE SPRINKLER SYSTEM NOTES: -; ALL MATERIALS AND DEVICES SHALL BE UL LISTED AND/OR FM APPROVED FOR FIRE PROTECTION USE AND IN ACCORDANCE WITH NFPA #13 2010 EDITION. - 1" THRU 2" PIPE TO BE SCHEDULE 40 BLACK STEEL, ASTM A135 WITH THREADED ENDS AND THREADED IRON FITTINGS, WHERE UTILIZED IN TREE SYSTEM. - 2-1/2" THRU 4" GROOVED PIPE TO BE SCHEDULE 10, ASTM A135 OR A795 WITH ROLL GROOVED ENDS AND GROOVED TYPE FITTINGS U.N.O. - ALL THREADED FITTINGS TO BE STANDARD CAST IRON BLACK. - ALL GROOVED FITTINGS AND COUPLINGS TO BE DUCTILE IRON. - ALL CROSS MAIN OUTLETS TO BE SHOP WELDED FEMALE THREADED OUTLETS, OR LISTED ROLLED GROOVED SCHEDULE 40 OUTLETS. WELDING TO BE DONE BY A CERTIFIED AR-3 LEVEL WELDER. FIELD MODIFICATION TO BE DONE BY INSTALLATION OF MECHANICAL TEES THREADED OR GROOVED. - ALL HANGERS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA #13, 2010 EDITION. SEE HANGER DETAILS FOR THEIR COMPONENTS. - ALL NEW PIPING TO BE TESTED PER NFPA 13, 2010 - INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA #13 2010 EDITION. EXCLUSIONS - THERMOSTATICALLY CONTROLLED HEAT, WHICH SHALL BE PROVIDED BY OTHERS, SHALL BE THROUGHOUT AREAS WITH WET PIPE SPRINKLER SYSTEMS TO PREVENT THE WATER FILLED PIPE FROM BEING EXPOSED TO FREEZING TEMPERATURES. AREAS SHOULD BE KEPT AT A TEMPERATURE ABOVE 40' FAHRENHEIT. - ELECTRIC FIRE ALARM SYSTEM AND/OR ELECTRICAL DEVICES THAT SHALL BE ATTACHED TO THE FIRE SPRINKLER SYSTEM SHALL BE PUT IN SERVICE BY OTHERS. - PAINTING OR PRIMING OF SPRINKLER SYSTEM PIPING, DEVICES, HANGERS, ECT... AND TEMPORARY PROTECTION OF SPRINKLER HEADS AND DEVICES FROM PAINTING OVER SPRAY TO BE PROVIDED BY OTHERS, IF REQUIRED. I have reviewed these plans and certify that they comply with the adopted NFPA standards. SIMPLEXGRINNELL, LP 8323 N. ELDRIDGE PKWY, #120 HOUSTON, TEXAS 77041 (281) 671-330 SCR--0659 RME - Signature. Printed RME Name: RME-4114Ti.(3� DATE-C'&'- (17 ❑ AS -BUILT [}SUBMITTAL ❑ OTHER PLAN NORTH �WLLjWL]CCJWD,r CL' ~W,~-)2lWiW SF=- Wz�¢I—aW20wU' 00 ZLLjmZ =O� ZF =10 g M X Uj I.J� w�ZcnO��f�m� aaJ W � W�z�W3zaF� ZW W w o - a cn ¢Za=zvo�� Zao U) QF- �' OW ZQLLN�W¢ =WW LU OOV O p M=Q f'- 0 �.pz=CL'PWZW'QO~"ZwWWmW�¢zu�Nj,Q�NLL,Y a O zi6U§8TRi=_!�M UJ ZWOZlwO- -R =0W0 J ""ZUW Z ZOW N J LLZ Z Z z�J~zO�moO�WOp� c6 CL � ��Zoo�oa"'w��►c� � ^O o��r��Lz-rylaa o N L UCrF-�Ow� _Wj W U �0��=xQcwi'��wwWz oWm2,=zai�=��zo OF-0-103-=uwjzzon z0�001pU�=QyLU NLL,WIYL W z RW==Qyy LL¢��U Qwn-u'- OJJW�O,,,_> �80¢cW2-0=o JW¢ m¢oUcna=J�zzz�> z a IX U rn w 0 �z 0 j w IX W W n I. O z J Q � LL � LL V) W J � N 5 0Z ZW 0 U U jy WW � v J � H ¢ Z W W N �LnL Y co L.L C/) Cn z r- H CO W LL: LLj zMC �0? W z U Co W J Y z O z r- CD z EE Lu Wa CL N 01 1 1 1J H z"' O LO M LO W O z 0 ~� m o a ao W Y Q a NW W N N co O 0 U X I- W o cn z LU ~ � O c a. 1,, � V LLFt J ca O 'U m Q Q W o LL 0 w L0 M u a CD wC J g Z Z ZQ W o Na Cn W N i LU u-) rn LL ¢ GO �n W 0 0 O N ts t5 Z z Q -�QU UU U POSE LRAE S -- LA PORTE FIRE MARSIIAVS POLICE OFFICE "PLAN REVIEW"' Date 02/17/2014 Business Name The Gates Address 912 West Main Type of Review Under -Ground Fire Protection Contractor Simplex Grinnell Reviewed by Clif Meekins, Fire Marshal. Approval I YES 41 The llpplicsot shall ba responsible to enwn du design specifications and pane are compete and In eonglianee with m. requirawna set form In the 2005 In amdtional Fin Code pFC) and Local snnMnents as wen a me applicable Meveneed Standards listed In Chapter 45 of me 2005 IFC. This plan review Is not Intanda i to be fully Inclusive as other requinnents my be Imposed as warranted by the Fin Marshal or as deemed necessary during one to Inspections by me Fin Members Office. I) A person licensed through the Texas State Fire Marshal's Office to install Fire Sprinkler systems (RME-G and/or RME-U) shall be onsite during all phases of installation and during the Fire Marshal's inspection. 2) The Fire Marshal's Office approved set of Fire Sprinkler Plans, manufacture's product data sheets on all equipment being installed, and the installation permit are to be on site for all Fire Marshal's Office inspections. The On -Site Installer shall have a current State license, on his person, while on the job site. 3) The fire sprinkler piping shall not be covered up prior to the Fire Marshal's Office visual inspections of the piping. If the piping is covered, and the inspectors cannot inspect as is required by Fire Code, all of the obstructions will be required to be removed. NO EXCEPTIONS! 4) Inspection Requirements: A minimum of three (3) inspections shall be required for underground piping serving sprinkler systems and/or private hydrants: 1) Pre -pour inspection; 2) Hydrostatic testing; 3) Flush inspection. a. Pre -pour inspection: Thrust block excavation shall be completed, but thrust blocks shall not be poured. All pipes shall be in place and exposed for visual inspection. Pipe shall be laid on a minimum six-inch bed of clean sand. Trench shall be of a sufficient depth to allow the required cover above pipe. b. Hydro Testing: Thrust blocks shall be in place. Pipe shall be center -loaded with clean sand to prevent uplift, but all joints shall remain exposed. The system shall be hydrostatically tested at 200 psi (or 50 psi over maximum static pressure, whichever is greater) for a duration of at least two hours prior to the arrival of the inspector and shall be holding pressure when inspector arrives. The flush and hydro inspections may be scheduled concurrently. c. Flush inspection: All portions of the underground system shall be flushed to remove debris prior to connection to overhead piping. Flow shall be through a minimum of a four -inch hose or pipe, unless otherwise approved by the inspector prior to scheduling the flush. Close or pipe shall be restrained to prevent injury and damage. The flush and hydro inspections may be scheduled concurrently. 5) Contact the Fire Marshal's Office 24hrs in advance (prior to cover-upl�chedule a Fire system inspection. 125 South 3"' Street, La Porte. TX 77571 "Office: 281-867-4603 " Fax: 281-867-4629 CITY OF LA PORTE 604 W FAIRMONT PARKWAY I► Jl LA PORTE, TEXAS v �" m LA PORTE TX 77571 CERTIFICATE OF OCCUPANCY PERMANENT TE-A P"5 i Issue Date ......................... 5/2/2014 Parcel Number .................. Property Address ............... Subdivision Name ............. Legal Description .............. Property Zoning ................ Owner ............................. Contractor ....................... Application Number......... Description of Work ........ Construction Type .......... Occupancy Type .............. Flood Zone ...................... Approved ....................... 023-185-000-0014 912 W MAIN ST LA PORTE LTS 14-18 & 19 BLK 52 LA PORTE MAIN ST. DIST OVERLAY CAMPISE & BERTUGLIA INV LLC BEYOND CONSTRUCTION 13-1795 REMODEL _ METAL FRAME _ ASSEMBLY X --- — Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL LIN SQL -TlbWM DATE- RES ULT " INSPECTOR'K�MAWS -g� I Mill FAXED: T POLE CONST ELEV CERT recv'd (if In AEIVE zone) FORM SURVEY (if applicable) GROUND PLUMBING PIERS SLAB/FOUNDATION WATER SERVICE LINE SEWER I ELEC UNDERGROUND (if applicable) COVER-UP 'gLe- wr-LL LEAD TEST BRICK TIE DRIVEWAY SIDEWALKS FINAL DRAINAGEIGRADING FINAL ELEV CERTIFICATE RECEIVED: ELEVATION SHOWN FOR TOP OF FINISHED FLOOR IS: REQUIRED BFE: IS THE ELEVATION SHOWN 12" OR MORE ABOVE BFE: (YES) OR (NO) FAXED:i GAS FINAL FAXED: ELECTRIC FINAL 1-3-13 Faxed; 1-3-14 electr"Co.1 scwce 12-31-13 NO T-cl te*f-er ecqvircd. OTHER (patio, lawn ;prinklers, etc.) A MULU44 WIL -INAL -C 44,-U co q(j 714 � 4^-' rv-jc_ C-it" eu^- pJL� /j U/) C 1 1 l l COMMERCIAL W & S WORK ORDER:.." DATE NEW 1 �Y11ADD�IIC�N ADDRESS 1 7 S�- LEGAL DESCRIPTION � OWNER Le�1cl2 S�`GY�sL- PH#\3 �nLil �A- CONTRACTOR'3� �o c� DATE ADDRESS REQUEST (COPY REC/D FROM ENGR.) f /vk�rn ZONING CLASSIFICATION T �( FLOOD ZONE (PER ENGINEERING) BLDG. PLANS SUBMITTED - UTILITY EXT. AGRMT REC'D Y OR N BLDG PLANS REVIEWED BLDG. PERMIT RELEASED FOR ISSUANCE PERMIT # FEES PAID WATER FRONT Yr. FEES SEWER FRONT FT FEES WATER TAP SEWER TAP T BUILDING PERMIT l3 ' «`1 S 93�1• S� PLAN REVIEW FEE 1 a ELECTRICAL PERMIT TEMPORARY POWER POLE � 25 PLUMBING PERMIT MECHANICAL PERMIT S:\CPSba e\Iwpectiow\COIvIDJERCIAI,WSP SHEETAoc F\ t Q S J 6 to jam\ A PREPARED 5/02/14, 11:27:41 INSPECTION TICKET PAGE 2 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 5/02/14 ------------------------------------------------------------------------------------------------ fA'DDRESS 912 W MAIN ST SUBDIV LA PORTE CONTRACTOR BEYOND CONSTRUCTION PHONE (832) 556-3768 OWNER CAMPISE b BERTUGLIA INV LLC PHONE . PARCEL 023-18_5-00_0=0014 fAP'P'L NUMB'EA _ _l_.i-00.004-].9�S—R6M O,D.E,L`COMM ER C-I-A,L----) ------------------------------------------------------------------------------------------------ PERMIT: CR 00 BLDG PERMIT -COMMERCIAL REMODEL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ GRPL 01 12/16/13 MR PLBG. PLUMBING, GROUND TIME: 13:00 12/16/13 AP plbg ground. no name 832-641-3434 GROUND PLUMBING INSP PASSED PER DENNIS FITCH. WLCO 01 12/31/13 OF BLDG, WALL COVER TIME: 13:00 12/31/13 DA Wall Inspection Edwin 281-804-9557 13-1]95 --Requested around 3p.-- TCI LETTER REQUIRED. DF NLCO 02 1/14/14 OF BLDG, WALL COVER TIME: 17:00 1/14/14 AP ELEC WALL COVER EDWIN - 201-804-9557 EARLY AS POSSIBLE WALL COVER INSP PASSED PER DENNIS FITCH. INSPECTOR NOTE: PARTIAL SOUTH SIDE WALLS - ELEC/FRAMING ONLY. CVUP 01 1/21/14 DP BLDG, FRAMING - COVER UP TIME: 08:00 1/21/14 AP RICK SANCHEZ 832-556-3768. PLEASE CALL WHEN HEADING FOR INSPECTION. APPROVED PER OF CECO 01 2/28/14 MR BLDG, CEILING COVER TIME: 13:00 3/03/14 AP CEILING COVER RICK 832-556-3768 approved per mr. MISC 01 4/09/14 MR MISCELLANOUS INSPECTIONS TIME: 08:00 4/09/14 AP RECEIVED 4/8/14 O 3:55 RICK 832-556-3768 COURTESY PER DWAYNE MENAGER MISC INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: CHECKING CHANGES ON THE PLANS BLFI 01 4/29/14 DF FINAL, BUILDING TIME: 08:00 4/29/14 DA RECEIVED 4/29/14 O 1:38 RICK 832-556-3768 FINAL FINAL FAILED PER DENNIS FITCH. INSPECTOR NOTE: SEE NOTICE 1. VACUUM BREAKER REQUIRED ON HOSE BIBS. 2ADDRESS REQUIRED FOR ELEC DISCONNECTS 3. REST ROOM SIGNS AND DOOR HARDWARE 4. FMO APPROVAL 5. FINAL ENERGY INSPECTION 71— R'E'C'E'I'V'ED 5/ 2/ 1 4 0 9: 5 1 RICK 832-556-3]68 FINAL ------------------------------------- COMMENTS AND NOTES 411r-A 4q rT\ PREPARED 4 / 3 0 / 1 4 , 1 7 : 4 7 : 2 2 INSPECTION TICKET PAGE 1 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 5/01/14 ------------------------------------------------------------------------------------------------ ADD,R.E.S.S_�.—+�9.1.2_W—MA.LN—ST SUBDIV: LA PORTE CONTRACTOR SIMPLEKGRINNELL, LP PHONE (281( 671-3364 OWNER NEHPAITH DEVELOPMENT LLC PHONE . PARCEL 023-185-000-0014 ---00000'0"8'9 FI'R'E-----'---ERA ---------- ________________________________________________________________________________________________ PERMIT: FSPR 00 BLDG PERMIT -FIRE SPRINKLER REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------------------------------------- M ____________________________________________________ Pd-N•A.L-.—B.U.I.LD.I,N,G—LI.M.E-:-0.8-:-0.0 RECEIVED4 0 ARMANDO 713-545-6853 3:25 `\ FINAL REQUESTS 10 :�0�0 p �Q��L,1e� ______________________________________ COMMENTS AND NOTES _ - -_ -- ----- - - - - ---_.--______-______ L_� , City of La Porte OF JOBADDRESS INSPECTION TYPE: /t ` DATE:` 14; THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made r before the job will be accepted 1 C (, L 41 IOG Ld t4 _CV i �V1 y10S C y10S C 1{J It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made call 281-470-5130 For additional information call 281-470-5073. PRESS HARD.- USE BALL POINT PEN PREPARED 4/29/14, 7:23:07 INSPECTION TICKET PAGE 3 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 4129/14 ________________________________________________________________________________________________ ADDRESS 912 W MAIN ST SUBDIV: LA PORTE CONTRACTOR BEYOND CONSTRUCTION PHONE (832) 556-1768 OWNER CAMPISE 6 BERTUGLIA INV LLC PHONE . PARCEL 023-185-000-0014 APPL NUMBER: 13-00001795 REMODEL. COMMERCIAL ________________________________________________________________________________________________ PERMIT: CR 00 BLDG PERMIT -COMMERCIAL REMODEL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS _______________________________________________ ------------------------------------------------- GRPL O1 12/16/13 MR PLBG, PLUMBING, GROUND TIME: 13:00 12/16/13 AP plbg ground. no name 832-641-3434 GROUND PLUMBING INSP PASSED PER DENNIS FITCH. WLCO 01 12/31/13 DP BLDG, WALL COVER TIME: 13:00 12/31/13 DA Wall Inspection Edwin 281-804-9557 13-1]95 --Requested around 1p.-- TCI LETTER REQUIRED. DF WLCO 02 1/14/14 DF BLDG, WALL COVER TIME: 17:00 1/14/14 AP ELEC WALL COVER EDWIN - 281-804-9557 EARLY AS POSSIBLE WALL COVER INSP PASSED PER DENNIS FITCH. INSPECTOR NOTE: PARTIAL SOUTH SIDE WALLS - ELEC/FRAMING ONLY. CVUP O1 1/21/14 DF BLDG, FRAMING - COVER UP TIME: 08:00 1/21/14 AP RICK SANCHEZ 832-556-1768. PLEASE CALL WHEN HEADING FOR INSPECTION. APPROVED PER DF CECO O1 2/28/14 MR BLDG, CEILING COVER TIME: 13:00 3/03/14 AP CEILING COVER RICK 832-556-3768 approved per mr. MISC 01 4/09/14 MR MISCELLANOUS INSPECTIONS TIME: 08:00 4/09/14 AP RECEIVED 4/8/14 0 3:55 RICK 832-556-3768 COURTESY PER DWAYNE MENAGER MISC INSP PASSED PER MARIO RAMOS. - INSPECTOR NOTE: CHECKING CHANGES ON THE PLANS B LFI 01 4 / 2 9 / 1 4 DM FINAL, BUILDING TIME: 08:00 '- RECEIVED 4/29/14 0 1 38 ---------- RICK 8 3 2 - 556 -376 8 FINAL n 1 viprov -------------------------------------- COMMENTS AND NOTES ---- w 0 Tschappatt, Vickie From: Tschappatt, Vickie Sent: Tuesday, April 29, 2014 7:54 AM To: Wise, Sandra Cc: Capstin, Krystle; Hernandez, Kristen; Pena, Maria; Tschappatt, Vickie Subject: 912 W MAIN ST - FINAL - 13-1795 To: Sandi Wise Department: Fire Marshal From: Vickie Tschappatt Department: Inspections Business Name: Address: 912 W MAIN ST Contact: RICK Phone Number: 832-556-3768 City Inspection Date: APRIL 29, 2014 (AM) What Kind of Inspection: FINAL PREPARED 4/09/14. 7:22:30 INSPECTION TICKET PAGE 3 CITY OF LA PORTS INSPECTOR: DWAYNE MENAGER DATE 4/09/14 ------------------------------------------------------------------------------------------------ ADDRESS 912 W MAIN ST SUBDIV LA PORTE CONTRACTOR BEYOND CONSTRUCTION PHONE (832) 556-3768 OWNER CAMPISE 6 BERTUGLIA INV LLC PHONE . PARCEL 023-185-000-0014 APPL NUMBER: 13-OOOO179S REMODEL, COMMERCIAL ------------------------------------------------------------------------------------------------ PERMIT: CR 00 BLDG PERMIT -COMMERCIAL REMODEL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ GRPL O1 12/16/13 MR PLBG, PLUMBING, GROUND TIME: 13:00 12/16/13 AP plbg ground. no name 832-641-3434 GROUND PLUMBING INSP PASSED PER DENNIS FITCH. WLCO O1 12/31/13 DF BLDG, WALL COVER TIME: 13:00 12/31/13 DA Wall Inspection E dvin 2 8 1 - 8 0 4 - 9 5 5 7 13-1 T 95 --Requested around 3pm•- TCI LETTER REQUIRED. DF WLCO 02 1/14/14 DF BLDG. WALL COVER TIME: 17:00 1/14/14 AP ELEC WALL COVER EDWIN - 281-804-9557 EARLY AS POSSIBLE WALL COVER INSP PASSED PER DENNIS FITCH. INSPECTOR NOTE: PARTIAL SOUTH SIDE WALLS - ELEC/FRAMING ONLY. CVUP O1 1/21/14 DF BLDG. FRAMING - COVER UP TIME: 08:00 1/21/14 AP RICK SANCHEZ 832-556-3768. PLEASE CALL WHEN HEADING FOR INSPECTION. APPROVED PER DP CECO 01 2/28/14 MR BLDG. CEILING COVER TIME: 13:00 3/03/14 AP CEILING COVER RICK 832-556-3768 approved per mr. MISC O1 4/09/14 D n MISCELLANOUS INSPECTIONS TIME: OB:00 RECEIVED 4/8/14 R 3:55 . n __________ 7.4, RICK 8 3 2 - 5 5 6 - 3 T 68 Ni COURTESY PER DWAYNE MENAGER6 -------------------------------------- COMMENTS AND NOTES ----------------- .--------..--..-...- PREPARED 2/28/14, 12:27:30 INSPECTION TICKET PAGE 30 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 2/28/14 ________________________________________________________________________________________________ ADDRESS 912 M MAIN ST SUBDIV: LA PORTE CONTRACTOR BEYOND CONSTRUCTION PHONE (832) 556-3268 OWNER CAMPISE 6 BERTUGLIA INV LLC PHONE . PARCEL 023-185-000-0014 APPL NUMBER: 13-00001795 REMODEL, COMMERCIAL ________________________________________________________________________________________________ PERMIT: CR 00 BLDG PERMIT -COMMERCIAL REMODEL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ________________________________________________________________________________________________ GRPL O1 12/16/13 MR PLBG, PLUMBING, GROUND TIME: 13:00 12/16/13 AP plbg ground. no name 832-641-3434 GROUND PLUMBING INSP PASSED PER DENNIS FITCH. WLCO 01 12/31/13 OF BLDG, WALL COVER TIME: 13:00 12/31/13 DA Wall Inspection Edwin 281-804-9557 1 3 - 1 7 9 5 --Requested around 3p.-- TCI LETTER REQUIRED. DF WLCO 02 1/14/14 OF BLDG, WALL COVER TIME: 17:00 1/14/14 AP ELEC WALL COVER EDNIN - 281-804-9557 EARLY AS POSSIBLE WALL COVER INSP PASSED PER DENNIS FITCH. INSPECTOR NOTE: PARTIAL SOUTH SIDE WALLS - ELEC/FRAMING ONLY. CVUP O1 1/21/14 DF BLDG. FRAMING - COVER UP TIME: 08:00 1/21114 AP RICK SANCHEZ 832-556-3768. PLEASE CALL WHEN HEADING FOR INSPECTION. APPROVED PER DF C ECO O1--2/28/14- DM BLDG, CEILING COVER TIME: 13OOOL� CEILING COVER ^./ RICK 832-556-3268 _ ______________________________________ COMMENTS AND NOTES --__------------_--------_.-_---___-__ • • ` City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****PLUMBING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 13-00001795 Date 12/12/13 Property Address . . . . . . 912 W MAIN ST HCAD Number: 023-185-000-0014 Alternate Search Method: Application type description REMODEL, COMMERCIAL Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . MAIN STREET DIST OVERLAY ---------------------------------------------------------------------------- Type of work REMODEL BLDG ---------------------------------------------------------------------------- Owner Contractor ------------------------ CAMPISE & BERTUGLIA ------------------------ INV LLC BEYOND CONSTRUCTION 1902 ROSCOE ST PO BOX 964 LA PORTE TX 775715856 LA PORTE TX 77572 (832) 556-3768 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . PLBG Permit pin number 449777 Sub Contractor POPULAR PLUMBING Permit Fee . . . . 71.25 Issue Date . . . . 12/12/13 Valuation . . . . 0 Expiration Date . . 6/10/14 Qty Unit Charge Per Extension BASE FEE 15.00 14.00 3.7500 EA PL - FIXTURES/DRAINS/TRAPS 52.50 1.00 3.7500 EA PL - WATER HEATER 3.75 ---------------------------------------------------------------------------- Special Notes and Comments December 3. 2013 4:43:36 PM LAPOVFL. THE GATES 912 WEST MAIN PERMIT NOTES 1. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS AND NOTES. 2. CONTRACTOR MUST COMPLY WITH ATTACHED FIRE MARSHAL PLAN REVIEW COMMENTS DATED 11/19/2013 3. OWNER / CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILITY STANDARDS (TAS). 4. NO OCCUPANCY OF BUILDING IS ALLOWED UNTIL ALL FINAL INSPECTIONS HAVE APPROVED BY THE INSPECTIONS DIVISION AND FIRE MARSHALS OFFICE. 5. SEE ATTACHED COMMERCIAL PLAN REVIEW NOTES FOR ADDITIONAL INFORMATION & REQUIREMENTS. 6. SEPARATE ELECTRICAL, PLUMBING & MECHANICAL PERMITS REQUIRED. 7. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****PLUMBING PERMIT**** ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 13-00001795 Date 12/12/13 ---------------------------------------------------------------------------- Special Notes and Comments ANY SIGNAGE. 8. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 9. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FROM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUILDING FINAL INSPECTION. 10. ANY CHANGES TO THE APPROVED SET OF PLANS OR APPROVED SCOPE OF WORK MUST BE APPROVED BY THE INSPECTIONS DIVISION PRIOR TO COMMENCING CHANGES IN THE FIELD. 11. SEPARATE PLANS AND PERMITS REQUIRED FOR FIRE SPRINKLER AND FIRE ALARM IF APPLICABLE. 12. A BUILDING PERMIT (AND ALL ITS APPLICABLE SUB PERMITS) MAY BE RENEWED (1) TIME ONLY. THE RENEWAL FEES WILL BE BASED ON THE REMAINDER OF THE WORK TO BE DONE. HOWEVER, IF THE WORK IS NOT COMPLETED WITHIN THE ALLOTTED TIME OF THE RENEWAL PERIOD, THE BUILDING PERMIT (AND ALL APPLICABLE SUB PERMITS) MUST BE APPLIED FOR AS A NEW PERMIT, AND ALL PERMIT FEES WILL BE CALCULATED FROM THE ORIGINAL PERMIT VALUATION. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ---------- ---------- ---------- ----------------- ---------- Permit Fee Total 71.25 71.25 .00 .00 Grand Total 71.25 71.25 .00 .00 ------------------ {Jr` Si9 nat a of contractor or authorized agen4—t Dat -------------------------------------- 'Z-/Z k5 Approved by Building official or authorize Date i� City of La Porte 604 W. Fairmont Pkwy. La Porte, TX 77571 Planning & Development Department Phone: 281.470.5073 Fax: 281.470.5005 PLUMBING PERMIT APPLICATION www.(aportetx.gov 1. PROPERTY OWNER CONTACT INFORMATION: • • .. PHONE 1: MAILING ADDRESS: 2. CONTRACTOR ACTING ON BEHALF OF PROPERTY OWNER (If Applicable): AGENT/ CONTRACTOR COMPANY: I PHONE I: 83a G41 3C434 PHONE MAILINGADDRESS: ( 3. PROPERTY DESCRIPTION: SUBJECT PROPERTY ADDRESS (If SUBJECT` PROPERTY LEGAL DESC 4. PROJECT INFORMATION: DESCRIPTION OF WORK: _ STAND ALONE PERMIT]: e W C. (C ® *HOMEOWNER IS CONTRACTOR FAX DATE OF SUBMITTAL: ® YES ® NO (PROVIDE BUILDING PERMIT NUMBER): ' PERMIT ISSUE FEE $15.00 1 $15.00 Fixtures, Drains & Traps $3.75/Ea. f Sewer (New, Repair, or Replacement) $7.50/Ea. Septic Tank, Seepage Pit, Drain Field $15.00/Ea. Water Heater $3.75/Ea. Gas Piping System (1 to 4 Outlets = Flat Fee) $7.50 Gas Piping System (Over 4 Outlets) $1.50/Ea. Water Piping and/or Water Treating Equipment (Installation, Alteration, or Repair) $7.50/Ea. Drain or Vent Repair/Alteration $7.50/Ea. Vacuum Breaker/Backflow Protection (1-5) $3.75/Ea. Vacuum Breaker/Backflow Protection (over 5) $2.25/Ea. Reinspection Fee $35.00/Ea. 5. APPLICATION CHECKLIST & SUPPORTING DOCUMENTATION (Check applicable boxes): COMPLETE ITEMS 1 THRU 4 OF PERMIT APPLICATION 'IF HOMEOWNER IS CONTRACTOR, NOTARIZED HOMESTEAD AFFIDAVIT IS REQUIRED. NOTES TO APPLICANT: • NOT A VAUD PERMIT UNTIL OWNER/CONTRACTOR IS NOTIFIED OF APPROVAL AND ALL APPLICABLE FEES ARE PAID IN FULL • MASTER UCENSE & INSURANCE REQUIREMENTS MUST BE CURRENT WITH STATE OF TEXAS & CITY OF LA PORTE • TO REGISTER, SUBMIT E MAST R LICENSE & INSURANCE (WITH CITY NAME & ADDRESS AS CERTIFICATE HOLDER). NO FEE REQUIRED. APPLICANT PRINTED NAME: / x? AUTHORIZED SIGNATURE: (FORS AT FF USE ONLY)' rR r - , - t ' �' ' iy ' ILI �° t PERMIT NO �r Y 11 I f ' ° r+ CE? ) t -+ TOTAL PERMIT FEE $ '-t i 4 City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****MECHANICAL PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 13-00001795 Date 12/20/13 Property Address . . . . . . 912 W MAIN ST HCAD Number: 023-185-000-0014 Alternate Search Method: Application type description REMODEL, COMMERCIAL Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . MAIN STREET DIST OVERLAY Application valuation . . . . 92000 ---------------------------------------------------------------------------- Type of work REMODEL BLDG ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CAMPISE & BERTUGLIA INV LLC BEYOND CONSTRUCTION 1902 ROSCOE ST PO BOX 964 LA PORTE TX 775715856 LA PORTE TX 77572 (832) 556-3768 Other struct info . . . . . FLOOD ZONE x ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . (2) 10 TON (1) 7.5 TON HVAC Permit pin number . 450023 Permit Fee . . . . 117.00 Plan Check Fee .00 Issue Date . . . . 12/20/13 Valuation . . . . 30000 Expiration Date . . 6/18/14 Qty Unit Charge Per Extension BASE FEE 30.00 29.00 3.0000 THOU MECH - $1001 & UP 87.00 --------------------------------------------------------------------------- Special Notes and Comments December 3, 2013 4:43:36 PM LAPOVFL. THE GATES 912 WEST MAIN PERMIT NOTES 1. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS AND NOTES. 2. CONTRACTOR MUST COMPLY WITH ATTACHED FIRE MARSHAL PLAN REVIEW COMMENTS DATED 11/19/2013 3. OWNER / CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILITY STANDARDS (TAS). 4. NO OCCUPANCY OF BUILDING IS ALLOWED City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****MECHANICAL PERMIT**** ----------------------------------------------- Page 2 Application Number . . . . . 13-00001795 Date 12/20/13 ---------------------------------------------------------------------------- Special Notes and Comments UNTIL ALL FINAL INSPECTIONS HAVE APPROVED BY THE INSPECTIONS DIVISION AND FIRE MARSHALS OFFICE. 5. SEE ATTACHED COMMERCIAL PLAN REVIEW NOTES FOR ADDITIONAL INFORMATION & REQUIREMENTS. 6. SEPARATE ELECTRICAL, PLUMBING & MECHANICAL PERMITS REQUIRED. 7. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING ANY SIGNAGE. S. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 9. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FROM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUILDING FINAL INSPECTION. 10. ANY CHANGES TO THE APPROVED SET OF PLANS OR APPROVED SCOPE OF WORK MUST BE APPROVED BY THE INSPECTIONS DIVISION PRIOR TO COMMENCING CHANGES IN THE FIELD. 11. SEPARATE PLANS AND PERMITS REQUIRED FOR FIRE SPRINKLER AND FIRE ALARM IF APPLICABLE. 12. A BUILDING PERMIT (AND ALL ITS APPLICABLE SUB PERMITS) MAY BE RENEWED (1) TIME ONLY. THE RENEWAL FEES WILL BE BASED ON THE REMAINDER OF THE WORK TO BE DONE. HOWEVER, IF THE WORK IS NOT COMPLETED WITHIN THE ALLOTTED TIME OF THE RENEWAL PERIOD, THE BUILDING PERMIT (AND ALL APPLICABLE SUB PERMITS) MUST BE APPLIED FOR AS A NEW PERMIT, AND ALL PERMIT FEES WILL BE CALCULATED FROM THE ORIGINAL PERMIT VALUATION. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 117.00 117.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Tot a 117.00 117.00 .00 .00 ----------g- - - ---------- - ---- -------g------------ -- -- Si natu of contractor o u r zed a e D t Approved by Building Official or authori a&en Date City La Porte Planning & Development Department Phone: 281.470.5073 604 W. Fairmont rmont Pkwy. Fax: 281.470.5005 La Porte, TX 77571 MECHANICAL PERMIT APPLICATION www.laportetx.gov 1. PROPERTY OWNER CONTACT INFORMATION: OWNER NAME: PHONE 1: PHONE 2: FAX p: E-MAIL: MAIUNG ADDRESS: 2. AGENT/CONTRACTOR REPRESENTING PROPERTY O7o.- ER (If Applicable): AGENT/CONTRAC-C�T COMPANY: �l Ve '�" CD� PHONEI: Z(7�' PHONE 2: E-MAIL: 001 ww ,r FAX k: MAILINGADDRESS: WQ ( S• -76 CONTACT PERSON NAME: 1 PHONE #: � CI O qq T� 3. PROPERTY DESCRIPTION: PARCEL NO(s) (13-digit HCAD Tax ID 4): SUBJECT PROPERTY ADDRESS (If existing): SUBJECT PROPERTY LEGAL DESCRIPTION: 4. PROJECT INFORMATION: DATE OF SUBMITTAL: 1 DESCRIPTION OF WORK: �Z / /� STAND ALONE PERMIT?: ® I�g YES II./11 NO (PROVIDE BUILDING PERMIT NUMBER): Q �CJ I S PROJECT VALUATION: ITV 5. APPLICATION CHECKLIST & SUPPORTING DOCUMENTATION (Check applicable boxes): U/COMPLETE ITEMS 1 THRU 4 OF PERMIT APPLICATION NOTES TO APPLICANT: • NOT A VAUD PERMIT UNTIL CONTRACTOR IS NOTIFIED OF APPROVAL AND ALL APPLICABLE FEES ARE PAID IN FULL • MASTER LICENSE & INSURANCE REQUIREMENTS MUST BE CURRENT WITH STATE OF TEXAS & CITY OF LA PORTE • TO REGISTER WITH THE CITY, PROVIDE COPY OF CURRENT STATE HVAC LICENSE & INSURANCE (LISTING CITY'S ADDRESS AS CERTIFICATE HOLD R). NO FEE REQUIRED TO REGISTER. I APPLICANT PRINTED NAME: �� l AUTHORIZED SIGNATURE: " (FOR STAFF USE.ONLYI � _ _ -, PERMIT NO 'I: "' \ � � CE?i TOTALPERNIIT, FEE $. .. - _ --. City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****ELECTRICAL PERMIT**** ------PP--- -------------------------------- ------------------- Application Number . . . . . 13-00001795 Date 12/16/13 Property Address . . . . . . 912 W MAIN ST HCAD Number: 023-185-000-0014 Alternate Search Method: Application type description REMODEL, COMMERCIAL Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . MAIN STREET DIST OVERLAY ---------------------------------------------------------------------------- Type of Work REMODEL BLDG ---------------------------------------------------------------------------- Owner Contractor ------------------------ CAMPISE & BERTUGLIA INV LLC ------------------------ BEYOND CONSTRUCTION 1902 ROSCOE ST PO BOX 964 LA PORTE TX 775715856 LA PORTE TX (832) 556-3768 ------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . NEW ELECTRIC REMODEL Permit pin number . 449934 Permit Fee . . . . 119.70 Issue Date . . . . 12/16/13 Valuation . . . . Expiration Date . . 6/14/14 Qty Unit Charge Per 77572 U Extension BASE FEE 7.50 1.00 3.0000 EA EL - OUTLETS,SWITCHES (1ST 5) 3.00 122.00 .6000 EA EL - OUTLETS, SWITCHES (OTHER) 73.20 3.00 2.0000 EA EL - CLOTHES WASHER/DRYER 6.00 1.00 1.5000 EA EL-DISWASHER/ GARBAGE DISPOSAL 1.50 1.00 15.0000 EA EL - METER LOOP L SERVICE/TCI 15.00 2.00 1.5000 EA EL -MOTORS UP TO NOT INC. 1/2H 3.00 3.00 3.5000 EA EL - 10 HP AND UP TO 50 HP 10.50 --- Special Notes and Comments December 3, 2013 4:43:36 PM LAPOVFL. THE GATES 912 WEST MAIN PERMIT NOTES 1. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS AND NOTES. 2. CONTRACTOR MUST COMPLY WITH ATTACHED FIRE MARSHAL PLAN REVIEW COMMENTS DATED 11/19/2013 City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****ELECTRICAL PERMIT**** ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 13-00001795 ----------------- Date 12/16/13 Special Notes and Comments 3. OWNER / CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILITY STANDARDS (TAS). 4. NO OCCUPANCY OF BUILDING IS ALLOWED UNTIL ALL FINAL INSPECTIONS HAVE APPROVED BY THE INSPECTIONS DIVISION AND FIRE MARSHALS OFFICE. 5. SEE ATTACHED COMMERCIAL PLAN REVIEW NOTES FOR ADDITIONAL INFORMATION & REQUIREMENTS. 6. SEPARATE ELECTRICAL, PLUMBING & MECHANICAL PERMITS REQUIRED. 7. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING ANY SIGNAGE. S. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 9. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FROM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUILDING FINAL INSPECTION. 10. ANY CHANGES TO THE APPROVED SET OF PLANS OR APPROVED SCOPE OF WORK MUST BE APPROVED BY THE INSPECTIONS DIVISION PRIOR TO COMMENCING CHANGES IN THE FIELD. 11. SEPARATE PLANS AND PERMITS REQUIRED FOR FIRE SPRINKLER AND FIRE ALARM IF APPLICABLE. 12. A BUILDING PERMIT (AND ALL ITS APPLICABLE SUB PERMITS) MAY BE RENEWED (1) TIME ONLY. THE RENEWAL FEES WILL BE BASED ON THE REMAINDER OF THE WORK TO BE DONE. HOWEVER, IF THE WORK IS NOT COMPLETED WITHIN THE ALLOTTED TIME OF THE RENEWAL PERIOD, THE BUILDING PERMIT (AND ALL APPLICABLE SUB PERMITS) MUST BE APPLIED FOR AS A NEW PERMIT, AND ALL PERMIT FEES WILL BE CALCULATED FROM THE ORIGINAL PERMIT VALUATION. ---------------------------------------------------------- Fee summary Charged Paid Credited ---------- ---------- ---------- Due ---------- ----------------- Permit Fee Total 119.70 119.70 .00 .00 Grand Total 119.70 119.70 .00 .00 City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****ELECTRICAL PERMIT**** ____________________________________________________________________________ Application Number . . . . . 13-00001795 Page 3 Date 12/16/13 ------------------C �T� r3 ---- ----- ---------------------- ------- Sign tur f Contractor or Authorized Agent Date Approved by or Authorize Ag Date City of La Porte Planning & Development Department Phone: 281.470.5073 604 W. Fairmont Pkwy. ELECTRICAL PERMIT APPLICATION Fax: 281.470.5005 La Porte, TX 77571 www.laportetx.gov (p. 1 of 2) 1. PROPERTY OWNER CONTACT INFORMATION: OWNER NAME: CctW 015e to IDC✓-Vut uC A INV, U. (✓ PRIMARY PHO�(NE_M O�2 11 G!5-& 376SSECONDARY PHONE p: E-MAIL: tr4y(21;,,ncn r]eco V. covi FAX M. MAIUNGADDRESS: I°1 t77- (LoSCOG S� �ryf 1 G "C 1C 7% 5-I1 2. CONTRACTOR REPRESENTING PROPERTY OWNER (If Applicable): CONTRACTOR COMPANY NAME: �rG��II�-P t11ti El-ecirlC PHONEI: 2'31 904 r1�s1 ®'HOMEOWNER 15 CONTRACTOR E-MAIL: llC.lvl\e-�.fn e�zcl T;c Qo� rAog"I . CUm FAX R: MAILING ADDRESS: -156 Ne P�Ur.e. LV` �cJ L�-O ✓� �k ')70(oZ CONTACT PERSON'S NAME: E l a , VI sr). pole\ A\C1 PHONE M: 3. PROPERTY DESCRIPTION: PARCEL NO(s) (13-digit HCAD Tax ID 4): SUBJECT PROPERTY SUBJECT PROPERTY LEGAL FLOOD ZONE: USE ZONE (ZONING DISTRICT): 4. PROJECT INFORMATION: DATE OF SUBMITTAL: IZ' l0-13 DESCRIPTION OF WORK: Cc:'MVAtkV'6M\ YCYh Od QI STAND ALONE PERMIT?: IIM YES-MNO(PROVIDE BUILDING PERMIT NUMBER): k--1— I_i-1S ITEM FEE Planning & Development Department ELECTRICAL PERMIT APPLICATION (p. 2 of 2) S. APPLICATION CHECKLIST & SUPPORTING DOCUMENTATION (Check applicable boxes): ® COMPLETE ITEMS 1 THRU 4 OF PERMIT APPLICATION NOTES TO APPLICANT: • NOT A VALID PERMIT UNTIL OWNER/CONTRACTOR IS NOTIFIED OF APPROVAL AND ALL APPLICABLE FEES ARE PAID IN FULL • MASTER LICENSE & INSURANCE REQUIREMENTS MUST BE CURRENT WITH STATE OF TEXAS & CITY OF LA PORTE • TO REGISTER WITH CITY, PROVIDE COPY OF CURRENT MASTER LICENSE & INSURANCE (LISTING CITY'S ADDRESS AS CERTIFICATE HOLDER). NO FEE IS REQUIRED TO REGISTER *IF HOMEOWNER IS CONTRACTOR, MUST FURNISH NOTARIZED HOMESTEAD AFFIDAVIT ••T-POLES MUST BE PERMITTED UNDER SEPARATE APPLICATION UNLESS SAME ELECTRICAL CONTRACTOR IS PERMITTING BOTH T- POLE & REMAINING )ELECTRICAL WORK \ APPLICANT PRINTED NAME: E w S4''1 D. ea iO\ AUTHORIZED SIGNATURE: • City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 13-00001795 Date 12/04/13 Property Address . . . . . . 912 W MAIN ST HCAD Number: 023-185-000-0014 Alternate Search Method: Application type description REMODEL, COMMERCIAL Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . MAIN STREET DIST OVERLAY Application valuation . . . . 92000 ---------------------------------------------------------------------------- Type of work REMODEL BLDG ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CAMPISE & BERTUGLIA INV LLC BEYOND CONSTRUCTION 1902 ROSCOE ST PO BOX 964 LA PORTE TX 775715856 LA PORTE TX 77572 (832) 556-3768 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . METAL FRAME Occupancy Type . . . . . . ASSEMBLY Other struct info . . . . . FLOOD ZONE x ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -COMMERCIAL REMODEL Additional desc . . REMODEL COMMERCIAL Permit pin number . 449181 Permit Fee . . . . 639.50 Plan Check Fee 319.75 Issue Date . . . . 12/04/13 Valuation . . . . 92000 Expiration Date . . 6/02/14 Qty Unit Charge Per Extension BASE FEE 387.50 42.00 6.0000 THOU BLDG - 50,001 - 100,000 252.00 ---------------------------------------------------------------------------- Special Notes and Comments December 3,*2013 4:43:36 PM LAPOVFL. THE GATES 912 WEST MAIN PERMIT NOTES 1. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS AND NOTES. 2. CONTRACTOR MUST COMPLY WITH ATTACHED FIRE MARSHAL PLAN REVIEW COMMENTS DATED 11/19/2013 3. OWNER / CONTRACTOR RESPONSIBLE TO City of La Porte • 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 13-00001795 Date 12/04/13 ---------------------------------------------------------------------------- Special Notes and Comments COMPLY WITH TEXAS ACCESSIBILITY STANDARDS (TAS). 4. NO OCCUPANCY OF BUILDING IS ALLOWED UNTIL ALL FINAL INSPECTIONS HAVE APPROVED BY THE INSPECTIONS DIVISION AND FIRE MARSHALS OFFICE. 5. SEE ATTACHED COMMERCIAL PLAN REVIEW NOTES FOR ADDITIONAL INFORMATION & REQUIREMENTS. 6. SEPARATE ELECTRICAL, PLUMBING & MECHANICAL PERMITS REQUIRED. 7. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING ANY SIGNAGE. 8. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 9. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FROM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUILDING FINAL INSPECTION. 10. ANY CHANGES TO THE APPROVED SET OF PLANS OR APPROVED SCOPE OF WORK MUST BE APPROVED BY THE INSPECTIONS DIVISION PRIOR TO COMMENCING CHANGES IN THE FIELD. 11. SEPARATE PLANS AND PERMITS REQUIRED FOR FIRE SPRINKLER AND FIRE ALARM IF APPLICABLE. 12. A BUILDING PERMIT (AND ALL ITS APPLICABLE SUB PERMITS) MAY BE RENEWED (1) TIME ONLY. THE RENEWAL FEES WILL BE BASED ON THE REMAINDER OF THE WORK TO BE DONE. HOWEVER, IF THE WORK IS NOT COMPLETED WITHIN THE ALLOTTED TIME OF THE RENEWAL PERIOD, THE BUILDING PERMIT (AND ALL APPLICABLE SUB PERMITS) MUST BE APPLIED FOR AS A NEW PERMIT, AND ALL PERMIT FEES WILL BE CALCULATED FROM THE ORIGINAL PERMIT VALUATION. ---------------------------------------------------------------------------- Fee summary Charged Paid ---------- ---------- Credited Due ---------- ----------------- ---------- Permit Fee Total 639.50 639.50 .00 .00 Plan Check Total 319.75 319.75 .00 .00 Grand Total 959.25 959.25 .00 .00 City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Page 3 Application Number . . . . . 13-00001795 Date 12/04/13 ��0!dslODO:LwAw JW60ifG® (SIGNATU E OF CONT TOR OR AUT R GDPT) /1 (APPR ED BY BUILD N OFFICIAL A H ZED AGENT) 4"._._.. . Engineer: C E Q V E PERMTI APPLICATION OCT 3 0 2013 ity of La Porte 28J470-5073 Mechanical_ _ - *Electrical-_. Established 1892 •Plumbin6 _ _ Person: Sq. Footage:- # Stories- / / For City Use Only Occupancy Type F1 ` .Z Flood Zone— Class Work P. ^i + L Sq. Ft. Y� Construction Type — Use Zone %V) -j t # Stories_arking Req N A Last use of t,JA use ceased: I�J A Plans Only ire Marshal MM hal Approval 0.,•'t FDate /%b 1 / 1-/ S Checked/Approved for Issuance By:y. , Date 9 Z - 3 -/ 3 CE: 40 Special Conditions: A AA, A ;T A c- hA 1J o rc S 14 zr Residential driveway tie-in fee: AfA Parkland(New Res. _Q�nl: Zone # /UA Fee: A(A Permit No.�''i -/% `>'i� Permit Fee G 3 9 si Plan Check Fee: 3 19.7i Q c. I THE GATES 912 WEST MAIN PERMIT NOTES 1. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS AND NOTES. 2. CONTRACTOR MUST COMPLY WITH ATTACHED FIRE MARHAL PLAN REVIEW COMMENTS DATED 11/19/2013 3. OWNER / CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILTY STANDARDS (TAS). 4. NO OCCUPANCY OF BUILDING IS ALLOWED UNTIL ALL FINAL INSPECTIONS HAVE APPROVED BY THE INSPECTIONS DIVISION AND FIRE MARSHALS OFFICE. 5. SEE ATTACHED COMMERCIAL PLAN REVIEW NOTES FOR ADDITTIONAL INFORMATION & REQUIREMENTS. 6. SEPARATE ELECTRICAL, PLUMBING & MECHANICAL PERMITS REQUIRED. 7. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING ANY SIGNAGE. 8. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 9. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FROM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUILDING FINAL INSPECTION. 10. ANY CHANGES TO THE APPROVED SET OF PLANS OR APPROVED SCOPE OF WORK MUST BE APPROVED BY THE INSPECTIONS DIVISION PRIOR TO COMENCING CHANGES IN THE FIELD. 11. SEPARATE PLANS AND PERMITS REQUIRED FOR FIRE SPRINKLER AND FIRE ALARM IF APPLICIABLE. 12. A BUILDING PERMIT (AND ALL ITS APPLICABLE SUB PERMITS) MAY BE RENEWED (1) TIME ONLY. THE RENEWAL FEES WILL BE BASED ON THE REMAINDER OF THE WORK TO BE DONE. HOWEVER, IF THE WORK IS NOT COMPLETED WITHIN THE ALLOTTED TIME OF THE RENEWAL PERIOD, THE BUILDING PERMIT (AND ALL APPLICABLE SUB PERMITS) MUST BE APPLIED FOR AS A NEW PERMIT, AND ALL PERMIT FEES WILL BE CALCULATED FROM THE ORIGINAL PERMIT VALUATION. CITY COPY IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. emu" AM LA PORTE FIRE MARSHAL'S E OFFICE "PLAN REVIEW" Date 11/19/2013 Business Name The Gates Address 912 West Main Type of Review Build -out Contractor Reviewed by Clif Meekins, Fire Marshal Approval YES TM Applicant "I W nsponamM to anaurs IM destn spaemcadors ant! Plana an eomplats aM In compliance vttb Ina requlrsrMms M tort, In list = Imenudonal FW Cods (IFC) and Local llrmanc msms as vnli as use applicable Iatarmced Stant!"s Ilstsd In Chapter ab or IM 2003 IFC. This plan rav M not Imamisd to be May Inclualw as odnr rpulnmema may be Imposts as unnamed by the Fin Marshal or as desmed micassary during; ob a bMPectloms by the FlnM rsMI's ORIce. 1) The City of La Porte City Council adopted new Smoking regulations on April 8, 2013 which may affect your business. To review the Smoking Ordinance and to learn how the new regulations may apply to you, please go to; http•//www.ci.la-i)orte.tx.us/eov/fm/smokine ordinance.asp 2) The Fire Sprinkler system shall be installed in accordance to 2003 International Fire Code; NFPA 101 Life Safety Code, 2000 Ed; and NFPA 13, 1999 Ed. Separate plans shall be submitted for the Fire Sprinkler by a licensed a Fire Sprinkler company with an RME seal. E: The This plan approval is based on the in -person meeting as well as a conversation between the owners of 912 West Main and this office that a certified Fire Sprinkler company has indicated in writing that the require .I L ..__I:..J C-.._ .. Al ..... •..---:—r- 3) Fire Alarm shall be in accordance to 2003 International Fire Code; NFPA 101 Life Safety Code, 2000 Ed; and NFPA 72, 1999 Ed. Separate plans shall be submitted for Fire Alarm. 4) All Exit doors shall have Fire/Panic hardware installed prior to final inspection. 5) Ensure all exit doors and egress path have proper Exit/Emergency lights per the 2003 International Fire Code. Exit/Emergency lights shall be installed prior to the Fire Marshal's final inspection 6) Building will require a "Final" inspection by the Fire Marshal's Office prior to moving any furniture, tenants and/or personnel into building. IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL 125 South 3m Street, La Porte, TX 77571 TO THE CITY IS REQUIRED PRIOR Office: 281-867-4603 �T�/ TO THE CHANGE OCCURRING. Fax:281-867-4629 CITY COPY COARCIAL PLAN REVIEW AS 1. Minimum six-inch (6") stud walls shall be required where drain, waste, & vent (DWV- horizontal and/or vertical) plumbing is installed. The use of 2 x 6 studs (wood or metal) shall be required for new construction and additions (additions of square footage) for both residential and non-residential construction where DWV plumbing is installed. 2. Call for City inspections - 281-470-5130. 3. Unload and keep materials on private property, not City right of way. C'� 4. If a fence is proposed, verify with City regarding maximum height limitatio 5. Call for utility line locates at 1-800-669-8344 and also City of La Porte at 281- 650 6 Fire Marshal will need to review/ inspect prior to opening business. 7. Must obtain zoning permit prior to occupancy of lease spaceibuilding. 8. Separate permit required for all signage. 9. Sanitation facilities required on -site prior to first inspection and must remain available until completion of sanitation facilities within the lease space and/or building. 10. Silt fencing required for duration of project. 11. See notes (red lined) on contractor copy of construction drawings: 12. Fill dirt permits are required prior to placement of fill dirt. 13. Grading/drainage must be maintained throughout entire project to ensure eligibility for inspections and utility release. 14. Provide energy code compliance certification from "certified" energy code provider, prior to issuance of the Certificate of Occupancy. 15. Any changes to the project after building permit is issued, must be submitted in writing and approved by the City prior to changes being made 16. Provide Sample Well in accordance with "Sample Well Detail" handout. (Available upon request) 17. Effective March 10, 2007, all electrical devices (including but not limited to outlets and switches) shall be installed with the screw -wrap or approved screw clamp installation. Back or quick stab installation is prohibited. 18. Building operations shall be limited to 7:00am-9:00pm and shall not exceed maximum, permitted sound levels as described in Chapter 34 of the Code of Ordinances. 19. Commercial projects with detention pond requirements must be inspected and approved by city Engineer and Inspection personnel prior to final inspection request. Contact City Engineer at 281-470-5060. 20. Contractor/owner shall be responsible for ensuring all construction materials/debris remains on the construction site. Failure to do so shall result in stoppage of inspections and/or code enforcement action. 21. Owner/developer of commercial driveways in concrete shall be constructed 12" from the adjacent asphalt street. The contractor shall clean the area between the driveway and the street to a depth of at least 6". It is the responsibility of the owner/developer/contractor to install the asphalt transition. SACPShme\WSPECTION DIVISI0N\Inspections\C0MIvtERC1AL PLAN REVIEW NOTESAoo 52011 0i� ��i0o, Li Ie APPLICABLE CODES Adopted October 25 2010; Effective January 01, 2011: 2009 INTERNATIONAL BUILDING CODE (IBC) 2009 INTERNATIONAL RESIDENTIAL CODE (IRC) 2009 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2009 UNIFORM MECHANICAL CODE (UMC) 2009 UNIFORM PLUMBING CODE (UPC)** **At the August 22, 2011 meeting, La Porte City Council approved Ordinance #3373. This ordinance amends the 2009 Uniform Plumbing Code by deleting Table 4-1 "Minimum Plumbing Facilities" in its entirety. The deleted table is being replaced with Chapter 29 of the International Building Code which is already a part of the City 's adopted building code. No other changes were made. The implementation of Chapter 29 will be effective October 01, 2011. For your convenience, a copy of the adoption ordinance is located on the city's website at: www.laportctx.gov/citydeT)artinents/l)lannine/ inspections divisions/forms/information forms/plumbing code amendment ord.,2009 Ed. Adopted October 24 2011• Effective December 1, 2011: 2011 NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS (COMMERCIAL & RESIDENTIAL) 2003 INTERNATIONAL FIRE CODE (IFC) WITH ADOPTED AMENDMENTS TO FIRE CODE SACMMUNSPECIION DMS[ONVnspectiow\Residentiol Construction PwkeMPPLICABLE CODESAm Rev. 11-2011 E • Generated by COMcheck-Web Software Envelope Compliance Certificate 2012 IECC Section 1: Project Information Project Type: New Construction Project Title : The Gates Construction Site: 912 W. Main St. La Porte, Texas 77571 CITY COPY Owner/Agent: Lety Sanchez 912 W. Main St. La Porte, Texas 77571 713-501-9851 Info®Iinensndecor.com Section 2: General Information ECEBVE OCT 3 0 1013 Designer/Contractor: Daniels Sanchez 1310 E. 29th St. Houston, Texas 77009 713-515.1045 danielasanchez77@yahoo.com Building Location (for weather data): La Porte, Texas Climate Zone: 2a Building Space Conditioning Type(s): Nonresidential Vertical Glazing / Wall Area Pct.: 9% IF THE APPROVED PLANS ARE Bulldina Type Floor Area MODIFIED, A NEW SUBMITTAL Banquet Hall (Dining: bar Ioungelefsure) 4887 TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. Section 3: Requirements Checklist Climate -Specific Requirements Component Name/Description Gross Cavity Cont. Proposed Budget Area or R-Value R-Value U-Factor U-Factone) Perimeter Roof: Metal Building, Standing Seam, Single Insulation Layer 4887 27.0 13.0 0.035 0.035 with Thermal Blocks (b), Initial Year Solar Reflectance = 0.80, Thermal Emittance = 0.75 (c) Ext. Wall: Solid Concrete, 7in. Thickness,Llght Density, Furring: 1254 13.0 7.5 0.066 0.142 Metal Window: Metal Frame, 2 Pane w/ Low-E, Tinted, Fixed, SHGC 0.25 90 — — 0.700 0.500 Door: Glass (over 50% glazing), Nonmetal Frame, Entrance Door, 63 — — 1.100 0.500 SHGC 0.25 Ext. Wall: Solid Concrete, 71n. Thlckness,Ught Density, Furring: 517 13.0 7.5 0.066 0.142 Metal Window: Metal Frame, 2 Pane w/ Low-E, Tinted, Fixed, SHGC 0.25 120 — — 0.700 0.500 Door. Glass (over 50% glazing), Metal Frame, Entrance Door, 42 — — 1.100 0.500 SHGC 0.25 Ext. Wall: Solid Concrete, 71n. Thickness,Light Density , Furring: 693 13.0 7.5 0.066 0.142 Metal Door. Insulated Metal, Non -Swinging 42 — — 1.100 1.100 Ext. Wall: Solid Concrete, 71n. Thlcmess,Light Density, Furring: 1078 13.0 7.5 0.066 0.142 Metal Floor. Unheated Slab -On -Grade 4887 — — — — (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. (b) Thermal spacer block with minimum R-3.5 must be Installed above the pudinlbatt, and the roof deck secured to the purtlns. Project Title: The Gates Report date: 10/29/13 Data filename: Page 1 of 11 (c) High albedo roof requirement optic' 3-year aged solar reflectance >= 0.55 thermal ems_ - it >= 0.75, 2) 3-year aged solar reflectance x inde= 64.0, 3) Initial year aged soh; - „octane, >= 0.70 thermal emittance >= 0.75, 4) Initial year aged solar reflectance Index >= 82.0. AIr,Leakage, Component Certification, and Vapor Retarder Requirements: . I] 1. Air leakage of fenestration. Windows/non-glazed sliding and swinging doors/skylights with no weepage openings <= 0.20 cbn/ft2. Skylights with weepage <= 0.30 cfm/ft2. Curtain walls/storefront glazing <= 0.06 cfm/ft2. Doors: glazed swinging entrance/revolving/rolling <= 1.00 cfnVft2. Doors: garage <= 0.40 cfm/ft2. Exceptions: C I 1 1 E C E I V E O Field -fabricated assemblies. COPY OCT 3 0 1013 U ^v, O 2. Doors and access openings from conditioned space to shafts, chutes stairways an elevator lobbies are gasRatedwroathe6t�l ep�d o sealed. Exceptions: I] Door openings required to comply with International Building Code as per Section C402.4.4. Cj 3. Stairway and shaft vents are provided with Class I motorized dampers with a leakage rate <= 4 cfmlfl2. Dampers are installed with controls so that they are capable of automatically opening upon activation of any fire alarm or the Interruption of power to the damper. ❑ 4. Outdoor air supply and exhaust openings are provided with Class IA motorized dampers having a leakage rate <=4 cfm/ft2. Exceptions: Gravity (nonmotorized) dampers having with a leakage rate <=20 cfm/ft2 for ventilation air Intakes protected from direct exposure to wind. Gravity (nonmotorized) dampers having a leakage rate <=20 cfnVft2 are permitted for exhaust and relief dampers for buildings less than three stories In height above grade, or where the design outdoor air Intake or exhaust capacity <=300 chn. Dampers smaller than 24 Inches In either dimension are permitted to have a leakage <=40 cfm/R2. ❑ 5. Cargo doors and loading dock doors are weather sealed. 8. Building entrance doors have a vestibule equipped with self -closing devices. Exceptions: ❑ Building entrances with revolving doors. 0 Doors not Intended to be used as a building entrance by the public, or Intended solely for employee use. Doors that open directly from a space less than 3000 sq. ft. In area. Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors. p Doors opening directly from a sleeping/dwellingunit. IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL ❑ 7. Component R-values & U-factors labeled as certiifled. TO THE CITY IS REQUIRED PRIOR ❑ 8. No roof insulation is Installed on a suspended ceiling with removable ceiling panels. TO THE CHANGE OCCURRING. 9. 'Other' components have supporting documentation for proposed U-Factors. ❑ 10. Insulation Installed according to manufacturees Instructions, in substantial contact with the surface being Insulated, and in a manner that achieves the rated R-value without compressing the Insulation. Except when Instructed otherwise, edge joints between overlapping layers of continuous Insulation are staggered. CI 11. Radiant panels and associated components, designed for heat transfer from the panel surfaces to the occupants or Indoor space are insulated with a minimum of R-3.5 Minimum Skylight•Daylighting Requirements: O 12.In enclosed spaces > 10,000 ft2 directly under a roof with ceiling heights >15 ft, and used as an office, lobby, atrium, concourse, corridor, storage, gymnasium/exerdse center, convention center, automotive service, manufacturing, non-rehigereted warehouse, retail store, distribution/sorting area, transportation, or workshop, the following requirements apply unless exempted: I] The daylight zone under skylights is >= half the floor area; I] The skylight area to daylight zone Is >= 3 percent with a skylight VT >= 0.40; or a minimum skylight effective aperture >= 1 percent. Project Tide: The Gates Report date: 1029/13 Data filename: Page 2 of 11 t:rceptlons: 0 Spaces whore the proposed II I lighting power dansilbs < 0.5 W1112. ❑ Areas with obstructions that block direct beam sunlight on » 12 of the rool over the andosed area for more than 1.500 paytlme 'hours per year between 8 am and 4 pm. Q Spaces where the daylight Zone under moflop monitors Is > 50 percent of the enclosed specs floor area. Q 13. Skylights In office, storage, automotive service, manufacturing, rxxtre onoted warehouse, retail store, and dlsMbuLlon/sorting area have a measured haze value > 90 percent unless assigned to exclude direct sunlight. Additional Efficiency Package Requirements: Q 1. The reduced interior lighting power option has been selected as the additional efficiency package required by dda energy code. Requirements for this package are applied to the interior lighting allowance calculations. Full compliance with this eRidancy option requires inspection and verification that the interior lighting allowances and fixture schedule found in the interior lighting report are compliant and deemed to pass. Section 4: Compliance Statement Compdtame Statement: The proposed envalope design represented in this doamront Is consistent with the building plans. specifications and other krolculetions submitted with this permit application. The proposed envelope system has been designed to most the 2012 IECC requirements In COMcheck-Web and to comply with the mandatory requirements in the Requirenronb Checklist. M kc.CN3 I. 91 i=�:T — FwF,I Nffi-L 11 n -• AR 13_ Name - Tide Signature Date CITY COPY IE OFT 11 <P:• Ei'y :D I. RIFAf ............... 42314 _ tx0F.Ii3gc ICEIVE OCT 3 0 2013 FY:_�� IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. Project Title: The Gates Date filename: Report date: 102e/13 Pegs 3 of 11 Generated by COMcheck-Web Software Interior Lighting Compliance Certificate 2012 IECC Section 1: Project Information Project Type: New Construction Project Title : The Gates Construction Site: 912 W. Main St. La Porte, Texas 77571 Owner/Agent: Lety Sanchez 912 W. Main St. La Porte, Texas 77571 713-501-9851 info@linensndecor.com Section 2: Interior Lighting and Power Calculation r_ CITY COPIV Designer/Contractor: Damela Sanchez 1310 E. 29th St. Houston, Texas 77009 713-515-1045 danielasanchez77@yahoo.com e C D Floor Area Allowed Allowed Watts Watts /ft2 Banquet Hall (Dining: bar lounge/leisure) 4887 0.99 4838 Total Allowed Watts = 4838 Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID : Description 1 Lamp / Wattage Per Lamp I Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Banquet Hall (Dining: bar lounge/leisure, 4887 sq.ft.) Linear Fluorescent: 48" T8 32W: Electronic: IF THE APPROVED PLANS APE 9 32 288 Incandescent: Incandescent50W: MODIFIED, A NEW SUBMITTAI!- 25 50 1250 LED: LED MR 2W: TO THE CITY IS REQUIRED P®IC^ti 300 2 600 Incandescent Incandescent5oW: TO THE CKANGF, Ea6Gijj4RIN+1 11 50 550 Total Proposed Watts = 2688 Section 4: Requirements Checklist IECEIVE Lighting wattage: OCT 3 0 2013 U 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Wattage: 4838 Proposed Wattage: 2688 Complies: YES --- - - - Mandatory Requirements: 1 1 2. Dwelling units (complete independent living facilities) within commercial buildings are not required to comply with interior lighting requirements of this code provided that >=75 percent of the permanently installed fixtures other than low voltage lighting contain only high efficacy lamps. 1 3. Manual Controls: Each enclosed space has manual lighting control. Remotely located manual controls are labelled for area of service and indicate on/off status. Excepfion(s): ❑ Security/emergency areas with 24-hour operation. L I Stairways/corridors that are means of egress. V 4. Light Reduction Controls: Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either controlling all luminaires, dual switching of alternate rows of luminaires, alternate luminaires, or alternate lamps, switching the middle lamp luminaires independently of other lamps, or switching each luminaire or each lamp. Project Title: The Gates Report date: 10/29/13 Data filename: Page 4 of 11 Exception(s): �❑ . Only one luminaire (lamp - ,.,d W) in space. ❑ An occupant -sensing device controls the area. , ❑ The area is a corridor, equipment/store rooms, restrooms, public lobby, elec./mech. room, or sleeping unit. ❑ Areas that use < 0.6 Watts/sq.ft. ❑ Daylight spaces having automatic daylighting controls. ❑ 5. Automatic time switching controls are installed and have an override switching device. The override switching device allows for <= 2 hour operation cycle within spaces <= 5000 sq.ft., manual operation, and is readily accessible and located where the operation of the connected lights are visible or communicated to the switch. Exception(s): ❑ Sleeping units, patient care areas; and spaces where automatic shutoff would endanger safety or se It Jrla lighting is intended for 24-hour operation. r�`�` ❑ Emergency egress lighting. 1 ❑ Spaces where lighting is controlled with occupancy sensors. 1 ❑ Malls, arcades, auditoriums, single tenant retail spaces, industrial facilities and arenas that are <= 20,000 sq.ft. are permitted exceed the 2-hour operation cycle limit when a captive key device override switch is installed. ❑ 6. Occupant sensors are installed in the following spaces and automatically turn lighting off within 30 minutes of all occupants leaving the space: Classrooms, conference/meeting/training rooms, employee lunch and break rooms, private offices, storage/janitorial rooms, restrooms, and other spaces <= 300 sq.ft. Automatic -on sensors set power on <50 percent power. Exception(s): ❑ Full power automatic -on controls are permitted where manual -on operation would endanger the safety or security of the room or building occupants. ❑ 7. Daylight zones have either individual lighting controls independent from that of the general area lighting that are either manual or automatic and serve zones <= 2,500 sq.ft. Zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to vertical fenestration. Exception(s): ❑ Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a single controlling device. ❑ Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtures are not required to have a separate switch for general area lighting. ❑ 6. Automatic daylight zone controls are capable of reducing power to < 35 percent using continuous dimming ballasts and daylight -sensing controls OR, are capable of automatic power reduction using step dimming multi -level switching and daylight -sensing controls having at least two control channels per zone and at least one control step in the 50 - 70 percent range and another <= 35 percent of design power. ❑ 9. Medical task lighting or artihistory display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. ❑ 10. Separate control device for display/accent lighting, case lighting, task lighting, nonvisual lighting, under-shelf/cabinent lighting, lighting for sale, and demonstration lighting. ❑ 11. Hotel/motel sleeping units and guest suites have control device(s) at the entry door that control all permanent luminaires and switched receptacles. ❑ 12. Exit signs 5 Watts or less per sign. �r e LiE ! 13. Tandem wired one -lamp and three -lamp ballasted luminaires (No single -lamp ballasts). 1t/ E Exception(s): ❑ Electronic high -frequency ballasts. OCT 3 Q 2013 ❑ Luminaires not on same switch. IF .i JVED PLANS ARE ❑ Recessed luminaires 10ft. apart orsurface/penlgntnot continuous. NEW SUBMITTAL ❑ Luminaires on emergency circuits. ftEQUVREDF-^.ICR Additional Efficiency Package Requirements: ;RANGE O(:. ❑ 1. The reduced interior lighting power option has been selected as the additional efficiency package required by this energy code. Requirements for this package are applied to the interior lighting allowance calculations. Full compliance with this efficiency option requir ion that the interior lighting allowances and fixture schedule are compliant and deemed to pass. Section 5: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2012 IECC requirements in COMcheck-Web and to comply with the mandatory requirements in the Requirements Checklist. PkC,t o I. PlI FAT - iKTP— /o. Z4.1? Project Title: The Gates Report date: 10/29/13 Data filename: Page 5 of 11 Name - Title ' - Signature ( Dom fx oF- Ij 358 CITY COPY IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. ECEIVE OCT 3 0 2013 project Title: The Gems Report date: 10/M13 Data filename; Pape 0 of 11 Generated by COMcheck-Web Software Mechanical Compliance Certificate 2012 IECC Section 1: Project Information Project Type: New Construction Project Title : The Gates Construction Site: Owner/Agent: 912 W. Main St. Lety Sanchez La Porte, Texas 77571 912 W. Main St. La Porte, Texas 77571 713-501.9851 info@llnensndecor.com Section 2: General Information Building Location (for weather data): La Porte, Texas Climate Zone: 2a Section 3: Mechanical Systems List CITY COPY Designer/Contractor: Daniels Sanchez 1310 E. 29th St. Houston, Texas 77009 713-515-1045 danielasenchez77@yahoo.00m IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. HVAC System (Single Zone wl Perimeter System) : Heating: 1 each - Unit Heater, Electric, Capacity = 80 kBtu/h No minimum efficiency requirement applies Cooling: 1 each - Rooftop Package Unit, Capacity = 118 kBtulh, Evaporatively Cooled Condenser, Air Economizer Proposed Efficiency = 13.00 EER, Required Efficiency = 12.10 EER Fan System: Unspecified HVAC System (Single Zone) : Heating: 1 each - Central Furnace, Electric, Capacity = 59 kBtulh No minimum efficiency requirement applies Cooling: 1 each - Rooftop Package Unit, Capacity = 90 kBtu/h, Evaporatively Cooled Condenser, Air Economizer Proposed Efficiency = 13.00 EER, Required Efficiency = 12.10 EER E izv E 8 V E Fan System: Unspecified OCT 3 0 2013 Water Heater. Gas Storage Water Heater, Capacity: 50 gallons, Input Rating: 75 Btu/h Proposed Efficiency: 13.00 EF, Required Efficiency: 0.58 EF Section 4: Requirements Checklist Requirements Specific To: HVAC System : O 1. Equipment minimum efficiency: Rooftop Package Unit: 12.10 EER (12.3 IEER) O 2. Integrated air economizer Is required for Individual cooling systems and allows modulation of outdoor air and return air dampers to provide up to 100% of the design supply air quantity as outdoor air for cooling. All air economizers shall be capable of automatically reducing outdoor air Intake to the design minimum outdoor air quantity when outdoor air Intake will no longer reduce coding energy usage. Cj 3. Air economizer dampers can be sequenced with the cooling equipment and not controlled exclusively by mixed air temperature. Except/on(s): System controlled from space temperature (such as single -zone systems). ❑ 4. Cooling system provides a means to relieve excess outdoor air during economizer operation. Project Title: The Gates Report date: 1029/13 Data filename: Page 7 of 11 •❑ 5. Hot gas bypass prohibited unl stem has multiple steps of unloading or continuousecity modulation " ❑ 6.• Hot gas bypass limited to 50%*tal cooling capacity Requirements Specific To: HVAC System: ❑ 1. Equipment minimum efficiency: Rooftop Package Unit: 12.10 EER (12.3 IEER) ❑ 2. Newly purchased equipment meets the efficiency requirements ❑ 3. Integrated air economizer is required for individual cooling systems and allows modulation of outdoor air and return air dampers to provide up to 100% of the design supply air quantity as outdoor air for cooling. All air economizers shall be capable of automatically reducing outdoor air intake to the design minimum outdoor air quantity when outdoor air intake will no longer reduce cooling energy usage. ❑ 4. Air economizer dampers can be sequenced with the cooling equipment and not controlled exclusively by mixed air temperature. Exception(s): ❑ System controlled from space temperature (such as single -zone systems). I ❑ 5. Cooling system provides a means to relieve excess outdoor air during economizer operation. Ty Requirements Specific To: Water Heater: COPY ❑ 1. Water heating equipment meets minimum efficiency requirements: Gas Storage Water Heater efficiency: 0.58 EF ❑ 2. First 8 It of outlet piping is insulated ❑ 3. Hot water storage temperature controls that allow setpoint of 90"F for non -dwelling units and 110"F for dwelling units. ❑ 4. Heat traps provided on inlet and outlet of storage tanks Generic Requirements: Must be met by all systems to which the requirement is applicable: ❑ 1. Plant equipment and system capacity no greater than needed to meet loads Exception(s): Standby equipment automatically off when primary system is operating ❑ Multiple units controlled to sequence operation as a function of load ❑ 2. Minimum one temperature control device per system ❑ 3. Minimum one humidity control device per installed humidification/dehumidification system ❑ 4. Load calculations per ASHRAE/ACCA Standard 183. ❑ 5. Automatic Controls: Setback to 55"F (heat) and 85"F (cool); 7-day clock, 2-hour occupant override, 10-hour backup Exception(s): IF THE APPROVED PLANS '{PE ❑ Continuously operating zones MODIFIF ^ _ ❑ 2 kW demand or less, submit calculations TO THE ❑ 6. Automatic start controls that can automatically adjust the daily start time of the HVAC sy ryWrovided for each system. ❑ 7. Outside -air source for ventilation; system capable of reducing OSA to required minimum ❑ 8. R-6 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between duds and the building exterior when ducts are part of a building assembly Exception(s): ❑ Ducts located within equipment ❑ Ducts with interior and exterior temperature difference not exceeding 15"F. ❑ 9. Duds sealed - longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 181 B tapes and mastics ❑ 10. Pipe serving heating and/or cooling systems is insulated per Section C403.2.8. General applicable insulation requirements are: Fluid Temp Range (°F) > 350 : < 1.0" pipe = 4.5"insulation, otherwise 5.0"insulation 251-350 : < 1.0" pipe = 3.0" Insulation, < 1.5" pipe = 4.0" Insulation, otherwise 4.5" insulation 201-250 : < 4.0" pipe = 2.5" insulation, otherwise 3.0" insulation E C E I V E 141-200 : < 1.5" pipe = 1.5" Insulation, otherwise 2.0" insulation 105-140 : < 1.5" pipe = 1.0' insulation, otherwise 1.5" insulation OCT 3 0 2013 40-60 : < 1.5" pipe = 0.5" insulation, otherwise 1.0" insulation < 40 : < 1.0" pipe = 0.5" insulation, < 8.0" pipe = 1.0" insulation, otherwise 1.5" Insulation Exception(s): ❑ Piping within HVAC equipment. ❑ Fluid temperatures between 60 and 105"F. ❑ Fluid not heated or cooled with renewable energy. ❑ Piping within room fan -coil (with AHRI440 rating) and unit ventilators (with AHRI840 rating). ❑ Strainers and values associated with piping <= 1.0". ❑ Direct buried piping with fluid temperatures <= 60"F. ❑ 11.Operation and maintenance manual provided to building owner ❑ 12.Thennostatic controls have 5"F deadband Project Title: The Gates Report date: 10/29/13 Data filename: Page 8 of 11 Exception(s): r O Aenhnostats requiring earn. 3. ,-jngw4w between heeling snd coabro -. ❑ 13. Demand pontrol w:htilatbn (DCV) present for high duo occupancy area (>25 pemon/1000 M In spaces >500 fp) and served by systems with any one of 1) an air -aide economizer, 2) automatic modulating control of the outdoor air damper, or 3) a design outdoor akfbw greater than 3000 dm. Ercepdon(s): ❑ System with heat recovery. ❑ Multiple -zone system without DOC of Individual zags corrmudcating with a central control panel. ❑ System with a design outdoor alrllow less. than 1200 der. ❑ Spaces where the supply airlbw rats minus any makeup or adgolq transfer aI roqukenbnt la leas than 1200 aim. ❑ Ventilation for process beds only. ❑ 14. Motorized, automatic shutoff dampers required on exhaust and outdoor air supply openings Erceptlon(s): ❑ Gravity dampen acceptable in buildings <3 stories ❑ 15.AuWffmdc cwlroli for freeze protection system present ❑ 18.Facn fan system has an energy recovery system when one of the following conditions are met 30% — PDA < 40% AND DAF >0 5.500 der 40% >- PDA < 50% AND DAF — 4.500 clan 50% >• PDA < 60% AND DAF — 3,500 dm 60% >- PDA < 70% AND DAF >• 2,000 aim 70% >- PDA < 8094 AND. DAF » 1,000 cbn 80%.>a PDA AND DAF >= 0 der where PDA a Percent outdoor air at M design aMbw rate end DAF a Design supply fan alrfbw rate Excaption(s): CITY COPY " EC EUVE OCT 3 0 2013 ❑ Laboratory fume hood system with a WW exhaust rate <- 5000 aim. ❑ Systems serving spaces that are not'ccoled and heated to <WF. ❑ Systems with more than 60% of the outdoor heating energy Is provided from sila+ecoversd or site solar energy. ❑ Systems exhausWq toxic, flammable, paint, or corrosive times or dust. ❑ System reWftg dehumidification with cooling Coll energy recovery In safes with the coding coo. ❑ System expected to operate < 20 hrs per week when outdoor air percentage >- 30%. ❑ Where the largest exhaust sauce is lass than 75% of the design outdoor alllow. ❑ 17. Mechanical system shun meet commissioning and completion reWiremernb In Section C408.2. Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in this document Is consistent with the building plans, speclkatbns and other calculations submitted with thts permb application. The proposed mechanical system hove been designed tomes the 2012 IECC, Chapter 8, requirements in COMchecn-Nbb and to comply with the mandatory requirements in the Requirements Checklist. Name - Title Section 6: Post Construction Compliance Statement C^ ❑ HVAC record drawings of the actual Installation, system cepwAlse, calibration Information, and performance data for each equipment provided to the owner. ❑ HVAC 08M documents for all mechanical equipment and system provided to the owner by the mechanical contractor. ❑ Written WAC balanWng and operations report provided to the owner. The above post construction roqudrenenb have been completed. OFF r6wr Principal Mechanical Deaigner-Name Signature JE"M N.T. Five .............. ........... / 66710 ,. IF THE APPROVED PLANS ARE '1YZQlia:w"` F MODIFIED, A NEW SUBMITTAL O THE CITY IS REQUIRED PRIOG (0/T1113 Project Tide: The Gda THE CHA F"Z6 ttS Data fllaname: n .-Zdl. I Date Report date: 10/29r13 Pape 9 or 11 • Generated by COMcheck-Web Software,�A�/E Mechanical Requirements OCT 3 0 2013 Description 2012 IECC The following list provides more detailed descriptions of the requirements In Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1. Equipment minimum efficiency: 2. Integrated air economizer is required for individual cooling systems and allows modulation of outdoor air and return air dampers to provide up to 100% of the design supply air quantity as outdoor air for cooling. All air economizers shall be capable of automatically reducing outdoor air intake to the design minimum outdoor air quantity when outdoor air intake will no longer reduce cooling energy usage. Air economizer dampers can be sequenced with the cooling equipment and not controlled exclusively by mixed air temperature. Exception(s): - System controlled from space temperature (such as single -zone systems). 4. Cooling system provides a means to relieve excess outdoor air during economizer operation. 5. Hot gas bypass prohibited unless system has multiple steps of unloading or continuous rapacity modulation 6. Hot gas bypass limited to 50% of total cooling capacity A I Requirements Specific To: HVAC System : C 1. Equipment minimum efficiency: 2. Newly purchased equipment meets the ef9dency requirements CO ply 3. Integrated air economizer is required for individual cooling systems and allows modulation of outdoor a r and`retum air dampers to provide up to 100% of the design supply air quantity as outdoor air for cooling. All air economizers shall be capable of automatically reducing outdoor air intake to the design minimum outdoor air quantity when outdoor air intake will no longer reduce cooling energy usage. 4. Air economizer dampers can be sequenced with the cooling equipment and not controlled exclusively by mixed air temperature. Exception(s): - System controlled from space temperature (such as single -zone systems). 5. Cooling system provides a means to relieve excess outdoor air during economizer operation. Requirements Specific To: Water Hester: 1. Water heating equipment meets minimum efficiency requirements: IF THr 2. First 8It of outlet piping is insulated PLANS ARE 3. Hot water storage temperature controls that allow setpoint of 90"F for non -dwelling ul6its and 110'F for dwelling unftJ BM I TTA L 4. Heat traps provided on inlet and outlet of storage tanks PRIOR Generic Requirements: Must be met by all systems to which the requirement is applicable: PgIF,C 1. Plant equipment and system capacity no greater than needed to meet loads Exception(s): - The equipment and/or system capacity maybe greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. - Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 2. Minimum one temperature control device per system 3. Minimum one humidity control device per installed humidification/dehumidification system 4. Load calculations per ASHRAE/ACCA Standard 183. 5. Automatic Controls: Setback to 55°F (heat) and 85'17 (cool); 7-day clock, 2-hour occupant override, 10-hour backup Exception(s): - A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. - A setback or shutoff control is not required on systems with total energy demand of 2 kW (6,826 Btu/h) or less. 6. Automatic start controls that can automatically adjust the daily start time of the HVAC system are provided for each system. 7. Outside -air source for ventilation; system capable of reducing OSA to required minimum 8. R-6 supply and return air dud insulation in unconditioned spaces R-8 supply and return air dud insulation outside the building R-8 insulation between duds and the building exterior when duds are part of a building assembly Project Title: The Gates Report date: 10/29/13 Data filename: Page 10 of 11 Exception(s):, Duct Insulation is not requires on ducts located within equipment. Dudt Insulation is not required when the design temperature difference between the interior and exterior of the duct orplenum does not exceed 15'F. 9. Ducts sealed - longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 181 B tapes and mastics 10. Pipe serving healing and/or cooling systems Is Insulated per Section C403.2.8. General applicable insulation requirements are: Fluid Temp {� Range(OF) E C E B V IG > 350 : < 1.0" pipe = 4.5'insulation, otherwise 5.0'insulation 251-350 : < 1.0" pipe = 3.0" insulation, < 1.5" pipe = 4.0' Insulation, otherwise 4.5" insulation 201-250 : < 4.0" pipe = 2.5" insulation, otherwise 3.0" Insulation OCT 3 0 2013 141-200 : < 1.5" pipe = 1.5" insulation, otherwise 2.0" insulation 105.140 : < 1.5" pipe = 1.0" insulation, otherwise 1.5" Insulation 40-60' : < 1.5' pipe = 0.5" insulation, otherwise 1.0" insulation < 40 : < 1.0" pipe = 0.5" Insulation, < 8.0" pipe = 1.0" Insulation, otherwise 1.5" Insulation Exception(s): - Pipe insulation is not required for factory -installed piping within HVAC equipment. - Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55'F and 105'F. - Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. - Piping within room fan -coil (with AHRI440 rating) and unit ventilators (with AHRI840 rating). CITY - Strainers and values associated with piping <= 1.0". - Direct buried piping with fluid temperatures <= 60'F. COPY 11. Operation and maintenance manual provided to building owner 12. Thermostatic controls have 5'F deadband Exception(s): Deadband capability Is not required If the thermostat does not have automatic changeover capability between heating and cooling. 13. Demand control ventilation (DCV) present for high design occupancy areas (>25 person/1000 ft2 In spaces >500 112) and served by systems with any one of 1) an air -side economizer, 2) automatic modulating control of the outdoor air damper, or 3) a design outdoor airflow greater than 3000 cfm. Exception(s): - Systems with heat recovery. - Multiple -zone systems without DDC of individual zones communicating with a central control panel. - Systems with a design outdoor airflow less than 1200 cfm. - Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. - Ventilation for process loads only. 14. Motorized, automatic shutoff dampers required on exhaust and outdoor air supply openings Exception(s): Gravity (non -motorized) dampers are acceptable in buildings less than three stories in height. 15. Automatic controls for freeze protection systems present 16. Each fan system has an energy recovery system when one of the following conditions are met: 30%>= POA <40% AND DAF >=5,500 rim IF THE APPROVED PLANS ARE 40%>= POA <50% AND DAF >=4,500 dm MODIFIED, A NEW SUBMITTAL 50%>= POA < 70% AND DAF >= 3,00 cfm TO THE CITY IS REQUIRED PRIOR 60% >= POA < 0% AND DAF >= 2,000 rim 70% >= POA < 80% AND DAF >=1,000 dm TO THE CHANGE OCCURRING. 80% >= POA AND DAF >= 0 cfm where POA = Percent outdoor air at full design alrllow rate and DAF = Design supply fan airflow rate Exception(s): - Laboratory fume hood systems with a total exhaust rate <= 5000 rim. - Systems serving spaces that are not cooled and heated to <600F. - Systems with more than 60% of the outdoor healing energy is provided from site -recovered or site solar energy. - Systems exhausting toxic, flammable, paint, or corrosive fumes or dust. - Systems requiring dehumidification that employ energy recovery in series with the cooling coil. Systems expected to operate < 20 hm per week when outdoor air percentage >= 30%. - Where the largest exhaust source is less than 75% of the design outdoor airflow. 17. Mechanical systems shall meet commissioning and completion requirements in Section C408.2. Project Title: The Gates Report date: 10/29/13 Data filename: Page 11 of 11 AB Project Reprint Confirzvv -",.)n Page `1 Page I of 1 EABPRJB4803420 Texas Department of Licensing and'Regulatlon Architectural Barriers Project Registration Confirmation Page Tuesday, October 29, 2013 EABPRJ84803420 PERSON FILING FORM Name: Daniels Sanchez Phone: 713-515-1045 Person Address: 1310 E. 29th St., Houston, TX 77009 Ras Number. 1022 Project Name: The Gates Q d / Project Address: The Gates V E 912 W. Main St. OCT 3 0 2013 LaPorte, TX 77571 County: Hants TENANT ny. Contact Name: Phone: -----� Contact Address: SUILDING/FACILITY Name: The Gates FACILITY Owner. Lety Sanchez Phone: 713301-9851 Owner Address: 912 W. Main St- La Porte, TX 77571 Contact Name: Lety Sanchez Phone: Contact Address: Contact Email: /�y � o V 1 p DESIGN FIRM Name: Daniels Sanchez Phone: 713515-1045 Finn Address: 1310 E. 29th St., Houston, TX 77009 f 1 Py COPY Designer Name: Daniels Sanchez Emal: deniela@anddadesign.com U Type of License: Other License Number. PROJECT DESCRIPTION Start Date: 1212013 Completion date: 04/2014 Estimated Cost: $92.000.00 Type of Work: Renovalion/Alterabon Type of Funds: This project Is privately funded, on private land for private use. Are the private funds provided byatenant? Yes IF THE APPROVED PLANS ARE State Lease No. : none MODIFIED, A NEW SUBMITTAL Scope of Work: Interior build -out to an existing shell space. TO THE CITY IS REQUIRED PRIOR Does this buiWing(s) have more then one level? No Are there any elevators,escalators, or platform llftslnthis building? Nq0 THE CHANGE OCCURRING. Are them any boiler In this building? No This AS Project registration Confirmation Page, construction documents, and applicable fees must be submitted in accordance with the Texas Administrative Code Chapter 68, Rule 68.51. If TDLR will be performing the review or inspection services, see Rule 68.80. If a RAS will be performing the review or Inspection services, please contact the RAS as they set and collect their own fees, see Rule 68.75. In accordance with Rule 68,52, the owner of a building or facility must also obtain an inspection from the department or a registered accessibility specialist not later than the first anniversary of the completion of construction. Request for inspection shall be made by completing the Request for Inspection form and submitting it no later than 30 calendar days after the completion of construction. https://www.tdlr.texas.gov/ABProjectRegistrationOnlinelABPrgiectPrintConfirmation.as... 10/29/2013 Nov. 6's, 2013 Leticia Sanchez 101 King William Dr Ia Porte TX, 77571 Subject: 912 W. Main St. Construction Drawing Plan Review Comments Mrs. Sanchez, We have reviewed your construction drawings for code compliance and the following items are required to be corrected or addressed before a building permit can be issued. Once you have revised your plans please submit as a complete package in duplicate and provide a written response to each plan review comment noted below. -1. . .•- • M0. . •. • - 7., Shoot • 1 update •i-� • . . 1 •. . • . •. .'•. . • "• ". Respectfully, Dwayne Menager Chief Inspector 281-470-5070 PLUMBING FIXTURES AND FIXTUI. 'TTINGS I TABLE 422.1 MINIMUM PLUMBING FACILITIES[ Each building shall be provided with sanitary facilities, including provisions for persons with disabilities as prescribed by the Department Hav- ing Jurisdiction. Table 422.1 applies to new buildings, additions to's building, and changes of occupancy or type in an existing building result - DRINKING 32 4 -- Menager, Dwayne From: Menager, Dwayne Sent: Tuesday, November 19, 2013 11:44 AM To: 'info@linensndecor.com'; 'info@beyondsafetyco.com' Cc: Huber, Mark; Meekins, Clif;'danielasanchez77@yahoo.com' Subject: RE: 912 W. Main Construction & Fire Marshal Plan Review Comments Attachments: Minimum required plumbing fixtures 2012 UPC.pdf; 912 West Main (The Gates) passed Buildout.pdf 912 W. Main St. Revised Construction Drawing Plan Review Comments Mrs. Sanchez, Please find attached Table422,1 Minimum Plumbing Fixtures per the 2012 Uniform Plumbing Code. Please correct the cover page calculations and affected sheets to the adopted 2012 UPC. As per Table 422.1 for an A-2 Occupancy the following plumbing fixtures are required; • Men's Restroom 2 Wa er osets, 1 Urinal and 1 lavatory is required. • Women's Restroom 4 Wa Closets and 1 lavatory is required • 1 Service sink Please also find attached the Fire Marshals plan review comments. Mr subject his attached plan review comments. Respectfully, Dwayne Menager Chief Inspector Inspections Division 281-470-5070 CliffMeekins ash—approvea your drawings u 7 From: Menager, Dwayne Sent: Wednesday, November 06, 2013 10:23 AM To: 'info@linensndecor.com'; 'info@beyondsafetyco.com' Cc: Huber, Mark; Meekins, Clif Subject: 912 W. Main Construction & Fire Marshal Plan Review Comments Subject: 912 W. Main St. Construction Drawing Plan Review Comments Mrs. Sanchez, We have reviewed your construction drawings for code compliance and the attached plan review comments are required to be corrected or addressed before a building permit can be issued. Once you have revised your plans please submit as a complete package in duplicate and provide a written response to each plan review comment noted below. Respectfully, Dwayne Menager Chief Inspector' Inspections Division 281-470-5070 Attachments: • Construction Plan Review Comments • Fire Marshal Plan Review Comments • City of La Porte Adopted Codes 0 Menager, Dwayne From: Menager, Dwayne Sent: Wednesday, November 06, 2013 10:23 AM Y To: 'info@linensndecor.com'; 'info@beyondsafetyco.com' Cc: Huber, Mark; Meekins, Clif Subject: 912 W. Main Construction & Fire Marshal Plan Review Comments Attachments: 912 W. Main Plan Review Comments.docx; Fire Marshal Plan Review Comments Rejected 912 West Main.pdf; City of La Porte Adopted Codes.pdf Subject: 912 W. Main St. Construction Drawing Plan Review Comments Mrs. Sanchez, We have reviewed your construction drawings for code compliance and the attached plan review comments are required to be corrected or addressed before a building permit can be issued. Once you have revised your plans please submit as a complete package in duplicate and provide a written response to each plan review comment noted below. Respectfully, Dwayne Menager Chief Inspector Inspections Division 281-470-5070 Attachments: • Construction Plan Review Comments • Fire Marshal Plan Review Comments • City of La Porte Adopted Codes City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE: (281)470-5130 ****ZONING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 13-00001253 Date 11/06/13 Property Address . . . . . . 912 W MAIN ST HCAD Number: 023-185-000-0014 Application type description ZONING PERMIT Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . MAIN STREET DIST OVERLAY ---------------------------------------------------------------------------- Type of Work sic 7911 THE GATES ON MAIN STREET ---------------------------------------------------------------------------- Property owner . . . . . . . CAMPISE & BERTUGLIA INV LLC Owner address . . . . . . . . 1902 ROSCOE ST LA PORTE TX 775715856 other struct info . . . . . SIC CODE (ZONING PERMITS) X ---------------------------------------------------------------------------- Permit . . . . . . ZONING PERMIT Additional desc . . SIC 7911 THE GATES ON MAIN ST. Permit pin number . 445122 Permit Fee . . . . 50.00 Issue Date . . . . 10/07/13 Valuation . . . . 0 Expiration Date . . 4/05/14 Qty Unit Charge Per Extension BASE FEE 50.00 ---------------------------------------------------------------------------- Special Notes and Comments October 4, 2013 8:39:35 AM LAPOVFL. 1. SIC 7911 - WEDDING VENUE/RECEPTION HALL 2. NAME OF BUSINESS AND BUSINESS OWNER: THE GATES ON MAIN ST. - NEW FAITH DEVELOPMENT L.L.C. (MS. LETTIE SANCHEZ). 3. ANY CHANGES OF TENANT, USE, OR OWNERSHIP REQUIRES A NEW ZONING PERMIT. 4. IF ANY INTERIOR AND/OR EXTERIOR IMPROVEMENTS ARE ANTICIPATED, CHECK WITH CITY FOR POSSIBLE PERMIT REQUIREMENTS PRIOR TO COMMENCING ANY WORK. 5. IF DUMPSTER IS UTILIZED AND WITHIN PUBLIC VIEW, APPLICANT MUST APPLY FOR AND OBTAIN A PERMIT FOR A DUMPSTER ENCLOSURE PRIOR TO CONSTRUCTION. 6. NO CITY APPROVED CERTIFIED SITE PLAN AVAILABLE. 7. EXTERIOR STORAGE NOT ALLOWED. 8. CHECK WITH CITY FOR POSSIBLE PERMIT REQUIREMENTS PRIOR TO PLACEMENT OF ANY r. City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE: (281)470-5130 ****ZONING PERMIT**** ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 13-00001253 Date 11/06/13 ---------------------------------------------------------------------------- Special Notes and Comments NEW/FUTURE SIGNAGE. 9. COORDINATE WITH TABC AND CITY SECRETARY'S OFFICE FOR ALCOHOL LICENSE/PERMIT REGULATIONS. 10. PLACEMENT OF ANY SHIPPING CONTAINERS REQUIRES PRIOR CITY APPROVAL. 11. MUST OBTAIN FINAL INSPECTION AND CERTIFICATE OF OCCUPANCY PRIOR TO ANY USE OF THE BUILDING AS A RECEPTION HALL/WEDDING VENUE. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due -------------------- ---------- ----------------- ---------- Permit Fee Total 50.00 50.00 .00 .00 Grand Total 50.00 50.00 .00 .00 Signature of Contractor or Authorized Agent Date --------------------------------------------------- Approved by BUilding Official or Authorized Agent Date �V} JIREH I DESIGN 1310 East 29" Street Houston, Texas 77009 Ph.: 713.515.1045 RESPONSE TO CITY REVIEW COMMENTS c NOV 13 1013 PROJECT: THE GATES ADDRESS: 912W. MAIN ST. LA PORTE, TX 77571 FIRE MARSHAL COMMENTS/RESPONSE: r- J /N ! t �� _ 9, 1. THE CITY OF LA PORTE CITY COUNCIL ADOPTED NEW SMOKING REGULA ON / N APRIL 8, 2013 WHICH MAY AFFECT YOUR BUSINESS. TO REVIEW THE SMOKING ORDIN AND TO LEARN HOW THE NEW REGULATIONS MAY APPLY TO YOU, PLEASE GO TO: //WWW.CI.LA- PORTE. TX. US/GOV/FM/S MOKI NG_OR DI NAC E.ASP a. THERE WILL BE NO SMOKING IN THE BUILDING. 2: THE FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN ORDANCE TO 2003 INTERNATIONAL FIRE CODE; NFPA 101 LIFE SAFETY CODE, 2000 ED; NFPA 13, 1999 ED. SEPARATE PLANS SHALL BE SUBMITTED FOR THE FIRE SPRINKLE A LICENSED FIRE SPRINKLER COMPANY WITH AN RME SEAL. a. SEPARATE PLANS WILL BE SUB ED BY A FIRE SPRINKLER COMPANY. 3. FIRE ALARM SHALL BE IN ACCORDA TO 2003 INTERNATIONAL FIRE CODE; NFPA 101 LIFE SAFETY CODE, 2000 ED; AND NF 2, 1999 ED. SEPARATE PLANS SHALL BE SUBMITTED FOR FIRE ALARM. a. SEPARATE PLAN ILL BE SUBMITTED BY A FIRE SPRINKLER COMPANY. 4. ALL EXIT DOORS SH HAVE A FIRE/PANIC HARDWARE INSTALLED PRIOR TO FINAL INSPECTION. a. NOTE IND TED ON A1.0 UNDER DOOR NOTES 5. ENSURE AL T DOORS AND EGRESS PATH HAVE PROPER EXIT/EMERGENCY LIGHTS PER THE 2003 IN T ATIONAL FIRE CODE. EXIT/EMERGENCY LIGHTS SHALL BE INSTALLED PRIOR TO THE FIR ARSHAL'S FINAL INSPECTION. a. LOCATION AND TYPE OF LIGHTING INDICATED ON REFLECTED CEILING PLAN All PLAN REVIEWER COMMENTS/RESPONSE: 8 WN19AT= Tom= rnV R PA NDER THE CODE ANALYSIS SF( Tln�� Tr+ Tom= ^ ""'r"T ^ T ^� �r)PTF: ADOPTED 7. PROVIDE REQUIRED MBING FIXTUR ULATIONS AnPT2012 UORMPMBING CODE TABLE 42 INI UM PLUMBI FACIL IES.a. PLE SEE PL MBINGC ULATION @6/A0.0MEN' RESTROOM ITH (2) AS R&MIRED PER C Ty71N CULAS. NO CH/ T+ "4+o>r M+.: IN fJL, 1.1 wa�n3 1rs.�. The Gates - Responses to City Comments Page 1 of 2 JIREH I DESIGN 1310 East 29'h Street Houston, Texas 77009 Ph.: 713.515.1045 Please contact me with any questions. Daniela Sanchez JIREH I DESIGN 713-515-1045 0� 3 ?o,3 Sanchez Residence — Responses to City Comments Page 2 of 2 wasmts OFM FF LA PORITE Of �-' FIRE MARSHAL'S POLICE OFFICE t tex►° r "PLAN REVIEW" Date 11/05/2013 Business Name The Gates Address 912 West Main Type of Review Build -out Contractor Reviewed by Clif Meekins, Fire Marshal Approval NO Tha Applicant alell be napons0le to ensure Me design speclnceaons and plans are complete and In compliance wah the requirements set forth In Me 2000 Irdemadeal Fin Code (IFC( and Local Amendments a wall as Me applicable feferencod standards listed In Chapter 45 of lee 2000 IFC. This plan review is not Intanded b be fully Inchm1w as oNer rpdremeres may be Imposed as wnnnted by the Fire Marshal or as deemed necessary during onaas lapocuons by me Fin MMshars Office. 1) The City of La Porte City Council adopted new Smoking regulations on April 8, 2013 which may affect your business. To review the Smoking Ordinance and to learn how the new regulations may apply to you, please go to; Imo://t+mw.ci.la-pone.tx.Lls/aov/fin/smoking_ordinance.asp 2) The Fire Sprinkler system shall be installed in accordance to 2003 International Fire Code; NFPA 101 Life Safety Code, 2000 Ed; and NFPA 13, 1999 Ed. Separate plans shall be submitted for the Fire Sprinkler by a licensed a Fire Sprinkler company with an RME seal. NOTE: The Occupancy Load Calculation noted on Drawing Aq.0 is based on the hypothesis of Unconcentrated (Tables and Chairs) at a I Snet Sgft per Occupant. Since the Tables and Chairs are not fixed and caa be removed therefore making a larger Banquet Hell area, the Occupancy Load Calculation should be based on a Standing Space at a Snet Sqft per Occupant which does require a Fire Sprinkler system the more stringent of the two Load Calculations shall be used. 3) Fire Alarm shall be in accordance to 2003 International Fire Code; NFPA 101 Life Safety Code, 2000 Ed; and NFPA 72, 1999 Ed. Separate plans shall be submitted for Fire Alarm. 4) All Exit doors shall have Fire/Panic hardware installed prior to final inspection. 5) Ensure all exit doors and egress path have proper Exit/Emergency lights per the 2003 International Fire Code. Exit/Emergency lights shall be installed prior to the Fire Marshal's final inspection 6) Building will require a "Final" inspection by the Fire Marshal's Office prior to moving any furniture, tenants and/or personnel into building. 125 South 3'd Street, La Porte, TX 77571 Office: 281-867-4603 Fax:281-867-4629 Menager; Dwayne From: Meekins, Clif Sent: Friday, November 15, 2013 5:35 PM To: Menager, Dwayne Cc: Huber, Mark Subject: Re: 912 W. Main plan revisions Sorry I just seen your email. I don't need to re -see the plans and I will send you an approved review Monday. Clif Meekins Fire Marshal, City of La Porte 125 South 3rd Street La Porte, Texas 77571 Office:281-867-4603 Fax:281-867-4629 This e-mail and any documents transmitted are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you have received this e-mail in error, please notify the sender immediately. This message may contain Law Enforcement sensitive and/or confidential information. If you are not the named addressee you should not disseminate, distribute or copy this e-mail and you are notified that disclosing, copying, distributing or taking any action in reliance on the contents of this information is strictly prohibited. On Nov 15, 2013, at 2:24 PM, "Menager, Dwayne" <MenagerDPlaoortetx.gov> wrote: Plans are in the usual place. Respectfully, Dwayne Menager Chief Inspector Inspections Division 281-470-5070 From: Menager, Dwayne Sent: Friday, November 15, 2013 8:44 AM To: Meekins, Clif; Wise, Sandra Cc: Huber, Mark Subject: 912 W. Main Cliff, We have received the revised plans for 912 W. Main. A note has been added to the drawings stating FIRE SPRINKLER DRAWINGS TO BE SUBMITTED SEPERATELY. In addition they have provided written responses to your plan review comments. (Attached for your review) Do you want to see the actual drawings or will the attached responses suffice?? I all looks good please send me an approved plan review sheet. I Lj Received Log Over the counter r -a 0 ck\—k' MAN k-LI K kcvl -11;-333-03,33 r F SiresFt, A-z X�, 2 q— D?,C,-A East;--��-OOC4 qoc) — M LI - 99 -7 4 G D MS-TF-VCTI 6-13 P I Arli 5 3 11 N Y- b (- -71 3 - -) 5-L - i.;z q3 ay,,cd 6F t I -2-2-S 31L P(-Q 4116/0 8 9 10 11 12 13 14 15 S Drive (CityShares)/ City Planning Share/ 04- Inspections Division/ Inspections/ Received Log Over the Guuntei Menager, Dwayne ' From: Meekins, Clif Sent: Thursday, November 07, 2013 6:15 PM To: Info - LinensnDecor Cc: Menager, Dwayne; Huber, Mark Subject: Re: 912 W. Main Construction & Fire Marshal Plan Review Comments Mrs Sanchez, I am available Monday at 9:00. Please let me know if that works with your schedule and we can meet in my office. Clif Meekins Fire Marshal, City of La Porte 125 South 3rd Street La Porte, Texas 77571 Office: 281-867-4603 Fax: 281-867-4629 This e-mail and any documents transmitted are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you have received this e-mail in error, please notify the sender immediately. This message may contain Law Enforcement sensitive and/or confidential information. If you are not the named addressee you should not disseminate, distribute or copy this e-mail and you are notified that disclosing, copying, distributing or taking any action in reliance on the contents of this information is strictly prohibited. On Nov 7, 2013, at 5:06 PM, "Info - LinensnDecor" <info@linensndecor.com> wrote: Thank you for getting back to us so soon. For us, time is so precious at this point and having our Wedding Venue up and running to bring more business/clients to La Porte is our gold. Mr. Huber and Mr. Menager, we are working on getting all the corrections/comments done. Mr. Marshall, I would like to schedule an appointment to come and talk about our building. Please let me know when is a good time and date to meet. I can also be reach at the number below. Thank you, Lettie Sanchez (713) 501-9851 From: "Menager, Dwayne" <MenaserD@laportetx.aov> Date: Wed, 6 Nov 2013 16:22:49 +0000 To: Leticia Sanchez <info@linensndecor.com>, "info@beyondsafetyco.com" <i nfo @ beyondsafetvco.com> Cc: "Huber, Mark" <HuberM@laportetx.aov>, "Meekins, Clif" <MeekinsCC@Iaportetx.gov> Subject: 912 W. Main Construction & Fire Marshal Plan Review Comments Subject: 912 W. Main St. Construction Drawing Plan Review Comments Mrs. Sanchez, NWCF9MCE LA PORTE cf A 4� FIRE MARSHAL'S OFFICE "PLAN REVIEW" Date 11/05/2013 Business Name The Gates Address 912 West Main Type of Review Build -out Contractor Reviewed by Clif Meekins, Fire Marshal Approval NO The appgcant Mall bar responsible to snare the design spedllceWns aM p4ns • wmpNa In eempllenee vdm the re0ulnrrnnb M forth In the 2000 International Fin code (IFC) and Local Fmendmads as wNl a tla appacable Stand gatM M Chepter sd of the 200a 1FC. Tlde plan nNew Is not warred to be fuiy Inolusf" a other requlnmem• may be Imposed as vnmpisd the Fin W or •a aeemM necesun 0Nq eMOe IPlan MAW by iM Fin M•nhei'e Office. J 1) The City of LaPorte City Counci ad*ed new S oking regulations on April 8, 2013 which may affect your business. To revie Smoking rdinance and to learn how the new regulations may apply to you, please go to; h ://www.ci a-porte.mus/gov/firn/smoking ordinance.aso 2) The Fire Sprinler system shall be installe in accooda ce to 20003 I tional Fire Code; NFPA 101 Life SafetyCode, 2ljOp Ed; and NF A 13, I 9 . Separate s shall be submitted for the Fire Sprinkler by a((\\lic ed a Fire rinklerr c In a y with anRNseal. NOTE: a Ocappancy Load alculation to on Dmwm A0.0 is based on the hypothesis of Unconcen d les and Ch rs) at a I5 t ft per Occup moe the 'fables and Chairs are not fixed and can be remo ed therefore aking a I e anquet I-Inll are the Occupancy Load Calculation should be based on a Stan ng Space a 5neI Sgft ccupant Pp•h oes require a Fire Sprinkler system the more stringent of the two Load Iculations'�tal used. ` r \ \ I- 3) Fire Alarm shall be in a ordance to 2 3 Intern tional Fire Code; NFPA 101 Life Safety Code, 2000 Ed; and NFPA 7 , 1999 Ed. Separate plans shall be submitted for Fire Alarm. 4) All Exit doors shaly6ave Fire/Panic hardware installed prior to final inspection. 5) Ensure all ex' doors and egress path have proper Exit/Emergency lights per the 2003 International V,re Code. Exit/Emergency lights shall be installed prior to the Fire Marshal's final inspection 6) Buildin will require a "Final" inspection by the Fire Marshal's Office prior to moving any furnit e, tenants and/or personnel into building. 125 South 3N Street, La Porte. TX 77571 Office: 281-867-4603 Fax:281-867-4629 JIREH I DESIGN 1310 East 29`h Street Houston, Texas 77009 Ph.: 713.515.1045 RESPONSE TO CITY REVIEW COMMENTS PROJECT: THE GATES ADDRESS: 912W. MAIN ST. LA PORTE, TX 77571 FIRE MARSHAL COMMENTSIRESPONSE: NOV 13 1013 1. THE CITY OF LA PORTE CITY COUNCIL ADOPTED NEW SMOKING REGULATIONS ON APRIL 8, 2013 WHICH MAY AFFECT YOUR BUSINESS. TO REVIEW THE SMOKING ORDINANCE AND TO LEARN HOW THE NEW REGULATIONS MAY APPLY TO YOU, PLEASE GO TO: HTTP//WWW.CI.LA- PORTE. TX. US/GOV/FM/S MOKI NG—OR DI NAC E.ASP a. THERE WILL BE NO SMOKING IN THE BUILDING. 2. THE FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN ACCORDANCE TO 2003 INTERNATIONAL FIRE CODE; NFPA 101 LIFE SAFETY CODE, 2000 ED; AND NFPA 13, 1999 ED. SEPARATE PLANS SHALL BE SUBMITTED FOR THE FIRE SPRINKLER BY A LICENSED FIRE SPRINKLER COMPANY WITH AN RME SEAL. a. SEPARATE PLANS WILL BE SUBMITTED BY A FIRE SPRINKLER COMPANY. 3. FIRE ALARM SHALL BE IN ACCORDANCE TO 2003 INTERNATIONAL FIRE CODE; NFPA 101 LIFE SAFETY CODE, 2000 ED; AND NFPA 72, 1999 ED. SEPARATE PLANS SHALL BE SUBMITTED FOR FIRE ALARM. a. SEPARATE PLANS WILL BE SUBMITTED BY A FIRE SPRINKLER COMPANY. 4. ALL EXIT DOORS SHALL HAVE A FIRE/PANIC HARDWARE INSTALLED PRIOR TO FINAL INSPECTION. a. NOTE INDICATED ON A1.0 UNDER DOOR NOTES 5. ENSURE ALL EXIT DOORS AND EGRESS PATH HAVE PROPER EXIT/EMERGENCY LIGHTS PER THE 2003 INTERNATIONAL FIRE CODE. EXIT/EMERGENCY LIGHTS SHALL BE INSTALLED PRIOR TO THE FIRE MARSHAL'S FINAL INSPECTION. a. LOCATION AND TYPE OF LIGHTING INDICATED ON REFLECTED CEILING PLAN A1.1 PLAN REVIEWER COMMENTS/RESPONSE: 6. UPDATE THE COVER PAGE UNDER THE CODE ANALYSIS SECTION TO THE CURRENT CITY OF LA PORTE ADOPTED CODES. PLUMBING AND MECHANICAL DESIGN IS REQUIRED TO BE BY THE 2012 UNIFORM PLUMBING AND THE 2012 UNIFORM MECHANICAL CODES. a. REVISED. PLEASE SEE COVER PAGE. 7. PROVIDE REQUIRED PLUMBING FIXTURE CALCULATIONS AS PER THE 2012 UNIFORM PLUMBING CODE TABLE 422.1 MINIMUM PLUMBING FACILITIES. a. PLEASE SEE PLUMBING CALCULATIONS @ 6/A0.0 AND REVISED MEN'S RESTROOM WITH (2) WATER CLOSETS AS REQUIRED PER CALCULATIONS. NO CHANGE NEEDED IN WOMEN'S RESTROOM. 8. UPDATE SHEET M1.0 UNDER OUTSIDE AIR CALCULATIONS REFERENCE THE 2012 UNIFORM MECHANICAL CODE NOT THE 2007 INTERNATIONAL CODE. a. PLEASE SEE REVISED M1.0 The Gates — Responses to City Comments Page 1 of 2 JIREH I DESIGN 1310 East 291h Street Houston, Texas 77009 Ph.: 713.515.1045 9. CORRECT SHEET M1.0 RESTROOM EXHAUST FAN REFERENCE THE 2012 UNIFORM MECHANICAL CODE NOT THE 2006 UMC. a. PLEASE SEE REVISED M1.0 10. SHEET M1.0 UNDER GENERAL NOTES REMOVE ALL REFERENCES TO THE CITY OF HOUSTON 8 THE 2000 UMC. a. PLEASE SEE REVISED M1.0 11. SHEET P1.0 REMOVE NOTE #3 2006 IPC. a. PLEASE SEE REVISED NOTE ON P1.0 12. SHEET P1.0 REMOVE NOTE #3 2006 IPC. a. PLEASE SEE REVISED NOTE ON P1.0 Please contact me with any questions. Daniela Sanchez JIREH I DESIGN 713-515-1045 H0p 13 ?813 411 Sanchez Residence — Responses to City Comments Page 2 of 2 O - I\ PLAN REVIEW I 11• 1 1 1. 1 . i 1 1 HCAD#:a ate. • 0 1 q HTE LOC#: FLOOD .. SUB/DATE RETURNED -ZONING PERMIT GERrT SFFE PLAN . . 1 . • _ • . ti. 11 11 .•w. •• ••� •�amiit- - /t1 • '.. 1 � I J Y � � • W/3 Q` z %.,I �"�L TAXES UP TO DATE?: DATE OF REVIEW: litl6lla INSPECTOR: ITEMS NEEDED FOR ISSUANCE OF PERMIT: 1. CURRENT INSURANCE CERT. (if applicable) OK mJ.MTc c cc C ue .nv Tn%„ ..J*- n a/r J«.tr-.rJ-trJ•1. 4t�-r ).�ltiunc G Pc,M�,4 I�x �n� •,.9➢ r S 1 o1J' L 4 t /J v n i. .wt� ram+ /,, iPc oK 'Pb V* .•PdATc SJ..�t lam °" r .►� K 11L SA It u:4Tl Anf3 Ner fool r c Jo utdATc taJT&4ftM E1N.n. Jrr_rkJ Kf. T,�, i4� 2,aJy KMc. N� �ad�- uM� JM....•N>> T.vJsc.►T'4. (�rr. 4.r�r' Sfie.d- M 1. o /r1.ac�inA ICA L �r� r1.ac`/q l tJ O ► e S Qsivl. a s h rl RaFJ, enk ('a APu....s..�, 5...6StrLT?.� /!Il iP/(1Co�+r�.anT� - �:A..�a[1rs11ttsr DATE TIME NAME OF PERSON CONTACTED io23 A•%' F��I�� alJc./Tcnna; /vvn2l�cl c Co.uSi • P f ,� city s F /-1 fta s a . L4 o..r Ly Ot 4f . i" s -d 3 1 Pe 2g` .►lr�di� Crar..lµ vSXPS \INSPECI70N DIVISIOMnsPwd=\COMI. PLAN REVIEW COVER SHEET.dm Rev. FEB2012 , &JcV1\ P;L-..,IL u-eq.. \,LJ J1.1 /lOS'_is3 RI.$ . loak IPa rye Ar— wgc. Arc �►_ . Pl ,�. Ft 1*7 %L"A a �J r Inspections Division Building Permit Checklist Page 2 . Zoning Permit Energy Code Analysis (if applicable) (City Ord 106-142) Yes or No (State Law) Yes or No Harris Ge Harris County Dept. (Restaurants) approved "Plans Review Information Report" Yes or No received from Harris County? MEN ___... ..ter. • — .- Proposed?Sample Well CertificateCurrent :• Foundation Plans :• Structural Framing Plan •:• Electrical Drawings •: Plumbing Drawings :• Mechanical Drawings Ord 74-121(c) Yes or No (City (City Ord 82-35) Yes or No (State Law) Yes or No (State Law) Yes or No (State Law) Yes or No (State Law) Yes or No (State Law) Yes or No T T., S:ICPSh=\jNSPEC rl0N DMSIONIInspocoons\Bldg P Checklist ComLdoclul2oll j m File Edit Commands Help 'BO 1Tt SECTOR OK' Y. Exit. C -.Cancel. Address I Related ._ Property Description Inquiry Location ID: HCAD Number: Alternate Search Method: Location address: Primaryrelated party: a o T J rl :. _� r_�� r 912 W IvWN ST CLP CAMPISE & BERTUGLIA INV LLC Lh) IV, Received Log Over the counter 9 %# Wi .. ... . C 4 Y, k r: -M �W ... (n �-vi 1 I'0k1 1 3 3 o 3,13 Fk- a a s P-14� 2 )t t�t�LAJOC)'4 tast cj , -;S 4 - 19 -7 me-,- Y- -F"�) ko r 3 11 - 5-1 71 0 tLe- L-%F b F, tee Iz 4 akkkic/ Nv� 5 4L4-1 (oa,)- -A --.1 �k I r V- V -2,ZS b2r,- L L4 6 - 7 Le2AC 5g4,� 5 CDdbnl�l 11 . bl�k S-�J-t� Ax1aA-k-4U— T� fgye 8 S V,2 5 S. It-5#Ca s7' LL 9 7-91 Ll Ct 0 Le A-01:� 10 13 9 "y 12 13 14 15 S Drive (CityShares)/ City Planning Share! 04- Inspections Division/ Inspections/ Received Log Over the Counter PREPARED 12/31/13, 13:O7:06 INSPECTION TICKET PAGE 2 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 12/31/13 ________________________________________________________________________________________________ ADDRESS 912 W MAIN ST SUSDIV: LA PORTE CONTRACTOR BEYOND CONSTRUCTION PHONE (832) 556-3268 OWNER CAMPISE 6 BERTUGLIA INV LLC PHONE . PARCEL 023-185-000-0014 APPL NUMBER: 13-00001795 REMODEL, COMMERCIAL ________________________________________________________________________________________________ PERMIT: CR 00 BLDG PERMIT -COMMERCIAL REMODEL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ________________________________________________________________________________________________ GRPL 01 12/16/13 MR PLBG, PLUMBING, GROUND TIME: 13:00 12/16/13 AP plbg ground. no name 832-641-3434 GROUND PLUMBING INSP PASSED PER DENNIS PITCH. WLCO O1 12/31/13 DM BLDG, WALL COVER IME: 13:0q -_- --' i _ pc Se rU uce Etivin 281-804-9557 1 3 - 1 7 9 5 ••Requested arou d 3pm• 'r/"r 1 rif. Q �1'reA _______________________�'S/ !/____--___ COMME N'CS�A'ND NOTES __________/ •_ -------------------------- 1-6-1 Y n a-tu J n ;l PREPARED 1/02/14, 12:24:49 INSPECTION TICKET PAGE T CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 1/02/14 ________________________________________________________________________________________________ ADDRESS 912 W MAIN ST SUBDIV: LA PORTE CONTRACTOR BEYOND CONSTRUCTION PHONE (832) 556-1766 OWNER CAMPISE 6 BERTUGLIA INV LLC PHONE . PARCEL 023-185-000-0014 APPL NUMBER: 13-0000179S REMODEL, COMMERCIAL ________________________________________________________________________________________________ PERMIT: EL 00 ELECTRICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------------------------------- --------------------------------------------------------- TMCI O1 1/02/14 DM ELEC, TEMPORARY CUT -IN TIME: 13:00 TCI INSPECTION Eld.yn - 1,22Q81-804-119557 J� (/ ___________________________ OFIMENTPAFD NOT"£S •_e -cast _ d_ �3 ----- PREPARED 1/21/14, 7:29:08 INSPECTION TICKET PAGE 11 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 1/21/14 ________________________________________________________________________________________________ ADDRESS 912 W MAIN ST SUBDIV: LA PORTE CONTRACTOR BEYOND CONSTRUCTION PHONE (832) 556-3768 OWNER CAMPISE 6 BERTUGLIA INV LLC PHONE . PARCEL 023-185-000-0014 APPL NUMBER: 13-00001795 REMODEL, COMMERCIAL ________________________________________________________________________________________________ PERMIT: CR 00 BLDG PERMIT -COMMERCIAL REMODEL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------------------------- ------------------------------------------------------------- GRPL O1 12/16/13 MR PLBG, PLUMBING, GROUND TIME: 13:00 12/16/13 AP RIDS ground. no name 832-641-3434 GROUND PLUMBING INSP PASSED PER DENNIS FITCH. WLCO O1 1 2 / 3 1 / 1 3 DF BLDG, WALL COVER TIME: 1 3 : 0 0 12/31/13 DA Wall Inspection Edwin 281-804-9557 1 3 - 1 795 -Requested around 3pm•• TCI LETTER REQUIRED. DF " VICO 02 1/14/14 OF BLDG, WALL COVER TIME: 17:00 1 / 1 4 / 1 4 AP ELEC WALL COVER EDWIN - 281-804-9557 EARLY AS POSSIBLE WALL COVER INSP PASSED PER DENNIS FITCH. INSPECTOR NOTE: PARTIAL SOUTH SIDE WALLS - ELEC/FRAMING ONLY. CVUP O1 1/21/14 DM COVER UP TIME: 08:00 RICK SANCHEZ 832-556-37PLEASE CALL WHEN HEADING FOR INSPECTION. (6w88..) A_�COMMENTS --------------- AND NOTES -------------------------------------- PREPARED 1/14/14, 1J:1o:48 1NSPECTIUN TICKET PAGE J CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER DATE 1/14/14 ________________________________________________________________________________________________ ADDRESS 912 W MAIN ST SUBDIV: LA PORTE CONTRACTOR BEYOND CONSTRUCTION PHONE (832) 556-3768 OWNER CAMPISE & BERTUGLIA INV LLC PHONE . PARCEL 023-185-000-0014 APPL NUMBER: 13-00001795 REMODEL, COMMERCIAL ________________________________________________________________________________________________ PERMIT: CR 00 BLDG PERMIT -COMMERCIAL REMODEL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ________________________________________________________________________________________________ GRPL 01 12/16/13 MR PLBG, PLUMBING, GROUND TIME: 13:00 12/16/13 AP plbg ground. no name 832-641-3434 GROUND PLUMBING INSP PASSED PER DENNIS FITCH. WLCO O1 12/31/13 OF BLDG, WALL COVER TIME: 13:00 12/31/13 DA Wall Inspection Edwin 281-804-9557 13-1795 - -Requested around 3pm•- TCI LETTER REQUIRED. DP WS 02 DM BLDG, WALL COVER TIME: 17:00 _—_—_--- ELEC WALL COVER --1/14/14— EDWIN - 281-804-9557 EARLY AS POSST�j,E/� _____________________________ A rcOMMENT A D NOTES------_� pcLr4 ('0_ I sou �_II d e „4/a S ei'eC l ieauli•1s oh I Y INSECT EN w/ FLUE. A. G.I. FLUE, ,AP, ITERFLASHING ,IL FLANGE. TERFLASHING, 4D 12" MIN. SYSTEM, SPECS. TED WOOD NAILERS, TYP. ROOF PENETRATION (EX. FAN) N.T.S. GV DRILL HOLES AND EPDXY SET #3 BARS AT 24" O/C OR 1- 2 CD w iI #3 REBAR AT 16" O/C EACH WAY OR #4 REBAR AT 24" O/C EACH WAY EXISTING CONCRETE SLAB 3000 PSI CONCRETE VAPOR BARRIER OVER TWO INCH MINIMUM SAND CUSHION OVER 95% COMPACTED SUBGRADE SLAB REMOVAL DETAIL N.T.S. GALV. INSECT SCREEN. PLUMBING VENT STACK. 3# LEAD FLASHING — EXTEND INTO VENTSTACK (1" MIN). COUNTER — FLASHING ROOF SYSTEM, RE: SPECS. VENT PENETRATION DETAIL N.T.S. CENTER SECURING —BRONZE SCORATED TOP SCREW FLOOR LINE FLANGED WITH FLASHING COLLAR AS REQ'D THREADED PLUG FITTING TYPE AS REQ'D 1/8 BEND TO SUIT SOIL PIPE. Y BRANCH SOIL PIPE FLOOR CLEANOUT DETAII N.T.S. STRUCTURPI CII00ADT DRAW BAN CONT. SEA METAL CAI ATTACH & SEALANT. CONT. FLA OVER ROC STRIP w/ EXTEND 1. ROOF ASS AS SPEC. ROOF PENETRATION DETAIL N.T.S. C PIPING SPECIFICATIONS HOT AND COLD WATER: CPVC SCH.40. WITH SOLVENT WELDED JOINTS SANITARY WASTE AND VENT: PVC SCH.40. WITH SOLVENT WELDED JOINTS FIXTURE ROUGH —IN SCHEDULE: CPVC SCH.40 COLD WATER PIPING — - — - — - — CPVC SCH.40 HOT WATER PIPING ---------- CPVC SCH.40 4"0 SANITARY SEWER PVC SCH.40 2"0 VENT PIPING - — — — — — — — — — - CPVC SCH.40 1/2"0 TRAP PRIMER PIPE ----------- CPVC SCH.40 PLUMBING FIXTURE SCHEDULE WC WATER CLOSET. AMERICAN STANDARD. FLUSH VALVE TOILETS VITREOUS CHINE FIXTURE, CADET NO. 2377.100 (ELONGATED BOWL. WHITE COLOR. (ADA COMPLIANCE) LAV LAVATORY. AMERICAN STANDARD. WALL —HUNG LAVATORY VITREOUS CHINA. FIXTURE NO. LUCERNE 0356.015. FRONT OVERFLOW. D—SHAPED BOWL. SELF DRAINING DECK AREA WITH CONTOURED BACK AND SIDE SPLASH SHIELDS. FAUCET LEDGE. WHITE COLOR (ADA COMPLIANCE) MS FLOOR MOUNT MOP SINK, FIBER GLASS TYPE, 'ELKAY' OR APPROVED EQUAL FD-1 3" FLOOR DRAIN, JOSAM 30000—A SERIES, CAST IRON BODY WITH WADE W-2400, J" BRONZE TRAP PRIMER VALVE WITH VACUUM BREAKER AND ASSOCIATED WATER PIPING FD 3" FLOOR DRAIN, JOSAM 49020AS, CAST IRON BODY, NICKEL —BRONZE ANTI —TILTING GRATE, CLAMP DEVICE AND SEDIMENT BUCKET FS 3" FLOOR SINK, 12" X 12" SQUARE CAST IRON, 10" DEEP WITH DOBLE DRAINAGE FLANGE, INTERNAL DOME STRAINER, NICKEL BRONZE SLOPED RIM AND I ANTI —TILTING GRATE BFP BACK FLOW PREVENTER, REDUCED PRESSURE PRINCIPLE, WATTS COMPLETE WITH STRAINER, TEST AND GATE VALVES W/H 50 GALLON ELECTRICAL WATER HEATER PLUMBING FIXTURE GENERAL NOTES PROVIDE SHUT OFF VALVES FOR ALL WATER LINES AT PLUMBING FIXTURES AND EQUIPMENT CONNECTIONS. MAXIMUM FLOW FROM A SINK OR LAV. FAUCET SHALL NOT EXCEED 2.2 GAL. OF WATER/MIN MAXIMUM FLOW OF WATER PER FLUSH FROM URINAL SHALL NOT EXCEED 0.50 GAL. AVE. MAXIMUM FLOW OF WATER PER FLUSH FROM A TOILET SHALL NOT EXCEED 1.28 GAL. AVE. INSTALL TRAP PRIMER THAT SERVE THE RESTROOM & WATER HEATER. CITY 3' VENT 3" VENT 3" VENT 00-i . TO ROOF ( 1 TO ROOF TO ROOF ill , I►� ,-.1 J, L r I 2 VENT _ _ _ _ 3/4" HWL -T-�- - =- - , - - 7 - r7- ��- -�-�- -�I - - _ ---=�---- ---T--f- - -T- - - - -- --- T f -j �--� �---�- - 1-T-- - - t-�--—�T - ;--� -- t --- - - --I- i--i---� 1" CWL L - _ r 1 r T- T-- tT T"- f I I 3 3 I 3 3 I IW13 3 IW =(�(3 I IJ ) �i �I I ` I IJ I IJ JI IJ �I I�I� 1 ( N N 1 N N ( 1 N N t t t I N r;3: it le % t l N) t l 1 N N 1 ►1 It It t l t 1 N N N I IN �N N I f N �N �N I �N I N I ^ I N (ItN Is ^ J 1 I I I I I I II III � I I I `(III I )I I I I i �� CEWE • (� I R I I I I I I I I JAN 10 2014 t l 1 >1 1 1 1 IIWASHER �I I II I I MS I I I III I TRAP TRAP1 1 ( I 1 I 1 1 1 GUARD GUARD ( GUARD / GUARD FINISH FLOOR =_Ly N to i7 N N N N N i•) M M ) N N N r M M M N M N i EXISTING 6' PLUMBING RISER DIAGRAM N.T.S. 1 Issue No. Date Description 1 10/30/13 ISSUED FOR PERMIT Q 11/07/13 REVISIONS PER CITY COMMENTS Q 11/21/13 REVISIONS PER CITY COMMENTS Q3 12/18/13 REVISIONS PER ELEC./OWNER Q4 01/07/14 REVISIONS PER OWNER JIREH Desion Dan iela Sanchez 1310 E. 29th St. Houston, TX 77009 Phone: 713-515-1045 danielasanchez77 yahoo.conn Pft)M T_ THE GATES own JIREH DESIGN ,KN,ECT r v! X v,Z� WQW Q L.L r 0�0 0 e 0 W I— 0) J J W LU D0� ��W Z J z2z) m 0 W v y � a �QU G a- 0 Cn I P1.2 Drawing Number MECHANICAL EQUIPMENT SCHEDULE MODEL COOL (BTU) HEAT (KW) TON ELECT CFM COMMENTS RTU-1 GOODMAN 118,000 11.8 10 46OV/3/60A 4,000 NEW RTU-2 GOODMAN 118,000 11.8 10 46OV/3/60A 4,000 NEW RTU-3 GOODMAN 90,000 11.8 7.5 208V/3/30A 3,000 NEW EF-1 (x2) BROAN 120V/1/1.70A 75 NEW EF-1 (A) BROAN 120V/1 /1.70A 100 NEW *MECHANICAL CONTRACTOR TO VERIFY EQUIPMENTS ELECTRICAL SERVICE WITH ELECTRICIAN BEFORE ORDERING RTU. LEGEND O PROGRAMABLE THERMOSTAT. R 24" X 24" AIR A RETURN GRILLE. TITUS OR EQUAL 0 24" X 24" AIR SUPPLY DIFFUSER.. TITUS OR EQUAL ® 12" X 12" AIR SUPPLY DIFFUSER.. TITUS OR EQUAL 12" X 6" SIDE AIR SUPPLY DIFFUSER.. TITUS OR EQUAL FLEX. DUCT SIZE CFM RANGE 6" DIA. 0 TO 120 8" DIA. 121 TO 230 10" DIA. 231 TO 350 12" DIA. 351 TO 500 14" DIA. 501 TO 650 A THERMOSTAT LOCATION FOR RTU 1 & 2 OUTSIDE AIR CALCULATIONS MECHANICAL GENERAL NOTES OUTSIDE AIR REQUIREMENTS FOR VENTILATION AT BACK 1. VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE AND FROM D. DIMENSIONS SHOWN ON PLANS SHALL BE FREE AIR FLOW AREA. AREAS ARCHITECTURAL PLANS. E. FLEXIBLE DUCT SHALL BE INSULATED WHERE LONGER RUNS ARE TOTAL OUTSIDE AIR REQUIRED FOR VENTILATION 1,291 CFM 2. CONTRACTOR AND SUB -CONTRACTOR SHALL PAY FOR ALL PERMITS AND REQUIRED COMBINE FLEX. DUCT WITH RIGID ROUND DUCT (INSULATED). CHARGES REQUIRED AND COMPLY WITH ALL GOVERNING CODES AND ORDINANCES. F. SEAL ALL TRANSVERSE JOINTS, SEAMS AND FITTINGS WITH ALT. PER UNIFORM MECHANICAL CODE 2012 25cfm x 14 PEOPLE = 350cfm FRESH AIR FOSTER "32-50" WATER BASE HIGH VELOCITY DUCT SEALANT a. ALL WORK TO MEET WITH THE CITY OF LA PORTE AMENDMENTS, IN ACCORDANCE WITH SMACNA STANDARD. & UNIFORM MECHANICAL CODE REQUIREMENTS (2012 UMC) A G. ALL SUPPLY & RETURN AIR DUCTS LOCATED OUTSIDE THE BUILDING OUTSIDE AIR SUPPLIED FOR VENTILATION 3 VISITING THE SITEEACH BIDDER SHALL VISIT THE SITE OF THE SHALL BE INSULATED USING R-8 INSULATION RTU-1 @ 118,000.00 CFM = 1000 CFM RTU-2 @ 118,000.00 CFM = 1000 CFM RTU-3 @ 90,000.00 CFM = 800 CFM TOTAL OUTSIDE AIR SUPPLIED FOR VENTILATION = 2800 CFM TOTAL OUTSIDE AIR SUPPLIED FOR VENTILATION 2800 CFM TOTAL OUTSIDE AIR REQUIRED FOR VENTILATION 1291 CFM TOTAL OUTSIDE AIR SUPPLIED GREATER THAN REQUIRED 1509 CFM DESCRIPTION AREA OUTDOOR AIR VENTILATION (CFM) 1. DANCE HALL 3,362 sf. ft. 841 2. CORRIDORS 149 sq. ft. 8 3. PREP AREA 185 sq. ft. 100 4. STORAGE 272 sq. ft. 68 5. BRIDAL ROOM 353 sq. ft. 88 6. RESTROOMS 269 sq. ft. 150 7. BAR 145 sq. ft. 36 1,800 CFM 4,735 sq. ft. 1,291 CFM TOTAL OUTSIDE AIR PRV. NET AREA TOTAL OUTSIDE AIR REQ. fl . PROPOSED WORK AND SHALL FULLY INFORM HIMSELF REGARDING THE EXTERNALLY INSULATED DUCT SHALL BE R-& FACILITES. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR WORK OR MATERIALS OMITTED FROM BIDDER'S CONTRACT PROPOSAL H. ALL SUPPLY & RETURN AIR DUCTS LOCATED INSIDE THE BUILDING DUE TO HIS FAILURE TO SO INFORM HIMSELF BY SUCH INVESTIGATION. SHALL BE INSULATED USING R-5/R-6 INSULATION. 4. CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT AND STRUCTURE EXTERNALLY INSULATED DUCT SHALL BE R-5/F-6. ENGINEER PRIOR TO THE PLACEMENT OF EQUIPMENT ON THE ROOF AND 8. CONDENSATE LINES SHALL BE FULL SIZE, DRAIN TO NEAREST FLOOR DRAIN THE CUTTING OF THE ROOF OPENINGS. OR APPROVE FIXTURE. 5. REFER TO REFLECTIVE CEILING PLAN FOR THE EXACT LOCATIONS OF 9. PROVIDE COMPLETE HVAC CONTROL SYSTEMS INCLUDING ELECTRONIC ALL CEILING AIR DEVICES. PROGRAMMABLE THERMOSTAT WITH TAMPER -PROOF LOCKING COVER, CONTROL WIRING CONDUITS, INTERLOCK WIRING AND CONTROL DEVICES. 6. FURNISH AND INSTALL COMPLETE AND OPERATIONAL MECHANICAL SYSTEMS AS SHOWN ON PLANS AND SPECIFIED HEREIN. 10. SUPPLY AIR DIFFUSER SHALL BE TITUS MODEL TDC,UNLESS OTHERWISE 7. DUCTWORK SHALL BE AS FOLLOW: NOTED, 24"X24" FACE, ROUND NECK WITH VOLUME DAMPER. 11. RETURN AND EXHAUST AIR GRILLES SHALL BE TITUS MODEL 50F OR RIGID FIBERGLASS DUCT SHALL BE 1.5" THICK EQUAL FIBERGLASS DUCT BOARD WITH ALUMINUM VAPOR BARRIER ON THE EXTERIOR COMPLIANT WITH UL 12. CONTRACTOR SHALL INSTALL ALL MECHANICAL EQUIPMENT IN ACCORDANCE STANDARD NO. 181, AIR DUCT. WITH MANUFACTURER'S RECOMMENDATIONS. B. FURNISH AND INSTALL AIR SCOOPS. EXTRACTORS, SPIN -IN 13. BALANCE AIR DISTRIBUTION SYSTEMS PER AABC STANDARDS. CONTRACTOR FITTINGS WITH VOLUME DAMPERS AND SPLIT DAMPERS WITH SHALL SUBMIT FINAL BALANCING REPORT SIGNED BY AABC CERTIFIED OPERATORS AND LOCKING QUADRANTS AT ALL SPLITS, BRANCH ENGINEER.s CONNECTIONS AND REGISTER OR DIFFUSER CONNECTIONS TO DUCKWORK AND AS OTHERWISE INDICATED ON PLANS. 14. CEILING EXHAUST GRILLE AND TRANSFER AIR GRILLE SHALL BE. TITUS If C. INSULATE ALL GALVANIZED SHEETMETAL SUPPLY, RETURN AND MODEL 50F OR EQUAL OUTSIDE AIR DUCT WITH 1" THICK, MATFACED INTERNAL DUCT CITY LINER WITH SCREW SUPPORT AT 12" ON CENTER. Copy ' z - ._ -- -- IF-z HE VE} PLA-a=- - -- A � _ _ _ < I>� --------- ----------------------------------------------------------- I I s =. A A DEC 1,9 MECHANICAL FLOOR PLAN n Issue No. Date Description 1 10/30/13 ISSUED FOR PERMIT Q 11/07/13 REVISIONS PER CITY COMMENTS Q 11/21/13 REVISIONS PER CITY COMMENTS Q3 12/18/13 REVISIONS PER ELEC./OWNER JIREH Design Daniela Sanchez 1310 E. 29th St. Houston, TX 77009 Phone:713-515-1045 danielasanchez77C.yahoo. com F'.)" T_ THE GATES ovmm JIREH DESIGN ARCHITECT y�'' rFfiq��1 :k............... ................. JEFFREY H.T. FANG �:.. • �..j 65710� e F.S iC E N SEOo\�i 1 M/ON L E � T ti LO U) Cn Z �-- W Q W m r ��O o o W N n Z = � M1.0 Drawing Number SCALE: 1 /4"=1'—O" MECHANICAL EQUIPMENT SCHEDULE MODEL COOL (BTU) HEAT (KW) TON ELECT CFM COMMENTS RTU-1 GOODMAN 118,000 11.8 10 46OV/3/60A 4,000 NEW RTU-2 GOODMAN 118,000 11.8 10 46OV/3/60A 4,000 NEW RTU-3 GOODMAN 90,000 11.8 7.5 208V/3/30A 3,000 NEW EF-1 (x2) BROAN 120V/1/1.70A 75 NEW EF-1 (x1) BROAN 120V/1 /1.70A 100 NEW *MECHANICAL CONTRACTOR TO VERIFY EQUIPMENT'S ELECTRICAL SERVICE WITH ELECTRICIAN BEFORE ORDERING RTU. LEGEND QT PROGRAMABLE THERMOSTAT. R 24' X 24' AIR A RETURN GRILLE. TITUS OR EQUAL 24"X24"AIR 0 SUPPLY DIFFUSER.. TITUS OR EQUAL ® 12" X 12" AIR SUPPLY DIFFUSER.. TITUS OR EQUAL 12" X 6' SIDE AIR SUPPLY DIFFUSER.. TITUS OR EQUAL FLEX. DUCT SIZE CFM RANGE 6' DIA. 0 TO 120 8" DIA. 121 TO 230 10" DIA. 231 TO 350 12" DIA. 351 TO 500 14" DIA. 501 TO 650 THERMOSTAT LOCATION FOR RTU 1 & 2 OUTSIDE AIR CALCULATIONS OUTSIDE AIR REQUIREMENTS FOR VENTILATION AT BACK AREAS TOTAL OUTSIDE AIR REQUIRED FOR VENTILATION 1,291 CFM ALT. PER UNIFORM MECHANICAL CODE 2012 25cfm x 14 PEOPLE = 350cfm FRESH AIR 1 OUTSIDE AIR SUPPLIED FOR VENTILATION RTU-1 @ 118,000.00 CFM = 1000 CFM RTU-2 @ 118,000.00 CFM = 1000 CFM RTU-3 @ 90,000.00 CFM = 800 CFM TOTAL OUTSIDE AIR SUPPLIED FOR VENTILATION = 2800 CFM TOTAL OUTSIDE AIR SUPPLIED FOR VENTILATION 2800 CFM TOTAL OUTSIDE AIR REQUIRED FOR VENTILATION 1291 CFM TOTAL OUTSIDE AIR SUPPLIED GREATER THAN REQUIRED 1509 CFM DESCRIPTION AREA OUTDOOR AIR VENTILATION (CFM) 1. DANCE HALL 3,362 sf. ft. 841 2. CORRIDORS 149 sq. ft. 8 3. PREP AREA 185 sq. ft. 100 4. STORAGE 272 sq. ft. 68 5. BRIDAL ROOM 353 sq. ft. 88 6. RESTROOMS 269 sq. ft. 150 7. BAR 145 sq. ft. 36 1,800 CFM 4,735 sq. ft. TOTAL OUTSIDE AIR PRV. NET AREA 1,291 CFM TOTAL OUTSIDE AIR REQ. MECHANICAL GENERAL NOTES 1. VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE AND FROM D. DIMENSIONS SHOWN ON PLANS SHALL BE FREE AIR FLOW AREA. ARCHITECTURAL PLANS. E. FLEXIBLE DUCT SHALL BE INSULATED WHERE LONGER RUNS ARE 2. CONTRACTOR AND SUB —CONTRACTOR SHALL PAY FOR ALL PERMITS AND REQUIRED COMBINE FLEX. DUCT WITH RIGID ROUND DUCT (INSULATED). CHARGES REQUIRED AND COMPLY WITH ALL GOVERNING CODES AND ORDINANCES. F. SEAL ALL TRANSVERSE JOINTS, SEAMS AND FITTINGS WITH FOSTER '32-50" WATER BASE HIGH VELOCITY DUCT SEALANT a. ALL WORK TO MEET WITH THE CITY OF LA PORTE AMENDMENTS, IN ACCORDANCE WITH SMACNA STANDARD. & UNIFORM MECHANICAL CODE REQUIREMENTS (2012 UMC) 1� G. ALL SUPPLY & RETURN AIR DUCTS LOCATED OUTSIDE THE BUILDING 3. VISITING THE SITE: EACH BIDDER SHALL VISIT THE SITE OF THE SHALL BE INSULATED USING R-8 INSULATION. PROPOSED WORK AND SHALL FULLY INFORM HIMSELF REGARDING THE EXTERNALLY INSULATED DUCT SHALL BE R—& FACILITES. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR WORK OR MATERIALS OMITTED FROM BIDDER'S CONTRACT PROPOSAL H. ALL SUPPLY & RETURN AIR DUCTS LOCATED INSIDE THE BUILDING DUE TO HIS FAILURE TO SO INFORM HIMSELF BY SUCH INVESTIGATION. SHALL BE INSULATED USING R-5/R-6 INSULATION. EXTERNALLY INSULATED DUCT SHALL BE R-5/F-6. 4. CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT AND STRUCTURE ENGINEER PRIOR TO THE PLACEMENT OF EQUIPMENT ON THE ROOF AND 8. CONDENSATE LINES SHALL BE FULL SIZE, DRAIN TO NEAREST FLOOR DRAIN THE CUTTING OF THE ROOF OPENINGS. OR APPROVE FIXTURE. 5. REFER TO REFLECTIVE CEILING PLAN FOR THE EXACT LOCATIONS OF 9. PROVIDE COMPLETE HVAC CONTROL SYSTEMS INCLUDING ELECTRONIC ALL CEILING AIR DEVICES. PROGRAMMABLE THERMOSTAT WITH TAMPER —PROOF LOCKING COVER, CONTROL WIRING CONDUITS, INTERLOCK WIRING AND CONTROL DEVICES. 6. FURNISH AND INSTALL COMPLETE AND OPERATIONAL MECHANICAL SYSTEMS AS SHOWN ON PLANS AND SPECIFIED HEREIN. 10. SUPPLY AIR DIFFUSER SHALL BE TITUS MODEL TDC,UNLESS OTHERWISE NOTED, 240X24" FACE, ROUND NECK WITH VOLUME DAMPER. 7. DUCTWORK SHALL BE AS FOLLOW: 11. RETURN AND EXHAUST AIR GRILLES SHALL BE TITUS MODEL 50F OR RIGID FIBERGLASS DUCT SHALL BE 1.5" THICK EQUAL FIBERGLASS DUCT BOARD WITH ALUMINUM VAPOR BARRIER ON THE EXTERIOR COMPLIANT WITH UL 12. CONTRACTOR SHALL INSTALL ALL MECHANICAL EQUIPMENT IN ACCORDANCE STANDARD NO. 181, AIR DUCT. WITH MANUFACTURER'S RECOMMENDATIONS. B. FURNISH AND INSTALL AIR SCOOPS. EXTRACTORS, SPIN —IN 13. BALANCE AIR DISTRIBUTION SYSTEMS PER AABC STANDARDS. CONTRACTOR FITTINGS WITH VOLUME DAMPERS AND SPLIT DAMPERS WITH SHALL SUBMIT FINAL BALANCING REPORT SIGNED BY AABC CERTIFIED OPERATORS AND LOCKING QUADRANTS AT ALL SPLITS, BRANCH ENGINEER. CONNECTIONS AND REGISTER OR DIFFUSER CONNECTIONS TO DUCKWORK AND AS OTHERWISE INDICATED ON PLANS. 14. CEILING EXHAUST GRILLE AND TRANSFER AIR GRILLE SHALL BE TITUS MODEL 50F OR EQUAL C. INSULATE ALL GALVANIZED SHEETMETAL SUPPLY, RETURN AND OUTSIDE AIR DUCT WITH 1" THICK, MATFACED INTERNAL DUCT LINER WITH SCREW SUPPORT AT 12" ON CENTER. is ARCH- - ---------- ------- ------- -------------------------` > 500 CFM = REPLACE A A EXISTING R RTU LOCATION 500 CFM--*— 20 I—► 500 CFM 500 CFM-e— 20'--o--500 CFM ,° 500 CFM \ .0 16 SEC 19CIA 2013 Issue No. Date Description 1 10/30/13 ISSUED FOR PERMIT Q 11/07/13 REVISIONS PER CITY COMMENTS Q 11/21/13 REVISIONS PER CITY COMMENTS Q3 12/18/13 REVISIONS PER ELEC./OWNER JIREH Design Daniela Sanchez 1310 E. 29th St. Houston, TX 77009 Phone: 713-515-1045 danielasanchez77CI-yahoo.com Pmj.d T THE GATES OMER JIREH DESIGN ARCHITECT � y�.1E OF l�t�st� 40* ........................ ....:.?t II JEFFREY H.T. FANG :................, 6571�0 r�Qi i��-CENSFNQ�ta�i ONAL .T 7 LO .r*-_ cnX Cn Z wQW " m Q ry O o " W N 0— z L = F- CD Q J o_ MECHANICAL FLOOR PLAN SCALE:--1 /4"=1'-0" M1.0 Drawing Number O� as1 Q 8� 8 8a 2-0 200-0 0 0 2-0 THIS DIMENSION N.T.S. Of _11 THIS O DIMENSION �2 4 N.T.S. 070 202-0 ` THIS DIMENSION N.T.S. 0 �"s o r- Imo' -GATE VALVE THIS o DIMENSION 00 d N.T.S. N THIS DIMENSION N.T.S. 8 120-0 8 780-0 THIS DIMENSION N.T.S.� THIS DIMENSION N.T.S. 7 ,- .t 0 a G-1 O , O °` 0 O a 0 054 t 0 _ r+] a a a < kT Li 52 ( a N t\ w TOS 7 0 2 4 4 t m y 1 I I -" 74! 0 _a�ti�ti'-'j,^ina THIS •2tENSION 3'Z f N 1 I N v �3-- — _ — Q202-0 2-O ' S0-0 3 2' o 2-11 z p ARCH 81 13 81 A F.F. l ' ° .. O �° - �8'1" 13' 8'1' A F F /� N.T.S.-0 I s __ -� —--z--=-- --�— -- — 4 ARCH 8'1" 3 81 A.F.F. j = 1 AR�-4THIS DIMENSION N.T.S. 4 1 i a A.F. ,n 5-3 4 10-81 ♦ 2 t� 010-734 GATE VALVE 2_2 11 11 a A.F.F. / �,ii11 !THIS DIMENSION N.T.S. �_0 1I: ;a 12-41 z ( 4fa Vr2 12-5143— 1—CIO FDC STRAIT 4Nx25" O[ N =2 11 i 1 17 " 014114 11z 11z — 2 o 2 t14 t 114 114, �1-6' 8-9 ! 2-5 3-6 - 3-3 11-2 { 10-7 j 8-7 I 11-2 1-7 9-7 1 + 1 1 rn BELL 1 1 0 O/ } 1 1 9-0 1-9 THIS ! t ) r 1 I DIMENSION - - - - w N.T.S. t j 1 1 ! ..GATE VALVE I 1 1 0 UPRIGHT SPRINKLER FOR i f i } I i I 15-014 1 9-1 ! • 6/ 8 N ABOVE CEILING PROTECTION 3 TYPICAL ! ( n I I i —0 300-0 ; 1 , source wonnat m V + { } % I Data afRaw Test/ inlo: 01-07-14 THIS DIMENSION N.T.S. t Location of flow test data: ' UPRIGHT SPRINKLER FOR PROTECTION UNDER CONDI IT 212 W. MAIN ST. LA PORTS TX 7757f SO(IrCe Of A0W test data: HYDRANT FLOW TEST O i ! I t 1 + Source data Paints _ 1" _ Pressure Flow '..J , SPACE ABOVE CEILING 6NT0 � ^ 0 h� ° � � � � s ? ? 50.00 1093.00 FILLED WITH INSULATION i h '� _1_g o41 I NO SPRINKLERS ABOVE CEILING co 1 1034 b I ! ? ISti St3 r i2 I St , s10 i , i i a T O/ i o�" 2 2 2 ! t REQUIRED W THIS ROOM i 1 / 2 2 2 ? 2 t 11 + 114 �' 1 1 ' Calculation results for Design Area t - 912 W.MAIN ST. I T 3-6 i 3-3 7-51 4 3-834 10-7 11-2 9-0 1—g This system as shown on SIMPLEXGRINNELL SCR 0659 company i i ? j mP y print no dated 01-13-14 10— ? _ 7h —10 2-10 0-1 _ .. .ry O _ o ( _ 7 I 11-2 j for THE GATES at 912 W. MAIN ST. oo I t °� vim 0 5 i [ N + ' l ` ; contract no 975393101 is des' ned to discharge at a rate of 0.15 = O i ,� o «, t S f u9 9e gpm/ft Umin/ of floor area over o _ a maxlmuan area of 1503 ft= when supplied with water at a rate of 277.2 opm at 47.4 psi at the base of the riser. 00 Hose stream allowance of is included in the above. Occupancy classification: OH 1 Number of heads flowing: 13 t ( Commodity classification: System i ) I Maximumvelocity: Wet UPRIGHT I ER CONDI ON UNIT 1 1 I i i Maximum storage height a ' 5.77 ills 1 Storage arrangement: 90 sou 1 1' 0" 0" A.F.F. o 5-0'+ 8-1t34 I OPEN TO THE DECKFlow tom In -Rack ; ge n9 9Pm Pressure Required at Source: 47.4 psi I t ¢ F ow from Overhead sknk sprinklers: 277.2 � pri gpm Pressure Available at Source: 55.9 psi ? ? I f I l ! I flow from Inside Hoses: 0 T UPRIGHT SPRINKLER FOR' PROTECTION UNDER COND UNIT ( I gpm Surplus Pressure at Source: 8.5 psi Otherfrom Outsfixed ide Hoses: 0 gpm Fla 0 opm i ,• i } 3 $ i { I Total flow 1n system piping: 277.2 gpm 13 { , pr ( 1 i r t Additional flow at/beyond source: 250 opm � p �' R ; 1 J a" ( ) I = E l k Total o all flows: 527.2 gpm b 114 1' 1 O f 2 2 2 ( Z 2 -- t 13 114 1 z 2 2 iz 114 114 t 1 .i 9-7 4 4-114 i 2-9 pc`�112 l 6-11/4 i 4-234 5-134 .ry 1 10-7 —7 11-2 i 11-2 ! ? 9-0 1-9 to /+ 5-0 4 3-6 r 3-3 i 11-2 i i i O to 0-9 ��,r _ r• imp E- -" _ - -� i . � � i I '� i } ( � � ' I r r-034 bt 11' 0" A.F.a K• � I �. I f t i } I f 1 !! ? i bt i 10 0 A.F.F. 1-034 0-1034 1-�' r I F t -- 11' 0" A.F. j ! f , ; ► ' f I -3 � �S �k t � N T /tK t i , a1-0 4� 11' 0" A.F.F. 0-103 0-10 + 1 11 . O/� 114 112 2 °/ r 2 9-734 Q / 4-1 4 114 2— - 4 - 3 —2 1 < 21 2 et i 2 2 l 2 1 �12 i 114 ? ? 1 1 O t ° _ 4 11 2 —2 2 3-6 i 0 3-3 11-2 10-7 114 I 9-0 —8 i 1 1-0 5-2 ,c, i �, !; l y. N i 0 ' —7 { 11-2 11-2 t ti I 1 ( I vj �S �� v'� I 4s/ i `c1 1 N ' 176 t fn 0-1034 I 5 �.- i 1 ..BALL VALVE THR i !J Tos s o sal F' a 1 4 TO THE SYSTEM _ . . \Ir INSPECTOR TEST SECTION A FLOW SWITCHI Li 00 /FLOW SWITCH FDc s0 FROM FDC PRESSURE GAUGE' 4 CHECK VALVE � a 'd• GR 90 DRAIN PRESSURE GAUD BUTTERFLY SHUT OFF VALVE a2t SCALE 1 /4" = 1'-01) d. icV-1 FR Check t BFV—N If 90 2' 4' 6' 810' 12' 14' 16' 18' 20' SUPPLY 4 N SFrTK}N R M.J. 90 3 INN 4 CMOs BRANCH UNE I'll AtaOM (SHE PLAN) r x Door aeu+ar we If t/1" La. -peoerr aareom CLUM •/ TYP. RETURN BEND ASSEMBLY Beam Clamp A.T.Rod HANGER DETAIL COR 4 FIRE SPRINKLER SYSTEM NOTES: - ALL MATERIALS AND DEVICES SHALL BE UL LISTED AND/OR FM APPROVED FOR FIRE PROTECTION USE AND IN ACCORDANCE WITH NFPA #13 2010 EDITION. — 1" THRU Y PIPE TO BE SCHEDULE 40 BLACK STEEL, ASTM A135 WITH THREADED ENDS AND THREADED IRON FITTINGS, WHERE UTILIZED IN TREE SYSTEM. — 2-1/2- THRU 4" GROOVED PIPE TO BE SCHEDULE 10, ASTM A135 OR A795 WITH ROLL GROOVED ENDS AND GROOVED TYPE FITTINGS U.N.O. — ALL THREADED FITTINGS TO BE STANDARD CAST IRON BLACK. — ALL GROOVED FITTINGS AND COUPLINGS TO BE DUCTILE IRON. — ALL CROSS MAIN OUTLETS TO BE SHOP WELDED FEMALE THREADED OUTLETS, OR LISTED ROLLED GROOVED SCHEDULE 40 OUTLETS. WELDING TO BE DONE BY A CERTIFIED AR-3 LEVEL WELDER. FIELD MODIFICATION TO BE DONE BY INSTALLATION OF MECHANICAL TEES THREADED OR GROOVED. — ALL HANGERS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA #13, 2010 EDITION. SEE HANGER DETAILS FOR THEIR COMPONENTS. — ALL NEW PIPING TO BE TESTED PER NFPA 13. 2010 — INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA #13 2010 EDITION. EXCLUSIONS — THERMOSTATICALLY CONTROLLED HEAT, WHICH SHALL BE PROVIDED BY OTHERS, SHALL BE THROUGHOUT AREAS WITH WET PIPE SPRINKLER SYSTEMS TO PREVENT THE WATER FILLED PIPE FROM BEING EXPOSED TO FREEZING TEMPERATURES. AREAS SHOULD BE KEPT AT A TEMPERATURE ABOVE 40' FAHRENHEIT. — ELECTRIC FIRE ALARM SYSTEM AND/OR ELECTRICAL DEVICES THAT SHALL BE ATTACHED TO THE FIRE SPRINKLER SYSTEM SHALL BE PUT IN SERVICE BY OTHERS. — PAINTING OR PRIMING OF SPRINKLER SYSTEM PIPING, DEVICES, HANGERS, ECT...AND TEMPORARY PROTECTION OF SPRINKLER HEADS AND DEVICES FROM PAINTING OVER SPRAY TO BE PROVIDED BY OTHERS, IF REQUIRED. I have reviewed these plans and certify that they comply with the adopted NFPA standards. SIMPLEXGREI HELL, LP 8323 N. ELDRIDGE PKWY, #120 HOUSTON, TEXAS 77041 (281) 671-3300 SCR-0 53 RME -Signature: Printed RME Name: RME-G�[7c*05gDATE AS -BUILT R�IUBMTTTAL ❑ OTHER 5 PLAN NORTH a:WUjui co �zO uxi W-WQ~WM02 00 � iEo�m�o ?EW ��//. uzu�,�r-•o o�—�S W =OQ Wa��mOJ �@ W ��3aox xo u�J �Woa�� nt oc9 � F- LL! FLLj;�� oo �x Ld 'QO ��maaw O �oxZy z Z in W Z _ Z Z OUOFxZOYwQ�W02� 0: z00omxJZ00 x W CL C CC g N C �ZF-�LL��W� v ZJm worzoWN��rn3 =oaa)j= �i = oOwxz OFF}Om-w`z'v�� z z0 R0SQRWW= -WCz UU.,= R D�mZ} aW Q��aW�W-Jo :I mao$iia�J3zzM "> z O F- a U N W CO Z z O 0 j W W LLI W_ W f� L ffif W o: W 2 W Z W YY z t� U U v 0 W � J Y � z¢mm tlLa� Y (L Z LL a-u,Lr) NWCO � o � N V m z a z S2 w a CL 0 M * N } it �IM-1:: Ir-- it3 " Z , W :I J z ? It a. U) J H O N � H .— r` ti � � ae a U < O o Y U." `` zt W♦ %& N U .r.cn n CD CD Uj • Z = v It c m c a cc 0 o0 41 '� C U a � J w Q Lu z o a oCD M z: co sN— 4 J 11 0LU Q � C/3 2 _ Y L: O I• � V V 0 :° . �QU UU IN �. .•`.b. NOTE: 1. ALL HOME RUNS TO NEW PANEL'B' U.N.O. 2. MAX 1800 W PER 20A, 1 P, 120V CIRCUIT ■ A I� ELECTRICAL LEGEND CIRCUIT HOME RUM LA— X INDICATED GROUND CONDUCTOR INDICATED NEUTRAL CONDUCTOR INDICATED PANEL & CIRCUIT BREAKER NUMBER INDICATED HOT CONDUCTOR 0 TELEPHONE OUTLET. PROVIDE BOX IN WALL WITH PULL WIRE TO AN ACCESSIBLE LOCATION ABOVE CEILING. STANDARD DUPLEX OUTLET, 20 AMP., 125 VOLT, 2 POLE, 3 WIRE GROUNDED TYPE. STANDARD QUADRUPLEX OUTLET, 20 AMP., 125 VOLT, 2 POLE, 3 WIRE GROUNDED TYPE. ®d DUPLEX OUTLET 15AMPS, 125V, 2 POLE, 3 WIRE GROUND TYPE, WEATHERPROOF BOX PROTECTION. OFLOOR OUTLET 200 VOLT DUPLEX OUTLET, 15 AMP., 125 VOLT, 2 POLE, 3 WIRE WITH GROUND 13171 FAULT INTERRUPTER PROTECTION. EXHAUST FAN WITH A 100 CFM AIR ® EXCHANGE REQUIRED. WALL MOUNTED TOGGLE SWITCH, 15 AMP., 120/27 VOLT RATED, MOUNT 48" ABOVE FINISHED FLOOR, COMPLETE WITH SMOOTH PLASTIC PLATE. S0 SENSOR OCCUPANCY ® ELECTRICAL PANEL OJUNCTION BOX 1. AIR CONDITIONING ROOF TOP UNIT 480V VOLTS 3 PHASE, 60 HZ 2. PROVIDE A GROUND FAULT PROTECTED WEATHERPROOF DUPLEX RECEPTACLE AT ROOF TOP UNIT ON ROOF AS SHOWN AND REQUIRED BY CODE 3. ALL BREAKERS SHALL BE SPARES UNLESS INDICATED OTHERWISE. ALL SPACES SHALL BE 50 AMPERE SIZE, ONE(1) POLE UNLESS INDICATED OTHERWISE. COMPLETE WITH BUSS CONNECTIONS, READY FOR BREAKER INSTALLATION. ALL BREAKERS SHALL BE CAPABLE OF WITHSTANDING A MINIMUM FAULT CURRENT OF 10,000 AMPERES FOR 250 VOLT OR 18,000 AMPERES FOR 600 VOLT SYSTEMS, RMS SYMMETRICAL BUT IN NO CASE SHALL BE LESS THAN THE LARGEST BUSS RATING IN THE PANEL BOARD. 4. ALL FEEDER FUSES SHALL BE BUSSMAN TYPE KTN-R OR EQUIVALENT, CURRENT LIMITING TYPE FOR 250 OR 600 VOLT. ALL MOTOR FUSES SHALL BE CURRENT LIMITING DUAL ELEMENT TYPE RATED 250 VOLT OR 600 VOLT FOR THE APPLIED EQUIPMENT. 5. PROVIDE JUNCTION BOX IN WALL AND RUN PULL WIRE FOR TELEPHONE AND/OR DATA LINE OUTLET TO AN ACCESSIBLE LOCATION ABOVE CEILING LINE. PROVIDE" CONDUIT IN CONCRETE, SLAB OR MASONRY WALL. 6. RUN FROM RECEPTACLE IN CEILING TO 7 DAY TIME SWITCH TO CONTROL LIGHTS. MOUNT RECEPTACLES IN CEILING FOR TENANTS LIGHTS AND SIGNS. TIME SWITCH SHALL BE TORK OR EQUIVALENT. 7. SEALING COMPOUND IN DIFFERENT TEMPERATURE BY 300-7(A) 8. ALL CONDUCTS RUN FROM PANEL SHALL BE REQUIRED PER 384-2 9. ALL 15 AND 20A, 125V RECEPTACLES IN BATHROOMS SHALL BE GFCI POWER PLAN KEY NOTES N.T.S. DEC 18 2013 POWER PLAN SCALE: 1 /4 =1 —0 Issue No. Date Description 1 10/30/13 ISSUED FOR PERMIT 11/07/13 REVISIONS PER CITY COMMENTS Q 11/21/13 REVISIONS PER CITY COMMENTS Q3 12/18/13 REVISIONS PER ELEC./OWNER JIREH Design Daniela Sanchez 1310 E. 29th St. Houston, TX 77009 Phone: 713-515-1045 dan,letasanchez77@yahoo.com .ro,.d THE GATES OWNER JIREH DESIGN ARCHITECT r VJ x U Z �"— wQW u v c o o o W S N Z Q a . Pl1 V� Z UJ _ n— �ry W o U o o Z c LJLJ .� O u 0 W a- in E1.0 Drawing Number OVERALL LOAD ANALYSIS ELECTRICAL LOAD ANALYSIS 1. EXISTING PEAK LOAD = 2560 x 1.25 = 3200 VA 1. LIGHTING LOAD 2. NEW LOAD AT 100% = 95079 VA A) AS PER N.E.C. 2011 TOTAL = 98279 VA 4887 SQ FT X 3 X 1.25 = 18326 VA AT 240 V, 3 0 238 AMPS B) (ACTUAL 7240) X 1.25 = 9050 VA SERVICE PROVIDED CAPACITY IS 400 AMPS WE USED THE GREATER 2. HVAC AT 100% 2x20000 + 1x15000 = 55500 VA 3. WATER HEATER AT = 4500 VA 4. WASHING MACHINE 3 x 1500 = 4500 VA 5. DRYER 3x5000 = 15000 VA 6. RECEPTACLES 29 X 180 = 5220 VA 7. ICE MACHINE = 2400 VA 8. MISC. = 15000 VA 9. 25% OF LARGEST MOTOR = 2500 VA TOTAL = 122946 VA AT 240 V, 3 0 296 AMPS SERVICE PROVIDED CAPACITY IS 400 AMPS INSIDE f OUTSIDE WEATHERHEAD 0 NEW 2"C, 3# 3/0 CU I l 10- NEW 2"C, / 1 C J � C � NEW NEW NEW 200 AMB 120 / 240V 200 AMB 120 / 240V NEW 400 AMB 60 AMLO 10, 3W 3 0, 4W DISC. M l PANEL B PANEL A NEMA 3R NEMAI NEMAI r� C NEW 2"C, 4# 3/0 CU J r{ l / GRADE s MOVE EXISTING -4"C, 4# 600 KCMIC CU / METER, DISCONNECT, C AND HOUSE PANEL TO NEW LOCATION EXISTING PEAK 2.56 KVA I I I I I I I I HOUSE M F PANEL 120 / 240 V I 10,3W � II 1 400 A, 120/240V 3 0, 4W NEMA 3R EXISTING # 2" CU EXISTING Z� EXISTING RISER DIAGRAM NEW IS INDICATED 1. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID DATE AND THOROUGHLY FAMILIARIZE FAMILIARIZE HIMSELF WITH ALL EXISTING INSTALLATIONS. DETERMINE THE EXTENT OF THE NEW WORK TO PERFORM THIS CONTRACT. NO ALLOWANCES WILL BE MADE FOR FAILURE TO COMPLY WITH THIS REQUIREMENT OR LACK OF FAMILIARIZATION WITH EXISTING INSTALLATIONS. 2. ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE CITY OF LA PORTE BUILDING CODE, AND ALL APPLICABLE STATE AND LOCAL ORDINANCES. 3. ALL MATERIAL SHALL BE NEW, UNDAMAGED, AND UNBLEMISHED AND U.L. LISTED EXCEPT AS NOTED. 4. OBTAIN ALL PERMITS REQUIRED TO DO THIS WORK AND PAY ANY FEES REQUIRED FOR SUCH PERMITS. 5. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE TIME OF OWNER ACCEPTANCE. WORK OR EQUIPMENT FOUND TO BE SUB -STANDARD OR FAULTY SHALL BE CORRECTED DURING THESE PERIOD AT NO COST TO THE OWNER. 6. SEAL CONDUIT PENETRATIONS THROUGH WALLS WITH FIRE RETARDENT SEALANT U.L. LISTED SUCH AS CHASE FOAM CTC-PR855. 7. ALL WORK SHALL BE GROUNDED TO COMPLY WITHOUT EXCEPTION WITH ALL PROVISIONS ARTICLE 250 OF THE 1996 EDITION OF THE NATIONAL CODE. PROVIDE SIZE GREEN GROUND CONDUCTOR TO ALL RECEPTACLES. 8. PROVIDE TEMPORARY SERVICE AS REQUIRED FOR CONSTRUCTION POWER AND REMOVE SUCH TEMPORARY SERVICE WHEN WORK IS COMPLETE. 9. CONDUIT SHALL BE MINIMUM 1/2" RUN CONCEALED ABOVE CEILING IN FINISHED AREAS OF BUILDING. ALL CONDUIT SHALL BE U.L. LISTED PERPENDICULAR TO THE STRUCTURAL FEATURES OF THE BUILDING. CONTRACTOR MAY USE TYPE BX CABLE WITH GROUND WHERE CONCEALED IN THE WALLS AND WHEN PERMITTED BY APPLICABLE CODES AND BUILDING MANAGEMENT. 10. ALL WIRE SHALL BE COPPER. NO WIRE SMALLER THAN #12 FEEDER WIRE SHALL BE THW OR THWN INSULATED. FIXTURE WIRE SHALL BE TYPE PF. ALL WIRING SHALL BE COLOR CODED IN ACCORDANCE WITH THE CITY OF HOUSTON BUILDING CODE. CONTROL WIRING, DATA CABLES, AND TELEPHONE WIRING SHALL BE TEFLON INSULATED OR AT CONTRACTORS OPTION SHALL BE RUN IN CONDUIT. N.T.S. PANEL A NEMA:I MAIN BRKR AMPS 200 NOTES WIRE SIZE # 3/0 CU 1. ALL BRKS TO BE IP/20A UNO VOLTS 120/240 AIC 22000 2. BALANCE ALL LOADS PHASE 3 WIRE 4 3. LABEL ALL CIRCUITS CRT DESCRIPTION LOATT A WIRE BRKR BRKR WIRE WATT OAD CRT DESCRIPTION 1 2 30A, 2P #10 5000 DRYER RTU-1 20000 #6 60A,3P 3 4 5 6 30A, 2P #10 5000 FUTURE DRYER 7 8 RTU-2 20000 #6 60A,3P 9 10 30A 2P #10 5000 FUTURE DRYER 11 1 13 1 30A, 2P #10 4500 WATER HEATER RTU - 3 15500 #6 50A, 3P 15 1 #12 180 3 WPGFI ON ROOF 17 1 #12 800 DISPOSAL 19 2 SPACE ICE MACHINE 2400 #12 20A, 2P 1 2 SPACE 23 2 5 2 27 28 9 3 1 3 3 3 5 7 3 9 4 1 4 CONN ECTION LOAD = 75000 VA @ 240 V, 3 O 181 AMPS PANEL CAPACITIES IS 200 AMPS PANEL B NEMA:I MAIN BRKR AMPS 200 NOTES WIRE SIZE 3 # 3/0 CU 1. ALL BRKS TO BE IP/20A UNO VOLTS 120/240 AIC 22000 2. BALANCE ALL LOADS PHASE 1 WIRE 4 3. LABEL ALL CIRCUITS CRT DESCRIPTION WATT LOAD WIRE I BRKR BRKR WIRE WOAAT CRT DESCRIPTION REFRIGERATOR 1800 #12 1 2 #12 174 EXIT & EMERGENCY LIGHTS DEDICATED RECEPTICAL 360 #12 3 4 #12 400 (4) S1 WALL SCONCES & T.CLOCK DEDICATED RECEPTICAL 360 #12 5 6 #12 1680 (1) P1 CHANDELIER DEDICATED RECEPTICAL 360 #12 7 8 #12 725 (6) D2 + (6) D1 + LED DEDICATED RECEPTICAL 360 #12 9 10 #12 600 (8) D4 LIGHTS (2) 360 #12 11 1 #12 1200 (24) D3 LIGHTS (4) # 720 #12 13 1 #12 600 (12) D3 LIGHTS (4) 720 #12 15 1 #12 942 1 (1) P2 + (4) D1 + LED (4) 720 #12 17 1 #12 612 (1)P2+3(D1)+LED (4) 720 #12 19 2 #12 1450 (8) 2x4 + (1) WP (4) 720 #12 1 2 #12 1200 SIGN (4) 720 #12 3 2 SPACE (2) 360 #12 5 2 SPACE 27 000 28 9 3 1 3 3 3 5 7 3 s 4 1 a LIGHTS + SIGN 9583x1.25 = 11979 VA CONNECTED LOAD @100% = 8100 VA TOTAL = 20079 VA @ 240 V, 10 -► 87 AMPS PANEL CAPACITIES IS 200 AMPS PANEL SCHEDULE N.T.S. CITY 11. CIRCUITING: ALL BRANCH CIRCUIT WIRING SHALL BE #12 THWNC-10-P OR TW EXCEPT WHERE OTHERWISE NOTED ON THE PLANS. GROUP HOMERUNS BACK TO PANELBOARDS NOT MORE THAN SIX PER CONDUIT UNLESS OTHERWISE NOTED ON THE PLANS. DO NOT TAP EXISTING DEDICATED CCTS. 12. WIRING DEVICES SHALL BE SPECIFICATION GRADE TO MATCH BUILDING STANDARD. COLORS SHALL BE AS SELECTED BY THE ARCHITECT. PROVIDE NYLON DEVICE PLATED OF THE COLORS IF THI-c- APPROVED PLANS ARE SELECTED BY THE ARCHITECT. �'��01* lEl): A taEW SUBMITTAL 13. CONTROLS: PROVIDE ALL CONTROL WIRING AND CONTROL 10 TiiZ C."r Y 1S REQUIRED PRIOR CIRCUITS TO RENDER ALL HVAC EQUIPMENT INSTALLATIONS TO THE CHANGE CiCCU�RII�� COMPLETE AND OPERABLE. ALL CONTROL WIRING SHALL BE PERFORMED IN ACCORDANCE WITH CONTROL WIRING DIAGRAMS FURNISHED BY THE MECHANICAL CONTRACTOR. 1. ALL ELECTRICAL WORK ON THIS JOB TO COMPLY WITH THE N.E.C. LATEST EDITION, THE CITY OF LA PORTE 14. TELEPHONE & DATA OUTLETS: PROVIDE PLASTER RING WITH ELECT. CODE AND ALL APPLICABLE CODES. PULL STRING TO ABOVE LIFT OUT CEILING. PROVIDE BUSHED OPENING IN STUD PLATE(S). DEVICE PLATES SHALL BE 2. ALL NEW ELECTRICAL MATERIAL AND EQUIPMENT TO FURNISHED BY THE TENANTS TELEPHONE & DATA BE U.L. LISTED. CONTRACTOR(S). 3. ALL WIRES TO BE COPPER MIN. SIZE NO. 12 AWG TYPE 15. LIGHTING FIXTURES: CONTRACTOR SHALL PROVIDE LIGHTING THHN OR SIMILAR. FIXTURES AS SPECIFIED ON THE PLANS. ALL FIXTURES SHALL BE INSTALLED COMPLETE WITH LAMPS AS SPECIFIED ON THE aril im SJ x,_1"3! ,° jai �', 4. ALL DISC. SWS., STARTERS, COMTROLS, ETC. TO BE: DRAWINGS. (+� j , `�� A) FOR INDOORS IN NEMAI ENCLOSURE B) FOR OUTDOORS IN NEMA 3R ENCLOSURE 16. CLEAN UP ALL DEBRIS AND REMOVE FROM JOB SITE ON vn 5. MAX LOADING 1800 WATTS ON BRANCH CIRCUITS COMPLETION OF WORK. P1ur-n ing is j� st-al" , RATED 20A, 120V. 1 POLE. 17. ELECTRICAL CONTRACTOR TO PROVIDE A COMPLETE F.A. SYSTEM TO MEET THE CITY OF HOUSTON FIRE MARSHALL 6. ALL CONNECTIONS TO HVAC AND PLUMBING MOTORS REQUIREMENTS AND OBTAIN ALL LOCAL PERMITS. RELOCATE TO BE COORDINATED WITH THEIR SUBCONTRACTORS. AND MATCH EXISTING FIRE ALARM EQUIPMENT AS REQUIRED. 7. ALL ZOA, 1P, 120V DUPLEX RECEPTACLES SERVING 18. COMPLY WITH LATEST RULES AND REGULATIONS OF THE IEC - BATH ROOM AND NEAR KITCHEN SINK TO HAVE GROUND FAULT INTERRUPTER. S•z a 3 ;1 19. PROVIDE MOTION LIGHT SENSORS AND DOUBLE SWITCHING As 3 n F ' i- Y x REQUIRED TO MEET THE CITY OF HOUSTON IEC CODE. .�� $� ��1@ 8. COORDINATE EXACT LOCATION OF LIGHT FIXTURES, SWS, RECEPTS, ETC. WITH ARCH. 20. U.O.N. ON THE DRAWINGS USE THE MOST ENERGY EFFICIENT LAMPS AVAILABLE IN MARKET. 9. ALL NEW DUPLEX OUTLETS TO BE RATED 20A, 1P, ELECTRICAL SPECIFICATIONS_ 120V. ?_ `Z X= IV 10. ALL SWITCHES TO BERATED 20A, 1P, 120V. DEC 18 201; Gam. ELEC. GENERAL NOTES n Issue No. Date Description 1 10/30/13 ISSUED FOR PERMIT Q 11/07/13 REVISIONS PER CITY COMMENTS Q 11/21/13 REVISIONS PER CITY COMMENTS Q3 12/18/13 REVISIONS PER ELEC./OWNER JIREH Design Daniela Sanchez 1310 E. 29th St. Houston, TX 77009 Phone: 713-515-1045 danietasanchez77eyahoo.com PmJ.d T- THE GATES OWNER JIREH DESIGN ARCHITECT a0 00 LL ti LO U) z WQW m v a c �O o 0 o I..I.J1 � 1 N ^ 1..1�. z o a. 06 W r ^ vJ 0 (`'' -� W J U v Q V) Z I- UW U) LLI W Z j c J O � oW I..L.. 1 in E 1.2 N.T.S. N.T.S. kDrawing Number Received Log S Drive (L;npnaresp �lty— ....... y - - - -