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1508 LOMAX SCHOOL RD OLD LOMAX IMPROVEMENT_13-1544_13-0703_13-0702_13-0674________
�• Pend ID: - ! - Location: JL r - r r FACP IJANITOR ,Project Name I LOMAX ARENA Project ID: Prepared.By A.MITCHELL Date 9.10.13 Modd: IFP-56 Fire Alarm Control Panel ;' Volt i 24 VDC Standby Hours: 24 Alarm Mins:�5 D"Ing Factor. Voltage Drop Warning - Threshold%: 10 Max NAC Cum nt: 2.5 Amps Max Pend Current: 2.5 Amps. - Pert# `` Description. . .Oly ..Currant raw Wire AWG Ohms Per Stall Alarm, 8 Ty1000 Ft. ,Lwgth(fl) Actual ,., Volts (� One-W "Ohms EOL •' . %Drop '.' IFP-50:- IFP-50 CTRL Panel :1 0.200 0.325 _ / - - .. .. " - .- . -. " - _-� - •� p " •- '�'-. ®,R, . E , SD500-AIM- -. Addr. Input Mod D.000 O.DDO 'SD500-MIM• Mini -Input Module - 3 0.002 0.002 SD500-ARM' Addr. Relay Module 3 0.002 0.002 . - SD500-PS Adds Pull Station .7 0.004 0.004 SD505-AIS - Addr. Ion Smoke Del 0.000 0.000 .SD505-AHS Addr. Heat Detects - ' 0.000 0.DDO SD505-APS - Addr. Photo Smoke Del , 4 0.002 0.D02 SD505-DUCTR Adds Duct w/Relay 0.000 0.000 SD505-0UCT+ Addr. Duct 0.000 0.000 SD500-ANM• Addr. Notification Module 0.002 0.000- SD500.LED - Addr. LED Module _. 0.000 0.000 SD500.SDM Adds Dot. D. Mad. 0.000 0.000 SD505.6RB Adds Dat. Relay Baca. 0.000 0.000 SD505-65B Addr. Del. Sounder Base O.DDO 0.000 SD505.816 Addr. Det Isolator ease D.D00 0.000 SD500.LIM Line Isolation Module +✓ 0.000 0,000 '.: RA-100:.. LCD Remote Annunc 1, 0.020 0.025 ' R5824 • LCDRemole Annunc 0.000 0.000 5824 �. '-- SeriaVPmdld Module 0.000 0.000 5496' "- Power 0.000 0.000 "- RPS-1000 Power der 0.000 0.000 58654 '. LED Annunciator 4G 0.000 0.DDO 5865-3..:. LED Annunciator 3G 0.000 0.DD0 5880 "- LED Driver Module 5883 ModuleD.000 0.000 -; NAC#1: Notification Circuit 0.DD0 0.336 #18 Shcd °"4:02: 0.00. . - 20.401 0.00% ' MAC #2 ;- Notification Circuit O.000 0.504 016 Solid is :' 4.02',.- 0.00 z.20.40 0.00% '.: • Total Standby Current (Amps O.232 . 1.199 : Total Alarm Current Am -' 24 -. :,0.083+ Alarm Tlma In Minutes / 60 "`: " 5 Mine 5.557'0.100 Total Alarm AH R uimd - - • 5.681Command Shortcuts : 1.20; '." .' 6.78' Configure Circuits 1 ( Print Pape Standby Time In Hours " V Total StimdbWAH Required .. ,:. •.. --_ ' Told CamGrietl'AH R uiretl ` -Multi B The Dersti -. Factor 'Mini;:Batl Am Hours Required IF THE APPROVED PLANS ARE. MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. SEP 1 2 2013 j .' �r I o� � G� �7 t' b � oVtiZ_ AZ AFAA NAC Voltage Drop Calculator for Audio / Visual devices This calculator provided voltage drop calculations in three formats Point to Point, End of Line, and Load Centering). Make sure that You know what method Is acre ted by, and the results do not exceed the limits set by the res ective jurisdiction Point to Point Method End of Line Method Load Centering Method Project Name LOMAX ARENA CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS Date 1 9.10.13 Circuit Number NAC 1 Totals Voltage Totals Voltage Totals Voltage Area Covered Current I Distance DropCurrent Distance DropCurrent Distance Drop Nominal System Volta 20.4 0.336 44 0.10 0.336 44 0.145 0.336 44 0.072 Minimum Device Voltage 16 End of Line Voltage 20.30 End of Line Voltage 20.26 End of Line Voltagel 20.33 Total Circuit Current 0.336 Wire Ohm's Percent Drop 0.51% Percent Drop 0.71% Percent Dropi 0.35°/u Gauge Per 1000 End of Line and Load Centering Methods use only the wire guage for the first device to source Distance from source to 1 st device 12 16 4.89 Standard Wire Resistance in Ohms er 1000 feet. Wire Gauge for balance of circuit 16 4.89 18=7.77 16=4.89 14=3.07 12=1.98 10=1.24 Enter current in amps. Distance 18-14 Aw = Solid Conductors 12-10 Awg = Stranded Conductors .150 = 150 me from Voltage Notes: Device Device revious At Dro from Percent Wire resistance is doubled in the calculations for two wires Positive and N ative Number Current device Device source Drop The voltage calculated to the last device in any method must not be lower then Device 1 0.0941 12 20.36 0.039 0.19% the manufactures listed minimum operating volts a IE: rated operating voltage 20-32 VDC . Device 2 0.0661 16 20.32 0.077 0.38% Device 3 0.1761 16 20.30 0.105 0.51% Device Manufacturer SYSTEM SENSOR Device Manufacturer SYSTEM SENSOR END 20.30 0.105 0.51% Current @Rated Voltage Current @Rated Voltage END 20.30 0.105 0.51% Strobe Only Horn Strobe END 20.30 0.105 0.51% Model # Candela Model # Candela END 20.30 0.105 0.51% S 15 0.066 P 15 0.079 END _ 20.30 0,105 0.51% 1575 0.077 1575 0.09 END 20.30 0.105 0.51% 30 0.094 30 6.107 END 20.30 0.105 0.51% 75 0.158 75 0.176 END 20.30 0.105 0 1 95 0.181 95 0.194 END 20.30 0.105 041 110 0.202 110 0.212 END 20.30 0.105 =0 115 0.210 115 0.218 END 20.30 0.105 0 1 {� 135 0.228 135 0.238 END _ 20.30 0.105 0 150 0.231 150 0.246 END _ 20.30 0.105 0 0.281 177 0.282 END - 20.30 0.105 ZO 0.286 185 0.295 END 20.30 0.105 V END 20.30 0,105 0 END _ 20.30 0.105 %n Totals 0.336 44 End of Line Voltage v z �1 CO �Xr- m £tot t c AS tiry �, ±r. 3-'7 AZ AFAA NAC Voltage Drop Calculator for Audio /Visual devices This calculator provided voltage drop calculations in three formats Point to Point, End of Line, and Load Centering). Make sure that you know what method is acce ted by, and the results do not exceed the limits set by the res ective jurisdiction Point to Point Method End of Line Method I Load Centering Method Project Name LOMAX ARENA CIRCUIT IS WITHIN LIMITS CIRCUIT IS WITHIN LIMITS I CIRCUIT IS WITHIN LIMITS Date 1 9.10.13 Circuit Number NAC 2 Totals Voltage Totals Voltager=End Totals Voltae Area Covered Current Distance DropCurrent Distance Dropnt Distance Drop Nominal System Volta 20.4 0.504 85 0.25 0.504 85 0.4194 85 0.209 Minimum Device Voltage 16 End of Line Voltage 20.15 End of Line Volta a 19.98of Line Voltage! 20.19 Total Circuit Current 0.504 Wire Ohm's Percent Drond Percent Dron 2.05°/6 Percent Dro 1.03°h Gauge Per 1000 End of Line and Load Centering Methods use onlythe wire ua a for the first device to source Distance from source to 1st device 14 16 4.89 Standard Wire Resistance in Ohms er 1000 feet. Wire Gauge for balance of circuit 16 4.89 18=7.77 16=4.89 14=3.07 12=1.98 10=1.24 Enter current in am s. I Distance 18 14 Aw = Solid Conductors 12-10 Awe = Stranded Conductors .150 = 150 ma from Voltage Notes: Device Device previous At Drop from Percent Wire resistance is doubled in the calculations for two wires Positive and Ne ative Number Current device Device source Drop The voltage calculated to the last device in any method must not be lower then Device 1 0.094 14 20.33 0.069 0.34% the manufactures listed minimum operating volts a IE: rated operating voltage 20-32 VDC . Device 2 0.066 16 20.27 0.133 0.65% Device 3 0.212 27 20.18 0.224 1.10% Device Manufacturer ISYSTEM SENSOR Device Manufacturer ISYSTEM SENSOR Device 4 0.066 16 20.16 0.245 1.20% 1 1 . Current '@Rated Volta a Current @Rated Volta e Device 5 0.066 12 20.15 0.252 1.24% Strobe On I Hom Strobe END 20.15 0.252 1.24% Model # Candela Model # Candela END 20.15 0.252 1.24% S 15 0.066 P 15 0.079 END 20.15 0.252 1.24% 1575 0,077 1575 0.09 END 20.15 0.252 1.24% 30 0.094 30 0.107 END 20.15 0.252 1.24% 1 75 0.158 75 0.176 END 20.15 0.252 1.24% 95 0.181 95 0.194 END '20.15 0.252 1.24% - 110 0.202 0.212 END 20.15 0.252 1.24°h 115 0.210 0.218 END END END END 20.15 20.15 20.15 20.15 0.252 0.252 0.252 0.252 1.24% 1.24% 1.24% 1.24% _ - = - - l7 135 150 177 185 0.228 0.231 0.281 0.286 P13 0.238 0.246 0.282 0.295 END 20.15 0.252 1.24% N END 20.15 0.252 1.24% END 20.15 0.252 1.24% Totals 0.504 85 End of Line Volta a 20.15 coCD --------- -:qy to E10z z I d3s Pzr_m Fa ren hyt Intelligent Fire Alarm Control Panel IFP-50 IFP-50 is an intelligent analog/addressable fire control panel (FACP). IFP-50 has a single line circuit (SLC) loop for connecting addressable detectors and modules and has two notification appliance circuits that can be programmed for notification outputs or auxiliary power. IFP-50 also has a built-in dual line digital fire communicator, Form C trouble relay, and two programmable Forth C relays. The firmware has powerful features such as detector sensitivity, day/night thresholds, drift compensation and pre -trouble maintenance alert. IFP-50 supports a variety of other devices that can be added to the system such as RA-100 remote annunciator, 5824 serial/parallel printer interface module (for printing system reports), and 5496 intelligent power module, and Hochiki or Intelligent Device Protocol (IDP) devices. Features • Built-in support for up to 50 Hochiki devices or 50 IDP detectors and 50 IDP modules • Uses standard wire —no shielded or twisted pair required • Built-in digital communicator for remote reporting of system activity and system programming • Central station reporting by point or by zone • Jumpstae auto -programming • Supports Class B (Style 4) and Class A (Style 6 or Style 7) configuration for SLC Distributed, intelligent power • Built-in synchronization for appliances from AMSECO, Gentex®, Faraday, System Sensor®, and Wheelock® • Sensor sensitivity settings and day/night sensitivity setting and automatic drift compensation • Notification circuits can be configured as 1 Class A (Style Z), 2 Class B (Style Y), or auxiliary power for resettable, constant, or door holder power • Built-in annunciator with a backlit 80-character LCD display • RS-485 bus provides communication to system accessories Built-in RS-232 interface for programming via PC • Built-in Form C trouble relay rated at 2.5 amps at 24 VDC • Two built-in Form C programmable relays rated at 2.5 amps at 24 VDC • SLC device locator can be used to locate a single or multiple devices on a SLC loop • System automatically performs detector sensitivity test • 13 preset notification cadence patterns (including ANSI 3.41) and four user programmable patterns • Upload or download programming, event history, or detector status onsite or from a remote location using a PC and 5650/5651 Silent Knight Software Suite (SKSS) • Improvements in SKSS deliver five times faster upload/downloads • Non volatile event history stores up to 1000 events • 125 software zones and 126 output groups [3SILENT , KNIGHT by Honeywell Agency Listings O Us 4zME -oA IFP-50 2.5 amp power supply and maximum charging capacity of 35 amp hours (An additional cabinet enclosure is required for batteries in excess of 7 amp hours). Programmable date setting for Daylight Saving Time Installation The IFP-50 is MYnt FACP. Compatibi The IFP-50 S �ltiple device types of the same pro • Hochiki • IDP You cannot mix Hochiki and IDP devices on a FACP. However, any combination of addressable devices of the same protocol can be used on the IFP-50. ;canons gipPROVED PLANS ARE Be; '1X.M*A! 1j."f0bT4TbL �WIiARtMMfD PRIOR h.WAN(; 10)CCLlR RING. Color: Red P/N 350328 Rev F 0 2010 Honeywell International Inc. -• Environmental Operating Temperature: 320F — 120eF (0eC — 49eC) Humidity: 10% — 93% non -condensing' Electrical Primary AC: 120 VRMS @ 50/60 Hz, 2.7A Total Accessory Load: 2.5A @ 27.4 VDC power -limited Standby Current: 200 mA Alarm Current: 325 mA Battery Charging Capacity: 7 to 35 AH Battery Size: 7 AH max. allowed in control panel cabinet. Larger capacity batteries can be housed in RBB accessory cabinet. Notification Appliance Circuits Two circuits that can be programmed individually as: Notification Circuits: 2.5A per circuit @ 27.4 VDC, power -limited Auxiliary Power Circuits: 2.5A per circuit @ 27.4 VDC, power -limited Ordering Information IFP-50 Intelligent Fire Alarm Control Panel. SBUS Accessories RA-100 Remote Annunciator. Similar in operation and appearance to FACP annunciator. RA-1000 Remote Annunciator. Four line LCD annunciator with 20 characters per line. Gray. RA-1000R Remote Annunciator. Four line LCD annunciator with 20 characters per line. Red. 5496 Intelligent Power Module. 6 amp power module that provides four additional power limited notification appliance circuits. 5824 Serial/Parallel Printer Interface Module. Provides one parallel and one RS-232 serial port for connecting a printer to IFP-50. 5880 Indicator Lights Alarm (Red): Flashes when in alarm; solid when alarm 5865-3 & 5865 4 silenced Supervisory (Yellow): Flashes when a supervisory condition exists; solid when supervisory silenced Trouble (Yellow): Flashes when a trouble condition exists; solid when trouble silenced Silenced (Yellow): On when an alarm, trouble or supervisory condition has been silenced but not yet cleared Power (Green): Flashes for AC failure; solid when power systems are normal Telephone Requirements: FCC Part 15 & Part 68 approved Jack: RJ31X (two required) Approvals NFPA 13, NFPA 15, NFPA 16, NFPA 70, & NFPA 72: Central Station; Remote Signalling; Local Protective Signalling Systems; Auxiliary Protected Premises Unit; & Water Deluge Releasing Service. Suitable for automatic, manual, waternow, sprinkler supervisory (DACT non -coded) signalling services. Other Approvals: UL Listing; CSFM 170-0559: 144; MEA 429-92-E Vol XVI Approved Releasing Solenoid Manufacturer Part Number Rating Asco T8210A107 24 VDC, 2.5A 5883 LED 1/0 Module. Provides 40 LED outputs, eight normally open dry contacts inputs and one piezo output. LED Fire Annunciators. Provides 30 programmable LED outputs and a piezo sounder. Relay Interface Board. Provides 10 general purpose Form C relays. Used with 5880. Hochiki and IDP Devices See the specification sheets listed below for a complete listing of the Hochiki and IDP devices. 350360 Hochiki Devices (SD) data sheet 350361 Intelligent Device Protocol (IDP) Devices data sheet Miscellaneous Accessories 5650/5651 Silent Knight Software Suite. Provides programming, upload/download, and event i g. Order 5650 for PC parallel port bility or 5651 for PC USB port C n 5670 YtiCbility. COD Sr�ight Software Suite. Provides ility hrionitoring. RBB Remote Battery Box Accessory Cabinet. Use if backup batteries are too large to fit into FACP cabinet. Dimensions: 16"W x 10" H x 6" D (406 mm W x 254 mmHx152mmD) Asco 821OG207 24 VDC, 2.5A IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL SILENT C KNIGHT by Honeywell TO THE CITY IS REQUIRED PRIOR This document is not intended to b"7dfoljipst (q(t�Q�s9Tl�l pr product information up-to-date and ac�dGOra�fe��. WWe cannolt cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact Silent Knight 12 Clintonville Road, Northfonl, CT 06472- 1610 Phone: (800) 328-0103, Fax: (203) 484-7118. www.farenhyt.com i i Made in the U.S.A. SILENT Farenhyt KNIGHT by Honeywell Analog/Addressable Devices with IDP-Heat-ROR A fixed temperature and rate -of -rise thermal detector that uses Intelligent Device (IDP) Protocol a thermistor sensing circuit to produce 135°F (57°C) thermal Intelligent Device Protocol (IDP) devices are intelligent t coon Rate of-rse detection occurs at 15°F per minute analog/addressable devices for use with the following Farenhyt addressable fire alarm control panels (FACPs): IFP-2000, IFP-1000, IFP-100, and IFP-50. IDP detectors, modules, and accessories communicate to the FACP over the signaling line circuit loop (SLC loop) using a two -wire connection. Shielded or twisted wire is not required. Up to 99 addressable IDP detectors and 99 IDP modules can communicate with the IFP-50, IFP-100, and IFP-1000 FACP on a single loop. The IFP-2000 can have up to 159 IDP detectors and 159 IDP modules on a single SLC loop. Any combination of addressable IDP devices and IDP modules can be used on a single SLC loop. The assortment of IDP detectors, modules, and accessories that are compatible with Farenhyt addressable FACPs are described below. For detailed information on IDP devices, see the device specification sheet. Detectors IDP-Photo A plug-in photoelectric smoke detector. IDP-Photo offers a unique optical sensing chamber that is engineered to sense smoke produced by a wide range of combustion sources. IDP-Photo-T IDP-Photo (Base Not Included) A plug-in photoelectric smoke detector with thermal. IDP-Photo-T offers a unique optical sensing chamber that is engineered to sense smoke produced by a wide range of combustion sources. Dual electronic thermistors add 135°F (57°C) thermal technology to maximize detection. IDP-Ion A plug-in ionization smoke detector. IDP-Ion incorporates a unique single source, dual chamber design to respond quickly to a broad range of fires. IDP-Heat A fixed temperature thermal detector that uses a thermistor sensing circuit to produce 135°F (57°C) fixed thermal detection. IDP-Heat-HT A variable high temperature detector that provides high temperature detection at 135°F — 190°F (57°C — 88°C). IDP-Heat (Base Not Included) pro e (9°C per minute). IDP-Beam ) A beam smoke detector that is uniquely suited for protecting open areas with high ceilings where other methods of smoke detection are difficult to install and maintain. ,..,- e. IDP-Beam-T A beam smoke detector that IDP-Beam includes an integrated sensitivity test feature. The IDP-Beam-T is uniquely suited for protecting open areas with high ceilings where other methods of smoke detection are difficult to install and maintain. DNR/DNRW The DNR Intelligent non -relay photoelectric duct smoke detector housing and DNRW watertight non -relay photoelectric duct smoke detector housing (head not included) are for use in air handling systems that have it I DNR velocities of 100 to 4000 TY fUminute. COPY IDP-Photon Remote test capable head replacement for DNR/DNRW that has a date code of 0013 or newer. IDP-Acclimate Incorporates both thermal and photoelectric technologies that interact to maximize detection. The IDP-Acclimate has an on- board microprocessor with advanced software that focuses on rejecting nuisance alarms. Using advanced software, Ipp_hMUeW1e',AAEWe3Ul3MVFMrs Iy I e air in the environment and�aPAF3hreshold acoowork togetT®iSFdtel(pltiltlr tgi 19 FiKl9 The photo sen qpy i r re H fhij heat sensors are ras tie-of-nse�r r `a26d M BM& response to flaming fires. The on -board intelligent software combines both signals to give an early alarm. SEP 1 2 2013 r PIN 350361 Rev D Copyright 0 2011 Honeywell Intemational Inc. Modules IDP-Monitor A monitor module that acts as an 7 interface to contact devices, such as "' "`' waterflow switches and pull stations. +S The IDP-Monitor supports Class B supervised or Class A supervised wiring. 4w.f IDP-Minimon IDP-Monitor A compact and light weight monitor module that acts as an interface to contact devices, such as waterflow switches and pull stations. The IDP-Minimon supports Class B supervised wiring. IDP-Monitor-2 A monitor module with two initiating circuits that acts as an interface to contact devices, such as waterflow switches and pull stations. Because the IDP-Monitor-2 is capable of monitoring two separate Class B circuits, it is ideal for waterflow tamper switch and flow switch monitoring. IDP-Monitor-10 A 10 point monitor module that acts as an interface to contact devices, such as waterflow switches and pull stations. Conventional 4-wire smoke detectors can be monitored for alarm and trouble conditions. The IDP-Monitor-10 supports ten Class B or five Class A supervised contact inputs. IDP-Relay A relay module that allows an FACP to switch discrete contacts by code command. The relay contains two isolated sets of Form C contacts, which operate as a DPDT switch. IDP-Relay-6 A relay module that has six Form C relays. The IDP-Relay-6 allows an FACP to switch discrete contacts by code command and can be used by virtually any normally open or normally closed application. IDP-Control A notification module that lets you add notification circuits wherever they are needed on an FACP SLC loop. The IDP-Control provides supervised monitoring of wiring to load devices such as bells, horns, and strobes. The IDP-Control supports Class B and Class A wiring. IDP-Control-6 A notification module that has six s integrated modules for maximum flexibility, allowing you to add notification circuits wherever they are needed on an FACP SLC loop. The IDP-Control-6 provides supervised monitoring of wiring to load devices that require an IDP-Control-6 external power supply or amplifier to operate, such as bells, homs, and strobes. The IDP-Control-6 supports Class B and Class A wiring and has a short circuit protection monitor for each module to protect external power supplies against short circuit conditions on the NAC. IDP-Zone A two -wire interface module that allows an FACP to interface with and monitor two -wire conventional smoke detectors. This means you can retrofit an existing building and use existing conventional devices. The IDP-Zone supports Style B and Style D wiring. IDP-Zone-6 A two -wire interface module that has six integrated modules and allows an FACP to interface with and monitor two -wire conventional smoke detectors. This means you can retrofit an existing building and use existing conventional devices. The IDP-Zone-6 supports Class B and Class A wiring. IDP-ISO A line isolator module that acts as an automatic switch that opens when the line voltage on the SLC loop drops below four volts. Isolator modules are spaced between groups of sensors or `\� modules in a loop to protect the rest of • . �` the loop. If a short occurs between any-��- two isolators, then both isolators immediately switch to an open circuit IDP4so state and isolate the devices between them. Accessories IDP-Pull-SAII DP-Pul I-DA The IDP-Pull-SA is a single action pull station requiring only one motion to activate the station. The IDP-Pull-DA Is a dual action pull station requiring two motions to active the station. B21OLP A 6" mounting base with built-in remote annunciator connections. B200SR The B200SR is designed for new u y corn and existing dwelling unit applications. It offers maximum t! :gr flexibility in installation, . . configuration, and operation to meet or exceed UL 268 and UL 464 requirements.The B200SR is full tibl with existin a gpp��R Sounder Base B501 BH-Series sounder base CI ' M installations C 1 1 B224RB A 6" mounting base with a bull ay contact. Lets you control a wide variety of normally open and normally closed applications. The B224RB supports Class B and Class A wiring. rrt B224BIiyi A 6' mounting base with a built-in isolator for IDP-series ry detectors. The B224BI prevents an entire communication loop N �� from being disabled when a short circuit occurs by isolating c any part of a loopp that has a short,r�°°AA44t����jj,jj�� t,(�t�e loop. Restores Ufe irltll s Ir9d�ld4id�MfFeYaG3e2 e'4%rcircuit is corrected.AUQ "posse ood claelaW T.TAL SILENT This document is not Intended to be used for installatr'6PTiiIl"IW q4j keOAFED ® KNIGHT Product information up-todate and accurate. We car cony al p q�pp ice. For UR anticipate all requirements. All specifications are subj to e t 0Ut notice. For e more information, contact Silent Knight 12 Clintonville Road, Northford, CT 06472-1610 by Honeywell Phone: (800) 328-0103, Fax: (203) 484-7118. www.farenhyt.com Made In the U.S.A. Fa ren hyt Intelligent Thermal and Rate -of -Rise Thermal Detectors IDP-Heat, IDP-Heat-HT, & IDP-Heat-ROR The IDP-Heat, IDP-Heat-HT and IDP-Heat-ROR are plug in thermal detectors, with integral communication, that provide features that surpass conventional detectors. These thermal detectors are for use with Silent Knight IFP-series fire alarm control panels (FACPs). Detector sensitivity can be programmed from the FACP software. Sensitivity is continuously monitored and reported to the FACP. Point ID capability allows each detector's address to be set with rotary address switches, providing exact detector locations for selective maintenance when chamber contamination reaches unacceptable levels. IDP-Heat is a fixed temperature thermal detector that uses a thermistor sensing circuit to produce 135OF (570C) fixed thermal detection. IDP-Heat-HT is a variable high temperature detector that provides high temperature detection at 1350F — 190OF (570C — 880C). IDP-Heat-ROR is a fixed temperature and rate -of -rise thermal detector that uses a thermistor sensing circuit to produce 1350F (570C) thermal protection. Features • Sleek, low -profile design • Reliable analog communications for trouble -free operation • Age resistant polymer housing • Innovative thermistor sensing circuit • Superior EMI resistance for reliability • Variety of mounting options to meet any application • Dual LED indicators for 3600 visibility • Detector transmits signal to indicate maintenance is required • Plug-in mounting provides ease of installation • Optional remote LED annunciator (System Sensor® PIN RA100Z) • Tamper -proof feature available on mounting bases IF THE • Rotary address switches for fast installation MODI F TO THE • UL Listed TO TH Installation The IDP thermal detectors plug into a compatible IDP-series detector base. ®SILENT KNIGHT by Honeywell Agency Listings " U MEA ''®.f ® L 9 163-02-E Vol. VI IDP-Heat Installed in the B21OLP Mounting Base (Base Not Included) Compatibility The IDP-Heat, IDP-Heat-HT, and IDP-Heat-ROR are compatible with the following IDP-series detector bases: • B210LP 6" Mounting Base • B501 4" Mounting Base • B224BI 6" Isolator Base • B224RB 6" Relay Base • B200S der Base The IDP- Qt� d IDP-Heat-ROR are compatit� owing FACPs: • IFP-20 2 0 Intelligent Fire Panel • IFP-1000 Intelligent Fire Panel • IFP-100 Intelligent Fire Panel • IFP-50 Intelligent Fire Panel The IDP-Heat is compatible with the following FACPs: • IFP.2nnn / RPS-2000 Intalliaent Fire Panel �t T1'Al,. -' E5gnel 155t� �Up kmt f FYF HHIVG�tiyl�l�i��.el ?� ,; FP-25 Intelligent Fire Panel P/N 350285 Rev E N o - Copyright © 2011 Honeywell International Inc. Wiring IDP-Series Detector Mounting Bases Specifications` Ordering Information Physical Height: 2.0' (5.0 cm) Diameter. 4.1' (10.4 cm) Shipping Weight: 4.8 oz (136 g) Electrical Operating Voltage: 15 — 32 VDC Standby Current IDP-Heat: 200 pA @ 24 VDC (no communication; LED off) 300 pA @ 24 VDC (one communication every 5 sec with LED enabled) IDP-Heat-HT & IDP-Heat-ROR: 150 pA @ 24 VDC (no communication; LED off) 200 µ4 @ 24 VDC (one communication every 5 sec with LED enabled) Alarm Current: 6.5 mA @ 24 VDC max (with LED on) Environmental Operating Temperature IDP-Heat & IDP-Heat-ROR: -40 — 100°F (-20°C — 380C) IDP-Heat-HT -40 — 150OF (-20°C — 66°C) Humidity: 10%— 93% non -condensing Thermal Ratings IDP-Heat: Fixed temperature setpoint 1350F (570C) IDP-Heat-HT High temperature heat 135OF —190OF (57°C — 88°C) IDP-Heat-ROR: Rate -of -rise detection 15°F/min (90C/min) IDP-Heat Fixed Temperature Thermal Detector IDP-Heat-HT Fixed High Temperature Thermal Detector IDP-Heat-ROR Fixed Temperature and Rate -of -Rise Thermal Detector Accessories RA10OZ Remote LED Annunciator. XR2B Detector Removal Tool. A removal and replacement tool for IDP plug-in detectors. Includes the T55-127-000. M02-04-00 Replacement Test Magnet. M02-09-00 Test Magnet with Telescoping Handle. XP-4 Extension Pole for XR2B. Extends from 5-15 ft. T55-127-000 Detector R BCK-200B Black Dete t o IDP-series ' Unless detectors. II IDP thermal otherwise detectors. noted, specifications apI'/'��J o -IVEA SEP 12 2013 IF THE APPROVED PLANS ARE MODIFIEL, A NEW SUBMITTAL TO THE Cr Y to REQUIRED PRIOR SILENT This document is not intended to be used for insWl3)ioq pwo� ) py� 9 �epr'pp product information up-to-date and accurate. We cannot cover ell speaiic` AMPS, SILENT `I ®r KNIGHT anticipate all requirements. All specifications are subject to change without notice. For more information, contact Silent Knight 12 Clintonville Road, Northford, CT 06472-1610 by Honeywell Phone: (800) 328-0103, Fax: (203) 484-7118. www.farenhyt.com Made In the USA F a r e n h y t ®SILENT KNIGHT by Honeywell Addressable Monitor Module Agency Listings IDP-Monitor U MEA The IDP-Monitor is an addressable monitor module for use with O'• ®� 386-02�v2 .v Silent Knight IFP-series fire alarm control panels (FACPs). The IDP-Monitor acts as an interface to contact devices, such as waterflow switches and pull stations. The IDP-Monitor supports Class A supervised or Class B ~� supervised wiring to the load device. Conventional 4-wire z smoke detectors can be monitored for alarm and trouble �1 _ conditions. Features • Single contact monitor • Support for Class A and Class B wiring • Fully supervised IDP-Monitor • Panel controlled status LED that flashes green in normal state Compatibility and is solid red in alarm The IDP-Monitor is compatible with the • Attractive ivory cover plate following FACPs: • Rotary address switches for fast installation • IFP-2000/RPS-2000 Intelligent Fire Panel • SEMS screws for easy wiring • IFP-1000 Intelligent Fire Panel • LIL Listed • IIF��FP-100 Intelligent Fire Panel Installation � I,r�u Intelligent Fire Panel The IDP-Monitor mounts directly into a 4" square electrical box. The box must have a minimum depth of 2-1/8". A surface mount �nr g Information electrical box (System Sensor® PIN SMB500) is available from IIIPMonitor Monitoring Module Silent Knight. Accessories SMB500 4" Square Surface Mount Electrical Box IF THE APPRO PLANS ARE EDMODIFIED, A w SUBMITTAL SEP 12 2013 TO THE CITY IS EQUIRED PRIOR TO THE CHAN E OCCURRING. PIN 350288 Rev F Copyright© 2010 Honeywell International Inc. To Next Device + Q O O Class B I z °4 a s : s Initiating Device Circuit NFPA Style B O Power Limited 230 pA Max @ 12 VDC Max v To Next Device + O04�)o OO Class A ...................................I....................................................L.........EOL Resistor Is Internalf'�at Terminals 8 & 8 / Wiring IDP-Monitor Modules Specifications Physical Height: 4.5" (11.4 cm) Width: 4" (10.2 cm) Depth: 1.25" (3 cm) Shipping Weight: 6.3 oz (196 g) Electrical Operating Voltage: 15 — 32 VDC Current Draw (LED on): 5.0 mA max Operating Current (LED flashing): 375 pA Standby Current: 400 pA max @ 24 VDC (one communication every 5 sec with 47K EOL) — From Compatible Silent Knight + FACP or Previous Device Class A Wiring: •••••••••••••• Class B Wiring: Any Number of UL Listed Contact Closure Devices May Be Used. Do Not Mix Fire Alarm Initiating Devices, Supervisory, or Security Devices on the Same Module. — From Compatible Silent Knight + FACP or Previous Device r.i ) 550 pA max @ 24 VDC (one communication every 5 sec with EOL <1 K) 5.5 mA (with LED latched on) LED Current: 5.5 mA (with LED latched on) End -of -Line Resistance: 47K 0 Initiating DeiFcelMuitPorRioQf tamc�52nmax SLC Loop R�4�c0S1�MrNEW SUBMITTAL Env! O THE CITY IS REQUIRED PRIOR Opeiatingl�gl T��*4#G�0� Operating Te per (DCQiR1A'ili) Humidity: 10% — 93% non -condensing SILENT This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or [3. KNIGHT anticipate all requirements. All specifications are subject to change without notice. For more information, contact Silent Knight 12 Clintonville Road, Nonhford, CT 06472-1610 by Honeywell Phone: (800) 328-0103, Fax: (203) 484-7118. www.farenhyt.com Fe JEP 12 2013 Made in tire U.S.& Fa ren hyt Intelligent Photoelectric Smoke Detector & Photoelectric Smoke with Thermal IDP-Photo, IDP-Photo-T and IDP-PhotoR The IDP-Photo is a photoelectric smoke detector and the IDP-Photo-T is a photoelectric smoke detector with thermal. These plug in smoke detectors, with integral communication, provide features that surpass conventional detectors and are for use with Silent Knight IFP-series fire alarm control panels (FACPs). Detector sensitivity can be programmed from the FACP software. Sensitivity is continuously monitored and reported to the FACP. Point ID capability allows each detector's address to be set with rotary address switches, providing exact detector locations for selective maintenance when chamber contamination reaches unacceptable levels. IDP-Photo and IDP-Photo-T have a unique optical sensing chamber that is engineered to sense smoke produced by a wide range of combustion sources. In the IDP-Photo-T, dual electronic thermistors add 135°F (57°C) thermal technology to maximize detection. The IDP-PhotoR is a remote test capable detector for use with the DNR (W) duct smoke detectors. Features • Sleek, low -profile design • Reliable analog communications for trouble -free operation • Age resistant polymer housing • Dual electronic thermistor design on the IDP-Photo-T • Superior EMI resistance for reliability • Simple field cleaning for code compliance • Variety of mounting options to meet any application • Dual LED indicators for 3600 visibility • Detector transmits signal to indicate maintenance is required • Optional remote LED annunciator (System SensorQD PN RA100Z) • Plug-in mounting provides ease of installation • Tamper -proof feature available on mounting bases • Listed for use in duct applications • Rotary address switches for fast installation • UL Listed ®SILENT KNIGHT by Honeywell los�MEVAV Installation The IDP-Photo and IDP-Photo-T plug into a compatible IDP-serieC1eYase. Compatibility ////������^���^� The IDP-Photo and,niLP are compatible with the to I I series detector bases: • B210LP 6" Mounting Base • B501 4" Mounting Base • B224BI 6" Isolator Base • B224RB 6" Relay Base s� FBIWAPPR6VMull E Ng ARE MODIFIED, A NEW SUBMITTAL • IFP-2000 / RPS-2000 Intelligent Fire Panel • IFP-1000 Intelligent Fire Panel • IFP-100 Intelligent Fire Panel • IFP-50 Intelligent Fire Panel IFP-25 Intelligent Fire Panel SEP 12 2013 P/N 350280 Rev E Copyright © 2011 Honeywell International Inc. Wiring IDP-Series Detector Mounting Bases Wiring IDP-Series Detector Mounting Bases Specifications" Physical Height: 2.0" (5.0 cm) Diameter: 4.1" (10.4 cm) Shipping Weight: 5.2 oz. (147 g) Electrical Operating Voltage: 15-32 VDC Standby Current: 250 pA @ 24 VDC (no communication; LED off) 300 uA @ 24 VDC (one communication every 5 sec with LED enabled) Alarm Current: 6.5 mA @ 24 VDC max (with LED on) Environmental Operating Temperature IDP-Photo: 320 — 120°F (0°C — 49°C) IDP-Photo-T: 320 — 100°F (0°C — 38°C) Humidity: 10%— 93% non -condensing Other Ratings IDP-Photo-T Thermal: Fixed temperature setpoint 135°F (57°C) Velocity: 0 - 4000 fpm (0 - 20 m/sec) (suitable for installation in ducts) IDP-Photo Insect Screen Hole Size: 0.016" (0.41 mm) nominal ��P 2 2013 Ordering Information IDP-Photo Photoelectric Smoke Detector IDP-Photo-T Photoelectric Smoke Det for Thermal (135°F) ITY IDP-Photon Photoelectric smoke deter, remote test capable, for use w � smoke detector 1p,JV Accessories RA100Z Remote LED Annunciator. XR2B Detector Removal Tool. A removal and replacement tool for OP plug-in detectors. Includes the T55-127-000. M02-04-01 Detector Test Magnet. M02-09-00 7T6ttiaghiFd CV6F5&*il,At1l9dARE XP-4 'MPS611likkiirP0164cmeft MmwifF*L t5 X46 CITY IS REQUIRED PRIOR T55-127-000 -'Deteet4r FiR"pXg0@apCCURRING. BCK-200B Black Detector Kit. For IDP-series detectors. Unless otherwise noted, specifications apply to IDP-Photo and IDP-Photo-T. SILENT This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or 3 KNIGHT anticipate all requirements. All specifications are subject to change without notice. For more information, contact Silent Knight 12 Clintonville Road, Northford, CT 06472-1610 by Honeywell Phone: (800) 328-0103, Fax: (203) 484-7118. www.farenhyt.com Made in the U.S.A. SILENT KNIGHT by Honeywell IDP-Pull-DA Addressable Pull Station Patented, U.S. Patent No. Des. 428,351; 6,380,8"; Other Patents Pending Document 52139 156-3605-000 Description The IDP-Pull-DA Addressable pull station is a non -coded, dual -action manual pull station with a key -lock reset feature. It provides Silent Knight intelligent fire alarm control panels (FACP) with one addressable alarm initiating input. The addressable module is housed inside the pull station. The IDP-Pull-DA is compatible with all Silent Knight intelligent panels that use the Intelligent Device Protocol (IDP). Refer to the FACP Installation Manual to determine if Intelligent Device Protocol is supported. The IDP-Pull-DA meets the ADAAG controls and operating mechanisms guidelines (section 4.1.3[13]), and the ADA requirement for a 5 lb. maximum pull force to activate the pull station. Operating instructions are molded into the pull station handle along with Braille text. Molded Terminal numbers are also present. Ratings Normal Operating Voltage: 24VDC, Average Operating Current (LED Flash): 300 PA. Temperature Range: 320.17 —1?D°F (0°C — 490C). Relative Humidity8W&:&1V- 93% non -condensing. Installation The IDP-Pull-DA �ddsts5ablj�.pull station can be surface mounted to a SB-1/0 surface backbox or semi- t hf6.on a standard single -gang, double -gang or 4- (10.16 cm) square electrical . e3pal BG-TR trim ring can be used if the IDP-Pull-DA is to be semi -flush mouthed— � O Operation LJ < U .....AAAAA����� To activate the du dAo y$ station, push in and p wwRthe handle. The word 'ACTIVATED' ap im t handle is pulled down. am until the pull sta- tion is reset. M The pull station i p D ingle Pole, Single Throw PST) Normally Open (N/O) switch which clos Ati tion of the pull station. Resetting the Pull Station Wiring To Next Addressable From Device FACP + IDP-Pull-DA Addressable Pull Station Documenl 52139 156-3605-000 NOTE: Closing the door automatically resets the switch to the 'Normal' position. Opening the door will not activate or deactivate the alarm switch. CAUTION! Do not detach the door of the pull station during installation. The door of the pull station cannot be reattached to the backplate after the backplate has already been installed onto an electrical box. CAUTION! Install the Silent Knight IDP-Pull-DA addressable pull station in accordance with these instructions, applicable NFPA standards, national and local Fire and Electrical codes and the requirements of the AHJ (Authority Having Jurisdiction). Regular testing of the devices should be conducted in accordance with the appropriate NFPA standards. Failure to follow these directions may result in failure of the device to report an alarm condition. Silent Knight is not responsible for devices that have been improperly installed, tested or maintained. ADA Compliance For ADA compliance, if the clear floor space only allows forward approach to an object, the maximum forward reach height allowed is 48 inches (121.92 cm). If the clear floor space allows parallel approach by a person in a wheelchair, the maximum side reach allowed is 54 inches (137.16 cm). 1. Insert the key into the lock and rotate 1/4 turn counterclockwise. r; 2. Open the door until the handle returns to normal. 4 3. Close and lock the door. d3S ;a (over for Programming information) `► Setting the EDP-Pull-DA Address The IDP-Pull-DA Addressable pull station is factory preset with address '00.' Set the ad- dress for the pull station by turning the rotary address switches on the addressable module mounted inside the pull station. Only one device.per address is allowed. Multiple modules may not be set to the same address on the Signaling Line Circuit. Once the address is set, record it in the space provided on the product ID label located inside the pull station. LED OPERATION f — Alarm: Sb * RED N.Tral amerbeN: Flee GREEN O O 0 't mm"m 0 m D 0 O 'D z w D A G)AZ0 m Om D : O 0-Ta M W Z r) X� > m m �l ti 1 �7' w F a r e n h y t ®SILENT KNIGHT by Honeywell Addressable Relay Module Agency Listings IDP-Relay The IDP-Relay is an addressable relay module for use with Silent Knight IFP-series fire alarm control panels (FACPs). The IDP-Relay allows a Silent Knight FACP to switch discrete contacts by code command. The relay contains two isolated sets of Form C contacts, which operate as a DPDT switch. No supervision is provided for the notification appliance circuit. The IDP-Relay contacts can be used for virtually any normally open or normally closed application. Each IDP-Relay is programmed with a unique signaling line circuit (SLC) loop address. When an event occurs that controls the IDP-Relay, the relay is triggered by the FACP. Features Two sets of Form C contacts • Contacts are rated for a variety of amps (see Specifications) • Panel controlled status LED that flashes green in normal state and is solid red in alarm • Relay programming is completely flexible —can be mapped to zone conditions • Polling LED visible through the cover plate • Attractive ivory cover plate • Rotary address switches for fast installation • SEMS screws for easy wiring • UL Listed Installation The IDP-Relay mounts directly into a 4" square electrical box. The box must have a minimum depth of 2-1/8". A surface mount electrical box (System Sensor® PN SMB500) is available from Silent Knight. >EP 12 2013 MEA ols 386-02-E Vol II 00� IDP-Relay Compatibility The IDP-Relay is compatible with the following FACPs: • IFP-2000 / RPS-2000 Intelligent Fire Panel • IFP-1000 Intelligent Fire Panel • IFP-100 Intelligent Fire Panel • IFP-50 Intelligent Fire Panel • IFP-25 Intelligent Fire Panel Ordering Information IDP-Relay Relay Module Accessories SM13500 4" Square Surface Mount Electrical Box CB500 Module Barrier P/N 350290 Rev G © 2011 Honeywell International Inc. CONNECT MODULES TO LISTED COMPATIBLE (-) CONTROL PANELS ONLY. TO NEXT DEVICE RELAY CONTROL MODULE 4TIIO Q Oo fl Relay Common 2 Normally Closed 2 Normally Open 2 Relay Common 1 Normally Closed 1 Specifications Physical Height: 4.5" (11.4 cm) Width: 4.25" (10.2 cm) Depth: 1.3" (3 cm) Shipping Weight: 6.3 oz (196 g) T1 (—` FROM PANEL OR PREVIOUS (+) _ DEVICE If any wiring to Terminals 4-10 is Nonpower limited, The CB500 barrier is required. The CB500 includes a Nonpower limited label, which must be placed over the Power Limited terminal information on the name plate label. Ta Unused " rs Normally Open 1 C' os a TBiS 0 ONES r� ^.❑ 'NOTE: ANY FAULT IN THE POWER U (/ TO THAT ZONE AND DOES NOT RE L A SEPARATF 70NP, Environmental Operating Temperature: 320F —120OF (0°C — 49°C) Humidity: 10% — 93% non -condensing Electrical Operating Voltage: 15 — 32 VDC LED Current: 5.5 mA (with LED latched on) Operating Current: 230 pA (LED flashing) direct poll 255 pA (LED flashing) group poll End -of -Line Resistance: Not used Standby Current: 300 pA max @ 24 VDC (one communication every 5 sec with LED enabled) oV Relay Contact Rail r" wf -.-, A NEW e �ANS ARE Current Rating MawoshlE c �Q IF "-I" onA 3 A 30 VDC Resistive 'fmrta��G 2 A 30 VDC Resistive Coded 0.7 A 70.7 VDC PF = 0.35 Noncoded 0.9 A 125 VAC Resistive Noncoded 0.46 A 30 VDC UR = 20 ms Noncoded 0.5 A 125 VAC PF = 0.75 Noncoded 0.3 A 125 VAC PF = 0.35 Noncoded 2 A 25 VAC PF= 0.35 Noncoded SEP 1 2 2013 SILENT This document is not intended to be used for installation purposes. We try to keep our KNIGHT product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice13-. For more information, contact Silent Knight 12 Clintonville Road, Northford. CT 06472- by Honeywell 1610 Phone: (800) 328-0103, Fax: (203) 484-7118. www.farenhyt.com Made In the U.S.A MINOR DEVELOPMENT SITE PLANS BUILDING PERMIT RELEASE FORM Development Name: 4-ma'X- /�� Address: 75-40 8 Jf7n -X-- ld"ew CLP Project No. Date Project Reproducible Received: 3 — / — /3 Date Reproducible is Forwarded to Director for Signature: Date Reproducible is Filed in Drafting Div.: Date Release Form Provided to Inspection Services Div.: 3- y-i.3 3- 7-13 3 - 7-/3 The site plan for the proposed project has been approved and released by the Planning Department. The project is now eligible for the issuance of construction permits once all applicable code, regulations, and fees have been satisfied. PLACE COMPLETED RELEASE FORM IN CONSTR UCTION.IOB FILE S:\CPShare\Inspections\SITE PLAN RELEASE FORM.doc 01-2000 Rev. CITY OF LA PORTE PLANNING DEPARTMENT 604 W. Fairmont Parkway, La Porte, TX 77571 www.laoortetx.aov Phone: (281) 471-5020 1 Fax (281) 471-5005 MEMORANDUM TO: f>dney Slaton, Sr. Engineer Mark Huber, Deputy Building Official Donald Ladd, Assistant Fire Chief Curtis Herrod, Utility Superintendent Julian Garza, City Engineer Clif Meekins, Fire Marshal FROM: Masood Malik, City Planner DATE: December 10, 2012 RE: Lomax Park Imp.- Site Plan Referenced site plan, for the Lomax Park Improvements at 1508 Lomax School Road, is attached for your review and comment . Site Plan meeting will be held on Tuesday, CR-B, at 2:00 P.M., please attend. thanks City of La Porte Planning Department INTER -OFFICE MEMORANDUM To: Rodney Slaton, Sr. Engineer Mark Huber, Deputy Building Official Curtis Herrod, Utility Superintendent Donald Ladd, Assistant Fire Chief Clif Meekins, Fire Marshal Julian Garza, City Engineer Reagan McPhail, PIC From: Masood Malik, City Planner Date: May 30, 2012 CC: Tim Tietjens, Planning Director RE: Minor Development Site Plan for Lomax Park Improvements Project Number #12-82 I8 is attached for your review & comments. !I - 1-17 f) IIti„ci:� --- oALI -- ff —� _-_—; 04 7 -7^ 7 i S08 DAL 1 C/l A� P a o� . 7 — _ _ _ ems. � �tpi_viu_ r c4rrv�••o.._� O�, 7�2 -IZ -- 7— I u_Nre_5_o-1ve-d- y „P,, 0' 7 } Wilmore, Debbie From: Wilmore, Debbie Sent: Friday, June 08, 2012 11:11 AM To: Barr, Stephen Cc: Tietjens, Tim; Huber, Mark; Manager, Dwayne; Wilmore, Debbie Subject: Lomax Park Improvements Attachments: Lomax Park Site Plan Comments.pdf Stephen, As per our phone conversation, attached our Mark's comments on the Lomax Park site plan. These comments were provided to Masood on the morning of 06/1" Mark is off today; however, Dwayne & I are here until 6pm. If you have any questions, please let us know. Thanks & have a great weekend! Debbie N fiArr i s dF - - - It "i II♦ � r _ 1 r. � / I � I INSPECTION SERVICES MINOR DEVELOPMENT SITE PLAN CHECKLIST Job Address: Development Name: Type of Business/Development: CLP Project No.: # 1 p nD,ate Rcv'd. in Inspections: ' Legal Description: Tv, -5 1 -1 V � T � `100 L Pr PA Zoning:� SIC No.: # ? Allowable Usea OR N P & Z and/or C.C. Action? Ord./Permit #s: N/+ Street/Alley Closing Action? Ord. #s: AJ Engineer or Surveyor Sealed Development Name Shown Development Type Shown Legal Description Shown Job Address Shown Building Footprint Shown Scale of Plat Shown North Arrow Shown FORMAT (Dev. Ord #1444; App. E) (Dev. Ord 41444; App. E) (Dev. Ord #1444; App. E) (Dev. Ord. #1444; App. E) (Dev. Ord #1444; App. E) (Dev. Ord #1444; App. E) (Dev. Ord #1444; App.E) (Dev. Ord #1444; App. E) 9Yes or or or or or or or or No No No No No No No No ^ Utility Easements/Alleys — Shown? (Dev. Ord #1444; App. E) Yes or No / (If Applicable) Flood Zone - "A" - Shown? (Dev. Ord 41444; App. E) es or No B.F.E. - -Shown? QfApplicable) Flo Plain Development Permit Required? Received? Inspection Division Site Plan Checklist Page 2 SPECIAL PERMITS Driveway/Cul Permit Required? Yes nr � TJe� (State or Coun or City) (Obtain Copy) Drainage Permit Required? Yes or No (State or County or City) (Obtain Copy) Storm Water Quality Permit Required? Yes or No UTILITIES Utility Verification Completed? Results: a) Water Available w/o Extension Yes or No b) Sewer Available w/o Extension es or o c) Utility Extension Agreement Needed? es or o d) Utility Easement Agreement Needed? Yes or o Water Development Fees - (Ord #759-F) $ A_ O• p,.P• Water Tap Size '� (Ord. #759-E) $ Irrigation Size - ( ANIk) (Ord. #759-E) $_ A Qti Sewer Development Fees - (Ord. #759-F) Sewer Tap Size — ( %0 ) (Ord. #759-F) *includes sewer inspection fee charge On & Off -Site Utilities Shown: a) Water Line Size/Routing b) Sewer Line Size/Routing c) Gas Line Size/Routing d) Electric Line Routing (O.H. or Undgd.) $ �J G�y P�.00 \re Grease Trap/Sample Well Shown? (Ch. 74 of Code of Ord.) See Sample Well Detail Sheet for Installation (Note: Gray water to tie-in downstream ofgrease trap.) Inspections Division Site Plan Checklist Page 3 ZONING (Chapter 106 of the City's Code of Ordinances) Maximum Lot Coverage Confirmed? es Sect. 106-443, Table B (Commercial) and Sect. 106-522, Table B (Industrial) Required Building Setbacks Adequate? '�s or No ` r Sect. 106-443, Table B (Co mercial) and Sect. 106-522, Table Ban ustrial) Front -Rear Side IQ Signage in Compliance? (Location, height, size) (Sect. 106-871 thru 879) Parking Re ations: Surface is Dust -Free? (Sect. 106-835Lg) 4 Driveway(s) & Approaches in Compliance? Yes or No (Sect. 106-835, Fig. 10-3 and [e]) (Location, Number, Size, Etc.) Curbing/Curbstops Okay? (Sect. 106-835[i]) Size of Spaces & Aisles - Adequate? 1 (Sect. 106-835[a][c4] and[d]) Regular—10'X18'; Accessible— 14'X20'; Parallel—10'X22' Circulation Aisle — 28'(90-degree parking) 18'(60 & 45-degree) Ratio of Spaces Adequate? o (T 1106.1 Of2003 Ed oflnt'l. Bldg. Code) Regular Vs. Accessible 100% Masonry/Glass? err_— S:\CPShare\INSPECTION DIVISIONUaspections\Ins Services Site Plan Cklist.docRev Ju12011 Wilmore, Debbie From: Barr, Stephen Sent: Wednesday, May 23, 2012 8:08 AM To: Hubei, Mark; Wilmore, Debbie Subject: RE: Lomax Tower 4A Attachments: C1-0 (2) site plan v4, 051412.pdf t Hi Y'all, Here is the site plan for our proposed buildings/park improvements at Lomax Park... we are utilizing a portion of the fenced area around the tower, for our shared storage facility. That is how Dave got involved... Our Architect, Randy Hickey, is supposed to submit the final plans for review today..., in the meantime, this site plan is the latest version that I have, I think it still needs one or two pieces of information to be finished. I thought it had already been submitted to Masood. From: Huber, Mark Sent: Tuesday, May 22, 2012 1:27 PM To: Mick, David; Barr, Stephen; Wilmore, Debbie Cc: Menager, Dwayne; Huber, Mark Subject: RE: Lomax Tower Debbie, I am not familiar with it. Stephen and or David, could one of you please provide specifics via e-mail ? thanks MH Mark W. Huber Deputy Building Official City of La Porte 281-470-5067 huberm(cDlaportetx.gov From: Wilmore, Debbie Sent: Tuesday, May 22, 2012 12:04 PM To: Huber, Mark; Menager, Dwayne Cc: Mick, David; Barr, Stephen Subject: FW: Lomax Tower Dwayne & Mark — Are either of you familiar with this project? Is this the air monitoring project? Address? This is the first info I received. If not, Mark — please contact David and/or Stephen to get specifics so we know our role. Thanks, Debbie'-' From: Mick, David Sent: Wednesday, May 16, 2012 9:17 AM To: Barr, Stephen Cc: Wilmore, Debbie Subject: FW: Lomax Tower Stephen - Will we get a chance to formally review this site plan? Thanks Sir. Dave From: Mick, David Sent: Wednesday, March 21, 2012 12:40 PM To: Barr, Stephen Cc: Mayo, Ray; Herrod, Curtis; Gonzalez, Eloy Subject: RE: Lomax Tower Stephen - if you all can address below, public works is fine with the proposal. The east side Ray mentions is another option that our guys were looking at. Your original proposal shifted 10-feet east works better than that alternative. Feel free to get with Ray or me if you have any questions. Thanks. Dave From: Mayo, Ray Sent: Wednesday, March 21, 2012 12:03 PM To: Mick, David Cc: Herrod, Curtis; Gonzalez, Eloy Subject: RE: Lomax Tower David, The depiction on Slide q1 makes the most sense with insetting the proposed building the entire 40 feet. We wish to maintain at least 10 feet on the west side of the property to mow along the fence (moving the building 10 feet east). This placement will conflict with the existing service pole, breaker box and phone line going to the water tower. There is also a drainage swale inside the fence that would be affected. If all these issues are addressed, I feel this would be the best option. Placement of the building at the east side of the property may pose a problem with future maintenance performed on the water tower. During construction there will need to be temporary fencing in place to maintain security of the site. Also, the electrical outage needs to be planned to minimize downtime of the aircraft warning light. Please keep us updated with any developments. Ray Mayo Assistant Superintendent of Utilities P 281-471-9650 F 281-470-5129 mailto:mayo@ laportetx.goV From: Mick, David Sent: Wednesday, March 14, 2012 1:26 PM To: Mayo, Ray Subject: FW: Lomax Tower From: Barr, Stephen Sent: Wednesday, March 14, 2012 1:18 PM To: Mick, David Subject: RE: Lomax Tower Hey Dave, Here you go; let me know if you have any questions or comments... Thanks again for your help on this! O Stephen From: Mick, David Sent: Wednesday, March 14, 2012 9:53 AM To: Barr, Stephen Subject: Lomax Tower Stephen - Can you all give us a sketch on an aerial? Dave i 4 , i �I} RODEO ARENA v� .vwrte 2 rr �, x �o .eu�w av rrs nivvn --- - - k i pER I 0 i - a-o CITY OF LA PORTE QUOTE FORM The City of La Porte is requesting quotes on Asbestos Consultant . Any exceptions to the following specifications must be noted in detail. Be sure to Include all charges, including freight, handling, delivery, and any other fees. Quote must be returned on this form. Prices shall be firm for a minimum of thirty (30) days. Quotes may be e-mailed to lenningss(aJaportetx.gov or faxed to Inspection Services Division 0_#281-470-5005, by 5pm on Monday. March 12, 2012. If more information is needed, please contact Debbie Wilmore at #281-470-5066 or Dwayne Manager at #281-471-5070 or e-mail: wilmored(alaportetx.gov SPECIFICATIONS UNIT EXTENDED QTY PRICE PRICE 1508 Lomax School Rd. - 1 Handle State Notification/Fees, Provide Project Oversight & Provide Final Written Report on Abatement of ACM as per 03/02/12 Scope of Work Total $ Freight/Delivery $ (if estimated, state "not to exceed" price) Itemize any additional fees or charges: You may use another sheet, if necessary. TOTAL COST $ (price shall be firm and may not be exceeded) State delivery time ARO (after receipt of order) days Vendor Name: Terra Nova Consulting, Inc. Phone M #713-482-8787 Contact name: Line Jazi Signature: CITY OF LA PORTE ASBESTOS ABATEMENT CONSULTANT PROJECT SCOPE OF WORK (March 02, 2012) JOB LOCATION: 1525 Lomax School Rd. Non -Residential, brick -veneer building (Old city hall) (Tr. 400; La Porte Outlots - HCAD #023-140-000-0400) Owner: City of LaPorte The City plans to have the above described publicly owned building demolished. We are accepting written quotes for consultant work associated with asbestos abatement of floor tile and mastic (@1,320 sq. ft. of floor tile in the main rooms & kitchen; @220 sq. ft. of floor tile & mastic in the storage rooms and @150 sq. ft. of floor tile in the restrooms), as described in the Bulk Sample Analysis Report and cover letter. A separate scope of work has been prepared for the abatement contractors. For questions, please contact Chief Building Official Debbie Wilmore at #281-470-5066 or Chief Inspector Dwayne Menager at #281-470-5070. Written quotes must be received by the Inspection Services Division (City Hall) no later than Monday, March 12, 2012 A 5:00 P.M.. Quotes should be provided via e- mail (ienninessCa�lanortetx.eov); fax #281-470-5005 —OR- by delivery to The Inspection Services Division (City Hall), Attn: D. Wilmore — 604 W. Fairmont Parkway — La Porte, Tx 77571. Asbestos Consultant Scone of Work • Consultant shall be responsible for completion of the required State Notification form and payment of appropriate fee(s) once abatement contractor is selected by the City • Consultant shall be responsible for the Design and Project Oversight in accordance with Texas Department of State Health Services (DSHS) regulations • Upon completion, provide the City with a written report confirming the abatement was done in compliance with appropriate DSHS regulations and authorizing building demolition LtyFY,IN ENVIRONMENTAL SERVICESr INC* August 9, 2011 City of La Porte 604 W Fairmont Parkway La Porte, TX 77571 Attention: Debbie Wllmore Subject: Report of Asbestos Survey 1508 & 1525 Lomax School Rd — La Porte, TX. Old House, Storage Building, Concession Stand Login Environmental Services Project No. 646.11-04 Dear Ms. Wilmore, Loftin Environmental Bervlces Inc. has completed a limited asbestos survey performed on August 5, 2011 at the above referenced space. The purpose of this work was to Identify the presence and quantity of asbestos containing materials within all accessible areas of the spaces and assess those that may be disturbed by renovatlomdemolltion. Visual observation of the spaces revealed joint compound, calling texture and various types of floor file with associated mastic. Representative samples of these materials were collected In accordance with TDSHS regulations and submitted to LOFLIN's Houston laboratory for asbestos analysis. All were analyzed using Polarized Light Microscopy (PLM) coupled wkh dispersion staining In accordance with EPA's 'Method For The Determination Of Asbestos In Bulk Samples' EPA 6004743-93/116, July 1993. 1506 Lomax School Rd. - Based on laboratory analysts, approximately 1,320 square feet of tan 12x12 floor file, located in the main rooms and the kitchen, was found to contain 1-2% chrysoVle. Approximately 220 square feet of red 12x12 floor tile, located In the storage rooms, was found to contain 1-2% chrysotlle with Its associated black mastic containing 6-6% chrysotlle. Approximately 150 square feet of tan 9x9 floor die, located In the restrooms, was found to contain 2-3% chrysotlle. 1525 Lomax School Rd. - Based on laboratory analysis, none of the samples taken from the concession stand were found to be asbestos containing. The storage bullding structure, made entirely of wood, was tree of suspect materials. Therefore no samples were taken. This survey was conducted In general accordance with the Texas Asbestos Health Protection Rules (TAHPR) and the National Emission Standards for Hazardous Air Pollutants (NESHAP) for the areas being renovated and/or demollshed. 2020 Montrose • Houston, Terns 77006 • (713)521-3300 • FAX (713)523.0829 Lollln Environmental Services, Ina appreciates this opportunity to provide these fasting services. Should you have any further questions regarding this matter, please do not hesitate to contact us. Sincerely, Loran Environmental Services, Inc. rv- J. Michael Smith OSHS Inspector 1602757 DSHS Lab 030-003 i 2020 Montrose • Houston, Tarns 77006 • (7I3)521-3300 • FAX (7/3)523-0829 J LoNit Environmental Services, Inc.2020 Montrose Blvd, Houston, Texas 77006 (713) 521-3300 Fax (713),523.0829 LOFLIN NVLM 10-2044 TDH Lab 30-0031 Report of Bulk Sample Analysis For Asbestos Identification Polarized Light Microscopy (PLM) EPA 600/R-931116, July 1994 Client., CITY OFLAPORTE Client Address: P.O. BOX 1115, LAPORTE, TX 77572.1115 Protect No: 646.11-04 Protect Name: 1508 & 1525 LOMAX SCHOOL RD., LA PORTS TX Date Received: SM2011 Date Analyzed: &O2011 Page 1 of Lab Field Sample Sample Asbestos Additional Number Number Description Location Detected Constituents (Components) L1834746 1506- BEIGE, GRANULAR 1.2%CHRYSOTILE CALCITE, VINYL, QUARTZ of NONHOM (FLOOR TILE) YELLOW, CRUMBLY NONEDETECTED OTHER (MASTIC) L183475' 1508- BEIGE, GRANULAR 1-2%CHRYSOTILE CALCITE, VINYL, QUARTZ 02 NONHOM (FLOOR TILE) YELLOW, CRUMBLY NONEDETECTED OTHER (MASTIC) L183476' 1506- BEIGE, GRANULAR 1.2%CHRYSOTILE CALCITE, V1Nn, QUARTZ 03 NONHOM (FLOOR TILE) YELLOW, CRUMBLY NONEDETECTED OTHER (MASTIC) L183477' 1508- RED, GRANULAR 1-2%CHRYSOTILE CALCITE, VINYL, QUARTZ 04 NONHOM (FLOOR TILE) BLACK, TARRY 6.8% CHRYS077LE TAR, OTHER (MASTIC) AM IX Manager Asbestos -containing materials - The type and percentage of various fibrous components was detormined by the mlaoscopist In accordance with U.S. Environmental Protection Agency Method For The Determination Of Asbestos In Bulk Samples' EPAA301R-93A 16, July 1993. Departures from the test method: None The above lest report must not be used by the diem to dalm product endorsement byNVLAPof any other agency of the U.S. Govemmem. Analysis results on this test teporl pertain only to those materials tested. Disclaimers. PLM anslyals has been known to De Inaccurate for maledais wilt low concentrations of asbestos. Negative PLM results cannot be guaranteed. LES recommends using TEM analysis for matedals reported as <f % or none detected. This report may not be reproduced, except In lull, without written approval by LES. ILo8ln Environmental Servlces, Inc. 2020 Montrose Blvd., Houston, Texas 77006 (713)521-3300 Fax(713).523-0829 LOFLIN NVLAP 10-2044 TDH Lab 30-Mi Report of Bulk Sample Analysis For Asbestos Identification Polarized Light Microscopy (PLM) EPA 600IR-931116, July 1994 Client., CITY OF LAPORTE Date Recehred: 8182011 CllentAddress: P.O. BOX 1115, LAPORTE, TX77572.1115 DateAnatyzed: 8/8201I Project No: 646-11.04 Page 2 of 4 Project Name • 1506 & 1525 LOMAX SCHOOL RD.,LA PORTS TX -_ Lab Field Sample Sample Asbestos Additional Number Number Descdptlon Location Detected Constituents (Components) L183478- 1508- RED, GRANULAR 1-2%CHRYSOTILE CALCITE, VINYL, OUARTZ 05 NONHOM (FLOOR TILE) BLACK, TARRY 6.8%CHRYSOTILE TAR, OTHER (MASTIC) L183479' 1508- RED, GRANULAR 1-2%CHRYSOTILE CALCITE, VINYL, QUARTZ 06 NONHOM (FLOOR TILE) BLACK, TARRY 6.8%CHRYSOTILE TAR, OTHER (MASTIC) L183480' 1508- BEIGE, GRANULAR 2.3%CHRYSOTILE CALCITE, VINYL, QUARTZ 07 NONHOM (FLOOR TILE) YEL L 0 W, CR UMBL Y NONEDETECTED OTHER (MASTIC) L 183481' 1508- BEIGE, GRANULAR 2-3% CHRYSOTILE CALCITE, VINYL, QUARTZ 08 NONHOM (FLOOR TILE) YELLOW, CRUMBLY NONEDETECTED OTHER (MASTIC) Laboratory Manager Asbestos -containing materials - The type and percentage of various fibrous components was determined by the microscopist In accordance with U.S. EnNronmental Protection Agency Melhod For The Determine ilon Of Asbestos In Bulk Samples' EPAXOaR-93ri 16, July 1993. Departures from the test method: None The above lest report must not be used by the client to claim product endorsement byNVLAP or any other agency of the U.S. Government. Analysis rosuhs on this lest report pertain onty to those materials tested Disclaimers: PLM anaysls has been known to be Inanwrate for materials with low concentrations of asbestos. Negative PLM rasuks cannot be guaranteed. LES recommends using TEM analysis for materials reported as <f % or none delocted. This report may not be reproduced. except In full, without written approval by LES. Lain Environmental Services, Inc. 2020MontroseBlK1, Houston, Texas77006 (713) 521-3300 Fax (713)523.0829 L� LOFL/N HVLAP 10.2044 TDH Lab 30-0031 Report of Bulk Sample Analysis For Asbestos Identification Polarized Light Microscopy (PLM) EPA 60OR-931116, July 1994 Client., CITY OF LAPORTE Client Address: P.O. BOX 1115, LAPORTE, TX 77572-1115 Project No: 646-11-04 Pro/act Name: 1508 & 1525 LOMAX SCHOOL RD., LA PORTS TX Date Received: 682011 Date Analyzed: "2011 Page 3 of 4 Lab Field Sample Sample Asbestos Additional Number Number Descnptlon Location Detected Constituents (Components) L183482' 1508- BEIGE, GRANULAR 2-3%CHRYSOTILE CALCITE, VINYL, QUARTZ 09 NONHOM (FLOOR TILE) YELLOW, CRUMBLY NONEDETECTED OTHER (MASTIC) L183483 1508- WHITE, POWDERY NONEDETECTED CALCITE, QUARTZ MICA 10 HOMOGENEOUS OTHER (JOINT COMPOUND) L 183484 1508- WHITE, POWDERY NONEDETECTED CALCITE, QUARTZ MICA if HOMOGENEOUS OTHER (JOINT COMPOUND) L183485 1508- WHITE, POWDERY NONEDETECTED CALCITE, QUARTZ, MICA 12 HOMOGENEOUS OTHER (JOINT COMPOUND) L183486 1508- WHITE, POWDERY NONEDETECTED CALCITE, QUARTZ, MICA 13 HOMOGENEOUS OTHER (CEILING TEXTURE) L 183487 1508- WHITE, POWDERY NONEDETECTED CALCITE, QUARTZ, MICA 14 HOMOGENEOUS OTHER (CEILING TEXTURE) L 183488 1508- WHITE, POWDERY NONEDETECTED CALCITE, QUARTZ, MICA 15 HOMOGENEOUS OTHER (CEILING TEXTURE) INA Laboratory Manager Asbestoscomaining materials - The typo and percentage of various fibrous components was determined by the microsooplst In accordance with U. S. Environmental Protection Agency Method For The Determinaflon Of Asbestos In Bulk Samples' EPA4500A743/116, July 1993. Departures from the lest method: None The above test report must not be used by the client to claim product endorsement by NVLAP or anyother agency of the U.S. Government. Analysis results on this toad reporlperialn only to those matsdals lasted. Disclaimers: PLM analysis has been known to be Inaccurate for materials with low concentrations of asbestos. Negative PLMmsuas cannot be guaranteed. LES recommends using TEM analysis for materials reported as <t % of none delacted. This report may not be reproduced, except In full, without vaalen approval by LES. I NVLAP 10-2044 MH Lab 30-0031 3111n Environmental Services, Inc:2020 Montrose Blvd., Houston, Texas 77006 (713) 521.3300 Fax (713)523.0829 Report of Bulk Sample Analysis For Asbestos Identification Polarized Light Microscopy (PLM) EPA 600/R-931116, July 1994 Client. CITY OF LAPORTE Date Received: 8AWO I I Client Address: P.O. BOX i 115, LAPORTE, TX 77572-1115 Date Analyzed: 8A?/1011 Projed No: 646.11.04 Page 4 of Project Name: 1508 & 1525 LOMAX SCHOOL RD., LA PORTS TX Lab Field Sample Sample Asbestos Additional Number Number Descdptlon Location Detected Constituents (Components) L 183489 CS-01 WHITE, POWDERY NONE DETECTED CALCITE, QUARTZ, MICA HOMOGENEOUS OTHER (JOINT COMPOUND) L 163490 CS-02 WHITE, POWDERY NONE DETECTED CALCITE, QUARTZ, MICA HOMOGENEOUS OTHER (JOINT COMPOUND) L183491 CS-03 WHITE, POWDERY NONEDETECTED CALCITE, QUARTZ, MICA NONHOM OTHER (JOINT COMPOUND) WHITE, POWDERY NONE DETECTED CALCITE, QUARTZ, MICA (JOINT COMPOUND) OTHER _ Ills Laboratory Manager Asbestos-cadatning materials - The lype and percentage of various fibrous components was determined by the mbosceplst In accordance with U.S. Environmental Protectlon Agency 'Method For The Determination OlAsbastos In Bulk Samplase EPA,600,R-93P IA July 1993. Departure$ from the test method: None The above test report must not be used by the client to claim produol endorsement by NVLAP or any other agency of the U.S. Government. Analysis results on this test report pedaln oMy fe those materials tested. Dlscialmers: PLM analysis has bean known to be Insocurete for materials with low concentrations of asbestos. Negallve PLM tesuhs cannot be guaranteed. LES recommends using TEM anelyals for materials reported as <1 % or none defected This report may not be reproduced, except In full, wlthout written approval by LES. Huber, Mark From: Barr, Stephen Sent: Monday, February 13, 3012-8752 AM To: Huber, Mark Cc: Wilmore, Debbie; Bradley, Scott Subject: Lomax Park Temporary Storage Container Attachments: Lomax Site Plan, Demolition, 0212.pptx HI Mark, N: As we discussed on Thursday, we will be demolishing the three existing small buildings at Lomax Park in the near future, as well as the old Fire Station #3 concrete slab that remains in place on site. The site location where all the structures are located, is 1508 Lomax School Road. I have attached an aerial showing the site of these buildings scheduled for removal. Debbie, The Lomax City Hall Building is empty now and is ready for the asbestos removal. Once that is complete, we should be close to removal. The LPLSRA wants to wait until after their big event in March before we tear down the restroom/concession building. The materials to be stored in the proposed container are located in the concession area and the old Girls's Softball Storage Building (see attached aerial). BTW, I have spent $3k of the $40k that was earmarked for demolition, for a survey of the property, so you only have $37k left, which should be ample for asbestos removal and demolition. Mark, as soon as I have a firm date for the container, I will let you know and we can proceed with the necessary demolition/temporary storage permit. Thanks again to both of you for your help on this. Stephen Lomax Park 1508 Lomax School Road La Porte, TX February 13, 2012 Four Structures to be Demolished Old F.S. #3 Concrete Slab Concession/ Restroom 02 • a act c' § 106-749 LA P6iitE CODE (f) No traffic shall be generated by such home occupation in greater volumes than would normally be expected in a residential neighborhood, and any need for parking generated by the conduct of such home occupation shall be met off the street. (g) No equipment or procesg sh"e used in such home occupation which creates noise, vibration, glare, fumes, odors, or electrical interference detectable to the normal sense off the lot, if the occupation is conducted in a single-family residence. In the case of noise, the level shall not exceed 50 percent of the values established in section 106-521(b), footnote G. In the case of electrical interference, no equipment or process shall be used which creates visual or audible interference in any radio or televisiop receivers off the premises, or causes fluctuations in the line voltage off the premises. Sec. 106.750.. Office trailers. Office trailers as defined are only allowed subject to the following conditions: (1) Office trailers may be used as construction offices or temporary storage buildings only on construction sites. (2) No office trailer shall be moved on to a construction site until the required building permit has been issued. (3) All office trailers shall be removed from a construction site once work is completed or . abandoned. (4) In no case shall an office trailer be used for overnight sleeping purposes. Sec. 106-751. Shipping containers. `a) Slipping coritai—i Frs may be used as temporary material storage facilities on construe- _ j�_tion sites in all zoning districts except, residential (R-1, R-2, and R-3). do addition, commercial ---, construction allowed in residential zoning districts may use shipping containers -as temporary- materiaf storage facilities. (Note: Certificate of occupancy shall not be issued until shipping C'container is removed from-the'site.) - (b) Shipping containers may be used as an accessory structure ins L' GC, BI and LI zoning districts. Shipping containers utilized as an accessory building/structure shall be subject to the following provisions and shall comply with all applicable permit conditions: (1) It shall comply with all yard setbacks. .(2) No larger than 350 square feet and no more than one container may be located at site. In case of light industrial (LI) and business industrial (BI) zoning districts, one container per three acres and maximum of three containers per site shall be permitted. (3) Overall lot coverage shall not exceed those applicable to the subject zoning districts. (4) Containers shall not be stacked. (5) Structure. must have a minimum 3/12 pitched composition shingled roof or other material, approved by the director. Supp. No. 23 CD106:86 PHONE- CALL TIMEP.M. FOR _i� QOA�TE M PHONED OF � FAx -RETURNED PHONE- Mo0i�E 5`/ YOUR CALL AREA CQOE NUMB'2\ E% ENSION PLEASE CALL MESSAGE L�V- �_Ij WILL CALL G.GAIN i _) Q� Y.�. �oa�o 4d A. S �N IGNEO VTM. F ZONING § 106-771 (6) All sidings shall be covered with hardy plank, or other material approved by the director. The doors may remain uncovered: (7) The building may be placed on the ground without a foundation provided that building is anchored to the ground per standard building codes. (8) Structure shall be architecturally and aesthetically complimentary with the primary building. (9) A building permit shall be applicable prior to installation. (10) Within 30 days of the issuance of a building permit, shipping container shall be enclosed within a building or required components shall be attached to the frame of the container. (11) Maintenance of all items required herein is the sole responsibility of the owner. (12) Failure to comply with these provisions will cause removal of the container from the property at the owner's expense. (c) The owners of shipping containers utilized "as mobile'supply tool7material supply storage units are allowed to stage a maximum of up to two units at their -operating business location provided that the units are screened from public view and from right-of-way subject to requirements of subsections 106-444(a),-(b) of this chapter. (Ord. No. 1501-II, § 7, 3-27-00; Ord. No. 1501-NNNN, § 6(Exh. F), 4-25-05; Ord. No. 3290, § 2, 10-11-10) Secs. 106-752-106-770. Reserved. DIVISION 3. AREA REQUIREMENTS Sec. 106-771. Yard requirements. The following shall not be considered as encroachments on yard, setback requirements: (1) ,Chimneys, flues, belt courses, etc. Chimneys, flues, belt courses, leaders, sills, pilasters, lintels, 'ornamental features, cornices, eaves, gutters, steps, stoops, and the like, provided they do not project more than four feet into any front or rear yard,. and two feet into any side yard. Supp. No. 23 CD106:86.1 COMMERCIAL W & S WORK ORDLO DATE-5- Z - Q k'-c� NEWT N ADDITIO ADDRESS 1So B L�� Sc/ �itaSL LEGAL DESCRIPTION -MS. 399 F 4 0 U &L f orb (L LA &co S OWNER PH# CONTRACTOR Fo (L 5 l.(Tt lS PH# DATE r ADDRESS REQUEST (COPY REC/D FROM ENGR) L L., b ZONING CLASSIFICATION FLOOD ZONE (PER ENGINEERING) BLDG. PLANS SUBMITTED UTILITY EXT. AGRMT REC'D Y OR N S - 7 - 13 BLDG PLANS REVIEWED BLDG. PERMIT RELEASED FOR ISSUANCE b - FEES PAID AJ WATER FWONT FT. FEES 7 SEWER FRONT FT FEES WATER TAP SEWER TAP BUILDING PERMIT PLAN REVIEW FEE ELECTRICAL:PERMIT TEMPORARY POWER POLE PLUMBING PERMIT MECHANICAL PERMIT S.\CPShveVasWttom\C0NQ4 RCIALINSP SHEET.doe SqbQf-1 Wa�Jx- o fee e— o �ee 1 Y 6:34 No (=ee i3-(a-( t10 +e2 o-L (\(o t-e e- f 3 - -1 o 3 �Lo Fee I/ INS *r 4 -1. A A , RESU V K�MARKS 'A; INSPECTOR ,:,%TIONT,T_V .141.4 4DA6TE . . . . . . . . . . . T POLE rel l CONST ELEV CERT recv'd (if In AE/VE zone) FORM SURVEY (if applicable) GROUND PLUMBING Cox Ce�CA ow PIERS 1-5 h-4L f S&LBLIJIF09INU�DAT14 13 if A)J t41% �.QA&j WATER SERVICE LINE SEWER ELEC UNDERGROUND (if applicable) 3 14C? COVER-UP LEAD TEST BRICK TIE DRIVEWAY SIDEWALKS FINAL DRAINAGE/GRADING 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: GAS FINAL r"L( A ELECTRIC FINAL OTHER (patio, lawn sprinklers, etc.) FINAL IMM., All"Im"M x M.0 arm e 4n n rx P7 j imA-ZzLt r u . - - . . . - - - - - - . . - - .. . - . - L . 11 1 1 - - - In.. 111 , n I I l It woo cuc.,.-MS ri.q 1 DAILY INSPECTION LOG 061901 DATE: (D/a` a h3 TIME: PM CONIRACI'ORMOMEOWNER: �JJ @ice v TYPE OF INSPECTION: () REINSPECI'ION PHONE NUMBER: Ito U PROJECTADDRESS: RESULTS: YES_ NO PERMITNUMBER: SPECIAL NOTES: (4 Huber, Mark From: McPhail, Reagan Sent: Monday, October 21, 2013 4:38 PM To: Huber, Mark; Carly Holliday; Mark Follis (mfollis@follisconstruction.com); alanhaney@cgp- solutions.com Cc: Daeumer, Cherell; Bradley, Scott; Noel, Alex; Herrod, Curtis Subject: Lomax Arena Complex - Storage Building New Address for the Storage Building & Water Tower —1609 Lomax School Rd Mark F, The address will need to be written on the meter can. Mr. Huber, we will need to submit inspection data to Center Point using this address, I believe this was submitted to CP using the 1508 Lomax School Rd. It needs to be submitted separately being there are actually two services, one serves the arena & concession and the other the storage building/water tower. In 48 hours our service provider can request service. 1609 Lomax School Rd ESID # 1008901020900766290113 r// `M City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****ELECTRICAL PERMIT**** ---------------------------------------------------------------------------- Applicat,ion Number . . . . . 13-00001760 Date 10/22/13 Property Address . . . . . . 1609 LOMAX SCHOOL RD HCAD Number: 023-140-000-0400 Alternate Search Method: Application type description ELECTRICAL ONLY Subdivision Name . . . . . . LA PORTE OUTLOTS Property Use . . . . . . . . Property Zoning . . . . . . . RES - LOW DENSITY ---------------------------------------------------------------------------- Type of Work METER LOOP / SERVICE - CITY JOB ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CITY OF LAPORTE R.A.WEAVER ELECTRIC INC PO BOX 1115 2309 CENTER ST. SUITE A LA PORTE TX 775721115 DEER PARK TX 77536 (281) 479-4741 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . ML & S - CITY JOB (STOR/ WTR) Permit pin number . 446542 Permit Fee . . . . .00 Issue Date . . . . 10/22/13 Valuation . . . . 0 Expiration Date . . 4/20/14 Qty Unit Charge Per Extension 1.00 .0000 EA EL - METER LOOP & SERVICE/TCI .00 ---------------------------------------------------------------------------- Special Notes and Comments October 22, 2013 4:52:21 PM LAPOKYC. CITY JOB CALL 281-470-5130 FOR INSPECTION OR SCHEDULE INSPECTIONS ONLINE ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 ��/2z113 .�-�2e, _ y.�.✓ - ICY-�-- v"�--,awc_a.�c� ��/zZ/�a @ a:�/� Signature of Contractor or Authorized( Agent ------------------------------ Approved by Building Official or Authorized Agent =LWz'z0 Date ---9 2203 Date M3N31r1-SJ plill In 22/2013 14:49 r 28147974-.. RA WEAVER ELECTRIC. PACE 01/02 Btdidit8- PERMIT APPLICATION City of La Porte 281-470-5073 MechardcaL__ Project Address: / k-9 - rC7�Ei 1C..�� /1 Lot:—_ Established 189' 'Phvrbig— Bbck; _•_--- — Owner's Narre:_ C / s�Es��_ .--•----,-Phonc:-- Street City zip Cnrnra<tar:__� pro: Address- a 0 /A_/ �r-_ � �e2 t7-112.(�. 7 7 53 L,p Street City Z¢ rct_t.oe.0_0e r Contactor Fimil address: a' : Q4300 . C M, Fax: OZ &'t - (4 74"Cmact Pct=i f /Lr—F A qjE Buwi1sUse: Sq. Footage; Storks_._ Dc%i*c Work: t o ` S — C I -I --I OcctpmxyT.Ypc FbodZone Class Work Sq.Ft. CcmmatkmType.._...._.....___._.__ Use Zone kStorix _Parking Req_,,,_-_....._..... Last use ofBuidng--------------.....---.-• -- Dateuuceased:_ ..._ ConnmalBuDd ngs Plans 9&-Fire MorshalAppro�al ,....____Date__ _._---.•---._._�_ _ __ Cbecked/Appro%td ffm Issumcc By:. c'E:—_.__Special Tams ......_... Date......... m ParkW(.Nm Res. Orgy): Zone a___.-- _ Perrrd[ No. Q _k_kq—Pernit Fee------------___Pimr Check Fee: MITZ31+ISi1 KtiliSiMIMUi19 1 Eiii�i.' 41 '22/2013 14:49 2814797,.'.:. RA WEAVER ELECTRI- PAGE 02/02 COMPLETE THIS SECTION FOR ELECTRICAL PERMITS:: NOTE: MINIMUM CHARGE ON PERMIF(S) IS $20.00 DeMlPtion CbEtrges Quwdy Fees PFILWTISSUEFEE $7.50 ,__ S7,•SO OTtlets, Firms. Lights & switches (To 5 -Fiat fee) $1.00 Above Iterrs (AI Others) S 0.60 Cecil CIDd= Wasber/Dryer S 2.00 each RmlE9 Receptacle S 3.00 each - --------- Cook Top or Overt S 1.50 each A/C, W indow Unit Receptacle 5 3.00 each Water Hcater S 3.75 arch. DishwasheoGarbaaeDaposal S 1.50each _. Meter loop & Sern•ke Uncluder Ternyararc cut -in) S15.00 tads Temporary Saw Pole (T Pok) SI5.00 ea _ RecanrtectiondScrvice S15.00 ReinspectionFee $35.00 ------ _--� MOTORS: Up to blt not L1chd ht¢'/: hp 0 cash S5 hp aril less than 1.0 hp _'.50 each 10 hp & up to 50 hp S 3.50 each 50 by and up S 4.50 each COMPLETE TIES Sl NOTE: MrNNUM Deseriprion, Charges PERMFFISSUEFTE S15.00 FkWms/DrairwTraps S 3.75 each Scwcr(New..Rena/r, err RVacmmnr) S 7.50 each Septic 'Farde/SeepWPi/DninField S15.00each warerHeater S 3.75 each Gas Piping Sysiem(I-doude/s0ar/ee.) S 7.50 Gas Piping System (mer 4 audds-each) S 1.50 each bulallatim Alteration or Repair ofWatcr Piping and/or water Treatite EqugtreDt S 7.50 each Repan/Ahcmtim-Drain or Vert S 7.50 each Fach VacuuniBreaker/Backfbw Protection Each One (/-5) S 3.75 each Each Om (Aver 5) S 215 each RectspectionFee $35.00 each Total S:CbggPl i.SM.' M.hSraCTOWS Div Ia CML-ape*=,atla Pe AM14,q IR PLLrM RLVG PERMITS ON Puilli-r(S) IS S20.00 v Fees S I5.00 .. HP LaserJet M1536dnf MFP Fax Confirmation HP Fax Oct-22-2013 3:57PM Job Date Time Type Identification 2844 10/22/2013 3:56:02PM Send 92814797447 Duration Pages Result 1:02 1 OK CIc, e1 t. veru I... L.1[ro.t p4vy L. .e[e.. T[ T)L)l IC" CT]011 L1LI�I1B.1 .l]- 1)0 ••••lLKTI12CAL pgpN1T••'• App11C.t1.. engine 1)-0*a.11L0 at. IO/ll/ll r[ep.(tY AOGr... iL0! LOIIAA LCMOOL LO LCAO ...Ball 0]]-NO-000-1100 Alurn.t. L.i« L .aPeOr 'LppA cR le. tYp. I...rlptLe. tL9CTLtCAL OPLY ,Ubd!vl.ltn L... . . . . . L1 POLT[ OUTLOTS p rep. r tY Ou ........ ...... . . . . . . . ... - ... ....... ..... ......... .. ... .. ....... . TY"..Of rrp. e] Work q.Tn LOOP / ....... - elrT JOB lees contractor ........................ ..................... CITY Or LAro LT. L.A.11 uvtL urCTll ICY; .. c ro poL ilu nu cum I.pain A LA PONT9 T1 771721215 "ILA PALL L 71LIL 11111 .T.-.l.l ... ..................................................... M1 [eit ILICT:ICAL ppLFIT .... AO.ItIOn.] .... .L A - C11Y i0L ISTO./ .TL) 1.r.1t pi. .."or A..S.] P.I.it I.. .ee I..Y...I. .o%II/LI v.lu.ti.. . . 0 Lapirrtl an ..I. . ./1e;1. Oly Unit CLarp. ear ......Ian 1.I. .0000 L. L:. .IT91 LOOP A LLLV:CL/TCI .1. ....................................... .. . Special Motu and Cc .... ------- Octeler ]], 1011 .101�]t p. LAIOLYC. CITY JOB CALL ]SI-.)0-SI)e rOL ILL pBCT:OL O. SCHIOULL INSPICTIOW, OLLILB .....I .. .. .a .. .. .Ue..ry CDarue Pale Credited .... Me P.r.lc.00 O rand Total .s. .00 --- � 7...nn,lna- ugn.t. re eT coat peter er Ameer e. q._r/.`1���_ %.p.r.ve sr Bvl]1al in�rwi eri..d Agent o �t.1' ��( 3 r- a City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 13-00001544 Date 9/24/13 Property Address . . . . . . 1508 LOMAX SCHOOL RD 1/2 HCAD Number: 023-140-000-0400 Alternate Search Method: Application type description FIRE ALARM Subdivision Name . . . . . . LA PORTE OUTLOTS Property Use . . . . . . . . Property Zoning . . . . . . . LARGE LOT Application valuation . . . . 15000 ---------------------------------------------------------------------------- Type of Work fire alarm ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CITY OF LAPORTE A-1 FIRE EQUIPMENT PO BOX 1115 12711 EAST FRWY LA PORTE TX 775721115 HOUSTON TX 77015 (713) 455-0296 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . NON-COMBUSTIBLE II Occupancy Type . . . . . . ASSEMBLY Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -FIRE ALARM Additional desc . . FIRE ALARM JOB Permit pin number . 444471 Permit Fee . . . . .00 Plan Check Fee .00 Issue Date . . . . 9/24/13 valuation . . . . 15000 Expiration Date . . 3/23/14 -------------------------------- 7------------------------------------------- Special Notes and Comments September 24, 2013 9:38:07 AM LAPOVFL. 1. THIS PERMIT FOR FIRE ALARM FOR LOMAX SCHOOL RD. CITY PARKS. 2. AS PER APPROVED/ATTACHED FMO PLAN REVIEW COMMENTS DATED 9-23-13. 3. CALL FOR INSPECTIONS. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited ---------- ---------- ---------- Due ---------- ----------------- Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 -- - --- -^-- --------------------------------------------- 4,aN�3 (SIGNATURE OF CONTRACTOR OR AUTHO I$ED GENT) LA D�ATT (APPROVED BY BUILDING OFFICIAL ORyAUTHORIZ D AGENT) DA E J� z� l� 31 ,. r f , PERMIT APPLICATION r::7cE, of La Porte SEP 12..2013 281-470-5073 Established 1892 Building Mecharuha uca1*Electrical *Plumbing *(See back of form) Project Address: 1,5 QS ya L D/tlfiX '�: ot: IiS 3cl"I P `iri�� Subdivision: l-2 QA(zAS Block Owner's Street City Zip Contractor: A- 1 FI iL6 & I Phone: 7 /'3- L1S 5- j a i, Fr Street v City Zip , -Contractor Email address: Il2ya�iovc3-1F1je%rFax: 717-HIS5-- q323 Contact Person: )_kks LQJa rd Engineer: 'ran�rL INiit thrallS3Z-ri1�- 5217 Building -Use: coY,S 1'tt Ul , uy1 Valuation: a I y. 0 0l) ' Occupancy Type -A,+ Construction Typef -) Last use of Checked/Approved for Issuance Sq. Footage: # Stories Describe Work: rlR-.- '41514, �l a/, Flood Zone_ Class Work Sq. Ft. � Use Zone_ # Stories 1 Parking Req N i� Date use ceased: AN Marshal Approval 64 F, r C e) Date 90 2�rh,2 t_ R :3 ,1 r �► rcc: rvn Permit No. - 1 Permit Fee C � T I PIL03. Gr FEE S - Plan Check Fee: /UA Ga M V ad. PMEFM N LA PORTE FIRE MARSHAL'S OFFICE "PLAN REVIEW" Date 09/23/2013 Business Name Lomax Park — Concession Stand Address 1508 Lomax School Rd. of Review Fire Alarm —Type Contractor A-1 Reviewed by Clif Meekins, Fire Marshal Approval YES The AppuuM WII he responsible to .room dre a"n apwrlc om and plans am complete and In compllance whh the ra0u mrtwMa gat ford, In the 2041 IMrnaaorol Fire Coda (IFC) and Locai Arrandmenta as ile wall es the applicable fee mad Mandaraa 119W In Chapter 45 of the 2000 IFC. Tpun rnvuw Is not 4dendW to he"btcivalve as other regWremama may he Imposed as w rrardad by the FIm WniW or as deerrm0 necessary durblp onoae Inspections by the Fire Marshes office. 1) Ensure the system is designed and installed so silencing the Audible devices WILL 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 24hts 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 CICIS.,T TO THE CITY IS REQUIRED PRIOR TYTO THE CHANGE OCCURRING. COPY 125 South Yd Street, La Porte, TX 77571 Office: 281-867-4603 Fax:281-867-4629 s Menager, Dwayne - ` From: Menager, Dwayne Sent: Thursday, September 12, 2013 3:56 PM To: Meekins, Clif; Wise, Sandra; Simmons, Steven Cc: Huber, Mark Subject: 1508 1/2 Lomax School Rd Fire Alarm Plans Cliff, We have a set of fire alarm plans ready for your review. Plans are in the usual place. Respectfully, Dwayne Menager Chief Inspector Inspections Division 281-470-5070 3� L LM File File Edit Commands Help _ UDIQAPWPUBUCSECT.OR IZA NaviUne Prope.rty De.icriptio*h Inqbiry, 1-66ti did DI: HCAD Number: 02314p;0,00-0400 A.Iternate,Search'tlethod: Location address: 150I3 L6MM SCHOOL 141D 1/2 CLP Primary related party: •CITY OF 11400137E • ra-,PORTE 0T.TTLM VIOK- Y Ex I'' Cancel Address Related [7-� =-MWI City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****MECHANICAL PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 13-00000674 Date 9/10/13 Property Address . . . . . . 1508 LOMAX SCHOOL RD UB HCAD Number: 023-140-000-0400 Alternate Search Method: Application type description REMODEL, COMMERCIAL Subdivision Name . . . . . . LA PORTE OUTLOTS Property Use . . . . . . . . Property Zoning . . . . . . . RES - LOW DENSITY Application valuation . . . . 1142540 ---------------------------------------------------------------------------- Type of Work ARENA,CONCESSION BLDS, STORAGE BLDG ---------------------------------------------------------------------------- Owner Contractor CITY OF LAPORTE FOLLIS CONSTRUCTION PO BOX 1115 111 N BROADWAY LA PORTE TX 775721115 LA PORTE TX 77571 (281) 471-6881 Other struct info . . . . . FLOOD ZONE X ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . HCAC FOR PROJECT Permit pin number 443531 Sub Contractor BAY REFRIGERATION & A/C Permit Fee . . . . .00 Plan Check Fee .00 Issue Date . . . . 9/10/13 valuation . . . . 16000 Expiration Date . . 3/09/14 ---------------------------------------------------------------------------- Special Notes and Comments May 7, 2013 1:27:20 PM LAPOVFL. 1. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS TO INCLUDE (A) PROJECT: CONCESSION, RESTROOM AND MEETING BUILDING GENERAL WORK SCOPE AND ALL CITY OF LA PORTE BID AND DESIGN SPECIFICATIONS. (B) PROJECT: OPEN ARENA GENERAL WORK SCOPE AND ALL CITY OF LA PORTE BID AND DESIGN SPECIFICATION.S (C) PROJECT: STORAGE BUILDING AND CITY OF LA PORTE BID AND DESIGN SPECIFICATIONS. 2. CONTRACTOR IS REQUIRED TO SUBMIT PRE ENGINEERED METAL BUILDING PLANS ENGINEER SEALED BY A STATE OF TEXAS LICENSED ENGINEER DESIGNED TO A MINIMUM OF A 120 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 . . . . . 13-00000674 Date 9/10/13 ---------------------------------------------------------------------------- Special Notes and Comments MPH WIND LOAD PRIOR TO ERECTING BUILDINGS. 3. CONTRACTOR MUST COMPLY WITH ATTACHED FIRE MARSHAL PLAN REVIEW COMMENTS DATED 2/25/2013. 4. OWNER/CONTRACTOR RESPONSIBLE TO COMPLY WITH THE TEXAS ACCESSIBILITY STANDARDS (TAS). S. THIS PERMIT FOR LOMAX SCHOOL ROAD PARK IMPROVEMENTS. 6. THIS BUILDING PERMIT APPROVED SUBJECT TO CITY APPROVED CONSTRUCTION DRAWING WITH -RED LINES, PLAN REVIEW COMMENTS AND CERTIFIED SITE PLAN. 7. SEE ATTACHED COMMERCIAL PLAN REVIEW NOTES FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 8. SEPARATE ELECTRICAL, PLUMBING AND MECHANICAL PERMITS REQUIRED. 9. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING ANY SIGNAGE. 10. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 11. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FORM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUILDING FINAL INSPECTION. 12. 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. 13. SEPARATE PERMIT REQUIRED FOR FIRE City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****MECHANICAL PERMIT**** ------------------------------- ------------------------------------------- Page 3 Application Number . . . . . ---------------------------------------------------------------------------- 13-00000674 Date 9/10/13 Special Notes and Comments SPRINKLER AND FIRE ALARM. ---------------------------------------------------------------------------- Fee summary Charged Paid ---------- Credited ---------- Due ---------- --------------------------- Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 --------- - --- - ---------------------------- - ---- -- ------- - - - - -- S e f c6Rt,r-aQtjF or (�at2ri d agen 9DD : 14 /� Approved by Building official or autho ized agent Da e � J of "o PERMIT APPLICATION ° City of La Porte Established 1892 281-470-5073 Building Mechanical *Electrical *Plumbing C�*((S}eee back of form) Project Address:_ �5� X Lot: Subdivision: , —� c , /� rr— Block: Owner's Name: cm- ` C)Q i (P0(2_v Phone: Address: 6:;7� (� ) Street City Zip Contractor: I130- yam, , `�_ � ry_ (� Phone: % 13 lI( ,1 SQS Address: ` 5kC z. � 5.�`�C�l. < C � Street City _ Zip Contractor Email Engineer:. Building Valuation: I G cbQ epc> Person: Sq. Footage: # Stories Describe Work: H' c' Occupancy Type Flood Zone Class Work Sq. Ft. Construction Type Use Zone # Stories Parking Req Last use of Building Date use ceased: Commercial Buildings Plans Qnly-Fire Marshal Approval Date Checked/Approved for Issuance By: Date CE: Special Conditions: Taxes HCAD Residential driveway tie-in fee: j Parkland(New Res. Only): Zone # Fee Permit No. I 6 7'1 ut Fee ALO Plan Check Fee: COMPLETE THIS SECTION FOR ELECTRICAL PERMITS:: NOTE: MINIMUM CHARGE ON PERNIIT(S) IS $20.00 Description . Charges Quantity Fees PERMIT ISSUE FEE $7.50 Outlets, Fixtures, Lights & Switches (I' 5 -Flat fee) $ 3.00 Above Items (All Others) $ 0.60 each Clothes Washer/ Dryer $ 2.00 each Range Receptacle $ 3.00 each Cook Top or Oven $ 1.50 each A/C, Window Unit Receptacle $ 3.00 each Water Heater $ 3.75 each Dishwasher/Garbage Disposal $ 1.50 each Meter Loop & Service (includes Temporary cut -in) $15.00 each Temporary Saw Pole (T Pole) $15.00 each Reconnection of Service $15.00 each Reinspection Fee $35.00 each MOTORS: Up to but not including % hp $ 1.50 each /, hp and less than 10 hp $ 2.50 each 10 hp & up to 50 hp $ 3.50 each 50 hp and up $ 4.50 each Total Fee 7.50 COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MINIMUM CHARGE ON PERMITS) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $15.00 Fixtures/Drainsamps $ 3.75 each Sewer (New, Repair, or Replacement) $ 7.50 each Septic Tank/Seepage Pit/Drain Field $15.00 each Water Heater $ 3.75 each Gas Piping System (1-4 outlets, flat fee) $ 7.50 Gas Piping System (over 4 outlets -each) $ 1.50 each Installation, Alteration or Repair of Water Piping and/or Water Treating Equipment $ 7.50 each Repair/Alteration - Drain or Vent $ 7.50 each Each Vacuum BreakerBackflow Protection Each One (1-5) $ 3.75 each Each One (Over 5) $ 2.25 each Reinspection Fee $35.00 each Total 15.00 S:\City Planning ShmkALPRA-I\01-INSPECTIONS DMSIONUnspections\Permk Applications\Bldg Permit App.dm City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****ELECTRICAL PERMIT**** ----------------------------------- Application Number . . . . . Property Address . . . . . . HCAD Number: Alternate Search Method: Application type description Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . ---------------------------------------- 13-00000674 Date 7/17/13 1508 LOMAX SCHOOL RD US 023-140-000-0400 REMODEL, COMMERCIAL LA PORTE OUTLOTS RES - LOW DENSITY ---------------------------------------- Type of Work ARENA,CONCESSION BLDS, STORAGE BLDG ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CITY OF LAPORTE FOLLIS CONSTRUCTION PO BOX 1115 111 N BROADWAY LA PORTE TX 775721115 LA PORTE TX 77571 (281) 471-6881 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . WIRE ALL AREAS Permit pin number 439174 Sub Contractor R.A.WEAVER ELECTRIC INC Permit Fee . . . . .00 Issue Date . . . . 7/17/13 Valuation . . . . 0 Expiration Date . . 1/13/14 Qt•y Unit Charge Per Extension 1.00 .0000 EA EL - OUTLETS,SWITCHES (1ST 5) .00 180.00 .0000 EA EL - OUTLETS, SWITCHES (OTHER) .00 1.00 .0000 EA EL - RANGE RECEPTACLE .00 1.00 .0000 EA EL-DISWASHER/ GARBAGE DISPOSAL .00 1.00 .0000 EA EL - METER LOOP & SERVICE/TCI .00 4.00 .0000 EA EL -MOTORS UP TO NOT INC. 1/2H .00 4.00 .'0000 EA EL - 1/2 HP AND UP TO 10 HP .00 ---------------------------------------------------------------------------- Special Notes and Comments May 7, 2013 1:27:20 PM LAPOVFL. 1. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS TO INCLUDE (A) PROJECT: CONCESSION, RESTROOM AND MEETING BUILDING GENERAL WORK SCOPE AND ALL CITY OF LA PORTE BID AND DESIGN SPECIFICATIONS. (B) PROJECT: OPEN ARENA GENERAL WORK SCOPE AND ALL CITY OF LA PORTE BID AND DESIGN SPECIFICATION.S (C) PROJECT: STORAGE BUILDING AND CITY 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 . . . . . 13-00000674 Date 7/17/13 ---------------------------------------------------------------------------- Special Notes and Comments OF LA PORTE BID AND DESIGN SPECIFICATIONS. 2. CONTRACTOR IS REQUIRED TO SUBMIT PRE ENGINEERED METAL BUILDING PLANS ENGINEER SEALED BY A STATE OF TEXAS LICENSED ENGINEER DESIGNED TO A MINIMUM OF A 120 MPH WIND LOAD PRIOR TO ERECTING BUILDINGS. 3. CONTRACTOR MUST COMPLY WITH ATTACHED FIRE MARSHAL PLAN REVIEW COMMENTS DATED 2/25/2013. 4. OWNER/CONTRACTOR RESPONSIBLE TO COMPLY WITH THE TEXAS ACCESSIBILITY STANDARDS (TAS). 5. THIS PERMIT FOR LOMAX SCHOOL ROAD PARK IMPROVEMENTS. 6. THIS BUILDING PERMIT APPROVED SUBJECT TO CITY APPROVED CONSTRUCTION DRAWING WITH RED LINES, PLAN REVIEW COMMENTS AND CERTIFIED SITE PLAN. 7. SEE ATTACHED COMMERCIAL PLAN REVIEW NOTES FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 8. SEPARATE ELECTRICAL, PLUMBING AND MECHANICAL PERMITS REQUIRED. 9. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING ANY SIGNAGE. 10. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 11. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FORM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUILDING FINAL INSPECTION. City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****ELECTRICAL PERMIT**** ---------------------------------------------------------------------------- Page 3 Application Number . . . . . 13-00000674 Date 7/17/13 ---------------------------------------------------------------------------- Special Notes and Comments 12. 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. 13. SEPARATE PERMIT REQUIRED FOR FIRE SPRINKLER AND FIRE ALARM. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 ------- ------ ------- 00 --------- ------------ --- -�two 4F ure of Cract r Authorized Agent ---- Date ------------------------ PT 4F-------- pproved by Building OfficioY"Authorized Agent Date t, of wo PERMIT APPLICATION w J• 'w ° r City of La Porte Established 1892 281-470-5073 t Building Mechanical *Electrical X* *Plumbing n "(See back of form) Project Address: I5_0 ✓iOM4tc Sc,"v( Il c( Lot: Owner's Street City Zip Contractor: fL • Q. W WJ& CI \\ Phone: 741-4-74-'F1 y l Address: Nr� UaI "5w UEo/L &,A 'j-je '715-3L Street City , Zip Contractor Email address:tr4cLWeo_Vere,1eJAL0 Fax:41-Of-IV47 Contact Person: Engineer: Building U4% /,*(ON�tSS �.v Bldl. , +�tGr b<</ Sq. Footage: # Stories Valuation: Describe Work:14'A% A-11 lei S NOT A VALID PERMIT UNTIL OWNER IS NOTIFIED OF APPROVAL & ALL APPLICABLE FEES ARE PAID IN FULL. APPLICANTS SIGNATF3�G«�✓���- DATE: APPLICANTS PRINTED NAME GAwe ✓• W��i✓6� For City Use Only Occupancy Type Flood Zone Class Work Sq. Ft. Construction Type Use Zone # Stories Parking Req Last use of Building Date use ceased: Commercial Buildings Plans Only -Fire Marshal Approval Date Checked/Approved for Issuance By: Date CE: Special Conditions: Taxes HCAD Residential driveway tie-in Parkland(New Res. Only): Permit No. I� Permit Fee Zone # Fee: Plan Check Fee: COMPLETE THIS SECTION FOR ELECTRICAL PERMITS:: NOTE: D INEWUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $7.50 Outlets, Fixtures, Lights & Switches (1" 5 - Flat fee) $ 3.00 I Above Items (All Others) $ 0.60 each Clothes Washer/ Dryer $ 2.00 each Range Receptacle $ 3.00 each Cook Top or Oven $ 1.50 each A/C, Window Unit Receptacle $ 3.00 each Water Heater $ 3.75 each Dishwasher/Garbage Disposal $ 1.50 each t Meter Loop & Service (includes Temporary cut -in) $15.00 each I Temporary Saw Pole (T Pole) $15.00 each Reconnection of Service $15.00 each Reinspection Fee $35.00 each MOTORS: 1 Up to but not including %, hp $ 1.50 each I h hp and less than 10 hp $ 2.50 each 10 hp & up to 50 hp $ 3.50 each 50 hp and up $ 4.5b each Total Fee 7.50 COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $15.00 $15.00 Fixtures/Drams(Fraps $ 3.75 each Sewer (New, Repair, or Replacement) $ 7.50 each Septic Tank/Seepage Pit/Drain Field $15.00 each Water Heater $ 3.75 each Gas Piping System (1-4 outlets, flatfee) $ 7.50 Gas Piping System (over 4 outlets -each) $ 1.50 each Installation, Alteration or Repair of Water Piping and/or Water Treating Equipment $ 7.50 each Repair/Alteration - Drain or Vent $ 7.50 each Each Vacuum BreakerBackflow Protection Each One (1-5) $ 3.75 each Each One (Over 5) $ 2.25 each Reinspection Fee $35.00 each Total S:\City Planning Share\ALPRA-1\01-04SPECn0NS DMSIONUnspectionsTermit ApplicationsUdg Permit App.doc r City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ""PLUMBING PERMIT"" ---------------------------------------------------------------------------- Application Number . . . . . 13-00000674 Date 7/09/13 Property Address . . . . . . 1508 LOMAX SCHOOL RD UB HCAD Number: 023-140-000-0400 Alternate Search Method: Application type description REMODEL, COMMERCIAL Subdivision Name . . . . . . LA PORTE OUTLOTS Property Use . . . . . . . . Property Zoning . . . . . . . RES - LOW DENSITY ---------------------------------------------------------------------------- Type of Work ARENA,CONCESSION BLDS, STORAGE BLDG ---------------------------------------------------------------------------- Owner Contractor ----------------------- ------------------------ CITY OF LAPORTE FOLLIS CONSTRUCTION PO BOX 1115 111 N BROADWAY LA PORTE TX 775721115 LA PORTE TX 77571 (281) 471-6881 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . PLUMBING FOR BLDG Permit pin number 438317 Sub Contractor DYNAMIC PLUMBING Permit Fee . . . . .00 Issue Date . . . . 7/09/13 Valuation . . . . 0 Expiration Date . . 1/05/14 Qty Unit Charge Per Extension 18.00 .0000 EA PL - FIXTURES/DRAINS/TRAPS .00 1.00 .0000 EA PL - SEWER-NEW,REPAIR,REPLACE .00 1.00 .0000 EA PL - WATER HEATER .00 1.00 .0000 EA PL - WATER PIPE/TREATING EQUIP .00 1.00 .0000 EA PL-VACCUM BREAK/BACKFLOW <6 .00 ---------------------------------------------------------------------------- Special Notes and Comments May 7, 2013 1:27:20 PM LAPOVFL. 1. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS TO INCLUDE (A) PROJECT: CONCESSION, RESTROOM AND MEETING BUILDING GENERAL WORK SCOPE AND ALL CITY OF LA PORTE BID AND DESIGN SPECIFICATIONS. (B) PROJECT: OPEN ARENA GENERAL WORK SCOPE AND ALL CITY OF LA PORTE BID AND DESIGN SPECIFICATION.S (C) PROJECT: STORAGE BUILDING AND CITY OF LA PORTE BID AND DESIGN SPECIFICATIONS. 2. CONTRACTOR IS REQUIRED TO SUBMIT PRE ENGINEERED METAL BUILDING PLANS ENGINEER SEALED BY A STATE OF TEXAS LICENSED ENGINEER DESIGNED TO A MINIMUM OF A 120 MPH WIND LOAD PRIOR TO ERECTING BUILDINGS. 3. CONTRACTOR MUST COMPLY WITH ATTACHED FIRE MARSHAL PLAN REVIEW COMMENTS DATED i 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 . . . . . 13-00000674 Date 7/09/13 ---------------------------------------------------------------------------- Special Notes and Comments 2/25/2013. 4. OWNER/CONTRACTOR RESPONSIBLE TO COMPLY WITH THE TEXAS ACCESSIBILITY STANDARDS (TAS). 5. THIS PERMIT FOR LOMAX SCHOOL ROAD PARK IMPROVEMENTS. 6. THIS BUILDING PERMIT APPROVED SUBJECT TO CITY APPROVED CONSTRUCTION DRAWING WITH RED LINES, PLAN REVIEW COMMENTS AND CERTIFIED SITE PLAN. 7. SEE ATTACHED COMMERCIAL PLAN REVIEW NOTES FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 8. SEPARATE ELECTRICAL, PLUMBING AND MECHANICAL PERMITS REQUIRED. 9. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING ANY SIGNAGE. 10. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 11. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FORM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUILDING FINAL INSPECTION. 12. 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. 13. SEPARATE PERMIT REQUIRED FOR FIRE SPRINKLER AND FIRE ALARM. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 r_1 Building Project L.0- Pu4e— PERNUT APPLICATION City of La Porte Established 1892 281-470-5073 Mechanical 'Electrical 'Plumbing_ Q *(See back of forth) O L s Lot: Gkd-lv I s RIMr. Owner's Name: C k-� b i L" Street f✓Contractor: 1) q K&" c C {, F I V Street City City Zip Zip Contractor Email address: Fax: Contact Person: Engineer: Building Use: Sq. Footage: 1 � � # Stories Valuation: Describe Work: P(�,b b t ^l NOT A VALID PERMIT UNTIL OWNER IS NOTIFIED OF APPROVAL & ALL APPLICABLE FEES ARE PAID IN FULL. APPLICANTS SIGNATURE DATE: /APPLICANTS PRINTED NAME For City Use Only Occupancy Type Flood Zone Class Work Sq. Ft. Construction Type Use Zone # Stories Parking Req Last use of Building Date use ceased: Commercial Buildings Plans Only -Fire Marshal Approval Date Checked/Approved for Issuance By: CE: Special Taxes Residential driveway tie-in Parkland(New Res. Only): Permit No. Permit Fee Zone # Fee: Plan Check Fee: COMPLETE THIS SECTION FOR ELECTRICAL PEANUTS:: NOTE: MINIMUM CHARGE ON PERMITS) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $7.50 Outlets, Fixtures, Lights & Switches (1' 5 -Flat fee) $ 3.00 Above Items (All Others) $ 0.60 each Clothes Washer/ Dryer $ 2.00 each Range Receptacle $ 3.00 each Cook Top or Oven $ 1.50 each A/C, Window Unit Receptacle $ 3.00 each Water Heater $ 3.75 each Dishwasher/Garbage Disposal $ 1.50 each Meter Loop & Service (includes Temporary cut -in) $15.00 each Temporary Saw Pole (T Pole) $15.00 each Reconnection of Service $15.00 each Reinspection Fee $35.00 each MOTORS: Up to but not including % hp $ 1.50 each hp and less than 10 hp $ 2.50 each 10 hp & up to 50 hp $ 3.50 each 50 hp and up $ 4.50 each Total Fee 7.50 COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: M[NEAUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $15.00 15.00 2-70 Fixtures/Drains/Craps $ 3.75 each 4 7 Sewer (New, Repair, or Replacement) $ 7.50 each 1 i Septic Tank/Seepage Pit/Drain Field $15.00 each Water Heater $ 3.75 each I - 3 Gas Piping System (1-4 outlets, Jlatjee) $ 7.50 Gas Piping System (over 4 outlets -each) $ 1.50 each Installation, Alteration or Repair of Water Piping and/or Water Sa Treating Equipment $ 7.50 each 7 Repair/Alteration - Drain or Vent $ 7.50 each Each Vacuum BreakerBackflow Protection Each One (1-5) $ 3.75 each 3�r Each One (Over 5) $ 2.25 each Reinspection Fee $35.00 each Total S:\City Planning SharMLPRA-1\01-INSPECTIONS DIVISIONUnspectionsTennit ApplcationABldg Permit App.doc City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 13-00000703 Date 5/07/13 Property Address . . . . . . 1508 LOMAX SCHOOL RD UB HCAD Number: 023-140-000-0400 Alternate Search Method: Application type description MISCELLANEOUS Subdivision Name . . . . . . LA PORTE OUTLOTS Property Use . . . . . . . . Property Zoning . . . . . . . RES - LOW DENSITY Application valuation . . . . 0 ------------------------------------------------ --------------------------- Type of Work FILL DIRT 200 LOADS ---------------------------------------------------------------------------- Owner Contractor ------------------------ CITY OF LAPORTE ------------------------ CITY OF LA PORTE PO BOX 1115 604 W FAIRMONT PKWY LA PORTE TX 775721115 LA PORTE TX 77571 (281) 470-5000 ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -FILL DIRT Additional desc . . 200 LOADS OF DIRT Permit pin number . 433169 Permit Fee . . . . .00 Plan Check Fee .00 Issue Date . . . . 5/07/13 Valuation . . . . 0 Expiration Date . . 11/03/13 ---------------------------------------------------------------------------- Special Notes and Comments May 7, 2013 1:54:27 PM LAPOVFL. FILL DIRT PERMIT FOR 200 LOADS OF DIRT ---------------------------------------------------------------------------- Fee summary Charged ---------- Paid Credited -------------------- Due ----------------- Permit Fee Total ---------- .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 —�-1------—��-`-� --- �-------------------- --------------------------------�7 OF A� (SIGNATURE TCTLUTED AGENT) DATE (APPROVED BY BUILDING OFFICIAL O(UTHOR D AGENT) D /7�/3 FA 0 I FILL DIRT PERMIT PERMIT ADDRESS 404%t4A 30 alb/5 PERMIT EXPIRES FOR INFORMATION, CALL CITY OF LA PORTE @ (281) 471-5020 City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** _____________________________________-_______--------___ ___ Application Number . . . . . 13-00000702 Date 5/07/13 Property Address . . . . . . 10210 N P ST HCAD Number: 023-140-000-0404 Alternate Search Method: Application type description STORM WATER QUALITY PERMIT Subdivision Name . . . . . . LA PORTE OUTLOTS Property Use . . . . . . . . Property Zoning . . . . . . . RES - LOW DENSITY Application valuation . . . . 0 Owner Contractor CITY OF LAPORTE CITY OF LA PORTE PO BOX 1115 604 W FAIRMONT PKWY LA PORTE TX 775721115 LA PORTE TX 77571 (281) 470-5000 - ----------------------------- Permit . . . . . . BLDG PERMIT -STORM WATER QUAL Additional desc . . STORM WATER QUALITY Permit pin number . 433144 Permit Fee . . . . .00 Plan Check Fee .00 Issue Date . . . . 5/07/13 Valuation . . . . 0 Expiration Date . . 5/07/14 ---------------------------------------------------------------------------- Fee summary Charged -- Paid Credited ---- Due ---------- Permit Fee Total --- .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 (SIGNATURE OF CONTRACTOR OR (APPROVED BY BUILDING OFFIC ------------------- THORIZED AGENT) DATE O�� ,�.�q. 5-7 /3 O -A THORI ED AGENT) DATE City of La Porte Stormwater Quality Permit (For City of La Porte Processing Only) Permit No.: SWQP - /3 - Z_ Fee: $200.00 Expiration: S - 6 1 I J (One Year from Issuance) Ord. #2010-3216 (Eff. 02/09/10) - SWQ permit applies to development of an undeveloped parcel of land one acre or larger without regard to the amount of land that will actually be disturbed.. Does not apply to undeveloped/undivided parcel of S acres or more of one dwelling unit and accessory structur to stormwater detention basins that {{include a water qualitypfeature. Property Owner's Name: (C I l 1.A (� L Q J or �L � /� Mailing Address: I (M}/ly l�j . Fn i t- m o J L Q fo r fe, I X 7 7t/�/�6 a Contact Name: R O J hP�f A f\ PH 2g l- 'I 3 O - L3 06 e nn'' Please Print V 1 Project Street Address: 1©� VJ l r. th P h �t P P I_ a Po r T Q Zone Code: Legal Description: HCAD Description: Proposed Work: TRS 319 F R q00 1-9 Pode 0, //o¢s Land Area Block [Lots/ Subdivision. MAIM (e.g., Residential, Non -Residential, Addition, Accessory, etc.) PERMIT CONDITIONS CONSTRUCTION SITE STORM WATER PERMITTING NOTICE All requirements must be met prior to disturbing land All developers, contractors and homeowners who are engaged in construction activities that will disturb 1 acre or more MUST comply with National Pollutant Discharge Elimination System (NPDES) and Texas Pollutant Discharge Elimination System (TPDES) rules. The following information will help you meet these requirements. I. Texas Commission On Environmental Quality Requirements are as follows: www.tcea.state.tx.us/nermittine/water quality/stormwater/WO stormwater construction euidancc html Large Construction Activity (5 or more acres) Obtain a copy of the TPDES Construction General Permit No. TXR150000 online by visiting: www tcee state th us/assets/ uo blic/permittin waterquality/attachments/stormwater/tv1500OO.i2df 2. Develop and implement a Storm Water Pollution Prevention Plan (SWP3). ECEIWE MAY .0 b 613 o�. SWQ Permit —`—' Page 2 of 3 3. Complete and submit a Notice of Intent (NOI) to TCEQ — the online form is available at: www.tceq state tx us/assets/ up blic/pennitlintJwaterquality/attachments/stonnwater/txrl5largeori.pdf Post a copy of the NOI and a copy of the construction site notice at the construction site. Available online at: www.tcegstate.tx.us/oennittine/water qualihdstonnwater/WQ_stonnwater construction euidance.html 4. At project completion, submit the Notice of Termination (NOT) to TCEQ and the local MS4 operator. llttp //www tceo state tx us/assets/public/permittina/waterquality/forms/20023 mdf Small Construction Activity (1 to less than 5 acres) I . Obtain a copy of the TPDES Construction General Permit No. TXR150000 online by visiting: httb://www.tceg.state.tx.us/assets/public/oemi itti ne/waterqual ity/attachments/stone water/txr 150000.0 f 2. Develop and implement a Storm Water Pollution Prevention Plan (SWP3). 3. Post a copy of the Construction Site Notice at the construction site. Available online at: http://Nvww.tceQ.state.tx.us/assets/pu lic/permittin he vaterquality/attachments/storm%vater/txrl5smallsite mdf Construction Site < 1 acre (COLP Stormwater management ordinance) 1. Stormwater Permit 2. Develop a limited Stormwater Pollution Prevention Plan (SWPPP) 3. Submit SWPPP to COLP Stormwater for review prior to land disturbance. 4. Post on -site TCEQ Small Construction, Site Notice, COLP Stormwater Permit and SWPPP. 5. Use Best Management Practices II. City of La Porte requirements are as follows: For large construction sites — submit a copy of the NOI and fee check submitted to TCEQ, along with the written SWP3 and the SWP3 drawings. The SWP3 must be submitted as part of the civil review for the City of La Porte. For small construction sites — submit a copy of the Construction Site Notice and the written SWP3 and SWP3 drawings. The SWP3 must be submitted as part of the civil review for the City of La Porte. Please be sure the following are included on the civil drawings for the SWP3: a) All Stormwater Pollution Prevention Civil Plans should include the following: • perimeter controls • inlet protection (IPB) stabilized entry/exit (SCE) • concrete wash out areas (CWO) • areas where street sweeping will be conducted daily (STC) • an indication of how stabilization will be achieved for areas that will not be paved- usually those in the landscaping plan and also the detention pond —the pond should be stabilized upon completion of the pond — not after the whole project is done or erosion will occur from the pond itself • In addition, the following notes should be included on the drawing: 1. All subcontractors will be educated to follow stormwater pollution prevention requirements. EIVE MAY 0 6 2013 SWQ Permit w, Page 3 of 3 2. Structural BNQs will be inspected and maintained at least every 14 days and after any precipitation or runoff event that causes surface erosion, sediment transport or vehicular tracking. 3. Regular scraping and sweeping of streets, sidewalks and flowlines must be conducted. 4. Earth materials and landscape materials such as sod, rock and mulch shall not be stockpiled, placed or stored on driveways, streets, sidewalks or in stormwater flowlines. 5. Construction supplies (e.g. trusses and lumber), roll off containers, dumpsters, portable toilets, trailers, etc. 'shall not be stored on streets or sidewalks or other impervious surfaces. These items shall be stored on the construction site or staging areas. 6. Sanitary facilities shall be located on natural ground and at least 25 feet from any storm sewer inlet or water body and shall be serviced regularly. Submission to the City of La Porte should be made to: City Engineer, 604 West Fairmont Parkway, La Porte, TX 77571 or may be submitted with the Permit Plans submitted to the Inspection Services Division, Permit Counter for plan review. 4-� Vz� City Engineer App oval for Release of Building Permit City Engineer Approval for Project Certificate of Occupancy Issue Date: Receipt Number: Clerk forwards a copy of Issued SWQ Permit & Original Permit Application to Engineer for his File: Clerk forwards a copy of Issued SWQ Permit to Plan Review for Release of Project Building Permit: 5-6- 13 Date Date Fee Collected: -$240, Clerk Initials: City Engineer forwards a copy of Final Approval of SWQ Permit to Inspections for Release of Project Cert. of Occupancy: 5--7—/3 Date Date Date S:\City Planning Share\04-INSPECTIONS DIVISION\Inspections\SWQ PERMIT Draftdocx City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** _____________________________ ____________----------_-_-________-- Application Number . . . . . 13-00000674 Date 5/07/13 Property Address . . . . . . 1508 LOMAX SCHOOL RD UB HCAD Number: 023-140-000-0400 Alternate Search Method: Application type description REMODEL, COMMERCIAL Subdivision Name . . . . . . LA PORTE OUTLOTS Property Use . . . . . . . . Property Zoning . . . . . . . RES - LOW DENSITY Application valuation . . . . 1142540 ---------------------------------------------------------------------------- Type of Work ARENA,CONCESSION BLDS, STORAGE BLDG ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CITY OF LAPORTE FOLLIS CONSTRUCTION PO BOX 1115 Ill N BROADWAY LA PORTE TX 775721115 LA PORTE TX 77571 (281) 471-6881 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . NON-COMBUSTIBLE II Occupancy Type . . . . . . ASSEMBLY Other struct info . . . . . FLOOD ZONE X __________________________ Permit . . . . BLDG PERMIT -COMMERCIAL REMODEL Additional desc . . LOMAX SCH RD PARK IMPROVEMENTS Permit pin number . 433136 Permit Fee . . . . .00 Plan Check Fee .00 Issue Date . . . . 5/07/13 Valuation . . . . 1142540 Expiration Date . . 11/03/13 ----------------------- Special Notes and Comments May 7, 2013 1:27:20 PM LAPOVFL. 1. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS TO INCLUDE (A) PROJECT: CONCESSION, RESTROOM AND MEETING BUILDING GENERAL WORK SCOPE AND ALL CITY OF LA PORTE BID AND DESIGN SPECIFICATIONS. (B) PROJECT: OPEN ARENA GENERAL WORK SCOPE AND ALL CITY OF LA PORTE BID AND DESIGN SPECIFICATION S (C) PROJECT: STORAGE BUILDING AND CITY OF LA PORTE BID AND DESIGN SPECIFICATIONS. _ 2. CONTRACTOR IS REQUIRED TO SUBMIT PRE ENGINEERED METAL BUILDING PLANS ENGINEER 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 . . . . . 13-00000674 Date 5/07/13 ---------------------------------------------------------------------------- Special Notes and Comments SEALED BY A STATE OF TEXAS LICENSED ENGINEER DESIGNED TO A MINIMUM OF A 120 MPH WIND LOAD PRIOR TO ERECTING BUILDINGS. 3. CONTRACTOR MUST COMPLY WITH ATTACHED FIRE MARSHAL PLAN REVIEW COMMENTS DATED 2/25/2013. 4. OWNER/CONTRACTOR RESPONSIBLE TO COMPLY WITH THE TEXAS ACCESSIBILITY STANDARDS (TAS). 5. THIS PERMIT FOR LOMAX SCHOOL ROAD PARK IMPROVEMENTS. 6. THIS BUILDING PERMIT APPROVED SUBJECT TO CITY APPROVED CONSTRUCTION DRAWING WITH RED LINES, PLAN REVIEW COMMENTS AND CERTIFIED SITE PLAN. 7. SEE ATTACHED COMMERCIAL PLAN REVIEW NOTES FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 8. SEPARATE ELECTRICAL, PLUMBING AND MECHANICAL PERMITS REQUIRED. 9. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING ANY SIGNAGE. 10. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 11. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FORM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUILDING FINAL INSPECTION. 12. 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. 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 . . . . . 13-00000674 Date 5/07/13 ---------------------------------------------------------------------------- Special Notes and Comments 13. SEPARATE PERMIT REQUIRED FOR FIRE SPRINKLER AND FIRE ALARM. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 - .00 ------------------ -- - -- ------ �1��,^-y---`-P�---------11--7-/3 (SIGNATURE F CONTRACTOR�OR AUTHORIZED AGEN ) DATE Y 5-7-/3 (APPROVED BY BUILDING OFFICIAL OR AUT IZED AGENT) DATE RART APPLICATION MAY 0 1 201C ®f Ira ]Porte Established 1892 281-470-5073 Building ✓ Mechanical *Electrical_ *Plumbinp— *(See back of form) Project Owner's Name: C/7-fc�, OF Phone- 9 2 1 - 4 1 1 - d /ram(-,0- Street Zip ouccL C k-ay 61p Contractor Email address M�Set0LU-5 tJ5 fflUC7;'l ��Comact Person: /, 57oftWf� Occupancy Class Work 4YSq. Ft. r Construction Type l.� � Use Zone t- L #Stories / Parking Req /-1 A - Flood Zone_X Last use of Building ri rAl Date use ceased: ^S R Commercial Buildings Plans Q&-Fire Marshal Approval &1-, (e i C. M Date Sf /i3 A Checked/Approved for Issuance By: • M /�-' �Date S h CE: N b Special Conditions: ^ d 3- N Q 7 4 3 «cam Taxes (HCAD W-3 - l elQ- d 0 E) - e)0 d Residential -driveway -tie -in -fee:- /U A l Parkland(New Res-Onl)) Zone-#— /J .Fee: 14 A Permit No. Permit Fee CZ %,ry i rt fj TQ c r Plan Check Fee: COMMERCIAL C PLAN REVIEW COVER SHEET OU41r1sa (INTERNAL USE) , ��t t ADDRESS: /S c� 8 L o r.-�rak Sc R n n L R. o ra A OWNER'S NAME: C L PROJECT TYPE'Gorrc. sc%-m .jAFk,1Mr, NEW: ADDN: HCAD#: HTE LOC#: FLOOD ZONE: X USE ZONE: L L b Y/N SITE VISIT (DRAINAGE) ZONING PERMIT CERT. SITE PLAN APPROVAL �. a •d pe�I,I SUB/DATE RETURNED ap4oi ye ",enmit FILL DIRT 1 .,•. :' ::: ?ERMEF NEEDED?* 100% MASONRY/GLASS A., R. r n rt � _ c..-r c s, r= t L s J STORM WATER QUALITY PERMIT TAXES UP TO DATE?: DATE OF REVIEW: b 11} 1 / 3 INSPECTOR: ITEMS NEEDED FOR ISSUANCE OF PERMIT: 1. CURRENT INSURANCE CERT. (if applicable) OK cn..:nnti�C "LAFu # 1-.4l, r4crhL OL3-� J`n,q.NSj (�� ^sPN ,3raf(6J y !�. Pwo...J.� CnM- C(ds.cl/•F_NcCS� <�3� W ecKsNaaTt (���jf_Rr�C+rp�r !I'4rt+, —S All Jdf. r.S ^9u.jr' 13•.. I...<.,R 13y astir v1,3r' FUor f Lr —7. A.0 r1e Ta 4-4 PC1.4) 441 sAAv4 4.l p(,^,NS r•4jcr' M-1 9"%k� sjj--,T�i. SA..; — Pa j AS , r DATE /03.1 /11 PP, ar NAME OF PERSON CONTACTED er, nr,L Pet (y-,.I.., nrr 7.0:.r 4)/I.ti... n N 2)j . r—c/^- �f.<. Sin-.-,P�A(pn_. �.>ol�. FC.>� PL ti�,//-�tti ti ,�<P •err. SACPSh=\1NSPECfION DIVIS1ON*mPccuom\COML PLAN REVIEW COVER SI-IESf.dw Rev. FEB2012 .SfzP4 To F'-,o >-/21//3 Huber, Mark ��Pfom: Huber, Mark Sent: Monday, August 13, 2012 5:30 PM Slaton, Rodney; Garza, Julian 0c: Menager, Dwayne; Huber, Mark Subject: 1508 Lomax School Rd. Site plan has not been approved yet for this city project, however, we need to know if a fill dirt permit will be required for this project and / or a SWQP ??? Please respond via email about these two permits. Respectfully, Mark W. Huber Deputy Building Official City of La Porte 281-470-5067 huberm .laportetx.gov 1 Huber, Mark f 'From Sent: -To: f.•, Subject: Slaton, Rodney Monday, August 13, 2012 5:44 PM Huber, Mark; Garza, Julian Menager, Dwayne RE: 1508 Lomax School Rd. No on the SWQP as well as the fill dirt permit. -----Original Message ----- From: Huber, Mark Sent: Monday, August 13, 2012 5:30 PM To: Slaton, Rodney; Garza, Julian Cc: Menager, Dwayne; Huber, Mark Subject: 1508 Lomax School Rd. Site plan has not been approved yet for this city project, however, we need to know if a fill dirt permit will be required for this project and / or a SWQP ??? Please respond via email about these two permits. Respectfully, Mark W. Huber Deputy Building Official City of La Porte 281-470-5067 huberm lagortetx.gov 1 Menager, Dwayne From: Menager, Dwayne Sent: Thursday, May 31, 2012 1:41 PM To: 'rhickey@huitt-zollars.com'; Barr, Stephen • TZc: Huber, Mark; Bradley, Scott Subject: Lomax Park Improvements Attachments: Lomax Park Improvements Plan Review Comments .doex; Lomax School Rd Fire Marshal Plan Review Comments. pdf Mr. Hickey, We have reviewed the construction drawings for code compliance and the following items must be resolved 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. Respectfully, Dwayne Menager Chief Inspector City of La Porte Inspections Division 281-470-5070 Attachments; • Inspections Division Plan Review Comments • Fire Marshals Office Plan Review Comments 5 • . May 31, 2012 Attention: Stephen Barr Parks Department Subject: Lomax Park Improvements We have reviewed your construction drawings for code compliance and the following items must be resolved 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. A City of La Porte approved certified site is required before a building permit can be issued. 2. On cover sheet provide code data to include city of La Porte adopted codes, building occupancy type, construction type, protected / unprotected etc... 3. Submit two sets of engineered metal building drawings designed to meet the 120 MPH wind load for the concessions / restroom building, the storage building and arena extensions. (Two sets). 4. Provide occupancy classification and type construction as per the 2009 International Building Code on the cover page for each proposed structure. 5. Provide approved Harris County Driveway Permits X 2 for the proposed driveways onto North P shown on Sheet C-10. (Note; the driveway surface is required to be a dust free surface) Provide the type treatment and material specifications for the dust free application proposed. 6. Provide TAS project registration # / confirmation page. (Architectural Barriers) 7. Provide COM- Check Energy Code worksheets on the Building Envelope, Mechanical and interior & exterior lighting systems for each building. (Energy Code Worksheets not provided). 8. Provide Engineer sealed Roof / Ceiling Truss Shop drawings from the Truss manufacturer. (Concessions & Office Area). 9. Provide Hams County Health Department approved floor plan for the concessions area. 10. Provide details and specs on the proposed grease trap to include manufac size and model #. 11. Provide equipment schedule for the concessions building. 12. Provide floor drain in the concessions area / space. •'- 13. FYI- Future fence shown on sheet C1-0 will require separate permit before installing fence. 14. Sheet C2-0 detail #6 shows a Saddle connection to the existing sanitary. A saddle is not an approved sanitary connection to the existing sanitary sewer piping. Fill at-rt Qermzt 7 �b Sfarr'• WCAer Qvo-�'A.1 Qtrm�t Respectfully, Dwayne Menager Chief Inspector Inspections Division 281-470-5070 TRAPS AND INTERCEPTORS by periodic removal of accumulated grease, scum, -:_ oil, or other floating substances and solids deposited in the interceptor. 1009.7 Discharge. The waste pipe from oil and sand interceptors shall discharge as approved by the Authority Having Jurisdiction. 1010.0 Slaughterhouses, Packing Establishments, etc. Every fish, fowl, and animal slaughterhouse or estab- lishment; every fish, fowl, and meat packing or cur- ing establishment; every soap factory, tallow -render- ing, fat -rendering, and hide -curing establishment shall be connected to and shall drain or discharge into an approved grease interceptor (clarifier). 1011.0 Minimum Requirements for Auto Wash Racks. Every private or public wash rack and/or floor or slab used for cleaning machinery or machine parts shall be adequately protected against storm or sur- face water and shall drain or discharge into an approved interceptor (clarifier). 1012.0 Commercial and Industrial Laundries. Laundry equipment in commercial and industrial buildings that does not have integral strainers shall discharge into an interceptor having a wire basket or similar device that is removable for cleaning and that will prevent passage into the drainage system of solids one-half (1/2) inch (12.7 nun) or larger in max- imum dimension, such as string, rags, buttons, or other solid materials detrimental to the public sewer- age system. 1013.0 Bottling Establishments. Bottling plants shall discharge their process wastes into an interceptor that will provide for the separa- tion of broken glass or other solids, before discharg- ing liquid wastes into the drainage system. 1014.0 Grease Interceptors. 1014.1 Where it is determined by the Authority Having Jurisdiction that waste pretreatment is required, an approved type of grease interceptor(s) complying with the provisions of this section shall be correctly sized and properly installed in grease waste line(s) leading from sinks and drains, such as floor drains, floor sinks and other fixtures or equipment in serving establishments such as restaurants, cafes, lunch counters, cafeterias, bars and clubs, hotels, hospitals, sanitariums, factory or school kitchens, or other establishments where grease is introduced into the drainage or sewage system in quantities that can 1009.6—1014.2 effect line stoppage or hinder sewage treatment or private sewage disposal. Any combination of hydromechanical, gravity grease interceptors and engineered systems shall be allowed in order to meet this code and other applicable requirements of the Authority Having Jurisdiction when space or exist- ing physical constraints of existing buildings necessi- tate such installations. A grease interceptor shall not be required for individual dwelling units or for any private living quarters. Water closets, urinals, and other plumbing fixtures conveying human waste shall not drain into or through the grease interceptor. 1014.1.1 Each fixture discharging into a grease interceptor shall be individually trapped and vented in an approved manner. 1014.1.2 All grease interceptors shall be main- tained in efficient operating condition by period- ic removal of the accumulated grease and latent material. No such collected grease shall be intro- duced into any drainage piping or public or pri- vate sewer. If the Authority Having Jurisdiction determines that a grease interceptor is not being properly cleaned or maintained, the Authority Having Jurisdiction shall have the authority to mandate the installation of additional equip- ment or devices and to mandate a maintenance program. 1014.1.3 Food Waste Disposal Units and Dishwashers. Unless specifically required or permitted by the Authority Having Jurisdiction, no food waste disposal unit or dishwasher shall be connected to or discharge into any grease interceptor. Commercial food waste disposers shall be permitted to discharge directly into the building's drainage system. 1014.2 Hydromechanical Grease Interceptors. 1014.2.1 Plumbing fixtures or equipment con- nected to a Type A and B hydromechanical grease interceptor shall discharge through an approved type of vented flow control installed in a readily accessible and visible location. Flow control devices shall be designed and installed so that the total flow through such device or devices shall at no time be greater than the rated flow of the connected grease interceptor. No flow control device having adjustable or remov- able parts shall be approved. The vented flow control device shall be located such that no sys- tem vent shall be between the flow control and the grease interceptor inlet. The vent or air inlet of the flow control device shall connect with the sanitary drainage vent system, as elsewhere required by this code, or shall terminate through the roof of the building, and shall not terminate to the free atmosphere inside the building. 149 l t 1014.2 -Table 10-2 Exception: Listed grease interceptors with integral flow controls or restricting devices shall be installed in an accessible location in accordance with the manufacturers' instruc- tions. -► 1014.2.2 The total capacity in gallons (L) of fix- tures discharging into any hydromechanical grease interceptor shall not exceed two and one- half (2-1/2) times the certified GPM (L/m) flow rate of the interceptor as per Table 10-2. For the purpose of this section, the term "fix- ture" shall mean and include each plumbing fix- ture, appliance, apparatus, or other equipment required to be connected to or discharged into a grease interceptor by any provision of this sec- tion. 1014.2.3 A vent shall be installed downstream of hydromechanical grease interceptors in accor- dance with the requirements of this code. UNIFORM PLUMBING CODE 1014.3 Gravity Grease Interceptors. Required gravity grease interceptors shall comply with the provisions of Sections 1014.3.1 through 1014.3.7. 1014.3.1 General. The provisions of this section shall apply to the design, construction, installa- tion, and testing of commercial kitchen gravity grease interceptors. 1014.3.2 Waste Discharge Requirements. 1014.3.2.1 Waste discharge in establish- ments from fixtures and equipment wl-ch contain grease, including but not limited to, scullery sinks, pot and pan sinks, dishwash- ers, soup kettles, and floor drains located in areas where grease -containing materials exist, shall be permitted to be drained into the sanitary waste through the interceptor when approved by the Authority Having Jurisdiction. TABLE10-2 Hydro -mechanical Interceptor Sizing Using Gravity Flow Rates' Size of Grease Interceptor Diameter of Grease Maximum Full Pipe Waste Pipe Flow (gpm)2 One -Minute Drainage Two -Minute Drainage Period (gpm) Period (gpm) 3" 60 75 35 4" 125 150 75 5" 230 250 125 6" 375 500 250 For interceptor sizing by fixture capacity seethe example below. a 1 /4" (.240) slope per foot based on Manning's formula with friction factor N = .012 EXAMPLE FOR SIZING HYDROMECHANICAL INTERCEPTOR(S) USING FIXTURE CAPACITY Step 1: Determine the flow rate from each fixture. [Length] X [Width] X [Depth] / [231] = Gallons X [.75 fill factor] / [Drain Period (1 min or 2 min)] Step 2: Calculate the total load from all fixtures that discharge into the interceptor. Fixtures Compartments Load (gallons) Compartment size 24"x 24"x 12" 2 44.9 Hydrant 3 Rated Appliance 2 49.9 Size of Grease Interceptor One -Minute Drainage Two -Minute Drainage Period (gpm) Period (gpm) Kr] 25 150 TRAPS AND INTERCEPTORS Table 10-3 — 1015.1 Table 10-3 Gravity Grease Interceptor Sizing DFUs (1,3) Interceptor Volume (2) 8 500 gallons 21 750 gallons 35 1,000 gallons 90 1,250 gallons 172 1,500 gallons 216 2,000 gallons 307 2,500 gallons 342 3,000 gallons 428 4,000 gallons 576 5,000 gallons 720 7,500 gallons 2112 10,000 gallons 2640 15,000 gallons Notes (1) The maximum allowable DFUs plumbed to the kitchen drain lines that will be connected to the grease interceptor. (2) This size is based om DFUs, the pipe size from this code; Table 7-5, Useful Tables for flow in half -full pipes (ref: Mohinder Nayyar Piping Handbook, 3rd Edition, 1992). Based on 30-minute retention time (ref.: George Tchobanoglous and Metcalf & Eddy. Wastewater Engineering Treatment, Disposal and Reuse, 3rd Ed. 1991 & Ronald Crites and George Tchobanoglous. Small and Decentralized Wastewater Management Systems, 1998). Rounded up to nominal interceptor volume. (3) When the flow rate of directly connected fixture(s) or appliance(s) have no assigned DFU values, the additional grease inter- ceptor volume shall be based on the known flow rate (gpm) multiplied by 30 minutes. 1014.3.2.2 Toilets, urinals, and other similar fixtures shall not drain through the interceptor. 1014.3.2.3 All waste shall enter the intercep- tor through the inlet pipe only. 1014.3.3 Design. 1014.3.3.1 Gravity Interceptors shall be con- structed in accordance with the applicable standard in Table 14-1 or the design approved by the Authority Having Jurisdiction. 1014.3.4 Location. 1014.3.4.1 Each grease interceptor shall be so installed and connected that it shall be at all times easily accessible for inspection, cleaning, and removal of the intercepted grease. A gravity grease interceptor comply- ing with IAPMO Z1001, shall not be installed in any part of a building where food is han- dled. Location of the grease interceptor shall meet the approval of the Authority Having Jurisdiction. 1014.3.4.2 Interceptors shall be placed as close as practical to the fixtures they serve. 1014.3.4.3 Each business establishment for which a gravity grease interceptor is required shall have an interceptor which shall serve only that establishment unless otherwise approved by the Authority Having Jurisdiction. 1014.3.4.4 Each gravity grease interceptor shall be located so as to be readily accessible to the equipment required for maintenance. 1014.3.5 Construction Requirements. 1014.3.5.1 Purpose. Gravity grease inter- ceptors shall be designed to remove grease from effluent and shall be sized in accor- dance with this section Gravity grease inter- ceptors shall also be designed to retain grease until accumulations can be removed by pumping the interceptor. It is recom- mended that a sample box be located at the outlet end of all gravity grease interceptors so that the Authority Having Jurisdiction can periodically sample effluent quality. 1014.3.6 Sizing Criteria. 1014.3.6.1 Sizing. The volume of the inter- ceptor shall be determined by using Table 10-3. If drainage fixture units (DFUs) are not known, the interceptor shall be sized based on the maximum DFUs allowed for the pipe size connected to the inlet of the interceptor. Refer to Table 7-5, Drainage Piping, Horizontal. 1014.3.7 Abandoned Gravity Grease Interceptors. Abandoned grease interceptors shall be pumped and filled as required for aban- doned sewers and sewage disposal facilities in Section 722.0. 1015.0 FOG (Fats, Oils, and Greases) Disposal System. 1015.1 Purpose. The purpose of this section is to provide the necessary criteria for the sizing, applica- tion, and installation of FOG disposal systems desig- 151 1015.1—1017.1 _ nated as a pretreatment or discharge water quality • compliance strategy. 1015.2 Scope. FOG disposal systems shall be con- sidered engineered systems and shall comply with the requirements of Section 301.4 of this code. 1015.3 Components, Materials, and Equipment. FOG disposal systems, including all components, materials, and equipment necessary for the proper function of the system, shall comply with Sections 301.1.3 or 301.2 of this code. 1015.4 Sizing Application and Installation. FOG disposal systems shall be engineered, sized, and installed in accordance with the manufacturers' spec- ifications and as specified in ASME A112.14.6, as list- ed in Chapter 14, Table 14-1 of this code. 1015.5 Performance. FOG disposal systems shall be tested and certified as listed in Chapter 14, Table 14-1 of this code, and other national consensus standards applicable to FOG disposal systems as discharging a maximum of 100 mg/L FOG. Gravity Grease Interceptor Sizing Example: Given: A restaurant with the following fixtures and equip- ment. One food preparation sink three floor drains - one in the food prep area, one in the grill area, and one receiving the indirect waste from the ice machine and a mop sink Kitchen Drain Line DFU Count (from Table 7-3): 3 floor drains ® 2 DFUs each = 6 DFUs Mop sink ® 3 DFUs each = 3 DFUs Food prep sink ® 3 DFUs each = 3 DFUs Total 12 DFUs Using Table 10-3, the grease interceptor will be sized at 750 gallons. 1016.0 Sand Interceptors. 1016.1 Where Required. 1016.1.1 Whenever the discharge of a fixture or drain contain solids or semi -solids heavier than water that would be harmful to a drainage sys- tem or cause a stoppage within the system, the discharge shall be through a sand interceptor. Multiple floor drains shall be permitted to dis- charge into one sand interceptor. 1016.1.2 Sand interceptors are required when- ever the Authority Having Jurisdiction deems it advisable to have a sand interceptor to protect the drainage system. UNIFORM PLUMBING CODE 1016.2 Construction and Size. Sand interceptors shall be built of brick or concrete, prefabricated coat- ed steel, or other watertight material. The interceptor shall have an interior baffle for full separation of the interceptor into two (2) sections. The outlet pipe shall be the same size as the inlet pipe of the sand inter- ceptor, the minimum being three (3) inches (80 mm), and the baffle shall have two (2) openings of the same diameter as the outlet pipe and at the same invert as the outlet pipe. These openings shall be staggered so that there cannot be a straight line flow between any inlet pipe and the outlet pipe. The invert of the inlet pipe shall be no lower than the invert of the outlet pipe. The sand interceptor shall have a minimum dimension of two (2) feet square (0.19 mr) for the net free opening of the inlet section and a minimum depth under the invert of the outlet pipe of two (2) feet (610 mm). For each five (5) gallons (18.9 L) per minute flow or fraction thereof over twenty (20) gallons (75.7 L) per minute, the area of the sand interceptor inlet sec- tion is to be increased by one (1) square foot (0.09 ml). The outlet section shall at all times have a mini- mum area of fifty (50) percent of the inlet section. The outlet section shall be covered by a solid removable cover, set flush with the finished floor, and the inlet section shall have an open grating, set flush with the finished floor and suitable for the traf- fic in the area in which it is located. 1016.3 Separate Use. Sand and similar interceptors for every solid shall be so designed and located as to be readily accessible for cleaning, shall have a water seal of not less than six (6) inches (152 mm), and shall be vented. 1017.0 Oil and Flammable Liquid Interceptors. 1017.1 Interceptors Required. All repair garages and gasoline stations with grease racks or grease pits, and all factories that have oily, flammable, or both types of wastes as a result of manufacturing, storage, maintenance, repair, or testing processes, shall be provided with an oil or flammable liquid interceptor that shall be connected to all necessary floor drains. The separation or vapor compartment shall be independently vented to the outer air. If two (2) or more separation or vapor compartments are used, each shall be vented to the outer air or shall be permitted to connect to a header that is installed at a minimum of six (6) inches (152 mm) above the spill line of the lowest floor drain and vented indepen- dently to the outer air. The minimum size of a flammable vapor vent shall be not less than two (2) inches (50 mm), and, when vented through a side- 152 Wilmore, Debbie F%m: Wilmore, Debbie Sent: Friday, June 08, 2012 11:26 AM To: Barr, Stephen Cd: Tietjens, Tim; Huber, Mark; Menager, Dwayne; Wilmore, Debbie Subject: FW: Lomax Park Improvements Attachments: Lomax Park Site Plan Comments.pdf; Lomax Park Bldg P Comments.pdf Stephen, As per our 2nd conversation, here are the building permit comments. The typed comments (ours & fire marshal) were e- mailed to Huitt-Zollar and you on 05/31" @ 1:41 pm. Memory slipping???? Debbie From: Wilmore, Debbie Sent: Friday, June 08, 2012 11:11 AM To: Barr, Stephen Cc: Tietjens, Tim; Huber, Mark; Menager, Dwayne; Wilmore, Debbie Subject: Lomax Park Improvements Stephen, As per our phone conversation, attached our Mark's comments on the Lomax Park site plan. These comments were provided to Masood on the morning of 06/1". Mark is off today; however, Dwayne & I are here until 6pm. If you have any questions, please let us know. Thanks & have a great weekend I Debbie Property Description Inquiry Location ID: HCAD Number: Alternate Search Method: Location address: Primary related Party: r adaeacmnema 31666 023-140-000-0400 1508 LOMAX SCHOOL RD UB CITY OF LAPORTE P S � B CLP I ♦ � w ti • s ■lIidWt1 L" ? I . fi% S ■ M A. ` p y pa* I / 10614 10622 O rIP f x il3 l N O r " t1 i • 4a 1060' R' - K Legend Ciy limits City of La Porte ) )76 A�;�. m 604 W Fairmont Parkway La Porte GIS S Mapping':�"-: I La Porte, 7X 77571 (281)471-5020 Lr' -* v. wlaportetr.gov N HARRIS COUNTY APPRAISAL DISTRICT Tax Year: 2012 REAL PROPERTY ACCOUNT INFORMATION 0231400000400 Owner and Property Information Owner Name & CITY OF LAPORTE Legal Description: TR 400 Mailing Address: PO BOX 311s LA PORTE OUTLOTS LA PORTE TX 77572-1115 Property Address: 10210 N AVENUE P LA PORTE TX 77571 Slate Class Code Land Use Code Building Total Land Building Net Neighborhood Map Key Class Units Area Area Rentable Facet Map® Area X1 -- 4600 -- Vacant E 0 406,414 0 0 9703 6154A 539T Governmental Exempt Land SF Exempt Value status Information Capped Account Value Status Notice Date Shared CAD No Noticed 04/27/2012 No Exemptions and Jurisdictions Exemption Type Districts Jurisdictions ARB Status 2011 Rate 2012 Rate Total 020 LA PORTE ISD Not Certified 1.355000 040 HARRIS COUNTY Not Certified 0.391170 041 HARRIS CO FLOOD CNTRL Not Certified 0.028090 042 PORT OF HOUSTON AUTHY Not Certified 0.018560 043 HARRIS CO HOSP DIST Not Certified 0.192160 044 HARRIS CO EDUC DEPT Not Certified 0.006581 047 1SAN JACINTO COM COLD 1 Not Certifed 0.185602 071 CITY OF LAPORTE Not Certified 1 0.710000 Valuations Value as of January 1, 2011 Value as of January 1, 2012 Marketl Appraised Market Appraised Land 01 Land 0 Improvement 01 Improvement 0 Total 01 0 Total 01 0 Land Market Value Land Line Description Site Unit Units Size Site I Appr O/R I Appr O/R Total I Unit I Adj Unit Value Code Type Factor Factor Factor Reason Adj Price Price 1 4600 -- Vacant Exempt Land I AC6 I AC 19.3300 1 1.00 1 1.00 1 1.00 1 -- 11.001 0 1 0 0 Bui Vacant (No IT • eval Huber, Mark From: Malik, Masood Sent: Tuesday, February 19, 2013 8:16 AM To: Huber, Mark; Herrod, Curtis; Slaton, Rodney; Garza, Julian; Ladd, Donald Cc: Noel, Alex; McPhail, Reagan; Meekins, Clif Subject: Site Plan All, There will be a site plan review meeting today at 2:00 P.M., CR-B, to review development site plan for the Lomax Rodeo Arena. Please attend. thx.m a,lq-(3 P� 13 I r Huber, Mark From: Huber, Mark Sent: Tuesday, February 19, 2013 2:56 PM To: Harrod, Curtis Cc: Huber, Mark Subject: Lomax arena— 1508 Lomax School Rd. Just a reminder for you to send me info regarding water and sewer taps so we can create a work order for Public Works. Respectfully, Mark W. Huber Deputy Building Official City of La Porte 281-470-5067 huberm .laportetx.gov 1 v Huber, Mark From: Malik, Masood Sent: Tuesday, December 11, 2012 8:45 AM To: Huber, Mark; Herrod, Curtis; Slaton, Rodrvy; Garza, Julian; Ladd, Donald; Meekins, Clif Subject: Meeting There will be a site plan meeting today at 2:00 P.M., CR-B, to review Lomax Park/Arena Improvements.thx.m Menager, Dwayne From: Menager, Dwayne Sent: Thursday, September 06, 2012 4:49 PM To: McPhail, Reagan Cc: Huber, Mark Subject: 1508 Lomax School Rd Park Improvemnts Preliminary Plan Review Comments Reagan, Please find attached our preliminary plan review comments on the Lomax School Road park improvement plans identified with (A) on the cover sheet. The comments provided below are incomplete due to the partial plans provided for review at this phase. • Need approved certified site plan before permit issuance. • Update Sheet GO-1 Applicable Codes to the current adopted codes as the 2009 Uniform Plumbing Code and the 2009 Uniform Mechanical Code. • All Sheets to be sealed by Texas licensed Engineer. • No Plumbing or Mechanical sheets provided for preliminary review but are shown on sheet GO-1 under the Index of Drawings. (Plans Incomplete) • All structural drawings are required to be designed and engineered to meet the 120 MPH Wind Load. • Engineered Metal Building drawings required to be submitted for final review engineered to meet the 120 MPH Wind Load for the storage building and Arena Canopies. Also engineered foundation plans/ footings are required. (Not Included in this set) • On sheet Cl-0 there are two existing electric meters identified as 1516 Lomax School Rd? Each service is required to have a separate address attached to the electrical service. • Are there any new addresses that have been assigned by Brian Sterling that are not identified on the site plan? (See additional Red Line notes on the marked up plans.) • Identify on the site plan location of address 1508 % Lomax School Rd. (Address assigned 05/23/12) new address for what? If for new electrical service identify accordingly. • Will require Harris County Health Department stamped approved plans to be submitted for review with the final construction plan submittal. • Any new or proposed driveways off Lomax School Rd or P Street will require approved Harris County Driveway Permits. • Check with Rodney Slaton regarding a SWQP and possible fill dirt permit if any fill is proposed. • Manufacturers engineered roof truss shop drawings required to be submitted with final plan submittal engineer sealed and designed to meet 120 MPH Wind Load. Note: We realize these plans are incomplete and provided only for preliminary plan review comments and reviewed only sheets that were provided. (Plans are Incomplete) Respectfully, a-�....:ti.JL �� �Y�•�` i n k � l�✓cr2 Y o,.4� q/�/iL � /°M "V—�Qn L • ware! F i ,u n-L P 1 1 c'^-1 - Dwayne Menager Chief Inspector City of La Porte Inspections Division 281-470-5070 Huber, Mark w From; Harrod, Curtis Sent: Monday, July 02, 2012 2:12 PM To: Malik, Masood Subject: LOMAX PARK Attachments: Lomax Park Improvements 6-25-12 PR1.doc Masood: FYI - I've been told that this project is being bid out on Monday. Has the site plan been approved without re -submittal review by staff ?? i Op 4 A � n m Public Works Utility Department Plan Review 2Id review July 2, 2012 Project: Lomax Park Improvements 1508 Lomax School Road • Callout additional cleanout on proposed 6" sewer. Shown • Callout material type for proposed 6" sewer. Shown • Callout 3" gate valve at meter connection. Shown • Callout material type for proposed 3" waterline. • Place bollards north and south of proposed fire hydrant. Shown & Noted • There is an existing'/. inch meter service is located in the Proposed East entrance. Note whether water meter needs to be Relocated or removed. • Add to general notes: All electrical work must be coordinated with Public Works. Public Works to be notified in advance of any electrical service disruption to the Elevated Water Storage facility. • Delete Note 5. • Does MH "B" have sufficient depth to gravity flow over 300 feet? • The proposed on -site water and sanitary sewer line must be constructed by a qualified underground utility contractor. • Unless directed otherwise, the contractor to install all proposed on -site water and sanitary sewer line for the project. Delete all reference to "by owner" Submitted on 7/2/12 Ch/tm. Harris County Appraisal District Information & Assistance Division P.O. Box 920975 Houston TX 77292-0975 Acct. No.: REQUEST TO SPLI . _'UT OR COMBINE REAL PROPERTY ACCOUNT(S) Next Tax Year: Q O l Instructions 4 Pf i MAI'y #- You may use this form to ask the Harris County Appraisal District to split out property that has been sold from an existing parcel, or to request that two or more parcels be combined into one. After completing the form mail it back to the Hams County Appraisal District at the address above. If you are delivering this form bring it to our Information & Assistance Division located at 13013 Northwest Fwy. If you have any questions, please call (713) 957-7800. Please Print or Type all Information. If you need additional space for listing owners, legal descriptions, or account numbers, please attach additional pages ❑ Split parcel into 2 or more new parcels ❑ Acreage Correction ❑ Pick up improvements O N N o. 0, If a combination of parcels, list accounts to be combined 3 - I Li O- 000 — 0 4 00'y Od3- Iyo—000-o534 COPY OF DEED MUST BE PROVIDED, INCLUDING THE SURVEYOR'S METES AND BOU RIP 'l7F Tim PROPERTY(IES) INVOLVED. YOU MUST ALSO PROVIDE EITHER A SURVEY MAP A MAP O SC LE SHOWING THE DESIRED CHANGES & WHERE THE IMPROVEMENTS (BUILDIN GO. " .�si2 Owner's Name ,A IZ Ll Mailing Address/ N N E Y' r= " 3. O —` City 11 L A Poc'T2 State Zip Code T2XAS 7 7 1 .r� 2 Daytime Telephone (area code and number) Evening Telephone (area code and number) Legal Description(1) TR yoo ; LA ?-A,- O�t1b-ts Legal Description (2) L A ParAf, 0 s F TR. 399 w 0 93 -1 yo - 000-0 y o 0 Oa3- iy0-000-os3 m a ri a'c Oy ` a Property Location Address Property Location Address o pp /SOg LornAX Sc�laol_ f��. 15OF I-Orr'+R7( Sc,6601 QD . City State Zip Code City Stale Zip Code LINNrie T�KhS .9 7S72 LPr?or�e TtKAS 77572 c I am owner of the property described above and request the Harris County Appraisal District to correct its records to reflect the i f ati ted above. v E Signature Date QPrinted Name E Title Any person who makes a false entry upon the foregoing record may be subject to one of the following penalties; 1) confinement in jail for a term up to 1 year or a fine not to exceed $3,000 or both such fine and Imprisonment; 2) confinement of up to 1 year in a community correctional facility; 3) imprisonment of not more than 10 years and/or a fine of not more than $10,000 or both such fine and Imprisonment as set forth in Section 37.10, Penal Code. I Huber, Mark From: Huber, Mark Sent: Friday, June 01, 2012 2:08 PM To: Herrod, Curtis Cc: Barr, Stephen; Huber, Mark; Menager, Dwayne; rhickey@huitt-zollars.com; Bradley, Scott Subject: RE: GREASE TRAP - LOMAX PARK IMPROVEMENTS PROJECT Great, we will adjust our plan review notes accordingly and therefore this issue has been resolved. Respectfully, Mark W. Huber Deputy Building Official City of La Porte 281-470-5067 huberm .laportetx.gov From: Herrod, Curtis Sent: Friday, June 01, 2012 12:09 PM To: Huber, Mark Subject: GREASE TRAP - LOMAX PARK IMPROVEMENTS PROJECT Mark Staff has determined NO grease trap will be required for proposed concession stand. Let us know if you have any other questions or concerns. Curtis/ 1 Harris County Appraisal District Information & Assistance Division P.O. Box 920975 Houston TX 77292-0975 REQUEST TO SPLIT IT OR COMBINE REAL PROPERTY ACCOUNT(S) Acct. No.: 11 O 2 Next Tax Year: a O 1 Instructions 4 PriMAry #- You may use this form to ask the Harris County Appraisal District to split out property that has been sold from an existing parcel, or to request that two or more parcels be combined into one. After completing the form mail it back to the Harris County Appraisal District at the address above. If you are delivering this form bring it to our Information & Assistance Division located at 13013 Northwest Fwy. If you have any questions, please call (713) 957-7800. Please Print or Type all Information. If you need additional space for listing owners, legal descriptions, or account numbers, please attach additional pages ❑ Split parcel into 2 or more new parcels ❑ Acreage Correction ❑ Pick up improvements O N N CL 0, If a combination of parcels, list accounts to be combined Qa 3 - I LiO - O 0O - O 4 I) 0 -4. Da3-- Iyo-oo0-o534 COPY OF DEED MUST BE PROVIDED, INCLUDING THE SURVEYOI PROPERTY(IES) INVOLVED. YOU MUST ALSO PROVIDE EITHER SHOWING THE DESIRED CHANGES & WHERE THE IMPROVEMENTS Owner's Name G.�'b0 t1" Mailing AddressOX S Si ,rto, by Gi t.Lvrr41 fty / � w E me. c 0= City to od LTxAS -`] r Daytime Telephone (area code and number) Evening Telephone (area code and number) Legal Description(1) TR.400 LA90Ae Dukkd- -S Legal Description (2) L A PovAc, 0 5 TR. 399 F O r 0a3 -1V0- 000-oyoo 0a3_ gyp-000-OS3y d a r> 0 '0 `O IL Property Location Address Property Location Address O ff�� 1-608 LolnAX 5"OOL. FD. 1508 /_ornRX caol R� . City Stale Zip Code City State Zip Code LINPbcie VkX&5 97572_ Lflrear• e, TtXAs 77572 c 0 w vE r I am owner of the property described above and request the Hams County Appraisal District to correct its records to reflect the information listed above. Signature Printed Name Date Title Any person who makes a false entry upon the foregoing record may be subject to one of the following penalties; 1) confinement in jail for a term up to 1 year or a fine not to exceed $3,000 or both such fine and Imprisonment; 2) confinement of up to 1 year in a community correctional facility; 3) Imprisonment of not more than 10 years and/or a fine of not more than $10,000 or both such fine and imprisonment as set forth in Section 37.10, Penal Code. t a - 2 t't011 . ¶t � � r f 71t . _ s ��, , + ~"� N P ST ' -nP • ' :} tfi' i ll 1w O '• b i;- __ a ; H 1704 1 � 1715 , 11 _ 6 r SJI .claimer Thrs produce r. +v not have been prepare:: a suitable brlegal,engineering,or surveying purpo>: ry me approcrma:e relax.o - 3ov C §2501.702 Tne mr..:,or ouragetl to independently ben,allmbrmefron con t<r . r •.ty n�.r rc: ' wan an/y as to the accuracy of mis product or to its fitness tot-a part4War purpose. The user l7I accepts the product AS IS.WITH ALL FAULTS.(21 assumes an responsibility forme use Cny of Le Pope from any darnage,loss,or liability ansmg'mm such use pi City of La Porte 1 "= 191 ' ;tL 604 Porte, X Parkway La Porte GIS S Mapping La Porte•71- 02071 e r (281)471-5020 wwwlaportetx.gov kt N on I/ o - c o - oS. T pa3 - 140 — 000 — OL4Ocp Legend _____________ _____ Redroaa _------ --- oranaga cnannei. ---------------- _FlooM2Y 0 100 rear Flooaplain 500 Year Floodplain Costal Flooeplan IE EZ013DW Parcels 4 dry Llmiu _ a e may nor nave Dean orepareo-tor or ns swrepre ronega', sngmaennq m _ wmdarles Gov C §2501. 101. The user is ezomaged to mdeoende It , - ananQ a !k, tt z accwacy 0l II n pmducl or ro its fitness fore particular purpose. The user (t r accepts the ort Jmf i ppy of La Porte from any damag8. lassor luabjOty ansulg from such use 1 .o City of La Porte 1 " = 381 i �9m! 60La(281)TX 41-5207way La Porte GIS Mapping e wwwlaportetx. goe N PST u c;or� Laa Porte, TX 77571 XPorte La Porte GIS Mapping e (281) 477-5020 www Iaporteu gov Print Details Page 1 of I HARRIS COUNTY APPRAISAL DISTRICT Tax Year: 2012 REAL PROPERTY ACCOUNT INFORMATION 0231400000400 Owner and Property Information Owner Name & CITY OF LAPORTE Legal Description: TR 400 Mailing Address: PO BOX 1115 LA PORTE OUTLOTS LA PORTE TX 77572-1115 Property Address: 10210 N AVENUE P LA PORTE TX 77571 State Class Code Land Use Code Building Total Land Building Net Neighborhood Map Key Class Units Area Area Rentable Facet Map@ Area X1 -- 4600 -- Vacant E 0 406,414 0 0 9703 6154A 539T Governmental Exempt Land SF Exempt Value Status Information Capped Account Value Status Notice Date Shared CAD No Noticed 04/27/2012 No Exemotions and Jurisdictions Exemption Type Districts Jurisdictions ARB Status 2011 Rate 2012 Rate Total 020 LA PORTE ISD Not Certified 1.355000 040 HARRIS COUNTY Not Certified 0.391170 041 HARRIS CO FLOOD CNTRL Not Certified 0.028090 042 PORT OF HOUSTON AUTHY Not Certified 0.018560 043 HARRIS CO HOSP DIST Not Certified 0.192160 044 HARRIS CO EDUC DEPT Not Certified 0.006581 047 SAN JACINTO COM COL D Not Certified 1 0.185602 071 ICITY OF LAPORTE Not Certified 1 0.710000 Valuations Value as of January 1, 2011 Value as of January 1, 2012 Marketl Appraised Market Appraised Land 01 Land 0 Improvement 01 Improvement 0 Total 01 0 Total 01 0 Land Market Value Land Line Description Site Unit Units Size Site Appr O/R Appr O/R Total Unit Adj Unit Value Code Type Factor Factor Factor Reason Adj Price Price 1 4600 -- Vacant Exempt Land AC6 AC 9.3300 1.00 1.00 1.00 -- 1.00 0 0 0 http://www.hcad.org/records/print.asp?crypt=%94%9A%BO%94%BFg%84%8F%82%7B1... 5/31 /2012 Print Details Page 1 of 1 HARRIS COUNTY APPRAISAL DISTRICT Tax Year: 2012 REAL PROPERTY ACCOUNT INFORMATION 0231400000534 Owner and Property Information Owner Name & CITY OF LA PORTE Legal Description: TR 399F Mailing Address: PO BOX 1115 LA PORTE OUTLOTS LA PORTE TX 77572-1115 Property Address: 0 EXEMPT LA PORTE TX 77571 State Class Code Land Use Code Building Total Land Building Net Neighborhood Map Key Area Area Rentable Facet Mapg Area XI -- 4600 -- Vacant0 fEt SF 0 0 2162.03 6154A 539T Governmental Exempt Land Exempt Value Status Information Capped Account Value Status Notice Date Shared CAD No Noticed 04/27/2012 No Exemptions and Jurisdictions Exemption Type Districts Jurisdictions ARB Status 2011 Rate 2012 Rate Total 020 LA PORTE ISO Not Certified 1.355000 040 HARRIS COUNTY Not Certified 0.391170 041 HARRIS CO FLOOD CNTRL Not Certified 0.028090 042 PORT OF HOUSTON AUTHY Not Certified 0.018560 043 HARRIS CO HOSP DIST Not Certified 0.192160 044 HARRIS CO EDUC DEPT Not Certified 0.006581 0471ST N JACINTO COM COLD NOt Certified 0.185602 071 ICITY OF LAPORTE Not Certified 1 0.710000 Valuations Value as of January 1, 2011 Value as of January 1, 2012 Market Appraised Market Appraised Land 01 Land 0 Improvement 01 Improvement 0 Total 01 0 Total 01 0 Land Market Value Land Line Description Site Unit Units I Size I Site I Appr O/R Appr O/R Total I Unit I Adj Unit Value Code Type Factor Factor I Factor Reason Adj Price Price 1 1 1 4600 -- Vacant Exempt Land I -- I SF 1 0 1 1.00 1 1.00 1 0.00 1 -- 10-001 0 1 0 0 Vacant (No Building Data http://www.hcad.org/records/print. asp?crypt=%94%9A%BO°/u94°/`BFg`/u84°/n8F`/u82%7B1... 5/31 /2012 m 401E-1 401G i 401D I + 023.1a8-Q00-0464 + 1.8300 AC. b $ 1, .•� / r S vNi We, 'do r 401E I qpp + Ne Ka + $ 401A 1602 2 023-140-000-0457 A + 1 4444 AC 401C 1606 023-140-000-0471 a - I 1.8700 AC w I i / UIF 10406 + 023-140-000-0401 r a 1.6700AC + —. 7 .N 420B I r V02 023-140-000-0448 2.8400 AC 381E :^ N Ne � iyN O 361D-1 1 " 381B 82 38IF `� - a ID603 a F as � � z -0382382 x q `�tQ �sse NORTH P STREET �N ,N 398(- 398E 398 398D 399A 399C 399E 399 w m 400 m & 0 oo¢ 0 n 0 Sao a a 399E - o -399E -1 ----- N N 394E o O N o `7Q' �o o ¢o 90� p¢o d�Qe om O O V O qqU ¢ NN o p o $ oao OC?O q � ah N No ci n o PORTE OUTLOTS 023-129 w rz x.z 422 423 b7$ 023-14 0496 422C 1.7000 AC. 023-140-000-0503 8 1,0000 AC 10607 © Address Selection File Edit List Commands HeIG i HCAD Number: 023-140-000-0400 M N P ST * 1508 LOMAX SCHOOL RD 1/2 ✓ * 1508 LOMAX SCHOOL RD UB ✓ * 1516 LOMAX SCHOOL RD UB * 10502 N P ST ON Cancel CLP 29666 CLP 48940 CLP 31686 CLP 31698 CLP 38276 © Pi operty Desuiption :nquiry - City of La I File Edit GImnianCS Hdlp �aleieM'Pu5.iC SECrps Namliee Property Description Inquiry Location ID: HCAD Number: Alternate Search Method: Location address: Primary related party: IS )SY�<llYr R4S] �O Ike i Addiess aeiatedpany... 29694 023-140-000-0534 EXEMPT CLP CRY OF LA PORTE ,© Property Description Inquiry"- City of La Porte Flle Eort Cammanas Help... _ $40"GA lu= ),.IC SFCIOF �? Property Description Inquiry Location ID: HCAD Number: Alternate Search Method: Location address: Primary related parry: PORTE OIITLOT9 Mon as Relalell lrnity_ 31686 023-140-000-0400 1508 LOMAX SCHOOL RD UB CLP CfTY OF LAPORTE J, This documentwas sent to the Printer •.me sea;: YCS 2C 5 :1 D12 'aa arss:: ©Propertv Description inquiry City of La Flle E,�It Comman" HSIP -6leiekHe r-.=C vEG GUN i ntrna Property Description Inquiry Location ID: HCAD Number: Alternate Search Method: Location address: Primary related party: PORTE OUTLOT9 V 0K Y Laa-....._.. cancel �- -AMUass Rwateo parry-. 48940 023-140-000-0400 1508 LOMAX SCHOOL RD 112 CLP CITY OF LAPORTE .!y lAN oecument was sent to me pnnter 'Cle: Oo::mx�snam,,V orn rame:c^e: _CE-X5 +r seer 2:C6:!:.'` S1iv2Vi2 -as panes:: IF o� a Cr" OF LA PORTS PLANNING OEPART1aElfr nE v a 604 West Fairmont Parkway, La Porte, TX 77571 'u Office 281471.5020, Fax:281.470.5005 ��� ,� 20i�y www.laportah.gov M1W APPLICATION for ADDRESS, UTILITY VERIFICATION & DRIVEW , ULVERT (Note: Complete info. in dashed box only. Partial or incomplete information will delay processing of your application) --------------------------------------------------- PROPERTY OWNER: OWNER'SAGENT: I I I Name: GI'TY amp Lak POt2i1E Name:_=%Te4?t4mw4 Pik tW. o1@6L'ollm ~I Phone#: 281-a 4712- 9891 Phone# ZF31 -476 - 916 1 I Fax* 2AY -470- 1361 Fax 281 "g7b- I36I I E-Mail: Sasor TrlkGtsf_ooy E-Mail: Da W" 5 d> anar'r@'15 pia PROPERTY INFORMATION: �� I Current Property Address (if existing): 1( 5081 k 42ffiAX Lw PkvIz"i .-r5( I I t}r�wlrxJ r1A.AOs�-� HCAD Acct. No. of Property (13 digits): o23 �}rL- 00 clea " Tr 4aa I Legal Description of Property: 71-7;aAe-r5 3 99E 4 4-oo 1.q tvo1z_r11S dua-rkrar_% Eh1cmnd 1 [iR It.I 30N SU¢VE1r A—�i'J/�13-RI s Gouw,T,r ,�Zrls.c I SITE PLAN INFORMATION (for site plan submittal only): Development Name: "inis6AW 015skzK- ( M PgA;!!4 EM CTI TS r Description of Protect: i0i�(-1 ji;nC141l AF,LA14x IaLaum, t 4 sL1L.Q1tiv New Building or Expansion?: mr_ A r+skuu�kk.�Q a _��nlSlcy.! 'Note. Applicant must submit 6 copies of site plan to City + $100 Site Plan Fee for up to 5 Aaes + $5.00 for each additional acre I I I I MY PROJECT WILL REQUIRE (check applicable): I ADDRESS (Include Survey, Sketch Plan or Site Plan illustrating subject property wl existing & proposed improvements) I UTILITY VERIFICATION (Include Survey Sketch Plan or Site Plan illustrating subject property w7 existing & proposed improvements) 'DRIVEWAY CULVERT SIZE (Include Survey, Sketch Plan or Site Plan illustrating subject property wl existing & proposed improvements) 'Note. For Driveway Culvert on Halls County Roads, call. 281.452. 7598 For Driveway Culvert on TXDOT Roads, Call. 281.464.5503) r ADDRESS ASSIGNMENT (by City): / _ illx:.P Street A / /o� % St. Ptah. —' St. Name: lc:2 �ti G St. SuP. Loc ID # 7& g Aq Cound) Dist. __Z__ City Planning Sector. Zoning Dist: GG UTILITY VERIFICATION (by City): Water Available to Property?: Yes Location of Nearest Water Main: Sanitary Sewer Available to Pro;GX: YIN Location of Nearest Sewer Mein: ❑No Extensi nRequired F $ 14 _ Size: �Z No Extension Require P1P1�' / Size: ' 9 'DRIVEWAY CULVERT SIZE (by City): SITE PLAN RECEIPT INFORMATION ff"cov use only): Site Plan Number: L.F. of " RCP Receipt Number: Fee Amt. Collected: 'Upon purchase and delivery of driveway culvert, contact the City's Public Cashier: Date Received: Works Department at (281) 471-9650 to schedule residential installation on City -maintained Roads only. J r / � CINITV MAP EEYaWE Nbvosm �� +vaLrEa cuvERr woaaw 1✓E._ rrnuvm INEJrpE 0I1NC I EW LN 1 , WL1FR � I � 2 ,O • II ren LW i I I `mwLm� L I I � VNWSEO NYOPoEFD z'-a' �wL�uc auL� r 11 I rtE PY0 N1 ! �. MLOfA 1L•:1 flERRI E EPVIff v T': /�I GFX,EFPYrt RODEO ARENA • •, j �'~ u � w a I - t l W� .u.tlmlC+.O�.bN ti�N vritibw.pnv bMp.Jbls N�.l.w iv RYnm� N{— Naskam „cLiEa VICY. EMT rehcE. REv rz F a gl I LOMAX SCHOOL ROAD(50' ROW) — — — nom Lnrtc,l MMY hibCl 1tl wl.hiiA �� iLL Imo• mNpbe..Ew w• o.ar. wnn+. Y NA— MOIE 1 1 I 1 I I 1 1 1 I 1 I —f I �I I I I 1 I 1 1 e I I 1 1 I I _1 I I I 1 I 1 I �i I I iI k 1 I 1 ' I I I I I I Rp I —r 1 I 1 SITE PLAN -__ n-p 1. - +U alv uvwuwn+irxolan raE+srwrt rli \ b vF 1��1pl.NC�N��gg1t. bl.�. i-1N�gl0wi N .Y sO�—I!l Cai 1.� bm4—va i. Y.L. ar levaalle,r:l��� rLra Lswrulrma rvrE ar oeKLonvir: wu LOM,,: ,01MS.+b,W,.,OIN.LGD.0 ARR,E.,,, i. aearnyvw orwo: rRLna mer •.aauwaia arRma: NI'lNYM%14.NEY. H RVLmmIL+n.ioc.+ i wle orwna:al.auwRa L xuEff CEv¢Vn+:CRYM4t0LiE ). rOVWAn:roCNURE1nE D1NGr6W4nIY hWLi YM1L.4U0l LIIl MPP•Nr1RL L NALMYI]:LNFD1M0L 101•.ETN0[S.11t rRnn • a Lriw •+s .nEWLtlY., exrewoReapr,+RnEi eRc,rLw•+, L mExrnx:ncLearomemw+ela are olLeero I tis.c.o. ortweaml armarmly 1 9 wpX.Wp:PWY twLL w.K WMfMII +I L A0�Vd:nMIE IY.IIIMK PA1rlY1 1 a rur.Tro:rocRwerouarw erbab 4 L0enwq:lMK4¢x0![EW/aA h, wYs,rtn:mulzRwvx k , IDA MTE oErinrsna MAw 1Fr konM 161 OECKM IBI PmL IQ 01-WT-01 ear. C11-0 Huber, Mark From: Shannon Green [Planning-DONOTREPLY@laportetx.gov] Sent: Wednesday, May 30, 2012 3:53 PM To: Slaton, Rodney; Malik, Masood; Huber, Mark; Ladd, Donald; Herrod, Curtis; Meekins, Clif Subject: PZ step closed - notification Project Number: 12-82000018 Project Type: MINOR DEVELOPMENT SITE PLAN Project Description: MIN DEV SITE PLAN FOR LOMAX PARK IMPROVE Review Type: MINOR DEVELOPMENT SITE PLAN The above referenced project, for review step: DISTRIBUTION has had the action of COMPLETED taken. 1 Pena, Maria From: Sent: To: Cc: Subject: Bob, thanks for the update. Huber, Mark Monday, November 16, 2015 3:25 PM Eng, Bob Pena, Maria; Huber, Mark; Davidson, RJ RE: Rodeo Arena Maria, please print a copy of this email and place it in the job folder for future reference and record of events. Thanks Mark W. Huber, Building Official City of La Porte Planning & Development 604 W. Fairmont Parkway La Porte, Texas 77571 Phone: 281-470-5067 huberm Cola portetx.eov O� 4 w u � NW From: Eng, Bob Sent: Monday, November 16, 2015 2:28 PM To: Tietjens, Tim <TietjensT@laportetx.gov> Cc: Leach, Traci <LeachT@laportetx.gov>; Alexander, Corby <AlexanderC@laportetx.gov>; Huber, Mark <HuberM@laportetx.gov>; Epting, Rosalyn <EptingR@laportetx.gov> Subject: Rodeo Arena Tim, I called Brent Choates about finishing the fence and gates so we can weld the recommended braces to the announcers stand. He had been awaiting for the fabrication of gates and fences. At this time he said they have the gates, fences, etc and he cited the wet weather as the reason they have not installed the units and completed their work. 1 stressed we need to finish this job as we have been operating on a "temporary CO". So we are still waiting for them to complete their portion of the job. Bob Eng, P.E., CFM City Engineer City of La Porte Planning & Development 604 W. Fairmont Parkway LaPorte, Texas 77571 Phone: 281.470.5058 Eneb@Laportetx.eov Pena, Maria From: Pena, Maria Sent: Friday, December 05, 2014 10:28 AM To: Wise, Sandra Cc: Hernandez, Kristen; Martinez, Annie; Tschappatt, Vickie Subject: 1508 Lomax School Rd (FINAL INSPECTION 12/05/2014) Importance: High FIRE MARSHAL INSPECTION REQUEST FOR 12/05/2014 TO: SANDY WISE DEPARTMENT: FIRE MARSHAL FROM: MARIA 281-470-5072 DEPARTMENT: INSPECTIONS BUSINESS NAME: OPEN ARENA @ LOMAX SCHOOL RD ADDRESS: 1508 LOMAX SCHOOL RD CONTACT: REQUESTED BY MARK HUBER (INSPECTIONS DIVISION) CITY INSPECTION DATE: 12/05/2014 TYPE OF INSPECTION: FINAL Thanks, eJ.C�.2 "i& Inspection Services Office Coordinator City of La Porte 604 W. Fairmont PKWY La Porte, TX 77571 P:281-470-5072 1 -• PREPARED 12/05/14, 10:30:22 INSPECTION TICKET PAGE 1 CITY OF LA PORTE INSPECTOR: MARK HUBER DATE 12/05/14 —----------------------------------- ---- -------------- ADDRESS : 1508 LOMAX --------------------------- SCHOOL RD UB SUBDIV: LA PORTE OUTLOTS CONTRACTOR : FOLLIS CONSTRUCTION PHONE : (281) 471-6881 OWNER : CITY OF LAPORTE PHONE PARCEL : 023-140-000-0400 APPL NUMBER: 13-00000674 REMODEL, COMMERCIAL ------ PERDIT: CR 00 BLDG --------------------------------------------------------------------------- PERDIT-COD➢ERCIAL REMODEL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ SLAB O1 6/26/13 MR BLDG, SLAB/FOUNDATION/PIERS TIME: 08:00 6/26/13 AP BELL FOOTING BELL FOOTING INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: 8 PIERS SLAB 02 7/01/13 DF BLDG, SLAB/FOUNDATION/PIERS TIME: 00:08 7/01/13 AP MARK FOLLIS FOUNDATION INSPECTION 713-254-8358 FOUNDATION INSP PASSED PER DENNIS FITCH. INSPECTOR NOTE: 40 PIERS MISC O1 7/08/13 OF MISCELLANOUS INSPECTIONS TIME: 00:08 7/08/13 AP bell footings inspection Mark Follis - 713-254-8358 BELL FOOTING INSP PASSED PER DENNIS FITCH. GRPL O1 7/15/13 DF PLBG, PLUMBING, GROUND TIME: 08:00 7/15/13 AP GROUND PLUMBING DUSTY 281-850-7320 GROUND PLUMBING SLAB 03 7/22/13 DF BLDG, SLAB/FOUNDATION/PIERS TIME: 00:08 7/22/13 AP Mark Follis Foundation Inspection 713-254-8358 As early As possible FOUNDATION INSP PASSED PER DENNIS FITCH. INSPECTOR NOTE: STORAGE BLDG. SLAB 04 7/31/13 DF BLDG, SLAB/FOUNDATION/PIERS TIME: 13:00 7/31/13 AP FOUNDATION MARCOS 713-204-6069 FOUNDATION INSP PASSED PER DENNIS FITCH. INSPECTOR NOTE: CONCESSION BLDG. ELUN 01 8/21/13 DF ELEC, ELECTRICAL UNDERGROUND TIME: 08:00 8/21/13 AP ELEC UNDERGROUND ELEC UNDERGROUND INSP PASSED PER DENNIS FITCH. PLIN O1 8/30/13 MR PLBG, PLUMBING INSPECTION TIME: 13:00 8/30/13 AP MARCOS 713-204-6629 PLUMBING TOP OUT INSP PASSED PER MARIO RAMOS. CVUP O1 9/03/13 DF BLDG, FRAMING - COVER UP TIME: 13:00 9/03/13 AP MARCOS 713-204-6629 MARIO ALREADY DID PARTIAL INSPECTION. REQUESTING ANOTHER INSPECTION. PLUMBING/FRAME INSP PASSED PER DENNIS FITCH. INSPECTOR NOTE: PARTIAL MISC 02 9/05/.13 DF MISCELLANOUS INSPECTIONS TIME: 13:00 9/05/13 AP CONCRETE PAD ELECTRICAL -------------------------------- CONTINUED ONTO NEXT PAGE ------- ---------- ------- PREPARED 12/05/14. 10:30:22 INSPECTION TICKET PAGE 2 CITY OF LA PORTE INSPECTOR: MARK HUBER DATE 12/05/14 ------------- ADDRESS : 1508 LOMAX SCHOOL RD UB SUBDIV: LA PORTE OUTLOTS CONTRACTOR : FOLLIS CONSTRUCTION PHONE (281) 471-6881 OWNER : CITY OF LAPORTE PHONE PARCEL 023-140-000-0400 APPL NUMBER: 13-00000674 REMODEL, COMMERCIAL ------------------------------ -------------------------- REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ---------------------------------------- ----- MARCOS 713-204-6629 CONCRETE PAD ELEC INSP PASSED PER DENNIS FITCH. PRCO O1 9/23/13 DF BLDG, PRE -POUR CONCRETE TIME: 08:00 9/23/13 AP sidewalk Marcos - 713-204-6689 SIDEWALK POUR INSP PASSED PER DENNIS FITCH. CECO O1 9/25/13 MR BLDG, CEILING COVER TIME: 17:00 9/25/13 AP CEILING COVER MARCOS 713-204-6629 CEILING COVER INSP PASSED PER MARIO RAMOS. TMCI O1 10/08/13 MR ELEC, TEMPORARY CUT -IN TIME: 17:00 10/08/13 AP TCI TCI INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: OK TO EMAIL TO THE LIGHT CO VT EHAILED TO CP 10/8/13 H 10:13. CTFL O1 12/17/13 DM ROOF, CERT FINAL TIME: 08:00 12/19/13 DA Please contact Mark Follis at 713-254-8358 prior to inspection. did not pass. per df. FMO ELUN 02 3/03/14 DF ELEC, ELECTRICAL UNDERGROUND TIME: 13:00 3/04/14 AP ELECTRICAL UNDERGROUND INSPECTION MARK FOLLIS 713-254 8358 -ASKED FOR THE INSPECTOR TO CALL HIM --- APPROVED PER DF. B LFI O1 12/05/14 M1y1� FINAL, BUILDING TIME: 13:00 -------------------------- COMMENTS AND NOTES-------------L ---------------------- City of La Porte • ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS C U L�(P X INSPECTION TYPE:: �.- I n u DATE: THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the iob will be acceoted)e_ fI In eXf TTY 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 3/03/14, 12:35:30 INSPECTION TICKET PAGE 2 CITY OF LA PORTE INSPECTOR: DWAYNE MENAGER ______________________________________________ DATE 3/03/14 ___----------------------------------------------- ADDRESS 1508 LOMAX SCHOOL RD UB SUBDIV: LA PORTE OUTLOTS CONTRACTOR FOLLIS CONSTRUCTION PHONE (281) 471-6881 OWNER CITY OF LAPORTE PHONE . PARCEL 023-140-000-0400 -tPPL NUMBER: REMODEL, COMMERCIAL _____________________________________________________________________________________________ _13-000006T9 REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ________________________________________________________________________________________________ MARCOS 713-204-6629 CONCRETE PAD ELEC INSP PASSED PER DENNIS FITCH. PRCO O1 9/23/13 OF BLDG, PRE -POUR CONCRETE TIME: 08:00 9/23/13 AP sidewalk Marcos - 713-204-6689 SIDEWALK POUR INSP PASSED PER DENNIS FITCH. CECO O1 9/25/13 MR BLDG, CEILING COVER TIME: 17:00 9/25/13 AP CEILING COVER MARCOS 713-204-6629 CEILING COVER INSP PASSED PER MARIO RAMOS. TMCI O1 10/08/13 MR ELEC, TEMPORARY CUT -IN TIME: 17:00 10/06/13 AP TCI TCI INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: OR TO EMAIL TO THE LIGHT CO VT EMAILED TO CP 10/6/13 O 10:13. CTFL O1 12/17/13 DM ROOF, CERT FINAL TIME: 08:00 12/19/13 DA Please contact Mark Follis at 713-254-8358 prior to inspection. did not pass. per df. FMO ELUN 02 3/03/14 DM ELEC, ELECTRICAL UNDERGROUND TIME: 13:00 ELECTRICAL UNDERGROUND INSPECTION MARK FOLLIS 713-254 8358 'ASKED FOR THE INSPECTOR 0 C LL I ....___ COMMENTS AND NOTEA OP - --- PREPARED 3/03/14, 12:35:30 INSPECTION TICKET PAGE 1 CITY OF LA PORTE INSPECTOR: DNAYNE MENAGER DATE 3/03/14 ------------------------------------------------------------------------------------------------ ADDRESS 1508 LOMAX SCHOOL RD US SUBDIV: LA PORTE OUTLOTS CONTRACTOR FOLLIS CONSTRUCTION PHONE (281) 471-6881 OWNER CITY OF LAPORTE PHONE . PARCEL 023-140-000-0400 JPPL NUMBER: __________ _13-000006]4 ______________-______________________-_______-__-_____-__ _ ______ REMODEL, _COMMERCIAL ------ PERMIT: CR 00 BLDG PERMIT -COMMERCIAL REMODEL REQUESTED INSP DESCRIPTION TYP/SO COMPLETED RESULT RESULTS/COMMENTS ________________________________________________________________________________________________ SLAB O1 6/26/13 MR BLDG, SLAB/FOUNDATION/PIERS TIME: 08:00 6/26/13 AP BELL FOOTING BELL FOOTING INSP PASSED PER MARIO RAMOS. INSPECTOR NOTE: 8 PIERS SLAB 02 7/01/13 OF BLDG, SLAB/FOUNDATION/PIERS TIME: 00:08 7/01/13 AP MARK FOLLIS FOUNDATION INSPECTION j 713-254-8358 FOUNDATION INSP PASSED PER DENNIS FITCH. INSPECTOR NOTE: 40 PIERS MISC O1 7/08/13 OF MISCELLANOUS INSPECTIONS TIME: 00:08 2/08/13 AP bell footings inspection Mark Follis - 713-254-8358 BELL FOOTING INSP PASSED PER DENNIS FITCH. GRPL O1 7/15/13 DP PLBG, PLUMBING. GROUND TIME: 08:00 7/15/13 AP GROUND PLUMBING DUSTY 281-850-7320 GROUND PLUMBING SLAB 03 7/22/13 DF BLDG, SLAB/FOUNDATION/PIERS TIME: 00:08 7/22/13 AP Mark Pollis Foun0ation Inspection 213-254-8358 As early AS possible FOUNDATION INSP PASSED PER DENNIS FITCH. INSPECTOR NOTE: STORAGE BLDG. SLAB 04 7/31/13 DF BLDG, SLAB/FOUNDATION/PIERS TIME: 13:00 7/31/13 AP FOUNDATION MARCOS 213-204-6069 FOUNDATION INSP PASSED PER DENNIS FITCH. INSPECTOR NOTE: CONCESSION BLDG. CELUN O1 8/21/13 DF ELEC, ELECTRICAL UNDERGROUND TIME: 08:00 8/21/13 AP ELEC UNDERGROUND ELEC UNDERGROUND INSP PASSED PER DENNIS FITCH. PLIN O1 8/30/13 MR PLBG, PLUMBING INSPECTION TIME: 13:00 8/30/13 AP MARCOS 711-204-6629 PLUMBING TOP OUT INSP PASSED PER MARIO RAMOS. CVUP O1 9/03/13 DF BLDG, FRAMING - COVER UP TIME: 13:00 9/03/13 AP MARCOS 713-204-6629 MARIO ALREADY DID PARTIAL INSPECTION. REQUESTING ANOTHER INSPECTION. PLUMBING/FRAME INSP PASSED PER DENNIS FITCH. INSPECTOR NOTE: PARTIAL MISC 02 9/05/13 DF MISCELLANOUS INSPECTIONS TIME: 11:00 9/05/13 AP CONCRETE PAD ELECTRICAL ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- P.O. Box 2301 Friendswood Tx 77549 201-5544202 Olfim 281.5544204 Fax code=wItants.kawmcastnet 1 11 7tA 101�7;4 Code Consultants, Inc. Ito: La Porte Building Department From Linda A Taylor Faro Pages: 1, including cover sheet Ref IECC Inspection Fate: 12/122013 Lomax Arena, La Porte, TX ❑ Wgwrt ❑ For Rovlow ❑ Pkmw Common ❑ Pleaao Rapt ❑ Picric Roeyclo This is to confirm that the above referenced project is constructed In compliance with the International Energy Conservation Code (inspection date: l l/=013). If you need further information regarding this inspection, please contact me (ICC Commercial Energy Inspector #516883i}78). Linda DEC 1 61013 l Huber, Mark From: Carly Holliday[cholliday@follisconstruction.com] Sent: Monday, December 16, 2013 12:34 PM To: Huber, Mark Subject: IECC Inspection - Lomax Arena Attachments: IECC Inspection - Lomax Arena.pdf City oaf La Porte •RIM- �j OF JUtl AUUHtJJ ISO$ /e-W�yx INSPECTION TYPE: 7-c/ DATE:/O-y/j THIS JOB HAS NOT BEEN COMP rections all be made ED The following additions or cor before the job will be ac pied 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. i PRESS HARD - USE BALL POINT PEN ��a'S�src'S4r%T:r>�t%►:ti��txa��Ely�:����.. r . �-�.%�vrs. ' �— Oct 04 2013 01:19PM Fobs Construction, 281-471-6038 page 1 10/83/2013 14:19 2824797447 RA LEAVER ELECTRIC PAGE 01/01 Oct 03 2013 04,12PM Fobs Construction; Inc 281.4718038 page 1 Oct 02 2M3 147FM MP Fuca Fa9a t REQUEST FOR TeMPORARy UTILITILES tz— C E 6 v e DAM/0'Z � � 3 OCT 0 4 2013 T0: BUIIJ1INa OFFICIAL Fly — CITY OF LA PORTE --- LA PORTE, 7X 77571 SUBJECT: THE USE OF TEMPORARY UTIL ES FOR ONSTRUCTION PVIPOSES TING OF EQUIPMENT AT I r BUILDING PERMIT NUMBER13 b% A- I,Tr1g Jt•f � OWNER 1 S I f7h 11t.t AS GENERA LOONTRACTOR v AS ELECTRICAL CONTRACTOR request the temporary utilities for ccrvtruction and the testing of eQulpmamt, I understand that this In n o tvay gives me Permission to occupy or tse for storage purposes any building ar pertlon t)Weaf unless Pam its on the building or portion to be occupied had boon Inspsctad, approved, end o Certificate oT Osr:upancylssued. Wafurtherunderstandthatthetemporaryutiltiasmaybediscotnectedforanyvlolatbn of the Code. The GeneralContractorandownerasrumetheresposslblltyfwanyvloladonofany'sky ordinance by the subcontreetor.' Temporaryelectrical perm" mein force for 3 months (90 days), If more time Is required to oomplete the buildlnp a new appgcatroa shall ba submittad by a licensed eleMrIC11 contractor and be acc mpanled by the temporary electrical permit fee. The undersWned horeby agrees to indemMfy and hotl forever hamiessthe dry of Laporte, Its officers, and CRIP"as from 0MV and all daims or causes of action alleged to have been caused directly or Indirectly by the temporary use of utifltiac for which this appicat M Ismada, I aloe understsnd that this request will not be Issued urrtB all Permits ragrsbed far the bullding have been Issued. REQUEST FOR TEMPORARY UTILITILES DATE: I b J 2 f TO: BUILDING OFFICIAL CITY OF LA PORTE LA PORTE, TX 77571 SUBJECT: THE USE OF TEMPORARY UTILITIES FOR CONSTRUCTION PURPOSES AND IFSTING OF EQUIPMENT AT I J V d L_ p rn a.z >r owo l ^c^ BUILDING PERMIT NUMBER 13 —G % 4% I,I/J7l ex s OWNER c Mark, Fp I `I` S 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. I hereby agre o ab01y ^ I provisions of the Electrical Code. GENERAL CONTRACTOR: PHONE: ELECTRICAL CONTRACTOR: PHONE: SACity Planning Share\D4-INSPECrIONS DIVISION\Inspections\REQU EST FOR TEMPORARY UTIUTILES.doa Il PERMIT NOTES 1508 LOMAX SCHOOL RD 1. ALL WORK MUST COMPLY WITH THE APPROVED PLANS, INSPECTIONS TO INCLUDE • PROJECT: CONCESSION, RESTROOM AND MEETING BUILDING GENERAL WORK SCOPE AND ALL CITY OF LA PORTE BID AND DESIGN SPECIFICATIONS. • PROJECT: OPEN ARENA GENERAL WORK SCOPE AND ALL CITY OF LA PORTE BID AND DESIGN SPECIFICATIONS. • PROJECT: STORAGE BUILDING AND CITY OF LA PORTE BID AND DESIGN SPECIFICATIONS. 3. CONTRACTOR MUST COMPLY WITH ATTACHED FIRE MARHAL PLAN REVIEW COMMENTS DATED 02/25/2013. 4. OWNER / CONTRACTOR RESPONSIBLE TO COMPLY WITH TEXAS ACCESSIBILTY STANDARDS (TAS). 5. THIS PERMIT FOR LOMAX SCHOOL ROAD PARK IMPROVEMENTS. 6. THIS BUILDING PERMIT APPROVED SUBJECT TO CITY APPROVED CONSTRUCTION DRAWINGS WITH RED LINES, PLAN REVIEW COMMENTS & CERTIFIED SITE PLAN. 7. SEE ATTACHED COMMERCIAL PLAN REVIEW NOTES FOR ADDITTIONAL INFORMATION & REQUIREMENTS. 8. SEPARATE ELECTRICAL, PLUMBING & MECHANICAL PERMITS REQUIRED. 9. ANY NEW OR PROPOSED SIGNAGE REQUIRES A SEPARATE SIGN PERMIT BEFORE INSTALLING ANY SIGNAGE. 10. CALL FOR INSPECTIONS BEFORE ANY WORK IS COVERED. 11. FINAL ENERGY CODE CERTIFICATE OF COMPLIANCE REQUIRED FROM ICC CERTIFIED 3RD PARTY ENERGY CODE INSPECTOR BEFORE BUILDING FINAL INSPECTION. 12. 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. 13. SEPARATE PERMIT REQUIRED FOR FIRE SPRINKLER AND FIRE ALARM. CITY1 Copy LOMAX SCHOOL ROAD PARK IMPROVEMENTS CONSTRUCTION PLAN REVIEW 02/28/2013 M HUBER/D MENAGER We have reviewed your preliminary/ initial construction drawings for code compliance and provide the following plan review comments. Once you have revised your plans please resubmit as a complete package in duplicate and provide a written response to each plan review comment noted below. -.Concessions / Meeting Room / Restrooms .. - _ `*.`�:1:1\K.a .:aK11J111KK G....:.e • P'~R...?3'7 iP'll F- o;rw r rig i :• yent vVelis-& .ired to be . walts • • • '= 11 . • 1 _ ^' 1 O.Contact Rodney Slaton regarding a fill dirt permit if any fill dirt proposed Arena 1. Submit a completed building permit application and submit with revised - plans. ?. Provide metal buildii4g plans-' u - Pd to 3. All BMEP Sheets are required to be sealed by a Texas licensed engineer. 4. Provide Comp Check Energy Code worksheets for the Lighting. 5. Contact Rodney Slaton regarding a till dirt permit if any fill dirt proposed. 6. Contact Rodney Slaton regarding Storm Water Quality Control Permit. 7. FYI- Separate fire alarm & fire sprinkler plans and permits are required. 8. FYI- Separate sign permits and plans required before the, installation of any - new signage. Storage Building 3. 4. 5. 6. 7. I. Submit a completed building permit application and submit with revised plans. to All BMEP Sheets are required to be sealed by a Texas licensed engineer. Provide Com-Check Energy Code worksheets for the Arena Lighting. Contact Rodney Slaton regarding a fill dirt permit if any till dirt proposed..: Contact Rodney Slaton regarding Storn Water Quality Control Permit. FYI- Separate fire alarm & fire sprinkler plans and permits are required if applicable. FYI- Separate sign permits and plans required before the installation of any new signage. Respectfully, Dwayne Menager Chief Inspector Inspections Division '-181-470-5070 3 Follis Construction, Inc. 111 N Broadway • La Porte, Texas 77571 • Ph. 281/471-6881 • Fax 281/471-6038 City of La Porte April 30, 2013 Dwayne Menager La Porte TX, 77571 EFCEVVEF MAY 0 1 2013 Mt. Menager, ' 8Y: RE: This letter is in response to your T an Comments' letter of 02/28/13 for The Lomax School Road Park Improvements: 3. Concessions/Meetin¢ Room/Restrooms ce ca e o ever permit issue. er tc & 04' Wind`LZsazi� Re: see attached engineers spec/Jicatlons. R M I •- - I A • I I �• . '� 91 A it - IAV- I �' I A _ �I III � I •. 11 .I I 1/ I .•.I. pp�• 9. n Re: ubmittals for operation of Concession Stand is not In our scoppe of work ox-o -i 3 %� Mcf4stl Yarpt�L rip roNN t&.q/IId &tilt tlnlr4t. f41t 10. Contact Rodney Slaton regarding a fill dirt permit if any fill dirt proposed. 4("w 14. T,, Na. s/L Re: Fill & Fill Dirt Permits are not in our scope of work, contact Reagan McPhail. O/T vis CA 3^ - I 11. Contact Rodney Slaton regarding Storm Water Quality Control Permit. Re. not in our scope of work, contact Reagan McPhail. a^"'^I � r• A.s• S/� Arena 2. Provide metal building plans sealed by a Texas licensed engineer designed to meet 120 MPH Wind Load. Ncti it%,•v,.LK Re: see attached engineers specifications. 5. Contact Rodney Slaton regarding a fill dirt permit if any fill dirt proposed. "o%#L reRe: Fill Fill.€ Fill Dirt Permits are not in our scope of work, contact Reagan McPhail. 6. Contact Rodney Slaton regarding Storm Water Quality Control Permit. Re: not in our scope of work, contact Reagan McPhail 6 r^ m ` r• A •j • '"t 7. a-4'f =ICEIVE MAY 0 12013 Stora¢e Buildinta 1. _ 2. Provide metal building plans sealed by a Texas licensed engineer designed to meet 120 MPH Wind Load. tuo r Pn�vid.� 3-/a /13 Re: see attached engineers specifications. 3. %3 Contact Rodney Slaton regarding a fill dirt permit if any fill dirt proposed. e,-- I ` re R Re: Fill & Fill Dirt Permits are not in our scope of work, con act Reagan McPhailr Vef"v.r Ak. tzr F/3 FJ P f $.ajr Q.r4 t — Ai "..I,Pr—�rk 6. Contact Rodney Slaton regarding Storm Water Quality Control Permit. Re: not in our scope of work, contact Reagan McPhail A ^ ^ `` r' Thank you, Mark Follis Folks Construction, Inc. MAY 41T013� Na ENI CommalMs Help FUBLIC,SECTOR Property Description Inquiry Location ID: HCAD: Number. Alternate Search Method: Location address:. Primary'related party. ON _ Y Exb !,Cancel � Address' - ;Releledperly; _ 31686 023-140-000-0400 1508 LOMAX SCHOOL RO US CLP C11Y OF LAPORTE Menager, Dwayne From: Menager, Dwayne Sent: Thursday, May 02, 2013 9:18 AM To: Meekins, Clif; Wise, Sandra; Simmons, Steven Cc: Huber, Mark Subject: 1508 Lomax School Rd Park Improvements Cliff, We have the plans for the Lomax School Rd Park improvements ready for your review. Plans are in the usual place. Respectfully, Dwayne Menager Chief Inspector Inspections Division 281-470-5070 LOMAX SCHOOL ROAD PARK IMPROVEMENTS CONSTRUCTION PLAN REVIEW 02/28/2013 M HUBER/D MENAGER We have reviewed your preliminary/ initial construction drawings for code compliance and provide the following plan review comments. Once you have revised your plans please resubmit as a complete package in duplicate and provide a written response to each plan review comment noted below. Concessions / Meeting Room / Restrooms 1. Submit a completed building permit application and submit with revised plans. 2. Provide contractor information and contractors certificate of general liability insurance before permit issuance. 3. Provide metal building plans sealed by a Texas licensed engineer designed to meet 120 MPH Wind Load. 4. All BMEP Sheets are required to be sealed by a Texas licensed engineer. 5. Provide Com-Check Energy Code worksheets for the Building Envelope, Lighting & Mechanical. 6. All Plumbing Drain, Waste & Vent walls are required to be 2" X 6" walls and note on plans. 7. On Sheet E3 Emergency Exit lights are used where egress lights required? 8. Add note on plans Sheet M-1 for the smoke detector shut downs for the mechanical systems. 9. Provide Harris County Health Department stamped approved floor plan for the concessions area. 1 O.Contact Rodney Slaton regarding a fill dirt permit if any fill dirt proposed. I I.Contact Rodney Slaton regarding Storm Water Quality Control Permit. 12.FYI- Separate fire alarm & fire sprinkler plans and permits are required. 13.FYI- Separate sign permits and plans required before the installation of any new signage. Arena 1. Submit a completed building permit application and submit with revised plans. 2. Provide metal building plans sealed by a Texas licensed engineer designed to meet 120 MPH Wind Load. 3. All BMEP Sheets are required to be sealed by a Texas licensed engineer. 4. Provide Com-Check Energy Code worksheets for the Lighting. 5. Contact Rodney Slaton regarding a fill dirt permit if any fill dirt proposed. 6. Contact Rodney Slaton regarding Storm Water Quality Control Permit. 7. FYI- Separate fire alarm & fire sprinkler plans and permits are required. 8. FYI- Separate sign permits and plans required before the installation of any new signage. Storne Building 1. Submit a completed building permit application and submit with revised plans. 2. Provide metal building plans sealed by a Texas licensed engineer designed to meet 120 MPH Wind Load. 3. All BMEP Sheets are required to be sealed by a Texas licensed engineer. 4. Provide Com-Check Energy Code worksheets for the Arena Lighting. 5. Contact Rodney Slaton regarding a fill dirt permit if any fill dirt proposed. 6. Contact Rodney Slaton regarding Storm Water Quality Control Permit. 7. FYI- Separate fire alarm & fire sprinkler plans and permits are required if applicable. 8. FYI- Separate sign permits and plans required before the installation of any new signage. Respectfully, Dwayne Menager Chief Inspector Inspections Division 281-470-5070 COMAjIERCIAL PLAN REVIEW NIrxES 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. 4. If a fence is proposed, verify with City regarding maximum height limitations. 5. Call for utility line locates at 1-800-669-8344 and also City of La Porte at 281-471-9650 6 Fire Marshal will need to review/ inspect prior to opening business. 7. Must obtain zoning permit prior to occupancy of lease space/building. 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. C IF THE APPROVED PLANS ARE SACPSh=\1NSPE N IVISIOMInspec[ionACOMNIERCIALPLANREVIEWNOTESAoc 5rz011MODIFIED, A NEW SUBMITTAL COPY TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. 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.laportetx.gov/citvdepartments/planning/ 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 SACPShweUNSPECr10N DMS1ONUnspectiom\ Residential Construction PacketV3PL(CABLE CODES.doc R". 11-2011 LA PORTE FIRE MARSHAL'S OFFICE 66PLAN REVIEW"` Date 02/25/2013 Business Name Lomax Park Concessions Address 1508 Lomax School Rd. Type of Review lirrovements Contractor Reviewed by Clif Meekins, Fire Marshal Approval YES The Applicant shell be responsible to ensure the design specifications and plane am complete and In compliance with the mcpWramenM set forth In the 2003 Im mational Fire Code (IFC( and Localmta AmendmY wall as the applicable referenced Standards listed In Chapter /6 of the 2003 IFC. This plan revlew Is not mended to he fully Inciusiw as other requirements may be Imposed u warranted by the Fire Marshal or a t deemed necessary during malts Inspections by the Fire Marshal's Office. 1) All Exit doors shall have Fire/Panic hardware installed prior to final inspection. 2) The areas exterior to all required Exit doors must be designed pursuant to the International Fire Code 2003 ED., Chapter 10, Means of Egress. 3) Ensure equipment layout will not hamper egress routes throughout building. 4) 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 5) Building will require a "Final" inspection by the Fire Marshal's Office prior to moving any furniture, tenants and/or personnel into building. CITY COPY IF THE APPROVED PLANS AIM MODIFIED, A NEW SUBMn n TOTHE CITY IS REQUIREDP 0 South 2"d Street, La Porte, TX 77571 TO THE CHANGE OCCURRM Office: 281-867-4603 Fax:281-867-4629 ME MIA- e,AOFLA PORTE t FIRE MARSHAL'S OFFICE "PLAN REVIEW" Date 02/25/2013 Business Name Lomax Park (Storage) Ad re 1508 Lomax School Rd. T e of eview Improvements Contractor Reviewed by Clif Meekins, Fire Marshal Approval YES The Applicant shell be rvponside to ensue the deslan specifications and plane are comptsta and In compliance with in, requirements set torah In the 2003 Inta ne"lonal Fire Code pFC) and Local Amendments as well a tne applicable referenced Standards listed In Chapter e5 of the 2003 IFC. This plan review Is not Intended to ba hilly Inclusive as other requirements mrry be Imposed as wa od by the Fire Martinet or as darned nscessary during on -acts Inspections by the Fire Marshal's Office. 1) All Exit doors shall have Fire/Panic hardware installed prior to final inspection. 2) The areas exterior to all required Exit doors must be designed pursuant to the International Fire Code 2003 ED., Chapter 10, Means of Egress. 3) Ensure equipment layout will not hamper egress routes throughout building. 4) 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 5) Building will require a "Final" inspection by the Fire Marshal's Office prior to moving any furniture, tenants and/or personnel into building. CITY COPY IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. 120 South 2"d Street, La Porte, TX 77571 Office: 281-867-4603 Fax:281-867-4629 LA POafE FIRE A LA PORTE € FIRE MARSHAL'S :poaE ;x OFFICE "PLAN REVIEW" Date 02/25/2013 Business Name Lomax Park (Open Arena Address 1508 Lomax School Rd. Type of Review Improvements Contractor Reviewed by Clif Meekins Fire Marshal Approval YES The Applicant "I be mponsibla to ensues the design epetlgcations and pans an complete and In compliance with the requlnments set Forth in the 2003 International Fin Code pFC) and Local A nentlments as well as the applicable referenced Standards listed In Chapter ad of the 2003 IFC. This plan review is not Intended to be fully inclusive as other requirements may be Imposed as warnntsd by the Fin Marshal or as deemed necessary dudng omalte Inspaadorn by the Fin Marshal's Office. 1) All Exit doors shall have Fire/Panic hardware installed prior to final inspection. 2) The areas exterior to all required Exit doors must be designed pursuant to the International Fire Code 2003 ED., Chapter 10, Means of Egress. 3) Ensure equipment layout will not hamper egress routes throughout building. 4) 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 5) Building will require a "Final" inspection by the Fire Marshal's Office prior to moving any furniture, tenants and/or personnel into building. CITY COPY IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIG TO THE CHANGE OCCURRIN O South 2"d Street, LaPorte, TX 77571 Office: 281-867-4603 Fax:281-867-4629 Huber, Mark From: Slaton, Rodney Sent: Monday, May 06, 2013 9:00 AM To: Noel, Alex Cc: Manager, Dwayne; Huber, Mark I need a fill dirt application filled out for the rodeo arena. Make it for 100 loads and the fee being waived. I am processing a stormwater quality permit. Use the site plan as the grading plan for the fill dirt application. W6 Texas Department of Licensing and Regulation AB Result Listing The following data reflects some of the current information available to the Department for the referenced construction project and may include corrections to the original registration. This document can be used in lieu of the AB Project Confirmation Page as verification of registration. Nojca Number. EABPRJB3808634 F.M. atcd Sum Dmc. 03/012013 Carnm/Lasl Acann: Project Filing Fee Received FslitmatM Completion: 12/012013 Soaps: Project Logged I]4minted Cost: $977,000.00 Plan Review Bv: Job Class: Additions Chvncr Class: Public Projca Nwnc: City Of Laporte Lomax Arena Poiecl Address: 1508 Lomax School Rd City: La Pone zip: 77571 Coanty: Harris Scope or Wnrk: Demo existing open arena, 54,000 sq.R. Proposed buildings: 69,208 sq.fl. Building/Facility Name: Lomax Arena Tenant CTemr: City Of Laporte Design Finn: Search Again I Back Click here to reprint confirmation pace Privacy and Security Policy I Accessibility I Oren Records Policy I Link Policy I Compact with Texans Texas Online TRAIL Search I Texas Iiomeland Security I Links I Where the Money Goes Menager, Dwayne From: Manager, Dwayne Sent: Thursday, February 21, 2013 4:06 PM To: Meekins, Clif Cc: Huber, Mark Subject: 1508 Lomax School Rd. Lomax Park Improvements Preliminary Plan Review Cliff, We have 3 separate sets of plans ready for preliminary plan review for the Lomax Park Improvement project. Plans are in the usual place. • Meeting Rooms/Restrooms/Concessions • Storage Building • Open Arena Respectfully, Dwayne Menager Chief Inspector City of La Porte Inspections Division 281-470-5070 Menager, Dwayne From: Menager, Dwayne Sent: Friday, May 03, 2013 4:29 PM To: Slaton, Rodney Cc: Huber, Mark Subject: RE: 1508 Lomax School Rd Park Improvements Rodney, Per our conversation this morning both the SWAP and Fill Dirt permits are required and you are going to provide them to us. We will need these as soon as possible in order to not delay permit issuance. Thank you, Dwayne Menager Chief Inspector Inspections Division 281-470-5070 From: Menager, Dwayne Sent: Thursday, May 02, 2013 4:11 PM To: Slaton, Rodney Cc: Huber, Mark Subject: 1508 Lomax School Rd Park Improvements Rodney, Will a fill dirt permit or SWAP be required for the Lomax School Rd Park Improvements?? If yes we need them from you to process the building permits Respectfully, Dwayne Menager Chief Inspector Inspections Division 281-470-5070 Huber, Mark From: Menager, Dwayne Sent: Thursday, May 02, 2013 4:11 PM To: Slaton, Rodney Cc: Huber, Mark Subject: 1508 Lomax School Rd Park Improvements Rodney, Will a fill dirt permit or SWQP be required for the Lomax School Rd Park Improvements?? If yes we need them from you to process the building permits Respectfully, Dwayne Menager Chief Inspector Inspections Division 281-470-5070 5/3//3 V{ rrsAi Cr< -� M 2 , j,4r y sC tt j 4ScJ - FJ f-r(r Az&r P7..1r'J. A's . 'Si—Ar i A- Lffit PA-Onr4, 1 Menager, Dwayne From: Menager, Dwayne Sent: Thursday, May 02, 2013 4:11 PM To: Slaton, Rodney Cc: Huber, Mark Subject: 1508 Lomax School Rd Park Improvements Rodney, Will a fill dirt permit or SWQP be required for the Lomax School Rd Park Improvements?? If yes we need them from you to process the building permits Respectfully, Dwayne Menager Chief Inspector Inspections Division 281-470-5070 Menager, Dwayne From: Menager, Dwayne Sent: Thursday, February 28, 2013 10:38 AM To: mfollis@follisconstruction.com Cc: Huber, Mark Subject: 1508 Lomax School Rd Park Improvements Attachments: Lomax School Rd Park Improvements Plan Review Comments.docx; Concessions Bldg FMO.pdf; Arena FMO.pdf; Storage Bldg FMO.pdf Mark, We have reviewed your preliminary/ initial construction drawings for code compliance for the Lomax School Rd Park Improvements and provide the attached plan review comments, in addition please find attached the Fire Marshals plan review comments. Once you have revised .your plans please resubmit as a complete package in duplicate and provide a written response to each plan review comment noted below. Respectfully, Dwayne Menager Chief Inspector City of La Porte Inspections Division 281-470-5070 General Work Scope Project: Concession, Restroom and Meeting Room Building Lomax Arena 1508 Lomax School Rd La Porte, TX Provide labor and materials for the construction of concession, restroom, meeting room building, open arena electrical, and the main electrical service and its enclosure at 1508 Lomax School Rd., LaPorte, TX. CITY COPY IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. Firr4 V'"30 Page 1 of 11 Concession, Restroom, and Meeting Room Building Items to be bid and or Specifications The work includes but is not necessarily limited to the following and items to be done in conjunction with items described below. All phases of construction to be done in accordance with industry standards and 1.1 Design Codes. Also refer to drawings dated 12/11/12 (cover sheet, C1-0, A-2, A4, A-5, E-2 thru E-6, F-2, M-1, P-1 and P-2) 1.0 General CITY 2.0 Site work COPY 3.0 Cast and Place Concrete 4.0 Building 5.0 Insulation - Reference specifications on A-5 dwgs., dated 12/11/12. 6.0 CMU Walls - Reference specifications on A-2 dwgs., dated 12/11/12. 7.0 Walk doors - Reference specifications on A-5 dwgs., dated 12/11/12. 8.0 Windows - Reference specifications on A-5 dwgs., dated 12/11/12. 9.0 High security roll down shutters - Reference specifications on A-5 dwgs., dated 12/11/12. 10.0. HDPE Counter tops - Reference specifications on A-5 dwgs., dated 12/11/12. 11.0. Cabinets- Reference specifications on A-5 dwgs., dated 12/11/12. 12.0. Mechanical - Reference specifications on M-1 dwgs., dated 12/11/12. 13.0 Electrical - Reference specifications on E-2 thru E-6 dwgs., dated 12/11/12. Note: Includes open arena electrical and the main electrical service and its enclosure. 14.0 Plumbing -Reference specifications on P-1 and P-2 dwgs., dated 12/11/12. 1S`1A 15.0 Painting - Reference specifications on A-5 dwgs., dated 12/11/12. MAY Orr,/^ 16.0 Restroom partitions - Reference specifications on P-1 dwgs., dated 12/11/I Page 2 of 11 17.0 Restroom accessories (soap dispensers, paper towel dispensers, toilet paper dispensers, mirrors, coat hooks, benches, and curtains.) - Reference specifications on P-1 and P-2 dwgs., dated 12/11/12. 18.0 Flooring - Euclid super diamond clear on a slick trowel concrete finish, applied per manufacturer's specifications. 19.0 Suspended ceiling - Reference specifications on E-3 dwgs., dated 12/11/12. 20.0 Fire alarm system - Reference specifications on E-2 dwgs., dated 12/11/12. 21.0 Any other items indicated on drawings to provide a complete job. CITY COPY IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. `q.'1�11ie MAY o I Z013 Page 3 of 11 1.0 General 1.1 All work to be in conformance with: 2009 International Building Codes (IBC), 2009 International Energy Code Conservation Code (IECC), 2009 Uniform Mechanical Code (UMC), 2009 Uniform Plumbing Code (UPC), 2011 National Electrical Code (NEC), 2003 International Fire Code (IFC) 2012 Texas Accessibility Standards, including all local amendments. 1.2 Disposal of excess and waste materials: Removal from City's property, remove waste materials, trash, debris, and dispose of it off City's property. Except for soil and scrapings excavated from site. These are to be placed on site, per City's representative. 1.3 Delivery, Storage, and Handling: Store products in manufacturer's unopened packaging until ready for installation. No long term. 1.4 Project Conditions: Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits. 1.5 Warranty: At project closeout, provide to City or City's Representative an C 1 1 executed copy of the manufacturer's standard limited warranty against manufacturing defect, outlining its terms, conditions, and exclusions from COPY coverage, not less than one year. Permits: Contractor to obtain all applicable permits, including but not limited to City of La Porte. The City of La Porte permits are required at no cost to contractors. 1.7 Testing: Testing needs to be performed by The City of La Porte's designated testing laboratories at The City of La Porte's expense, such as Proctor, compaction testing, concrete, etc., and any other testing deemed necessary by The City of La Porte. Any retesting will be at the contractor's expense. 1.8 To the best of our knowledge, the plans are drawn to comply with all applicable codes. All reasonable attempts have been made in the preparation of the drawings and specifications to avoid mistakes. Contractor shall verify all dimensions, details, and specifications before construction begins. 2.0 Sitework 2.1 Project Conditions: A. Existing Utilities: Locate existing underground utilities in areas o A excavation work. If utilities are indicated to remain in place, provi C`1A adequate means of support and protection during earthwork M operations. ,Qy 1. Should uncharted, or incorrectly charted, piping or othe8y 1013 utilities be encountered during excavation, consult City representative immediately for directions. Cooperate with City and Page 4 of 11 utility companies in keeping respective services and facilities in operation. 2. Do not interrupt existing utilities serving facilities, except when permitted in writing by City of La Porte. 2.2 Structural Fill and Subgrade Preparation: A. The site should be stripped to suitable depth to remove any top soil and miscellaneous fill material. The exposed subgrade surface then should be proof -rolled. All soft or loose soils should be removed and replaces with select fill materials. B. The natural subgrade should be scarified to a minimum depth of six (6) inches. The scarified soils should them be recompacted to a minimum of 95 percent of the maximum dry density as determined by the Standard Proctor Density Test (ASTM - D698). The moisture content should range - 1% to +3% of optimum moisture. C. Structural Select fill used to elevate the grade should consist of a clean Sandy Clay with Liquid Limit less than 35 and a Plasticity Index (P.I.) between 10 and 20. D. The Structural Select fill material should be placed in maximum of eight (8) inch loose lift and compacted to a minimum of 95 percent of the maximum dry density as per ASTM D-698. The moisture content should be with -1 % to +3% of optimum moisture. E. A bedding layer of leveling sand, a maximum of two (2) inches thick Ci may be placed immediately beneath the floor slab. A vapor barrier ITyconsisting of six (6) mil plastic sheeting should be placed over the sand CO PYcushion to prevent water migration through the concrete slab. The excavations for the grade beam should be clear and free of any loose materials prior to concrete placement. F. In cut areas, the soils should be excavated to grade and the surface soils proofrolled and scaried to a minimum depth of six inches and recompacted to the previously mentioned density test at the time of construction. G. The upper twenty four (24) inches of select fill soil should not be extended beyond the building line, however should be capped with on site high plastic clay soils in order to retard any water seepage into subgrade soils. 2.3 Surface Drainage: Surface water to be directed away from the foundation soils (use a minimum of 2% with 10 feet away of foundation). No ponding of surface water allowed near the structure. The following drainage precaution should be observed during construction and at all times after the structure has been completed. A. Back fill around the structure should be a cohesive soil material which should be moistened and compacted to at least ninety (90) percent of standard proctor density. Any cohesionless soil material accumulated C7C around the perimeter of the structure during construction should be removed and not allowed to be mixed with or covered by the backfi AM material. Page 5 of 11 2.4 Dewatering: Prevent surface water and subsurface or ground water from flowing into excavations and from flooding project site and surrounding areas. A. Do not allow water to accumulate in excavations. Remove water to prevent softening of foundation bottoms, undercutting footings, and soil changes detrimental to stability of sub -grades and foundations. Provide and maintain pumps, well points, sumps, suction and discharge lines, and other dewatering system components necessary to convey water away from excavations. B. Establish and maintain temporary drainage ditches and other diversions outside excavation limits to convey rain water and water removed from excavations to collecting or runoff areas. 2.5 Placement of Excavated Materials: Stockpile excavated materials for backfill and fill on site. Contractor responsible for placement of excavated materials away from excavation. 2.6 Excavation for structures: Conform to elevations and dimensions shown within a tolerance of plus or minus 0.10 foot, and extending a sufficient distance from footing and foundations to permit placing and removal of concrete formwork, installation of services, and other construction and for inspection. A. Excavations for footings and foundations: Do not disturb bottom of excavation. Trim bottoms to required lines and grades to leave solid base to receive other work. 2.7 Backfill and fill: A. General: Place soil material in layers to required sub -grade elevations, for each area, using materials specified in this Section. 1. Under building slabs, use fill material. CITYa. Do not backfill trenches until test and inspections have been made and backfilling is authorized by City COPY of La Porte. Use care in backfilling to avoid damage or displacement of pipe systems. B. Backfill excavations as promptly as work permits, but not until completion of the following: 1. Acceptance of construction below finish grade where applicable. 2. Inspection, testing, approval, and recording locations of underground utilities have been performed and recorded. 3. Removal of concrete formwork. 4. Removal of trash and debris from excavation. 2.8 Placement and Compaction: A. Moisture Control: Where sub -grade or layer of soil material must be moisture conditioned before compaction, uniformly�� apply water to surface of sub -grade or layer of soil material. 1 Apply water in minimum quantity as necessary to prevent free M water from appearing on surface during or subsequent to qy, Qy 1 ?013 compaction operations. -� Page 6 of 11 1. Remove and replace, or scarify and air dry, soil material that is too wet to permit compaction to specified density. 2. Stockpile or spread soil material that has been removed because it is too wet to permit compaction. Assist drying by discing, harrowing, or pulverizing until moisture content is reduced to a satisfactory value. 2.9 Grading A. General: Uniformly grade areas within limits of grading under this section, including adjacent transition areas. Smooth finished surface within specific tolerances, compact with uniform levels or slopes between points where elevations are indicated or between such points and existing grades. B. Grading Outside Building Lines: Grade area adjacent to building lines to drain away from structures and to prevent ponding. Finish surfaces free from irregular surface changes and as follows: 1. Lawn or Unpaved Areas: Finish areas to receive topsoil to within not more than 0.10 foot above or below required sub - grade elevations. 2. Pavements: Shape surface of areas under pavement to line, grade, and cross-section, with finish surface not more than 1/2 inch above or below required sub -grade elevation. C. Grading surface of fill under Building Slabs: Grade smooth and even, free of voids, compacted as specified, and to required elevCITY � . n. Provide final grades within a tolerance of 1/2 inch when tested VI 1 1 10-foot straightedge. COPY 3.0 Cast and Place Concrete 3.1 3808 sq.ft. Building foundation 3.2. Concrete sidewalks 3.3 This specification designates the requirements for concrete, complete to the lines and grades shown on the plans. The thickness of the concrete and required preparation of sub grade shall be as shown on the plans. Reinforcing steel shall be as shown on the plans. 3.4 Placing of concrete: The concrete shall be placed on a, sub -grade in a manner that will require a minimum of re -handling. Workmen will not be permitted to walk in the concrete with earth or foreign materials on their boots. Concrete must be placed within 60 minutes of final mixing. Concrete shall not be placed before the time of sunrise or later than the time that will permit finishing all placed concrete during sufficient natural light. 3.5 Opening Concrete to Traffic: The concrete shall be closed to all traffic r V ` including those of the Contractor, until the concrete is at least seven(7) days old. 4y AMY Q 2013E Page 7 of 11 4.0 Pre Engineered Metal Building 4.1 In conformance with: A. AISC- American Institute of Steel Construction B. AISA - American Iron and Steel Institute C. ASTM A792 - Standard Specifications for Steel Sheet, 55 Percent Aluminum -Zinc Alloy -Coated by the Hot -Dip Process. D. ASTM A992 - Standard Specifications for Structural Steel Shapes. E. ASTM E 331 - Standard Test Method for Water Penetration of Exterior Skylights, & Doors. F. MBMA - Metal Building Manufacturer's Association G. LGSI - Light Gauge Steel Institute. 4.2 Definitions: A. Traditional Metal Building System: A building system that will use either continuous or simple span "Z" purlins for support of the roof covering material. B. Single Slope: A continuous single sloped framed building with a 24 gauge transition trim tied to the open arena building. Consisting of straight columns and tapered or straight rafters. The sidewalls girts to be continuous or simple span (by-passing the columns) C. Roof slope: Pitch expressed as inches of rise for each 12" of horizontal run. CITYD. Building width: Measured from outside to outside of sidewall secondary structural member (girt). COPY E. Building Eave Height: A nominal dimension measured from the finished floor to top flange of eave strut. F. Building length: Measured from outside to outside of endwall secondary structural member. G. Dead load: The actual weight of the building system supported by a given number. H. Roof live loads: Loads produced by maintenance activities, rain, erection activities, and other movable or moving loads but not including wind, snow, seismic, crane or dead loads. I. Roof Snow loads: Gravity load induced by the weight of snow or ice on the roof, assumed to act on the horizontal projection of the roof. J. Seismic loads: Loads acting in any direction on a structural system due to the action of an earthquake. K. Wind loads: The loads on a structure induced by the forces of wind blowing from any horizontal direction. L. Collateral loads: The weight of any non moving equipment or material such as ceilings, electrical equipment, lighting, plumbing, etc. 4.3 3808 Sq. Ft. pre-engineered metal building. Bidder to design pre- engineered metal building to the minimum codes as required by the C' of La Porte and specifications below, and per dwgs. A2, A4, and A5. 'VF Mgyo '� �?013 Page 8 otzll_ 4.4 Type and Size Single slope with a 10' high side eave extension, with a 24 gauge transition trim tied to open arena building, reference dwg. A4 transition detail. 5' purlin extension at north end wall. One on Twelve roof slope. Width: 50' Length: 76' 2" Eave Height: 16' 6" 4.5 Design Loads Live Load 20 Ibs, not reducible. Wind Load 120 mph. Building code 2009 IBC Building Code. Collateral load 3 Ibs. per Sq. Ft. Storm exposure "C". Deflection Purlin L/240. Wall panels U60. Girts U90. Wind column L/240. Frame lateral H/120. Frame vertical L/240. 1F THE APPROVED Partitions wind column L/240. MpDIP'�n C-Channel to support block wall L/240. Note: Wind columns stub down from roof line. allowed below 11'9" above finish floor. P1."IS ARE 'ITTAL Wind column not ;RIOR 4.6 Bracing Wall X-bracing not allowed. Nested portal frame reference A-2 dwg. 4.7 A die -formed closure strip shall be installed at rake trim. Rake trim and eave trim to lap minimum 3", all other trim to lap a minimum 1". 4.8 Roof and walls profile 26 gauge, 36"w x 1 1/4"h with primary ribs 12" on center, factory painted Galvalume with a minimum 20 year limited finish warranty. Galvalume panels are in conformance with ASTM A792, grade 80 30 year, coating class AZ55. 4.9 Flashing; metal closures, trim and other miscellaneous uses shall be 26 gauge steel factory painted. 4.10 Sealant for roof side laps, end laps, and flashing shall be gray, pressure sensitive, 100 percent solids, butyl based continuous tape. Width of the tape sealant shall be a minimum I" while the thickness shall be a minimum 3/32". 4.11 A closed cell, chemically cross linked, polyethylene, die formed cl strip shall be provided for installation at the eave and the rak f t eo building. All closure strips shall be formed to accommodate the MAY appropriate panels inside or outside face, as required. qy. Page 9 of 11 12013 4.12 Fasteners: A. Thru sheet screws: #12-14 x 1 1/4 inch (32mm) long life self drilling with sealing washer. B. Stitch screws: 1/4 - 14 x 7/8 inch (22mm) Lap Tek long life self - drilling with sealing. 4.13 Primary framing A. Hot dipped galvanized in accordance to ASTM A 123 B. Steel for built-up sections must conform to the requirements of ASTM A 1011, A 529, A 572, or A 36 as applicable, with minimum yield of 42, 46, 50, or 55 ksi as indicated by the design requirements. C. All hot rolled structural shapes used in building fabrications shall conform to ASTH A36 or A992 with a minimum yield of 30 or 50 ksi. D. Roof x-bracing as required will conform to ASTM A 36 for rod and angle bracing or ASTM A 475 for cable bracing. 4.14 Secondary framing: Pre galvanized A. Steel used to form purlins, girts, and eave struts must meet the requirements of ASTM A 1011 Grade 55, or ASTM A 653 Grade 50 with a minimum yield of 55 ksi. B. Design thickness: the following thicknesses shall be used: 1. Gauge: 16 - 0.059 Inches (1.50 mm). 2. Gauge: 14 - 0.070 Inches (1.78 mm). 3. Gauge: 13 - 0.085 Inches (2.16 mm). 4. Gauge: 12 - 0.105 Inches (2.67 mm). C. Purlin Extensions: Overhanging or projecting roof structure at the end of a building. 4.15 Accessories A. Pipe flashing: Aluminum base with EPDM boot. The base flange must bend to form a seal with surface irregularities or roof pitch. 4.16 Fabrication: A. General 1. Shop fabricate all framing member for bolted assembly. The surfaces of the bolted connections must be smooth and free from burrs or distortions. 2. Shop connections must conform to the manufacturer's standard design practices as defined in this section. C I T/ Certification of welder qualifications will be furnished to the 1 City 10 days prior to fabrication. CODV 3. All framing members must carry and identifying mark. 1 B.iPrimary Framing: 1. Plates, Stiffeners and Related Members: Factory weld base plates, splice plates, cap plates, and stiffeners into place on the structural members. 2. Bolt holes and related machining: Shop fabricate base �� plates, splices and flanges to include bolt connection holes. �i� Shop fabricate webs to include bracing holes. JMAY 0 gr_ 2013 Page 10 of 11 3. Secondary structural connections (purlins and girts) to be ordinary bolted connections, which may include welded clips. 4. Manufacturer is responsible for all welding inspection in accordance with the manufactures' AISC - MB category and IAS certifications. Special inspections by the City may be done in the manufacturer's facility. 4.17 Submittals: A. Product Data: Manufacturer's data sheet on each product to be used, including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation methods. B. Shop Drawings: Provide complete erection drawings for the proper identification and assembly of all building components. Drawings will show anchor bolts settings, transverse cross -sections, sidewall, endwall and roof framing, flashing and sheeting, and accessory installation details. C. Selection samples: For each finish product specified, two complete sets of color chips representing manufacturer's full range of available colors and patterns. D. Certifications: Shop drawings and design analysis shall bear the State of Texas seal of a registered professional engineer. Design analysis shall be furnished by manufacturer 10 days prior to fabrication and approved by City. E. Bill of Materials: Bill of materials shall be furnished and shall include items weights, if requested. F. Welder's Certifications: Certification of welder qualifications shall be fumished to the city. 4.18 Quality Assurance A. Manufacturer/ Fabricator Qualifications: All primary products specified in this section will be supplied by a single AISC - MB category certified Manufacturer/Fabricator with a minimum of (10) years experience. B. Manufacturer/ Fabricator Qualifications: All primary products specified in this section will be supplied by a single IAS certified Manufacturer/Fabricator with a minimum of five (5) years experience. C. Erector Qualifications: All products listed in this section are to be installed by a single installer with a minimum of five (5) years demonstrated experience in installing products of the same type and scope as specified. D. Design: Standard drawings and design analysis must bear the State of Texas seal of an registered professional engineer upon request from City. Design analysis muat be on file and furnished by manufacturer 10 days prior to fabricatioru I Y COPY c�e�� o 1 ?013 Page 11 of 11 IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OQCUBRIM a 7 W1 General Work Scooe Project: Open Arena Lomax Arena 1508 Lomax School Rd La Porte, TX Provide labor and materials for the open arena including replacement footing caps, new footings, along with pre-engineered metal building at 1508 Lomax School Rd., La Porte, TX. CITY Copy li��gto IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQU 7-0 13 IRED PRIOR TO THE CHANGE OCCURRING. firr �630 Page 1 of 7 Open Arena Items to be bid and or Specifications The work includes but is not necessarily limited to the following and items to be done in conjunction with items described below. All phases of construction to be done in accordance with industry standards and 1.1 Design Codes. Also refer to drawings dated 12/11/12 (cover sheet, CI-0, A-3, A-4, and F-3) 1.0 General 2.0 Cast and Place Concrete 3.0 Building 4.0 Any other items indicated on drawings to provide a complete job. C'r Copy IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHgNGE OCCURRING. t llfe� AN 11013 Page 2 of 7 1.0 General 1.1 All work to be in conformance with: 2009 International Building Codes (IBC), 2009 International Energy Code Conservation Code (IECC), 2009 Uniform Mechanical Code (UMC), 2009 Uniform Plumbing Code (UPC), 2011 National Electrical Code (NEC), 2003 International Fire Code (IFC) including all local amendments. 1.2 Disposal of excess and waste materials: Removal from City's property, remove waste materials, trash, debris, and dispose of it off City's property. Except for soil and scrapings excavated from site. These are to be placed on site, per City's representative. 1.3 Delivery, Storage, and Handling: Store products in manufacturer's unopened packaging until ready for installation. No longterm. 1.4 Project Conditions: Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits. 1.5 Warranty: At project closeout, provide to City or City's Representative an executed copy of the manufacturer's standard limited warranty against CImanufacturing defect, outlining its terms, conditions, and exclusions from coverage, not less than one year. COPPermits: Contractor to obtain all applicable permits, including but not T limited to City of La Porte. The City of La Porte permits are required at no cost to contractors. 1.7 Testing: Testing needs to be performed by The City of La Porte's designated testing laboratories at The City of La Porte's expense, such as Proctor, compaction testing, concrete, etc., and any other testing deemed necessary by The City of La Porte. Any retesting will be at the contractor's expense. 1.8 To the best of our knowledge, the plans are drawn to comply with all applicable codes. All reasonable attempts have been made in the preparation of the drawings and specifications to avoid mistakes. Contractor shall verify all dimensions, details, and specifications before construction begins.^ 2.0 Cast and Place Concrete A * 0 , AL 2.1 Building foundation piers to support a 180' x 350' x 22' building, per 1013 F-3. 2.2 Reinforcing steel shall be as shown on the plans. 2.3 Placing of concrete: The concrete shall be placed on a sub -grade in a manner that will require a minimum of re -handling. Workmen will not be permitted to walk in the concrete with earth or foreign materials on their boots. Any concrete not placed within 60 minutes of final mixing. Concrete shall not be placed before the time of sunrise or later than the Page 3 of 7 time that will permit finishing all placed concrete during sufficient natural light. 3.0 Pre Engineered Metal Building 3.1 In conformance with: A. AISC- American Institute of Steel Construction B. AISA - American Iron and Steel Institute C. ASTM A792 - Standard Specifications for Steel Sheet, 55 Percent Aluminum -Zinc Alloy -Coated by the Hot -Dip Process. D. ASTM A992 - Standard Specifications for Structural Steel Shapes. E. ASTM E 331 - Standard Test Method for Water Penetration of Exterior Skylights, & Doors. F. MBMA - Metal Building Manufacturer's Association G. LGSI - Light Gauge Steel Institute. 3.2 Definitions: A. Traditional Metal Building System: A building system that will use either continuous or simple span "Z" purlins for support of the roof covering material. B. Gable Symmetrical: A continuous framed building with a a ridge in the center of the building. Consisting of tapered or straight columns and tapered or straight rafters. The sidewalls girls may be continuous or simple span (by-passing the columns) End walls girls to be flush simple span between wind column. C. Roof slope: Pitch expressed as inches of rise for each 12" of horizontal run. C ITY D. Building width: Measured from outside to outside of sidewall secondary structural member (girt). COPYE. Building Eave Height: A nominal dimension measured from the finished floor to top flange of eave strut. F. Building length: Measured from outside to outside of endwall secondary structural member. G. Dead load: The actual weight of the building system supported by a given number. H. Roof live loads: Loads produced by maintenance activities, rain, erection activities, and other movable or moving loads but not including wind, snow, seismic, crane or dead loads. I. Roof Snow loads: Gravity load induced by the weight of snow or ice on the roof, assumed to act on the horizontal projection of the roof. J. Seismic loads: Loads acting in any direction on a structural system due to the action of an earthquake. K. Wind loads: The loads on a structure induced by the forces of wi Al blowing from any horizontal direction. M 4Y �y 1 ?413 Page 4 of 7 L. Auxiliary loads: Dynamic loads induced by Big Ass Fans. M. Collateral loads: The weight of any non moving equipment such as electrical equipment, transformer, and lighting. 3.3 63,000 Sq. Ft. pre-engineered metal building. Bidder to design pre- engineered metal building to the minimum codes as required by the City of La Porte and specifications below, and per dwgs. A-3 and A-4. 3.4 Type and Size Gabled symmetrical with modular span (2) Interior columns supporting rafters of main frames shall be pipe. One on Twelve roof slope. Width: 180' Length: 350' Eave Height: 22' Wind columns stub down and brace back from end wall. Column not allowed below 11'9" above finish floor. 3.5 Design Loads Live Load 20 Ibs, reducible. Wind Load 120 mph. Building code 2009 IBC Building Code. Collateral load 3 lbs. per Sq. Ft. for lighting and electrical, plus transformer platform to hold 75 kva transformer. Storm exposure "C". Auxiliary load to support transformer platform and Big Ass fans, reference dwgs. A-3 3.6 Bracing Wall X-bracing allowed as required will conform to ASTM A 36 for rod and angle bracing, except in bays shown. X bracing not allowed. CITY.Reference dwg. A-4 7 A die -formed closure strip shall be installed at rake trim. COPYRake trim and eave trim to lap minimum 3", all other trim to lap a minimum 1". 3.8 Roof and walls profile 26 gauge, 36"w x 1 1/4"h with primary ribs 12" on center, factory painted Galvalume with a minimum 20 year limited finish warranty. Galvalume panels are in conformance with ASTM A792, grade 80 30 year, coating class AZ55. 3.9 Flashing; metal closures, trim and other miscellaneous uses shall be 26 gauge steel factory painted. 3.10 Sealant for roof side laps, end laps, and flashing shall be gray, pressure sensitive, 100 percent solids, butyl based continuous tape. Width of the tape sealant shall be a minimum 1" while the thickness shall be a minimum 3/32". 3.11 A closed cell, chemically cross linked, polyethylene, die formed closure strip shall be provided for installation at the eave and the rake of the building. All closure strips shall be formed to accommodate the appropriate panels inside or outside face, as required. ECEIVE Page 5of7 MAY 0 1 2013 fty. 3.12 Fasteners: A. Thru sheet screws: #12-14 x 1 1/4 inch (32mm) long life self drilling with sealing washer. B. Stitch screws: 1/4 - 14 x 7/8 inch (22mm) Lap Tek long life self - drilling with sealing. 3.13 Primary framing A. Hot dipped galvanized in accordance to ASTM A123 B. Steel for built-up sections must conform to the requirements of ASTM A 1011, A 529, A 572, or A 36 as applicable, with minimum yield of 42, 46, 50, or 55 ksi as indicated by the design requirements. C. All hot rolled structural shapes used in building fabrications shall conform to ASTH A36 or A992 with a minimum yield of 30 or 50 ksi. D. Roof x-bracing as required will conform to ASTM A 36 for rod and angle bracing or ASTM A 475 for cable bracing. 3.14 Secondary framing: Pre galvanized A. Steel used to form purlins, girts, and eave struts must meet the requirements of ASTM A 1011 Grade 55, or ASTM A 653 Grade 50 with a minimum yield of 55 ksi. B. Design thickness: the following thicknesses shall be used: 1. Gauge: 16 - 0.059 Inches (1.50 mm). 2. Gauge: 14 - 0.070 Inches (1.78 mm). 3. Gauge: 13 - 0.085 Inches (2.16 mm). 4. Gauge: 12 - 0.105 Inches (2.67 mm). 3.15 Accessories A. Light Transmitting Panels (skylight): Through -fastened translucent panel formed with the same profile of the roof panel in place of roof panel sheets to supply natural light to the building, with UL 90 rating. 3.16 Fabrication: A. General 1. Shop fabricate all framing member for bolted assembly. The CIS S surfaces of the bolted connections must be smooth and free ' �/ from burrs or distortions. COp` . 2. Shop connections must conform to the manufacturer's �/ standard design practices as defined in this section. Certification of welder qualifications will be furnished to the City 10 days prior to fabrication. 3. All framing members must carry and identifying mark. B. Primary Framing: 1. Plates, Stiffeners and Related Members: Factory weld base plates, splice plates, cap plates, and stiffeners into place on the structural members. 2. Bolt holes and related machining: Shop fabricate base plates, splices and flanges to include bolt connection holes. Shop fabricate webs to include bracing holes. 3. Secondary structural connections (purlins and girts) to be ordinary bolted connections, which may include welded clips. Page 6 of 7 4. Manufacturer is responsible for all welding inspection in accordance with the manufactures' AISC - MB category and IAS certifications. Special inspections by the City may be done in the manufacturer's facility. 3.17 Submittals: A. Product Data: Manufacturer's data sheet on each product to be used, including: I. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation methods. B. Shop Drawings: Provide complete erection drawings for the proper identification and assembly.of all building components. Drawings will show anchor bolts settings, transverse cross -sections, sidewall, endwall and roof framing, flashing and sheeting, and accessory installation details. C. Selection samples: For each finish product specified, two complete sets of color chips representing manufacturer's full range of available colors and patterns. D. Certifications: Shop drawings and design analysis shall bear the State of Texas seal of a registered professional engineer. Design analysis shall be furnished by manufacturer 10 days prior to fabrication and approved by City. E. Bill of Materials: Bill of materials shall be furnished and shall include items weights, if requested. F. Welder's Certifications: Certification of welder qualifications shall be furnished to the city. 3.18 Quality Assurance A. Manufacturer/ Fabricator Qualifications: All primary products specified in this section will be supplied by a single AISC - MB category certified Manufacturer/Fabricator with a minimum of (10) years experience. B. Manufacturer/ Fabricator Qualifications: All primary products specified in this section will be supplied by a single IAS certified Manufacturer/Fabricator with a minimum of five (5) years experience. C. Erector Qualifications: All products listed in this section are to be installed by a single installer with a minimum of five (5) years demonstrated experience in installing products of the same type and scope as specified. D. Design: Standard drawings and design analysis must bear the State of Texas seal of an registered professional engineer upon request from City. Design analysis must be on file and furnished by manufacturer 10 days prior to fabrication. CITY COPY RAY IF THE APPROVED PLANS ARE Page 7 of 7 •AODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR t"O THE CHANGE OCCURRING. General Work Scope Project: Storage Building Lomax Arena 1508 Lomax School Rd La Porte, TX Provide labor and materials for the construction of storage building, at 1508 Lomax School Rd., LaPorte, TX. CITY T COPY lr rr4 if 0-430 F. ..CEIVE MAY 0 12013 Page 1 of 10 Storage Building Items to be bid and or Specifications The work includes but is not necessarily limited to the following and items to be done in conjunction with items described below. All phases of construction to be done in accordance with industry standards and 1.1 Design Codes. Also refer to drawings dated 12/11/12 (cover sheet, CI-0, A-1, E-1 and F-1) 1.0 General 2.0 Temporary Fencing 3.0 Site work 4.0 Cast and Place Concrete 5.0 Building 6.0 Walk doors - Reference specifications on A-5 dwgs., dated 12/11/12. 7.0 Overhead doors - Reference specifications on A-1 dwgs., dated 12/11/12. 8.0 Interior fencing - Reference specifications on A -I dwgs., dated 12/11/12. 9.0 Electrical - Reference specifications on E-I dwgs., dated 12/11/12. 10.0 Existing fencing -Reference A-1 dwg., dated 12/11/12. 11.0 Any other items indicated on drawings to provide a complete job. Alternate #1 - Galvanized secondary framing on pre-engineered building. Alternate #2 - Hot dipped galvanized on primary framing on pre-engineered building. CITY COPY hit: IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. -k.;EOVE MAY 0 1 2013 Page 2 of 10 E 1.0 General 1.1 All work to be in conformance with: 2009 International Building Codes (IBC), 2009 International Energy Code Conservation Code (IECC), 2009 Uniform Mechanical Code (UMC), 2009 Uniform Plumbing Code (UPC), 2011 National Electrical Code (NEC), 2003 International Fire Code (IFC) 2012 Texas Accessibility Standards, including all local amendments. 1.2 Disposal of excess and waste materials: Removal from City's property, remove waste materials, trash, debris, and dispose of it off City's property. Except for soil and scrapings excavated from site. These are to be placed on site, per City's representative. 1.3 Delivery, Storage, and Handling: Store products in manufacturer's unopened packaging until ready for installation. No long term. 1.4 Project Conditions: Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits. 1.5 Warranty: At project closeout, provide to City or City's Representative an executed copy of the manufacturer's standard limited warranty against manufacturing defect, outlining its terms, conditions, and exclusions from coverage, not less than one year. 1.6 Permits: Contractor to obtain all applicable permits, including but not limited to City of La Porte. The City of La Porte permits are required at no cost to contractors. 1.7 Testing: Testing needs to be performed by The City of La Porte's designated testing laboratories at The City of La Porte's expense, such as Proctor, compaction testing, concrete, etc., and any other testing deemed necessary by The City of La Porte. Any retesting will be at the contractor's expense. 1.8 To the best of our knowledge, the plans are drawn to comply with all applicable codes. All reasonable attempts have been made in the preparation of the drawings and specifications to avoid mistakes. Contractor shall verify all dimensions, details, and specifications before construction begins. 2.0 Temporary Fencing 2.1 Provide, in ove approximately 1201f of 6' high chain link fencing dur II h ses of construction to secure water tower and job site area. COPY ECE� VE MAY 0 12013 ey. Page 3 of 10 3.0 Sitework 3.1 Project Conditions: A. Existing Utilities: Locate existing underground utilities in areas of excavation work. If utilities are indicated to remain in place, provide adequate means of support and protection during earthwork operations. 1. Should uncharted, or incorrectly charted, piping or other utilities be encountered during excavation, consult City representative immediately for directions. Cooperate with City and utility companies in keeping respective services and facilities in operation. 2. Do not interrupt existing utilities serving facilities, except when permitted in writing by City of LaPorte. 3.2 Structural Fill and Subgrade Preparation: A. The site should be stripped to suitable depth to remove any top soil and miscellaneous fill material. The exposed subgrade surface then should be proof -rolled. All soft or loose soils should be removed and replaces with select fill materials. B. The natural subgrade should be scarified to a minimum depth of six (6) inches. The scarified soils should them be recompacted to a minimum of 95 percent of the maximum dry density as determined by the Standard Proctor Density Test (ASTM - D698). The moisture content should range - 1 % to +3% of optimum moisture. C. Structural Select fill used to elevate the grade should consist of a clean Sandy Clay with Liquid Limit less than 35 and a Plasticity Index (P.I.) between 10 and 20. D. The Structural Select fill material should be placed in maximum of eight (8) inch loose lift and compacted to a minimum of 95 percent of the maximum dry density as per ASTM D-698. The moisture content should CITY�"�e be with -1 % to +3% of optimum moisture. T E. A bedding layer of leveling sand, a maximum of two (2) inches thick COPY may be placed immediately beneath the floor slab. A vapor barrier consisting of six (6) mil plastic sheeting should be placed over the sand cushion to prevent water migration through the concrete slab. The excavations for the grade beam should be clear and free of any loose materials prior to concrete placement. F. In cut areas, the soils should be excavated to grade and the surface soils proofrolled and scaried to a minimum depth of six inches and recompacted to the previously mentioned density test at the time of construction. G. The upper twenty four (24) inches of select fill soil should not be extended beyond the building line, however should be capped with on site high plastic clay soils in order to retard any water seepage into subgrade soils. 3.3 Surface Drainage: Surface water to be directed away from the foundation soils (use a minimum of 2% with 10 feet away of foundation). No ponding _CEIVE Page 4of10 MAY 0 1 2013 • of surface water allowed near the structure. The following drainage precaution should be observed during construction and at all times after the structure has been completed. A. Back fill around the structure should be a cohesive soil material which should be moistened and compacted to at least ninety (90) percent of standard proctor density. Any cohesionless soil material accumulated around the perimeter of the structure during construction should be removed and not allowed to be mixed with or covered by the backfill material. 3.4 Dewatering: Prevent surface water and subsurface or ground water from flowing into excavations and from flooding project site and surrounding areas. A. Do not allow water to accumulate in excavations. Remove water to prevent softening of foundation bottoms, undercutting footings, and soil changes detrimental to stability of sub -grades and foundations. Provide and maintain pumps, well points, sumps, suction and discharge lines, and other dewatering system components necessary to convey water away from excavations. B. Establish and maintain temporary drainage ditches and other diversions outside excavation limits to convey rain water and water removed from excavations to collecting or runoff areas. 3.5 Placement of Excavated Materials: Stockpile excavated materials for backfill and fill on site. Contractor responsible for placement of excavated materials away from excavation. 3.6 Excavation for structures: Conform to elevations and dimensions shown within a tolerance of plus or minus 0.10 foot, and extending a sufficient distance from footing and foundations to permit placing and removal of concrete formwork, installation of services, and other construction and for inspection. A. Excavations for footings and foundations: Do not disturb bottom of excavation. Trim bottoms to required lines and grades to leave solid base to receive other work. 3.7 Backfill and fill: A. General: Place soil material in layers to required sub -grade CITY�`+�/ elevations, for each area, using materials specified in this Section. 1. Under building slabs, use fill material. COPY a. Do not backfill trenches until test and inspections have been made and backfilling is authorized by City of La Porte. Use care in backfilling to avoid damage or displacement of pipe systems. B. Backfill excavations as promptly as work permits, but not until completion of the following: C 1. Acceptance of construction below finish grade where applicable. 2. Inspection, testing, approval, and recording locations MAY o j ?013 underground utilities have been performed and recordedd ; Page 5 of 10 3. Removal of concrete formwork. 4. Removal of trash and debris from excavation. 3.8 Placement and Compaction: A. Moisture Control: Where sub -grade or layer of soil material must be moisture conditioned before compaction, uniformly apply water to surface of sub -grade or layer of soil material. Apply water in minimum quantity as necessary to prevent free water from appearing on surface during or subsequent to compaction operations. 1. Remove and replace, or scarify and air dry, soil material that is too wet to permit compaction to specified density. 2. Stockpile or spread soil material that has been removed because it is too wet to permit compaction. Assist drying by discing, harrowing, or pulverizing until moisture content is reduced to a satisfactory value. 3.9 Grading A. General: Uniformly grade areas within limits of grading under this section, including adjacent transition areas. Smooth finished surface within specific tolerances, compact with uniform levels or slopes between points where elevations are indicated or between such points and existing grades. B. Grading Outside Building Lines: Grade area adjacent to building lines to drain away from structures and to prevent ponding. Finish surfaces free from irregular surface changes CITY and as follows: 1. Lawn or Unpaved Areas: Finish areas to receive topsoil to coY within not more than 0.10 foot above or below required sub- r grade elevations. 4.0 2. Pavements: Shape surface of areas under pavement to line, grade, and cross-section, with finish surface not more than 1/2 inch above or below required sub -grade elevation. C. Grading surface of fill under Building Slabs: Grade smooth and even, free of voids, compacted as specified, and to required elevation. Provide final grades within a tolerance of 1/2 inch when tested with a 10-foot straightedge. COPY SPY Cast and Place Concrete (J 4.1 Building foundation 40' x 60', per dwgs. 4.2 Concrete aprons per dwgs. 4.3 Reinforcing steel shall be as shown on the dwgs. 4.4 Placing of concrete: The concrete shall be placed on a sub -grade in a manner that will require a minimum of re -handling. Workmen will not be permitted to walk in the concrete with earth or foreign materials on their boots. Any concrete not placed within 60 minutes of final mixing. Page 6 of 10 9 Concrete shall not be placed before the time of sunrise or later than the time that will permit finishing all placed concrete during sufficient natural light. 5.0 Pre Engineered Metal Building 5.1 In conformance with: A. AISC- American Institute of Steel Construction B. AISA - American Iron and Steel Institute C. ASTM A792 - Standard Specifications for Steel Sheet, 55 Percent Aluminum -Zinc Alloy -Coated by the Hot -Dip Process. D. ASTM A992 - Standard Specifications for Structural Steel Shapes. E. ASTM E 331 - Standard Test Method for Water Penetration of Exterior Skylights, & Doors. F. MBMA - Metal Building Manufacturer's Association G. LGSI - Light Gauge Steel Institute. 5.2 Definitions: A. Traditional Metal Building System: A building system that will use either continuous or simple span "Z" purlins for support of the roof covering material. B. Gable Symmetrical: A continuous framed building with a a ridge in the center of the building. Consisting of tapered or straight columns and tapered or straight rafters. The sidewalls girts may be continuous or simple span (by-passing the columns) End walls girts to be flush simple span between wind column. C. Roof slope: Pitch expressed as inches of rise for each 12" of CITY horizontal run. D. Building width: Measured from outside to outside of sidewall COPI]` ' secondary structural member (girt). Y E. Building Eave Height: A nominal dimension measured from the finished floor to top flange of eave strut. F. Building length: Measured from outside to outside of endwall secondary structural member. G. Dead load: The actual weight of the building system supported by a given number. H. Roof live loads: Loads produced by maintenance activities, rain, erection activities, and other movable or moving loads but not including wind, snow, seismic, crane or dead loads. I. Roof Snow loads: Gravity load induced by the weight of snow or is on the roof, assumed to act on the horizontal projection of the roof. J. Seismic loads: Loads acting in any direction on a structural system By due to the action of an earthquake. K. Wind loads: The loads on a structure induced by the forces of wind blowing from any horizontal direction. L. Collateral loads: The weight of any non moving equipment such as electrical equipment, and lighting. Page 7 of 10 5.3 2,400 Sq. Ft. pre-engineered metal building. Bidder to design pre- engineered metal building to the minimum codes as required by the City of La Porte and specifications below, and per dwgs. A-1 . 5.4 Type and Size Gabled symmetrical One on Twelve roof slope. Width: 40' Length: 60' Eave Height: 14' Wind columns stub down and brace back from end wall. Column not allowed below 11'9" above finish floor. 5.5 Design Loads Live Load 20 Ibs, reducible. Wind Load 120 mph. Building code 2009 IBC Building Code. Collateral load .5 Ibs. per Sq. Ft. for lighting and electrical. Storm exposure "C". 5.6 Bracing Wall X-bracing allowed except in bays shown with overhead doors. Reference dwg. A-1. 5.7 A die -formed closure strip shall be installed at rake trim. Rake trim and eave trim to lap minimum 3", all other trim to lap a minimum V. 5.8 Roof and walls profile 26 gauge, 36"w x 1 1/4"h with primary ribs 12" on center, factory painted Galvalume with a minimum 20 year limited finish warranty. Galvalume panels are in conformance with ASTM A792, grade 80 30 year, coating class AZ55. 5.9 Flashing; metal closures, trim and other miscellaneous uses shall be 26 gauge steel factory painted. 5.10 Sealant for roof side laps, end laps, and flashing shall be gray, pressure sensitive, 100 percent solids, butyl based continuous tape. Width of the tape sealant shall be a minimum 1" while the thickness shall be a minimum 3/32". 5.11 A closed cell, chemically cross linked, polyethylene, die formed closure strip shall be provided for installation at the eave and the rake of the building. All closure strips shall be formed to accommodate the appropriate panels inside or outside face, as required. 5.12 Fasteners: A. Thru sheet screws: #12-14 x 1 1/4 inch (32mm) long life self drilling with sealing washer. �1 B. Stitch screws: 1/4 - 14 x 7)C' Ih 2 nm) Lap Tek long life self - drilling with sealing. COPY �C MAY 0 1 ?013 f` TtiP.F°r;^V nt pr Page 8of10 5.13 Primary framing A. Red oxide primer B. Steel for built-up sections must conform to the requirements of ASTM A 1011, A 529, A 572, or A 36 as applicable, with minimum yield of 42, 46, 50, or 55 ksi as indicated by the design requirements. C. All hot rolled structural shapes used in building fabrications shall conform to ASTH A36 or A992 with a minimum yield of 30 or 50 ksi. D. Roof x-bracing as required will conform to ASTM A 36 for rod and angle bracing or ASTM A 475 for cable bracing. 5.14 Secondary framing: A. Red oxide primer, except for pre galvanized base angle and over head door openings. B. Steel used to form purlins, girts, and eave struts must meet the requirements of ASTM A 1011 Grade 55, or ASTM A 653 Grade 50 with a minimum yield of 55 ksi. C. Design thickness: the following thicknesses shall be used: 1. Gauge: 16 - 0.059 Inches (1.50 mm). 2. Gauge: 14 - 0.070 Inches (1.78 mm). 3. Gauge: 13 - 0.085 Inches (2.16 mm). 4. Gauge: 12 - 0.105 Inches (2.67 mm). 5.15 Accessories A. Light Transmitting Panels (skylight): Through -fastened translucent panel formed with the same profile of the roof panel in place of roof panel sheets to supply natural light to the building, with UL 90 rating. 5.16 Fabrication: A. General I. Shop fabricate all framing member for bolted assembly. The surfaces of the bolted connections must be smooth and free from burrs or distortions. 2. Shop connections must conform to the manufacturer's CITY standard design practices as defined in this section. CAPCertification of welder qualifications will be furnished to the Y City 10 days prior to fabrication. 3. All framing members must carry and identifying mark. B. Primary Framing: 1. Plates, Stiffeners and Related Members: Factory weld base plates, splice plates, cap plates, and stiffeners into place on the structural members. IF THE APPROVED PLANS ARI�' Bolt holes and related machining: Shop fabricate base MODIFIED, A NEW SUBMITTAplates, splices and Shop fabricate webs flanges to include bolt connection holes. TO THE CITY IS REQUIRED PRIO11 Secondary structural connections (purlins and girts) to be TO THE CHANGE OCCURRINGordinary bolted connections, which may include welded clips. 4. Manufacturer is responsible for all welding inspection in I accordance with the manufactures' AISC - MB category and Page 9 of 10 MAr� 1?013 IAS certifications. Special inspections by the City may be done in the manufacturer's facility. 5.17 Submittals: A. Product Data: Manufacturer's data sheet on each product to be used, including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation methods. B. Shop Drawings: Provide complete erection drawings for the proper identification and assembly of all building components. Drawings will show anchor bolts settings, transverse cross -sections, sidewall, endwall and roof framing, flashing and sheeting, and accessory installation details. C. Selection samples: For each finish product specified, two complete sets of color chips representing manufacturer's full range of available colors and patterns. D. Certifications: Shop drawings and design analysis shall bear the State of Texas seal of a registered professional engineer. Design analysis shall be furnished by manufacturer 10 days prior to fabrication and approved by City. E. Bill of Materials: Bill of materials shall be furnished and shall include items weights, if requested. F. Welder's Certifications: Certification of welder qualifications shall be furnished to the city. 5.18 Quality Assurance A. Manufacturer/ Fabricator Qualifications: All primary products specified in this section will be supplied by a single AISC - MB category certified Manufacturer/Fabricator with a minimum of (10) years experience. B. Manufacturer/ Fabricator Qualifications: All primary products specified in this section will be supplied by a single IAS certified Manufacturer/Fabricator with a minimum of five (5) years experience. C. Erector Qualifications: All products listed in this section are to be installed by a single installer with a minimum of five (5) years demonstrated experience in installing products of the same type and scope as specified. D. Design: Standard drawings and design analysis must bear the State of Texas seal of an registered professional engineer upon request from City. Design analysis must be on file and fumished by manufacturer 10 days prior to fabrication. CITY COPY r4���®�� vy. 1 ?013 Page 10 of 10 IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. r CODE CONSULTANTS, INC. P.O. BOX 2301 FRIENDSWOOD, TX 77549-2301 OFFICE: 281-554-4202 FAX: 281-554-4204 COMcheck Software Version 3.9.1 Envelope Compliance Certificate 2009 IECC Section 1: Project Information Project Type: New Construction Project Title : City of La Porte Lomax Park Improvements Construction Site: Owner/Agent: Designer/Contractor. Concession Building Follis Construction 1508 Lomax School Road 111 N. Broadway La Porte, TX T7573 La Porte, TX 77571 Section 2: General Information CITY Building Location (for weather data): La Porte, Texas Copy ,�I Climate Zone: 2a y Building Type for Envelope Requirements: Non -Residential Vertical Glazing / Wail Area Pct: 3% . Activity Type(s) Floor Area Retail 3808 Section 3: Requirements Checklist IF Climat"peci is Requirements: TO THE CITYIc p�W SUB►yITTAL Component Name/Descdption Gross Area Cavity Cd-nQ TIProposed Budli @UIRED PRIOR or PerimeterR-Value R-Value U-FaotorAlUzFactona> Roof 1: Metal Building, Standing Seam 3808 13.0 13.0 0.040 0.055 ""URRIPJr,; Exterior Wall 1: Concrete Block:8', Partially Grouted, Cells 3200 - 7.0 0.071 0.151 Insulated,Medium Density, Furring: None (b) Window 1: Metal Frame:Double Pone with Low-E, Clear, SHGC 60 - - 0.700 0.750 0.40, PF 1.00 Window 2: Metal Frame:Double Pane with Low-E, Clear, SHGC 25 - - 0.700 0.750 0.33, PF 0.50 Door 1: Insulated Metal, Swinging 126 - - 0.600 0.700 (a) Budget Li -factors are used for software baseline calmlatlons ONLY, and are not code requirements. (b) CMU Insulated cells must be filled with a material having a maximum thermal conductivity of 0.44 Btu 1n.1h-ft2-degrees R Perlite, vermiculite, polystyrene beads, or spray foam as defined in ASHRAE 2009 Handbook of Fundamentals meet this requirement Other materials require documentation of thermal conductivity. Air Leakage, Component Certification, and Vapor Retarder Requirements: ❑ 1. All joints and penetrations are caulked, gasketed or covered with a moisture vapor -permeable wrapping material installed In accordance with the manufacturer's installation instructions. ❑ 2. Windows, doors, and skylights certified as meeting leakage requirements. -- - - - -- ---- - ... -_..._.._.. -.. - _e-- --. -....-,--- ------._- .._._. -. _...__...-------- -- -- B Prej filename: : City of se Porte Lomax Perk Docu emanb Report date: Porte 3 cea Data filename: C:\ Users\ Linda A. Taylor\ Documenb\ COMcheck\ La Porte Lomax Park Concession Bklg.cck Page �•0 11- 7 MAY 0 1 20137E 6Y.•__ ❑ 3. Corpponent R-values & U-facts aeled as certified. ❑ 4. No roof insulation Is Installed on a suspended ceiling with removable ceiling panels. ❑ 5. 'Other components have supporting documentation for proposed U-Factors. . 0 6. Insulation Installed according to manufacturers instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. 0 7. Steir, elevator shaft vents, and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. ❑ 8. Cargo doors and loading dock doors are weather sealed. ❑ 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283, are sealed with gasket or caulk. Section 4: Compliance Statement Compliance Statement., The proposed envelope design represented In this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 20091ECC requirements in COMcheck Version 3.9.1 and to comply with the mandatory requirements in the Requirements Checklist Linda A. Taylor, ICC Commercial Energy A . Lk t` Plans Examiner #5168830 °°°...��� L CITY Copy 0Y17rl DV1.3 IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING `1`1�1 ke,. sV MAY 0 1-2013 Pct Cityof La Porte Lomax Park Improvements Report data: 0...... rojeTWe: 3 Data filename: CA Users\ Linda A. Taylon Documents\ COMchedA La Porte Lomax Park Concession Bldg.ock Page 2 COMcheck Software Version 3.9.1 Interior Lighting Compliance Certificate 2009 I ECC Section 1: Project Information Project Type: New Construction Project Title : City of La Porte Lomax Park Improvements Construction Site: Owner/Agent: Concession Building 1508 Lomax School Road La Porte, TX 77573 Section 2: Interior Lighting and Power Calculation CITY Copy Designer/Contractor. Follis Construction Ill N. Broa y� La Porte, Tx»571HE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR A B TOcTHE CHANGE OCCURRING. Area Category Floor Area Allowed Allowed Watts (fl2) Watts Ifl2 (B x C) Retail 3808 15 5712 5712 Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lampa/ *of Fixture (C X D) Fixture Fixtures Watt Retail (3808 sq.fL) Linear Fluorescent 1: 48" T8 32W / Electronic 4 25 128 3200 Total Proposed Watts - 3200 Section 4: Requirements Checklist Lighting Wattage: ❑ t. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies >�®� 5712 3200 YES MAY 0 1 Controls, Switching, and Wiring: Ry ZQ 13 ❑ 2. Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate i ht zones adjacent to vertical fenestration. ❑ 3. Daylight zones have individual lighting controls independent from that of the general area lighting. Exceptions: Contiguous daylight zones spanning no more than two orientations are allowed to be controlled by a single controlling .-Pc----'fLi ------- Project Title: City of La Porte Lomax Park Improvements Report date: 02125113 Data filename: CA Users\ Linda A Taybn Documents\ COMcheck\ La Porte Lomax Park Concession BIrlg.ock Page 3 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. ❑ 4. Independent controls for each space (switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. ❑ 5. Master switch at entry to hotel/motel guest room. ❑ 6. Individual dwelling units separately metered. ❑ 7. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. O 8. 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. Exceptions: Only one luminaire in space. An occupant -sensing device controls the area. The area is a corridor, storeroom, restroom, public lobby or sleeping unit. Areas that use less than 0.6 Watta/sq.ft. ❑ 9. Automatic lighting shutoff control In buildings larger than 5,000 sq.ft. Exceptions. Sleeping units, patient care areas; and spaces where automatic shutoff would endanger safety or security. 0 10. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. ❑ 11. Tandem wired one -lamp and three -lamp ballasted luminaires (No single -lamp ballasts). Exceptions: Electronic high -frequency ballasts; Luminaires on emergency circuits or with no available pair. 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 peril application. The proposed lighting system has been designed to meal the 2009 IECC requirements in COMcheck Version 3.9.1 and to comply with the mandatory requirements In the Requirements Checklist Linda A. Taylor, ICC Commercial Energy Plnne Fvnminnr 8F1 AAA'%n f 4'A L CITY COPY IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. Project Titie: City of La Pode Lomax Park Improvements Report date: 0225/13 Data filename: C:\ Users\ Linda A. Taylon Documents\ COMcheck\ La Porte Lomax Park Concession Bldg.cck Page 4 COMcheck Software Version 3.9.1 Exterior Lighting Compliance Certificate 2009 IECC CITY Section 1: Project Information Project Type: Now Construction CO i1� Project TRIe : City of LaPorte Lomax Park Improvements r Exterior Lighting Zone: 1 (Developed area In national or state park) Construction Site: Owner/Agent: Designer/Contractor. Concession Building Follis Construction 1508 Lomax School Road 111 N. Broadway La Porte, TX 77573 La Porte, TXi 57,1HE APPR MODIFIED, A NEED PLANS ARE Section 2: Exterior Lighting Area/Surface Power Calculation TO THECITylSRE R BMRIO L Exterior ArLtz Aaa/surrece Quantity Allowed Tradable Too Allowed pFwEed OCCURRING Watt / Wattage Watts Watts Unit (B x C) Wakway < 10 feet wide 2135 ft of walkway Iongth0.7 Yes 1496 1728 Main entry 6 R of door width 20 Yes 120 600 Other door (not main entry) 18 R of door width 20 Yes 360 0 Illuminated area of facade wall or surface 3200 ft2 0 No 0 0 Total Tradable Watts* = 1975 2328 Total Allowed Wafts - 1975 Total Allowed Supplemental Watb^ = 500 Wattage tradeoffs are only allowed between tradable areas/surfaces. - A supplemental allowance equal to 500 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. Section 3: Exterior Lighting Fixture Schedule A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ A of Fixture (C X D) Fixture Fixtures Watt Walkway < 10 feet wide (2135 it of walkway length): Tradable Wattage Linear Fluorescent 1: 46' T5 HO 54W / Electronic 4 8 216 1728 Main entry (6 R of door width): Tradable Wattage HID 1: Metal Halide 150W / Standard 1 4 150 600 Other door (not main entry) (18 ft of door width): Tradable Wattage Illuminated area of facade wall or surface (3200 R2): Non -tradable Wattage Total Tradable Proposed Watts = 2328 ak::�iCFJ VE ---- -. 8 MAY O 170u ---- Project TRIe: City of La PORe Lomax Park Improvements Report date: 02/25113 V Data filename: CA Usersf Unda A. Taylor\ Documents\ COMcheckl La Porte Lomax Park Concession Bldg.cck Page 5 `_ 'Section 4: Requirements =Icklist Lighting Wattage: 0 1. Within each non -tradable areatsurface, total proposed watts must be less than or equal to total allowed watts. Across all tradable areaslsurfaces, total proposed watts must be less than or equal to total allowed watts. Compliance: Passes using supplemental allowance watts. Controls, Switching, and Wiring: 0 2. All exemption claims are associated with fixtures that have a control device Independent of the control of the nonexempt lighting. ❑ 3: Lighting not designated for dusk -to -dawn operation is controlled by either a a photosensor (with time switch), or an astronomical time switch. ❑ 4. Lighting designated for dusk -to -dawn operation is controlled by an astronomical time switch or photosensor. 0 5. All time switches are capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. Exterior Lighting Efficacy: ❑ 6. All exterior building grounds luminaires that operate at greater than 100W have minimum efficacy of 60 lumen/watt. Exceptions: Lighting that has been claimed as exempt and is identified as such in Section 3 table above. Lighting that is specifically designated as required by a health or life safety statue, ordinance, or regulation. Emergency lighting that is automatically off during normal building operation. Lighting that is controlled by motion sensor. Section 5: Compliance Statement Compliance Statement The proposed exterior 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 2009 IECC requirements In COMcheck Version 3.9.1 and to complywiththe mandatory requirements In the Requirements Checidist. Linda A. Taylor, ICCCommercial Energy L ... ` L #51 Plans Examiner #5168830 55YJJJ000VVVVVVtttiii Il - _ LOD, W ry 3 CITY COPY It THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. -------_--..---------_...--.._.-_...- ----- -------- ProjeCt Title: City of La Ports Lomax Park Improvements Report dote: 02I25r13 Data filename: C:1 Users) Linda A. Taylor\ Documents) COMcheckl La. Pone Lomax Park Concession Bktg.ock Page 6 MAY p 12013 COMcheck Software Version 3.9.1 Mechanical Compliance Certificate 2009 IECC Section 1: Project Information Project Type: New Construction Project Title: City of La Porte Lomax Park Improvements Construction Site: Owner/Agent: Designer/Contractor: Concession Building Follls Construction 1508 Lomax School Road 111 N. Broadway La Porte, TX 77573 La Pone, TX 77571 Section 2: General Information Building Location (for weather data): La Porte, Texas Climate Zone: 2a Section 3: Mechanical Systems List Quantity System Tym & Description 2 HVAC System 1 (Single Zone) : Heating: 2 each - Other, Electric, Capacity - 24000 k8tuth Cooling: 2 each - Split System, Capacity = 24000 kBlu/h, Efficiency =13.00 EER, Air -Cooled Condenser HVAC System 2 (Single Zone) : Heating: 1 each - Other, Electric, Capacity . 47000 kBtulh Cooling: 1. each - Split System, Capacity = 470DO kBtu/h, Efficiency = 13.00 EER, Air -Cooled Condenser Section 4: Requirements Checklist Requirements Specific To: HVAC System 7 : ❑ 1. Equipment minimum efficiency: Split System: 9.70 EER (9.4 IPLV) ❑ 2. Discharge dampers prohibited with fan motors > 25 hp ❑ 3. Hot gas bypass prohibited unless system has multiple steps of unloading or continuous capacity modulation ❑ 4. Hot gas bypass limited to 25% of total cooling capacity Requirements Specific To: HVAC System 2: ❑ 1. Equipment minimum efficiency: Split System: 9.70 EER (9.4 IPLV) ❑ 2. Discharge dampers prohibited with fan motors > 25 hp ❑ 3. Hot gas bypass prohibited unless system has multiple steps of unloading or continuous capacity modulation s ❑ 4. Hot gas bypass limited to 25% of total cooling capacity Generic Requirements: Must be met by all systems to which the requirement Is applicable: Mq y O ❑ 1. Plant equipment and system capacity no greater than needed to meet loads ❑ 2. Minimum one temperature control device per system \\ Project Titie: City of Le Porte Lomax Park Improvements Report date: 02l25113 Data filename: C:\ Users\ Linda A. Taylon Documents\ COMcheck\ La Porte Lomax Park Concession Bldg.cck Page 7 1 ❑ 3. Minimum one humidity control r_ per installed humidifica6oNdehumidification s'_ .,.in ❑ 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 ❑ 6. Outside -air source for ventilation; system capable of reducing OSA to required minimum ❑ 7. R-5 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 ❑ 8. Mechanical fasteners and sealants used to conned duds and air distribution equipment ❑ 9. Duds sealed - longitudinal seams on rigid duds; transverse seams on all duds; UL 181A or 181 B tapes and mastics ❑ 10. Hot water pipe insulation: 1.5 in. for pipes <-1.5 in. and 2 in. for pipes >1.51n. Chilled water/refrigerant/brine pipe insulation: 1.5 in. for pipes <=1.5 in. and 1.5 in. for pipes >1.5 in. Steam pipe insulation: 1.5 in. for pipes <=1.5 in. and 3 in. for pipes >1.5 in. ❑ 11. Operation and maintenance manual provided to building owner ❑ 12. Thermostatic controls have 5°F deadband ❑ 13. Balancing devices provided in accordance with IMC (2006) 603.17 ❑ 14. Demand control ventilation (DCV) present for high design occupancy areas (>40 person/1000 ft2 in spaces >500 tt2) 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 rim. ❑ 15. Motorized, automatic shutoff dampers required on exhaust and outdoor air supply openings ❑ 16. Automatic controls for freeze protection systems present ❑ 17. Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70% outside air fraction or specifically exempted Section 5: Compliance Statement Compflance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 20091ECC requirements in COMcheck Version 3.9.1 and to comply with the mandatory requuiirements In the Requirements Checklist Linda A. Taylor, Commercial Energy �L'L / , 0' ( a �I Plans Examiner #515168830 � ((l///��` Section 6: Post Construction Compliance Statement ❑ HVAC record drawings of the actual installation, system capacities, calibration information, and performance data for each equipment provided to the owner. ❑ HVAC O&M documents for all mechanical equipment and system provided to the owner by the mechanical contractor. ❑ Written HVAC balancing and operations report provided to the owner. The above post construction requirements have been completed. Principal Mechanical Designer -Name CITY COPY IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR Date Project Title: Improvements Rej tic: 02J2.o-w. .. ----- la: City of Le Porte Lomax Park Improvement Repoli date: 02125113'�F Ott�URFzi1�iG" Data filename: C:\ Users\ Linda A. Taylor% Documents\ COMcheckl La Pone Lomax Park Concession Bldg.cck Page 8 CODE CONSULTANTS, INC. P.O. BOX 2301 FRIENDSWOOD, TX 77549-2301 OFFICE: 281-554-4202 FAX: 281-554-4204 COMcheck Software Version 3.9.1 Interior Lighting Compliance Certificate 2009 IECC Section 1: Project Information Project Type: New Construction Project Title : City of La Porte Lomax Park Improvements Construction Site: Owner/Agent: Designer/Contractor. Open Arena Follis Construction 1508 Lomax School Road 111 N. Broadway Street La Porte, TX 77571 La Porte, TX 77571 Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B x C) Sports Arena 63000 1.1 69300 Total Allowed Watts = 69300 Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID ; Description I lamp I Wattage Per Lamp I Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Sports Arena (63000 sq.fL) Total Proposed Watts = SectionRequirements Checklist COPY rtd L:igfitfr g PASSES: Design 6 f% better than code. Lighting Wattage: ❑ 1. Total proposed watts must be less than or equal to total allowed watts. 27216 Allowed Watts Proposed Watts Complies 7 APPROVED PLANS ARE 69300 27216 YES IED, A NEW SUBMITTAL CITY IS REQUIRED PRIOR g 10 TOE CHANGE OCCURRtrr^ "9 Mayo � Data Project Tftb City C o of La Porte Lanai Park Improvements Report date: 02/2filename C�\ Usersl Linda A. Taylor\ Documents\ COMcheck\ La Portee Lomax ?013 Lomax Park Arena.cck Page 1 Is Controls, Switching, and Wirli ❑ 2. Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to vertical fenestration. ❑ 3. Daylight zones have individual lighting controls Independent from that of the general area lighting. Exceptions: 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. ❑ 4. Independent controls for each space (switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. ❑ 5. Master switch at entry to hotel/motel guest room. ❑ 6. Individual dwelling units separately metered. ❑ 7. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. ❑ 8. 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 olher.lamps, or switching each luminaire or each lamp. Exceptions: Only one luminaire in space. An occupant -sensing device controls the area. The area is a corridor, storeroom, restroom, public lobby or sleeping unit. Areas that use less than 0.6 Watts/sq.ft. Cl 9, Automatic lighting shutoff control in buildings larger than 5,000 sq.ft Exceptions: Sleeping units, patient care areas; and spaces where automatic shutoff would endanger safety or security. ❑ 10. PhotoceiVastronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. ❑ 11. Tandem wired one -lamp and three -lamp ballasted luminaires (No single -lamp ballasts). Exceptions: Electronic high -frequency ballasts; Luminaires on emergency circuits or with no available pair. 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 appllcadon. The proposed lighting system has been designed to meet the 2009 IECC requirements in COMcheck Version 3.9.1 and to compty with the mandatory requirements in the Requirements Checklist Linda A. Taylor, ICC Commercial Energy Plans Examiner#5168830rL('�/� CITY COPY IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. ----- - .__.._.-.._..._.... — ..._..__...--- Project Title: City of Le Porte Lomax Perk Improvements Report data: 02I25r13 Data filename: C:1 Users) Linda A. Taylor\ Documents) COMcheckl La Porte Lomax Park Arena.cck Page 2 CODE CONSULTANTS, INC. P.O. BOX 2301 FRIENDSWOOD, TX 77549-2301 OFFICE: 281-554-4202 FAX: 281-554-4204 COMcheck Software Version 3.9.1 Interior Lighting Compliance Certificate 2009 I ECC Section 1: Project Information Project Type: New Construction Project Title : City of La Porte Lomax Park Improvements Construction Site: Owner/Agent: Storage Building 1508 Lomax School Road La Porte, TX 77571 Section 2: Interior Lighting and Power Calculation Designer/Contractor: Follis Construction 111 N. Broadway Street La Porte, TX 77571 A B C D Area Category Floor Area Allowed Allowed Watts (tt2) Watts I ft2 (a x C) Warehouse 2400 0.8 1920 Total Allowed Watts = 1920 Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID : Description I Lamp I Wattage Per Lamp I Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Warehouse (2400 sq.ft.) Linear Fluorescent 1: 46' T5 HO 54W / Electronic 4 6 216 1296 Total Proposed Watts = 1296 Section 4: Requirements Checklist tsii a� e % j. .�' ,r...i v'-;1a o" '�v' 1 Lighting Wattage: ❑ 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 1920 1296 YES -4y NAY 0 1 ?013 Project Title: City of La Porte Lomax Park Improvements Report date: Lomax - Data filename: C:1 Users\ Linda A. Taylor\ Documents) COMcheckl La Porte Porte Lomax Park Storage.cck Page 1 • i 'Controls, Switching, and Wirli 0 2. Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to vertical fenestration. ❑ 3. Daylight zones have individual lighting controls independent from that of the general area lighting. Exceptions: 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. ❑ 4. Independent controls for each space (switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. ❑ 5. Master switch at entry to hotel/motel guest room. ❑ 6. Individual dwelling units separately metered. ❑ 7. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. ❑ 8. 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 Iuminalre or each lamp. Exceptions: Only one luminaire in space. An occupant -sensing device controls the area. The area is a corridor, storeroom, restroom, public lobby or sleeping unit. Areas that use less than 0.6 Watts/sq.ft. ❑ 9. Automatic lighting shutoff control in buildings larger then 5,000 sq.ft. Exceptions: Sleeping units, patient care areas; and spaces where automatic shutoff would endanger safety or security. ❑ 10. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. ❑ 11. Tandem wired one -lamp and three -lamp ballasted luminaires (No single -lamp ballasts). Exceptions: - Electronic high -frequency ballasts; Luminaires on emergency circuits or with no available pair. 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 20091ECC requirements In COMcheck Version 3.9.1 and to comply with the mandatory requirements In the Requirements Checklist. Linda A. Taylor, ICC Commercial Energy Project Title: C Data Manama: CL . CITY Copy IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE OCCURRING. It La Porte Lomax Park Improvements Report date: 022&13 Users\ Linda A. Taylor\ Documents\ COMcheck\ Le Porte Lomax Park Stomge.eck Page 2 Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR.