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Home My WebLink AboutCOHM-R003112-123025 Final Letter Post Office Box 12548, Austin, Texas 78711-2548 • (512) 463-2100 • www.texasattorneygeneral.gov March 18, 2026 Mr. Joseph G. Hays Counsel for the City of Humble Olson & Olson, L.L.P. 2727 Allen Parkway, Suite 600 Houston, Texas 77019-2133 OR2026-011203 Dear Mr. Hays: You ask whether certain information is subject to required public disclosure under the Public Information Act (the “Act”), chapter 552 of the Government Code. Your request was assigned ID# 26-001208 (Ref. No. COHM-R003112-123025). The City of Humble (the “city”), which you represent, received a request for information pertaining to a specified property. Although the city takes no position as to whether the submitted information is excepted under the Act, the city states release of the submitted information may implicate the proprietary interests of Firetrol Protection Systems and Professional Construction Services, Ltd. Accordingly, the city states, and provides documentation showing, it notified these third parties of the request for information and of the right to submit arguments to this office as to why the submitted information should not be released. See Gov’t Code § 552.305(d); see also Open Records Decision No. 542 (1990) (statutory predecessor to section 552.305 permits governmental body to rely on interested third party to raise and explain applicability of exception in the Act in certain circumstances). We have reviewed the submitted information. An interested third party is allowed ten business days after the date of its receipt of the governmental body’s notice under section 552.305(d) to submit its reasons, if any, as to why information relating to that party should be withheld from public disclosure. See Gov’t Code § 552.305(d)(2)(B). As of the date of this letter, we have not received comments from either third party explaining why the submitted information should not be released. Therefore, we have no basis to conclude either third party has a protected proprietary interest in the submitted information. See, e.g., id. § 552.110 (requiring the provision of specific factual evidence demonstrating the applicability of the exception). Accordingly, Mr. Joseph G. Hays - Page 2 the city may not withhold the submitted information on the basis of any proprietary interest either third party may have in the information. Section 552.101 of the Government Code excepts from disclosure “information considered to be confidential by law, either constitutional, statutory, or by judicial decision.”1 Id. § 552.101. This section encompasses information that is made confidential by other statutes. Sections 418.176 through 418.182 were added to chapter 418 of the Government Code as part of the Homeland Security Act (the “HSA”). Section 418.181 provides “[t]hose documents or portions of documents in the possession of a governmental entity are confidential if they identify the technical details of particular vulnerabilities of critical infrastructure to an act of terrorism or a hostile act by a foreign adversary of the United States.” Id. § 418.181; see also id. § 421.001(2) (defining “critical infrastructure” to include “all public or private assets, systems, and functions vital to the security, governance, public health and safety, economy, or morale of the state or the nation”). The fact that information may relate to a governmental body’s security concerns does not make the information per se confidential under the HSA. See Open Records Decision No. 649 at 3 (1996) (language of confidentiality provision controls scope of its protection). We note the submitted information identifies the locations of components of the city’s water system and a hospital facility, which are critical infrastructure for purposes of section 418.181. See Gov’t Code § 421.001(2). However, we are unable to determine whether the information at issue would identify the technical details of particular vulnerabilities of the city’s critical infrastructure to an act of terrorism or a hostile act by a foreign adversary of the United States. Accordingly, to the extent the city determines the information at issue would identify the technical details of particular vulnerabilities of the city’s critical infrastructure to an act of terrorism or a hostile act by a foreign adversary of the United States, the city must withhold such information under section 552.101 of the Government Code in conjunction with section 418.181 of the Government Code. To the extent the city does not make such a determination, the information at issue is not confidential under section 418.181 and may not be withheld under section 552.101 on that basis. The city must release the remaining information. This letter ruling is limited to the particular information at issue in this request and limited to the facts as presented to us; therefore, this ruling must not be relied upon as a previous determination regarding any other information or any other circumstances. This ruling triggers important deadlines regarding the rights and responsibilities of the governmental body and of the requestor. For more information concerning those rights and responsibilities, please visit our website at https://www.texasattorneygeneral.gov/open- government/members-public/what-expect-after-ruling-issued or call the OAG’s Open Government Hotline, toll free, at (877) 673-6839. Questions concerning the allowable 1 The Office of the Attorney General will raise a mandatory exception on behalf of a governmental body, but ordinarily will not raise other exceptions. See Open Records Decision Nos. 481 (1987), 480 (1987), 470 (1987). Mr. Joseph G. Hays - Page 3 charges for providing public information under the Public Information Act may be directed to the Cost Rules Administrator of the OAG, toll free, at (888) 672-6787. Sincerely, Alexandra C. Burks Assistant Attorney General Open Records Division ANB/mo Ref: ID# 26-001208 c: Requestor Reference No: R003112-123025 Request Status: Sent for Legal Review Service Request Type: Public Records Request Priority: Medium Assigned To: Maria Jackson CustomerEmail� Name: - Customer Phone: Create Date: 12/30/2025 9:49:41 AM Update Date: 12/30/2025 11; 16:49 AM Las[ Reviewed: 12/30/2025 11:16:49 AM Source: Web : Public Information Center : City of Humble Pursuant to Texas Government Code, Ch. 552,1 am requesting certain information, specifically: We need Records of Sprinkler system from the year 2008 for Bayou City ER & Hospital 1921(McKay Dr. Humble, TX 77338 Date Range From: 01/01/2008 Date Range To: 12/31/2008 City of Humble Address or Location(s): 19211 McKay Dr Humble, TX 77338 Preferred Method to Receive Records: Electronic via Customer Portal Clarifications Requested: Clarifications Received: Public Archive Summary: I agree that if the cost of my request is between $10 and $39.99, then I will pay that amount to obtain the requested records. I ackncwledge that if the cost of my request is $40 or more, then I will receive a cost estimate before any work is done.: I agree Redaction Disclaimer: I acknowledge that the City of Humble will not provide me with any further notice that those types of information have been redacted.: I agree GENERAL NOTES 1. This building is provided with a new wet pipe fire sprinkler system designed, installed and tested per NFPA 13 requirements and per the Local Authority Having Jurisdiction ( AHJ). 2. This contract is to begin from a level, two - holed flanged spigot of the type and size noted, installed by others. 3. It will be the Utility Contractor' s responsibility to ensure all required testing on underground piping is conducted and the ' Contractor' s Material and Test Certificate' is copied to Firetrol Protection Systems, Inc. before any connection of fire protection equipment will take place. All materials, devices and hangers used on this project shall be UL Listed and/ or FM Approved for use in fire protection systems. See attached ' Equipment Data Submittal for all applicable materials and equipment used in this project. 4. IMPORTANT -- In localities subject to Freezing conditions, it is the owner' s responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures For dry pipe, deluge and other types of valves controlling supplies to sprinkler systems. Piping 1"- 2" TTo be threaded ends Schedule 40 pipe and shall use threaded class 125 cast iron or malleable iron fittings. o. Piping 2 1/ 2" $ Larger to be roll - grooved ends Schedule 40. pipe and shall use standard grooved fittings and welded outlets. 1. Any and all painting or paint preparation of piping to be by others. 8. Pipe hangers to be installed in accordance with NFPA 13. 9. The owner shall maintain a clear 18" between the ceiling and the top of any storage or other obstructions. 10. Any and all access panels for valve and device accessibility are to be by others. 11. Firetrcl Protection Systems, Inc. shall not be held responsible should the noted flow test values not be supplied at the point of connection now or in the future due to the possibility of deteriorating water supplies. 12. IF field conditions result in a change to the shop drawing installation in any way, contact the project manager to verify proposed changes are compliant with NFPA 13 requirements and per hydraulic design. 13. Pipe sizes are based on hydraulic calculations per NFPA 13 as noted in the Hydraulic Information Data Box 14. Where the static pressure or flowing pressure exceeds 100 psi, and lines above a ceiling supply heads below the ceiling, the following shall apply: a. There ghc ii be a hdrtge- c t; hcr cF this- emd hi - sad c) r d CF. b. The total length of unsupported arm - over shall not exceed 1'- 0" c. The hanger closest to a drop or head shall be of a type prevents upward movement of the pipe. 15. Piping penetrating fire rated gypsum walls and all masonry walls shall be provided with the required annular clearance required by NFPA 13 9. 3. 4 44 larger than nominal dia. for piping 44" larger than nominal dia. For piping 4" and larger) No clearance is required where flexible couplings are provided within 1'- 0" of each side of the wall. No clearance is required where non- metallic pipe has been demonstrated to have inherent flexibility equal to or greater than the minimum provided by Flexible couplings. 3" TO 16T FLOOR SYSTEMT® R1O f o F — 6 0 C u1 TO 2ND FLOOR SYSTEM U 0 0 O 0 0 a O G) 0 O 0 O 6X4 GROOVE RED ASR 6" GRV FLANGE 6' I UNI - FLANGE 0" DI STUB - UP BY OTHERS DTAIL- NOT TO SCALE Ol 1" ANGLE VALVE FOR INSPECTORS TEST CONNECTION DRAWN BY: TYSON PICOU O 4" POTTER MODEL VSR- F WATERFLOW SWITCH 0 O3 4" RELIABLE MOD E ALARM CHECK VALVE v m GROOVE X FLANGE WITH STANDARD 2 MAIN Q 0 4" TYCO BV - N GROOVED BUTTERFLY VALVE O RELIABLE MODEL C MECHANICAL SPRINKLER ALARM O 4" RELIABLE MOD G GXG CHECK VALVE J WITH RELIABLE BALL DRIP II O 4" X 21/ 211 X21/ 2" ROUGH BRASS F. U. CONNECTION OS 4" AME5 200055 DOUBLE CHECK ASSEMBLYAPProvead City Of Humble Fire Marsha! 281) 446- 492€ Date hire Sprinkhr Piping In3pectim Required Prior To Cover Up. Builldiing Depar` tmenit At X281) 446- 3061 I1 ,— I r --) I ANY ADDITIONAL CODE REQUIREMENTS NOT SPEC MyOF COVERED BY THIS PLAN REVIEW DUE TO INFORMATION OR OTHERWISE SHALL ADHERE TO THE CITY OF HUMBLE CODE OF ORDINANCES AND SHALL BE FIELD VERIFIED FOR CODE COMPLIANCE AND CODE CONFORMANCE SITE FLAN NOTE. PLAN IS FOR HYDRAULIC REFERENCE, INSTALLATION BY THE SITE UTILITY CONTRACTOR. ST I HAVE REVIEWED THESE PLANS AND CERTIFY THAT THEY COMPLY WITH THE ADOPTED NFPA STANDARDS. IMPORTANT: FIRETROL PROTECTION SYSTEMS, IN SCR- 2S THIS DRAWING AND THE INFORMATION AND DESIGN APPLICATION 400 GARDEN OAKS, D / N, T AS 1+ a / 113. 343. 1600 HEREIN CONTAINED IS THE PROPERTY OF FIRETROL PROTECTION SYSTEMS. INC. AND/ OR ITS SUBSIDIARIES AND IS LOANED UPON THE EXPRESS CONDITIONS THAT THE SAME BE RETURNED TO FIRETROL Rh1E- 5IGNATURE: E_ 0503- GPROTECTION SYSTEMS UPON REQUEST. ALL INFORMATION HERIN CONTAINED SHALL BE TREATED AS SECRET AND CONFIDENTIAL. NO REPRODUCTION OF THIS DRAWING OR ANY PART THEREOF PRINT NAME: RONALD O. SAVANNAH DATE: SHALL BE MADE WITHOUT WRITTEN CONSENT OF FIRETROL PROTECTION SYSTEMS. INC. AS - BUILT SUBMITTAL OTHER za SCALE: NONE DRAWN BY: TYSON PICOU w X 0 x 0 v m Q WJ LU LU dW IILIz J Qa z CC) n z 0 m K W J ku HZ J w ku Z W y U. w x N H d U Om Z Q LU UJ jZ:oQ Q WLLJ Wo o ZN o L WW Z C L U Z.< W x O adzX Ua ak o O Z W Uz U44agoI LD 0 UJo 0 Z U0 0W W 04 0 W o h en j o Z mz i O 7 w W I- da U LUUvdj m_ z 43 Q in V_ Uo m aU) o 7EVI L3W x Z W O WQ Z t- W O t - Z U) U)>< j0 m V LL C3 a Jo a M3 L3 W O Q 0 Q f W 3 U r] x Q LU ED W o W o_ JON Inmo N U NUJ aWa O0 4D N Z za SCALE: NONE DRAWN BY: TYSON PICOU w X0 0 v m Q WJ LU LU dW IILIz J Qa CC) n A 0 K WJ ku HZ J w ku Z Wy U. w x N H U Om Z Q LU Z jZ:oQ Q WLLJ Lu o ZN o L WW Z 4U L U 0- W x O m X Ua O O Z W Uz asLDUJoU0 0W W W W o soen j o Z O 7 w I- da U m_ W J 43 Q in V_ V W m aU) o 7EVI L3W W O WQ Z t- W O t - Z U) U)>< j0 m V LL C3 A l J N p W o a M3 L3 O Q 0 Q f W 3 O r] QED W o_ JON J N U aWa U 0 4D N t 1. 0 DATE: 12/ 26/ 07 SCALE: NONE DRAWN BY: TYSON PICOU w X 0 Cl) LU m Q WJ LU LU IILIz J Qa CC) a A 0 Z J w F4 o w x Z U Om Z Q LU Z jZ:oQ Q WLLJ Lu d LU o L WW Z 4U L U 0- J m X DATE: 12/ 26/ 07 SCALE: NONE DRAWN BY: TYSON PICOU JOB NO. 45® 00004" 7 SHEET NO. FP 1 of 3 0 w CC) A 0 F4 o E. w x LU w Uau Z O Z3 Od U o DATE: 12/ 26/ 07 SCALE: NONE DRAWN BY: TYSON PICOU JOB NO. 45® 00004" 7 SHEET NO. FP 1 of 3 0 Drawing: J: \ 45HOC_ HCS— xxxx\ 45. 0000471con Hospital\ Icon FP_ Drawin gs\ FP_ ICONFINAL. DWG January. 09, 2008 — 6: 01: 46am 1ST FLOOR 5PRINKLER PLAN VIEW CEILING NE IGI4T 9' - O U. O. N. 15T FLOOR Si' 5TEM AREA: 21, 983 SQ. FT. eca. E va•= r- m° SPRINKLER DROPS 1X1- 0 ON 1XJ BELL RED SECTION 11, 4_, 41 I SCALE - 1/ 8" a 1'- 0" CONCRETE GENERAL NOTES 1. This building is provided with a new wet pipe fire sprinkler system designed, installed and tested per NFPA 13 requirements and per the Local Authority Having Jurisdiction ( AHJ). 2. This contract is to begin from a level, two - holed Flanged spigot of the type and size noted, installed by others. 3. It will be the Utility Contractor' s responsibility to ensure all required testing on underground piping is conducted and the ' Gontractor' s Material and Test Certificate' is copied to Firetrol Protection 5y5tems, Inc. before any connection OF fire protection equipment will take place. All materials, devices and hangers used on this project shall be UL Listed and/ or FM Approved for use in Fire protection systems. 5ee attached ' Equipment Data Submittal for all applicable materials and equipment used in this project. 4. IMPORTANT -- In localities subject to freezing conditions, it is the owner' s responsibility to provide heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe, deluge and other types of valves controlling supplies to sprinkler systems. 5. Piping 1"- 2" TTo be threaded ends 5chedule 40 pipe and shall use threaded Class 125 cast iron or malleable iron fittings. o: Piping 2 1/ 2" 4 Larger to be roll - grooved ends 5chedule 40. pipe and shall use standard grooved fittings and welded outlets. 1. Any and all painting or paint preparation of piping to be by others. S. Pipe hangers to be installed in accordance with NFPA 13. S. The owner shall maintain a clear IS" between the ceiling and the top OF any storage or other obstructions. 10. Any and all access panels for valve and device accessibility are to be by others. 11. Firetrol Protection 5ystem5, Inc. shall not be held responsible should the noted flow test values not be supplied at the point of connection now or in the future due to the possibility of deteriorating water supplies. 12. IF Field conditions result in a change to the shop drawing installation in any way, contact the project manager to verify proposed changes are compliant with NFPA 13 requirements and per hydraulic design. 13. Pipe sizes are based on hydraulic calculations per NFPA 13 as noted in the Hydraulic Information Data Box 14. Where the static pressure or Flowing pressure exceeds 100 psi, and lines above a ceiling supply heads below the ceiling, the following shall apply: a. There shall be a hanger within 1'- 0" of the end head or drop. b. The total length of unsupported arm - over shall not exceed 1'- 0" c. The hanger closest to a a' rop or head' 5ha17 be of a type prevents upward movement of the pipe. 15. Piping penetrating fire rated gypsum walls and all masonry walls shall be provided with the required annular clearance required by NFF' A 13 9. 3. 4 42" larger than nominal dia. for piping 1"- 31/ 2") 44" larger than nominal dia. for piping 4" and larger.) No clearance is required where flexible couplings are provided within 1'- 0" of each side of the wall. No clearance is required where non- metallic pipe has been demonstrated to have inherent flexibility equal to or greater than the minimum` provided by flexible couplings. NEW I" ARM - OVER LENGTH VARIES SEE PLAN VIEW NEW IXO- 4 NIPPLE TYPICALEXISTING BRANCHLINES I" DROP LENGTH VARIES NEW RELIABLE NEW IXI/ 2 BELL RED QUICK RESPONSE SEMI - RECESSED PENDANT SPRINKLER WTIH CHROME PLATES TYPICAL ARM - OVER DETAILNTS SPRINKLERS TO BE INSTALLED CENTER OF TLE I HAvE REvIEWED THE5E PLANS AND CERTIFY THAT THEY COMPLY WITH THE ADOPTED NFPA 5TANDARD5 IMPORTANT: FIRETROL PROTECTION SYSTEM5, INC. / 5GR- m2 i THIS DRAWING AND THE INFORMATION AND DESIGN APPLICATION 4m> a GARDEN OAKS / H N, T AS ll I / 113343. 16ma HEREIN CONTAINED IS THE PROPERTY OF FIRETROL PROTECTION SYSTEMS, INC. AND/ OR ITS SUBSIDIARIES AND IS LOANED UPON THE EXPRESS CONDITIONS THAT THE SAME BE RETURNED TO FIRETROL RME- SIGNATURE: E- 0503- G PROTECTION SYSTEMS UPON REQUEST. ALL INFORMATION HERIN CONTAINED SHALL BE TREATED AS SECRET AND CONFIDENTIAL. Q NO REPRODUCTION OF THIS DRAWING OR ANY PART THEREOF PRINT NAME: RONALD O. 5AVANNAH DATE: ! o a8 SHALL BE MADE WITHOUT WRITTEN CONSENT OF FIRETROI, PROTECTION SYSTEMS, INC. A5 - BUILT 165MITTAL OTHER o O SCALE: 1/ 8"= 1'- 0" DRAWN BY: TYSON PICOU J E- 0 x v Wf0 Q WZ dJ W O ia z CO m CQ LLI N W z WYMu z C4 C5rx LLa wQW LUzY- IIILLL' Z W ay co x W iii O 7 o 0 W n aA o N co M to NO 1+ CL W. 04 Z< 4064uix o I0 a O O 0z H 0 y iVY z Aw a w 0 x c wa y LO w T"' w x W o In w IL. 0 Z a a mz ZZ aw. x x W us xCr W 19 Wa p Y x x Wrn ra z SW 1 aW vo y z 6 x z 0- 9 3 a a O d O_ w oc rz N U) A' W - J l0 J a Ln W0 04p V__% ILo Qj U C) U F V W eO cr] W i-- @ Hx 0LLO Z 1- 1- WZ It WW N X _ jV Q0 a 0 W a O L12 n d' Q Q z V LL O rn o O SCALE: 1/ 8"= 1'- 0" DRAWN BY: TYSON PICOU J E- 0 WZ v Wf0 Q WZ as J W O ia CO CQ LLI N W z W YMu z x C5rx LLa wQW LUzY- IIILLL' Z Way x w a 7 to 0 W n 7 o N co M to NO 1+ CL W. 04 o a O O 0z H iVY Aw a w CV' W rnv c wa w a LO w T"' w W o In w IL. 0 Z a a ZZ aw. x x us xCr er 3' Wa p x x ra SW 1 aW y z 6 O 7• 0- 9 3 a a d 7/ U) A' W - J l0 J a Ln Wm 04p V__% ILo U C) U F V W cr] W i-- @ 0LL O Z 1- 1- WZ It WW N X _ jV Q0a 0 Lep N NW V LL O 0 L3 Q z Q Z WQm F 0 N oW0F o ON o.. o o®® It 1 L N i U LL U7 o O SCALE: 1/ 8"= 1'- 0" DRAWN BY: TYSON PICOU J E- 0 WZ ZJ mQWZ Wf0 Q WZ as J W O ia CO LLI1 z w E—' z O Omc fDow LLa wQW LUzY- IIILLL' x w O 7 W n 7 UW Z o O DATE: 12/ 26/ 07 SCALE: 1/ 8"= 1'- 0" DRAWN BY: TYSON PICOU JOB NO. 45. 000047 E- 0 w o CO ZI w E—' z C/ DwE x w O 7 W U w 7 UW Z NO 1+ CL U DATE: 12/ 26/ 07 SCALE: 1/ 8"= 1'- 0" DRAWN BY: TYSON PICOU JOB NO. 45. 000047 SHEET NO. FP 2of 3 0 Drawing: J:\ 45H0C_ HCS— xxxx\ 45. 0000471con Hospital\ Icon FP— Drawin gs\ FP_ ICONFINAL. DWG January 09, 2008 — 5: 45: 06am 2ND FLOOR 5fi= RINKLER PLAN VIEW CEILING HEIGHT 9'- 0 U. O. N. 2ND FLOOR 5Y5TEi" 1 AREA: 20, 142 5Q. FT. I' A 4 SCALE V8'= 1'- 0' SPRINKLER DROPS 1X1- 0 ON IX2' BELL RED 5ECTION 1. 1A _' 411 SCALE - 1/ 8" = 1'- 0" CONCRETE QUICK RESPONSE HYDRAULIC DESIGN AREA as per NFPA * 13, 2002 ed., section 112. 3. 23) Ceiling height ( ir sloped, highest point): 9'- 10" ft Reduction percentage: 40. 0 Initial design area: 1500 scift T 40 Revised design area: 900 sgft rn 30 For ceiling height Z 10 ft. and y = x• 55 S 20 ft. 20 For ceiling height less than 10ft, y = 40 10 For ceiling height greater than 20Ft, y = 0 10 20 30 x = Ceiling height ( ft.) D tiv 1: 24'-Ill"0 , - 02GENERALNOTES1. Thisbuildingisprovidedwithanewwetpipefiresprinklersystem x mdesigned, installedandtestedperNFPA13requirementsandperthex LocalAuthorityslavingJurisdiction (AHJ). wz2. Thiscontractistobeginfromalevel, two -holedFlangedspigotof thetypeandsizenoted, installedbyothers. W3. ItwillbetheUtilityContractor'sresponsibilitytoensureallrequired testingonundergroundpipingisconductedandthe 'Contractor's NEW r' ARM - OVER MaterialandTestCertificate' iscopiedtoFiretrolProtectionSystems, LENGTH VARIES Inc. beforeanyconnectionoffireprotectionequipmentwilltakeplace. SEE PLAN VIEW Allmaterials, devicesandhangersusedonthisprojectshallbeUL ED4Listedand/orFMApprovedforuseinfireprotectionsystems. tx0- a NIPPLE UJ UJ IXO Seeattached 'EquipmentDataSubmittalforallapplicablematerials INCs BRANCHLINES V, DROP l. 1=NCsTHandequipmentusedInthisproject. 4. IMPORTANT --InlocalitiessubjecttoFreezingconditions; itistheowner's VARIESresponsibilitytoprovideheatthroughoutwetpipesprinklersystems r -Oareasandinenclosuresfordrypipe, delugeandothertypesofvalves RELIABLE NEw IXt/ 2BELLRED X RESPONSE SEM11_ f controllingsuppliestosprinklersystems. ESSED PENDANT 5. PipingP-2" TTobethreadedends5chedule40pipeandshall JNKLER WTIH CHROME TEs usethreadedclass125castironormalleableironfittings: TYPICAL ARM - OVER 0, Piping21/2" 4Largertoberoll -groovedends5chedule40. DETAIL pipeandshallusestandardgroovedfittingsandweldedoutlets. NTS 1- Anyandallpaintingorpaintpreparationofpipingtobebyothers. SPRINKLERS TO BEINSTALLEDa. PipehangerstobeinstalledinaccordancewithNFPA13. CENTER OF TLE S. Theownershallmaintainaclearla" betweentheceilingandthetopd ofanystorageorotherobstructions. WWU) 10. Anyandallaccesspanelsforvalveanddeviceaccessibilityaretobe Wbyothers. a 11. FiretrolProtection5y5tems, Inc. shallnotbeheldresponsibleshould wthenotedflowtestvaluesnotbesuppliedatthepointofconnection0-:3: noworinthefutureduetothepossibilityofdeterioratingwater 2supplies. y0 12. Iffieldconditionsresultinachangetotheshopdrawinginstallation Winanyway, contacttheprojectmanagertoverifyproposedchanges U ILarecompliantwithN1=P4f3requfrementsand' perhgC*8atede6ren- 13. PipesizesarebasedonhydrauliccalculationsperNFPA13asnoted UintheHydraulicInformationDataSox14. Wherethestaticpressureorflowingpressureexceeds100psi, andlines oraboveaceilingsupplyheadsbelowtheceiling, thefollowingshallapply: drop. a. Thereshallbeahangerwithin1'-0" oftheendheador O _Jb. Thetotallengthofunsupportedarm -overshaltnotexceed1'-0" c. Thehangerclosesttoadroporheadshall 1beofatypepreventsupwardmovementofthepipe. 0000 000015. Pipingpenetratingfireratedgypsumwallsandallmasonrywallsshallbe LprovidedwiththerequiredannularclearancerequiredbyNFPA139.3.4 000® 42" largerthannominaldia. forpipingONz44" largerthannominaldia. forpiping4" andlarger.) 0000Noclearanceisrequiredwhereflexiblecouplingsareprovidedwithin1'-0" ofeachsideofthewall. Noclearanceisrequiredwherenon-metallicpipehasbeendemonstrated 41) tohaveinherentflexibilityequaltoorgreaterthantheminimum providedbyflexiblecouplings. QUICK RESPONSE HYDRAULIC DESIGN AREA as per NFPA * 13, 2002 ed., section 112. 3. 23) Ceiling height ( ir sloped, highest point): 9'- 10" ft Reduction percentage: 40. 0 Initial design area: 1500 scift T 40 Revised design area: 900 sgft rn 30 For ceiling height Z 10 ft. and y = x• 55 S 20 ft. 20 For ceiling height less than 10ft, y = 40 10 For ceiling height greater than 20Ft, y = 0 10 20 30 x = Ceiling height ( ft.) D tiv 1: 24'-Ill"0 , - 02 FENTI401J&EeFRINKLEF-, FLAN 1465SQ. FT. INAVEREVIEIUEDTHE5EPLANSANDCERTIFYTHATTHEYCOMPLYWITHTHEADOPTEDNFPA5TANDARD5. IMPORTANT: FIRETROLPROTECTION5Y57EM5, INC. / SG292THISDRAWINGANDTHEINFORMATIONANDDESIGNAPPLICATION 400GARDENOAKSD / H5TtDEXA ' 018 /X13.343.1600HEREINCONTAINEDISTHEPROPERTYOFFIRETROLPROTECTION ISYSTEMS, INC- AND/ORITSSUBSIDIARIESANDISLOANEDUPONTHEEXPRESSCONDITIONSTHATTHESAMEBERETURNEDTOFIRETROL nN10503_l. PROTECTIONSYSTEMSUPONREQUEST. ALLINFORMATIONHERIN R E-5IGNATURE: RME- wCONTAINEDSHALLBETREATEDASSECRETANDCONFIDENTIAL. NOREPRODUCTIONOFTHISDRAWINGORANYPARTTHEREOF PRINTNAME: RONALDO. SAVANNAHDATE: P918SHALLBEMADEWITHOUTWRITTENCONSENTOFFIRETROLPROTECTIONSYSTEMS, INC. A5UILT6113MITTALOTHERVSww4xmtoxOwzJwmOWdo4QzWED4a04) U) o7z r - m r -OU)tWF- OUBILQzH0zIWK-3CTI VA,'L QzdJ0WWU) N Wa U wW0-:3: a2QZy0 U UJWzUILJ W. UcWorNHO _J011N 0000 0000wLO 000® aONz 0000WaU 41) 00 OUS= 0 0 y Zw 0 H mz W UrnUzU0 a z Od wd Ix U usW om W40n' z FENTI401J&EeFRINKLEF-, FLAN 1465SQ. FT. INAVEREVIEIUEDTHE5EPLANSANDCERTIFYTHATTHEYCOMPLYWITHTHEADOPTEDNFPA5TANDARD5. IMPORTANT: FIRETROLPROTECTION5Y57EM5, INC. / SG292THISDRAWINGANDTHEINFORMATIONANDDESIGNAPPLICATION 400GARDENOAKSD / H5TtDEXA ' 018 /X13.343.1600HEREINCONTAINEDISTHEPROPERTYOFFIRETROLPROTECTION ISYSTEMS, INC- AND/ORITSSUBSIDIARIESANDISLOANEDUPONTHEEXPRESSCONDITIONSTHATTHESAMEBERETURNEDTOFIRETROL nN10503_l. PROTECTIONSYSTEMSUPONREQUEST. ALLINFORMATIONHERIN R E-5IGNATURE: RME- wCONTAINEDSHALLBETREATEDASSECRETANDCONFIDENTIAL. NOREPRODUCTIONOFTHISDRAWINGORANYPARTTHEREOF PRINTNAME: RONALDO. SAVANNAHDATE: P918SHALLBEMADEWITHOUTWRITTENCONSENTOFFIRETROLPROTECTIONSYSTEMS, INC. A5UILT6113MITTALOTHERVSww4xmtozOwzJwmOWJo4QwWED4a04) U) o7vW r - r -OU)tWF- OUBILQzH0zIWK-3CTI VA,'L QzfY J0WWU) N Wa U wLLLL0-:3: a2QZ3zWITUUJWzUILJW. U oommWorNzHO _J011N 0000 0000wLO 000® a 0000WaU 41) O DATE: 12/26/07ww4xm 0 zz WwzJwm UZ o4Qw iJ Wp G') r - r -OU)t E_ _ OUBWz0OZQwzfY ootvQ JwwLLLL nIII wU1Q U UJWzUILJ W. U oommzC DATE: 12/26/07 SCALE: 1/8"= DRAWNBY : TYSONPICOU JOBNO. 45.®0®04' JE- 0 oww iJ Wp G') r - r -OU)t E_ _ OUBw r 00 c'2 LOI-1OE_ ui 34w U UJ OzOW. UQ. oomm DATE: 12/26/07 SCALE: 1/8"= DRAWNBY : TYSONPICOU JOBNO. 45.®0®04' JSHEETNO. FP3of30 BDrawing: J: \45HOC_HCS– xxxx\45.000047iconHospital\IconFP_Drawings\FP_ICONFINAL.DWG January09, 2008 – 5:45:13am