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1010 S BROADWAY_09-0378_08-1754_08-1664_________
1010 S. BROADWAY LIL JACKS MOONWALK RENTALS BUILD-OUT r r; i TEMPORARY 30 DAY CERTIFICATE OF OCCUPANCY DATE COMPLETED: MARCH 13, 2009 THE CITY OF LA PORTE This Certificate issued pursuant to the requirements of the International Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. Project: 08-1664 Proposed Use: MOONWALK RENTALS Occupancy Type: ASSEMBLY Construction Type: H Flood Zone X Property Owner: ROD A ROTHERMEL Address: 2601 S. BROADWAY # 32 City: LA PORTE State: TX Zip:77571 Project Address: 1010 S BROADWAY LA PORTE, TEXAS 77571 EXPIRATION DATE: MARCH 23, 2009 Z (Approved By) —�� Date ********POST IN A CONSPICUOUS PLACE******** Page 1 of 1 Lawrence, Vickie From: Wise, Sandra Sent: Thursday, March 19, 2009 2:06 PM To: Jennings, Sherry; Yanez, Ramona Y; Lawrence, Vickie; Huber, Mark; Wilmore, Debbie Subject: 1010.S. Broadway FM Insp passed for Final and Fire Alarm on 3/z8/og rozo S. Broadway Thank you, Sandra Wise City of La Porte Fire Marshal's Office 28z-867-46o3 fax 281-867-4629 3/25/2009 v 21 of La Porte s DATE:I THIS JOB HAS NOT BEEN COMPLETED i The following additions or corrections shall be made 7 0 -fig/ 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. Aker additions or corrections have been made, call 281-470-5130 For additional information call 281-470-5073. PRESS HARD - USE BALL POINT PEN `Ci ' of La Porte OF ADDITIONS or CORRECTIONS 00 NOT REMOVE JOBADDRES INSPECTI N TYPE: DATE: THIS JOB HA NOT BEEN COMPLETED The following additions or corrections shall pe made before the job will be accepted N i l / hJ °1f/- 91-7a -5042 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 TEMPORARY 30 DAY CERTIFICATE OF OCCUPANCY DATE COMPLETED: MARCH 13, 2009 THE CITY OF LA PORTE This Certificate issued pursuant to the requirements of the International Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. Project: 08-1664 Proposed Use: MOONWALK RENTALS Occupancy Type: ASSEMBLY Construction Type: H Flood Zone X Property Owner: ROD A ROTHERMEL Address: 2601 S. BROADWAY # 32 City: LA PORTE State: TX Zip:77571 Project Address: 1010 S BROADWAY LA PORTE, TEXAS 77571 EXPIRATION DATE: MARCH 23, 2009 (Approved By) �� Date ********POST INA CONSPICUOUS PLACE******** *** FIRE MARSHAL GAVE A 10 DAY TCO.*** No Text i� Sr . (._yy..:....;� -city ®f La Forte v F.cJd �:• Established 1892 Y' Customer Service Inspection Certificate i texas Name ofPWS City Of La Porte PWS LD.# i n1 0018 Incation of Service %(7 /D -S•' L� Qo�y Reason for Inspection: New construction..............................................fb E isting service where contaminant hazards are suspected .............. ❑ Major renovation or expansion of distribution fhciilities ............. ... ❑ upon inspection of the private water distribution facilities connected to the afaredientioned public w ei supply do hereby certify that, m the hart of my lmowledgc (1) No direst connection between the public drinl®g water supply and a potential source of Nod C®pieam coatamniationcdsts.Poteatialsoumesorcaawmiuntienar L=L,tedfmmthepublicwater E system by an air gap or an appropriate backfloiv, pieveatibn assembly in accordance with C umnieaim.regulati6im (2) No cros; . s-comection between the public dr.fiddrig water supply and a private water systral exism Where an actual air gap is not maintained between the public water supply and a private water supply, an approved reduced pnssmz-zone bado4ow prevention assembly is properly installed and a service -agreement exists for annual inspection and testing by a certified baekflow pmventicn'assembly tester. (3) . Na cem=dcn exists which would allow the return ofwater used for condensing, cooling a or industrial processes back to the public water supply. (4) No pipe or pipe fitting which can mere than 8.0% lead exists in private water � E3 distribution facilities installed at; or after July 1; 1988. (5) No solder or flux which contain.+ 2ncie tflab 0.26A lead exists in private water distribotfo i ' � 0 fireilities installed on or after July I, 1988. I (lather certify that the following materials were used in the installarlon of the private water distribution facilities: Servine lines Lead ❑ Copp¢ [9� PVC av' Other ❑ Solder Lead ❑ Lcnd Free Solvent Weld CAS Other ❑ I rncognfzo that this document shall become a permanent record of the efarcmeatiened Public Water 5ystern and that I am legally responsible for the validity of the hrformadan I have provided . Redmrks Signafuie of Inspector Registration Number p7urnbina Inspector Plumbin'g Inspection License Title Type of Registration Date P.O. Box 1115 La Porte, Texas 77572-1115 (281) VI-5020 Rev 12/00 y Lawrence, Vickie From: Meekins, Clif Sent: Friday, March 13, 2009 2:09 PM To: Lawrence, Vickie; Jennings, Sherry; Yanez, Ramona Y; Wise, Sandra Subject: 1010 S. Broadway / Lil Jacks We gave a 10 day TCO to 1010 S. Broadway / Lil Jacks They have some small fire alarm issues to correct but none would stop them from bringing customers in so you may allow them to move in and we will follow-up in 10 days CCif Meekins Fire Marshal, City of La Porte 120 South 2"a Street LaPorte, Texas 77571 Office: 281-867-4603 Fax:281-867-4629 a Finalbspectionchec•I s,he'et, '; f Commercial Bate: 6 R 1 Projed Address: I 10 S, d Contractor Name• m Ot r' �< -� ,(��y��. S Project Name: � t I Tft CIGS / l IODs�i WALK. �2.JfA !.-S File Review 9's 1-9 ^m1�at�ima-is-�Irs— I f ■G ■!V f �Jii w/�y�J�i�l�•/ffa�;37.+Ril/1 f�l�■�ini/iiiii.n:iia�� ` Inspe or signatur— e ---Date-----� S_ICPSh .jWSPE=N DIvMoN mpxtjo V'ma7 Imp,,6on Cfixk ShxtComDlov"doc Huber, Mark From: Wise, Sandra Sent: Thursday, March 19, 2009 2:06 PM To: Jennings, Sherry; Yanez, Ramona Y; Lawrence, Vickie; Huber, Mark; Wilmore, Debbie Subject: 1010 S. Broadway FM Insp passed for Final and Fire Alarm on 31r8lo9 roro S. Broadway Thank you, Sandra Wise City of La Porte Fire Marshal's Office 28r867-46o3 fax 28t-867- i 604 W FAIRMONT PARKWA' LA PORTE, TEXAS LA PORTE TX 77571 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date Parcel Number . . . . Property Address . . Subdivision Name . . Legal Description . . Property Zoning . . . Owner. . . . . . . . Contractor . . . . . . Application number Description of Work . Construction type . . . Occupancy type . . . . Flood Zone . . . . . . 3/13/09 023-256-080-0001 1010 S BROADWAY ST LA PORTE TX 77572 LA PORTE LTS 5 THRU 28 BLK 180 & ALLEY LA PORTE COMM - GENERAL ROTHERMEL ROD A FOLLIS CONSTRUCTION 281 471-6881 08-00001664 000 000 REMODEL, COMMERCIAL NON COMBUSTIBLE (TY.I,II) ASSEMBLY Building Official Y VOID UNLESS SIGNED BY BUILDING OFFICIAL Ct T. | �O | ��Y h ��� . �� �y-/=ou` T POLE recv'd (if in AEIVE zone) FORM SURVEY (if applicable) NX -710 I, WATER S ERVICE LINE 2MRe 'A ELEC UNDERGROUND (if applicable) p/x- LEAD TEST q //I BRICK TIE DRIVEWAY Allk SIDEWALKS FINAL FINAL ELEV CERTIFICATE RECEIVED: ELEVATION SHOWN FOR TOP OF FINISHED FLOOR IS: REQUIRED BFE: 18 THE ELEVATION SHOWN 12" OR MORE ABOVE BFE: (YES) OR (NO) GAS FINAL ELECTRIC FINAL 1v1h OTHER (patio, lawn sprinklers, etc.) FINAL 8:kCP8HARE\|NuPECTONoDK4n|oN8NuPE[nlnNSUREo'oO@L|NoP SHEETOGWYLS COMMERCIAL W&S WORK ORDER# DATE NEW ADDITION m-6 d I ADDRESS 10 I D S pQj3T' h-0 e �i. R+ • //1���� jJ LEGALDESCRnMON d A4- a k ACk /80 Y aS-Q.4-Lk, OWNER o�� Q /n)L04ri�t�h�t�k w�Gn PH# dBI- �' /l0.V CONTRACTOR L40 4.ty PH# DATE ADDRESS REQUEST C9 C ZONING CLASSIFICATION. FLOOD ZONE g- 11-a BLDG PLANS SUBMTITED BLDG PLANS REVIEWED FEES PAID WATER FRONT FT FEES SEWER FRONT FT FEES WATER TAP SEWER TAP FLaZONE PE (required if A orb zone) BUILDING PERMIT PLAN REVIEW FEE DRIVEWAY TIE IN FEE PARK LAND FEE - ZONE // /-r s fLF CTRICAL PERMIT TEMPORARY POWER POLE, PLUMBING PERMIT MECHANICAL PERMIT S:\CPShareUnspectlons\RESIDENTIAL INSP SAEETmay 06.doc a4-14� CT-379 15-3-7S PERMIT # 5. 0 l4o.oa Q oy-/4�65 I 56., 15 5o.oJ FIRE MARSHAL INSPECTION TO: DEPARTMENT: FAX # 281-867-4629 FROM: DEPARTMENT: FAX # 281-470-5005 PHONE # 281470-5074 INSPECTION TYPE: BUSINESS NAME: ADDRESS: CONTACT: PHONE NUMBER: CITY INSPECTION DATE: THANK YOU SANDY WISE FIRE MARSHAL RAMONA CHAVEZ INSPECTIONS FINAL & FIRE ALARM INSPECTION LIL JACKS 1010 S BROADWAY MARK FOLIS 713-253-6504 3/13/09 MORNING N PHO' VE CALL , A. FOR DATE IME M ly )am m PHONED I OF ❑ FAX / g '� o- 'RETURNED PHONE El MOBILE L YOUR, CALL AREA OE NUMBER EXTENSION ,PLEASE1. ,CALL. MESSAGE .t'.EC. ,AGAIN _'. CAME TO =SEE;YOU= +'WANTS,Lo ^SEE YOU' SIGNED `-�7TOP$. FORM 4003 PHONE CALL° FOR _ M 1 DATE a;4-lvSIME IL313 P.M. yP� OF V U ❑ FAX PHONE MOBILE a$(- 40� - �d� +RETURNED YOUR CALL AREA CODE MESSAGE - NUfVIBE yl� E EN$ION ' '' [. _ PLEASE,CAL`L ` WILL CALL -AGAIN 7 U..l,� CAMETO SEE, YQU; Y�.�Q-�i(.- LQSK-IUL- WANTS M °: SEE YOU °" SIGNED �rt. '9LiPS FORM 4003 P. 01 Ic k . ' TRANSACTION REPORT MAR-12-2009 THU 10:13 AM DATE START RECEIVER TX TIME(L)PAGES TYPE NOTE M# DP C MAR-12 10:12 AM 92818674629 27"(1) 1 SEND OK 504 K TOTAL 27S PAGES: 1 FIRE MARSHAL INSPECTION TO: DEPARTMENT; FAX # 281-867-4629 FROM: DEPARTMENT: VAX # 281-470-5005 PHONE # 281-470-5074 INSPECTION TYPE: BUSINESS NAME: ADDRESS: CONTACT: PHONE NUMBER: CITY INSPECTION DATE: SANDY' WISE FIRE MARSHAL RAMONA C HAVEZ INSPECTIONS FINAL & FIRE ALARM INSPECTION LIL JACKS 1010'S BROADWAY MARK FOLIS 713-253-6504 3/13/09 MORNING ECEIVE JAN 2 2 2009 , na' ks f B i -a L=kS7 IS Z OD - ,C-X5' y� A 0,, If- TRANSACTION REPORT JAN-14-2009 WED 12:58 PM RECEIVE K DATE START SENDER RX TIME(L)PAGES-TYPE NOTE M# DP >K � >K JAN-14 12:57 PM 2814875809 1'00"(1) 1 RECEIVE OK iK >K >k i i I i _ City of La Porte 604 W Fairmont Pkwy, La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** -------------------------------------------------------------------------- Application Number . . . . . 09-00000378 Date 3/09/09 Property Address . . . . . . 1010 S BROADWAY ST HCAD Number . . . . . . . . . 023-256-080-0001 Application type description MISCELLANEOUS Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . COMM - GENERAL Application valuation . . . . 11600 Owner Contractor ------------------------ ------------------------ ROTHERMEL ROD A ADT SECURITY SYSTEMS 2601 S BROADWAY ST APT 32 2625 LOUISIANA ST LA PORTE TX 775716563 HOUSTON TX 77006 (713) 525-6437 --- Structure Information 000 000 FIRE ALARM INSTALLATION Construction Type . . . . . NON COMBUSTIBLE (TY.I,II) Occupancy Type . . . . . . ASSEMBLY - ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -FIRE ALARM Additional desc . . FIRE ALARM INSTALLATION Permit Fee . . . . 102.50 Plan Check Fee 51.25 Issue Date . . . . 3/09/09 Valuation . . . . 11600 Expiration Date . . 9/05/09 Qty Unit Charge Per BASE FEE 11.00 7.5000 THOU BLDG - 1,001 - 50,000 ------------------------------------------------------ Special Notes and Comments (1) CALL FOR INSPECTIONS (2) COMPLY WITH FIRE MARSHAL PLAN REVIEW NOTES ATTACHED Fee summary Permit Fee Total Plan Check Total Grand Total Charged 102.50 51.25 153.75 ---------------------- Paid Credited -------------------- 102.50 .00 51.25 .00 153.75 .00 n (SIGNATURE OF CONTOR OR AUTHORIZED GENT) Lc� (APPROVED BY BUIL ING OFFICIAL OR AUTHORIZED AGENT) Extension 20.00 82.50 -------------- Due .00 - .00 .00 v DATE 3--g-0p - DATE s �'3• dq Q ,-M�1 a -l7 0 � ;3� PE APPLICATION itv of La Porte 281-470-5073 _ *Electrical - *(See back of for Project Address: lD ) o $, 13aoAQ w/l )/ S/, Lot: 5 - ;-�? Owner's Name: TAOr /( a 4 a Fie Established 18 ECEIV FEB I Zoo 9 *Plumb' G 41y4 7411 15 Address: / O/ o s 13 A-M O wA Y s i- Z A& i E %E k r% 215 7/ Street City Zip -Sr cw R I T ; Contractor Email address: W Contact Engineer: hk V. F!n 0 l L? o P. i. x t e- e ti S E -J�e -1/6 G G� Building Use: %i&cam J1" fir L411 /lad PA,T' Valuation: //i 6 o O• 00 77o o e. Zip r n Sq. Footage: /S # Stories_. ` Describe Work: fIRr 4,1,fI?rf ItiSTAGGATio�` ADDRESS NUMBERS MUST BE POSTED DURING CONSTRUCTION & PERMANENTLY AT TEMX OF FINAL APPLICANTS SIGNATURE " `J{ 63 _ APPLICANTS PRINTED NAME 15' 41- y For City Use Only Occupancy Type A Flood Zone X Construction Type Use Zone��_ I l - I A:. 4ht � Last use .14 Commercial Buildings Plans 9ply-Fire Marshal oa//i/o9 T s Class Work 06iw- Sq. Ft./.St Q,0 # Stories I Padang Req_,.�Z4 use ceased: I,/ Checked/Approved for Issuance By: `I-"&_- W Date 3 — aZ —O 9. Residential driveway tie-in Permit i 0. 102.50+ 51.25+ 153.75* l City of La Porte 604 W Fairmont Pkv La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) ****ELECTRICAL PERMIT**** ----------------------------------------------------------- Application Number . . . . . 09-00000423 Property Address . . . . . . 1010 S BROADWAY ST HCAD Number . . . . . . . . . 023-256-080-0001 Alternate Search Method . . . Application type description ELECTRICAL ONLY Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . COMM - GENERAL 470-5130 ---------------- Date 3/06/09 Owner Contractor ------------------------ ------------------ ROTHERMEL ROD A SPRINKLER ELECTRIC 2601 S BROADWAY ST APT 32 3130 STRAWBERRY LA PORTE TX 775716563 PASADENA (281) 794-3980 ------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . ELEC FOR SIGN Permit Fee . . . . 20.00 Issue Date . . . . 3/06/09 Valuation . . . Expiration Date . . 9/02/09 Qty Unit Charge Per 1.00 3.0000 EA -------------------------- Special Notes and Comments ELEC FOR SIGN BASE FEE EL - OUTLETS,SWITCHES (1ST 5) ----------------------------- TX 77502 0 Extension 17.00 3.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- Permit Fee Total ---------- 20.00 ---------- 20.00 -------------------- .00 .00 Grand Total 20.00 20.00 .00 .00 --------------------------------- C �__-___-- Signature of Contractor or Author' Agent ate Approved by Building Official or Authorized Agent Date ,MAR-06-2009 FRI 08:44 AM Y~ A n.V Building Project Address:_ Subdivision:— Owner's Name:�.i � G�/ Mochanical FAX NU, pEgTm'P AppLICATTON City of La Porte 281-470-5073 Established 1892 *Plumbing - Zip Sheet - r7l,-X Con>ractorF.mail r•.nsinea:_ 'I`RCC registration # on all new Single Family Dwellings or remodels over $10.000-TitCC Sq. Footage: _# Stories Building Usa:�— Describe Work Occupancy Type PloodZona Class WorK -z---- ConaructinnType_�� UseZone� # Stcries�—Parking Req Date use ceased: Last use of Building__ — Commercial Buildings Plans QAt-Fi'O Marshal Approval ��Date Dale Checked/Approved for Issuance By: Cg:��Special faxes Residential driveway_ te-m fee: Parldod(NoRes. s. C; h: 7vne PermitNo. �q'Permit Fee MAR-06-2009 FRI 08:44 AM FAX NO. r,; uuuz 4 COMPLETE THIS SECTION FOR ELECTRICAL PERMITS:: NOZ;: MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fccs PERMIT ISSUE Hill Outlets, Fixtures, Lights & Switches 0' S - flat fee) Above Items (All (Ahers) Clothes Washer/ Dryer Range Receptacle Cook Top or Oven A/C, Window Unit Reccptnulc Wnler Itenter Dishwasher/Garbage Disposal Meter Loop & Survice (Includes Tern/wrrny cut -in) Temporary Saw Pole 2. Pole) Reconnection of Service Reinspection Fee $ 3.00 — — .60cach $ 2.00 each -- $ 3.00 each _ -•— S 1.50 each--- $ 3.00 each $ 3.75 each — $ 1.50 each - $15.00 each . -- $15.00 each --•- s15.00 cacti $35.00 each —•— MOTORS: Up to but not including'''A hp $ I.SO each - hp and less than 10 hp $ 2.50 each 101tp & up to 50lip $ 3,50 each —� 50 hp and up $ 4,50 each Total Fee COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTL: MINIMUM CHARGE ON PERMITS) IS $2001 Description Charges Quantity Fees $15.00 U5.01 PERMIT ISSUE FCE $ 3.T5 each - - fixtureslDminslfraps $ 7,50 cach — Sewer (New, Repair, or Replacement) —' Septic Tank/Seepage Pitmmin Field $13 00 cach each — — Water Heater Gas Piping System (1-4 outlets, flat fee) $ 7.50=- Gas Piping System (aver 4 oudets-each) $ 1.50 cach — Installation, Alteration or Repair of Water Piping and/or Witter $ 7.50 each —•-- Treating Equipment RepaidAlteration - Drain or Vent $ 7.50 each —•— inch Vacuum 13rcakerlaacktlow Protection each -- Each One (1-5) $ 3.75 each — - Eaeh Ono (Over 5) -- Rcinspcetion fee $35.00 each Total 5:1t:P5haroVNSP1iQ'ION nIVI510N11nspcpinnsVtlJg Pcmil Appl sidc2 1128e5.d& City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281)470-5130 ****SIGN PERMIT**** ------------------------------------------------------------------- Application Number . . . . . 09-00000319 Date Property Address . . . . . . 1010 S BROADWAY ST HCAD Number . . . . 023-256-080-0001 Application type description MISCELLANEOUS Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . COMM - GENERAL Application valuation . . . . 6400 Owner Contractor 3/06/09 ------------------------ ------------------------ ROTHERMEL ROD A ALL STAR SIGNS 2601 S BROADWAY ST APT 32 3302 ALBEMARLE LA PORTE TX 775716563 PASADENA TX 77503 (713) 947-8858 --- Structure Information 000 000 INSTALL BUSINESS SIGNAGE Construction Type . . . . . NON COMBUSTIBLE (TY.I,II) ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -SIGNS Additional desc . . INSTALL BUSINESS SIGNAGE Permit Fee . . . . 65.00 Plan Check Fee .00 Issue Date . . . . 3/06/09 Valuation . . . . 6400 Expiration Date . . 9/02/09 Qty Unit Charge Per Extension BASE FEE 20.00 6.00 7.5000 THOU BLDG - 1,001 - 50,000 45.00 --------------------------------------------- Special Notes and Comments (1) SIGN IN ACCORDANCE WITH ENGINEERED DESIGN (2) NO PART OF SIGN IS ALLOWED IN UTILITY EASEMENT (3) SEPARATE ELECTRICAL PERMIT REQUIRED (4) CALL FOR CITY INSPECTIONS (5) IN ACCORDANCE WITH S. 106-871, NO SIGN OR SIGN PART MAY HAVE LIGHTS WHICH FLASH MOVE OR ROTATE ETC. NO BEACON LIGHT MAY BE PLACED ON OR MADE PART OF ANY SIGN (6) CALL FOR UTILITY LOCATES @ 1-800-699-8344 FOR HL&P ENTEX'S, AND CITY OF LA PORTE WATER AND SEWER LOCATE AT (281) 471-9650 ------------------------------- Fee summary Charged ----------------- ---------- Permit Fee Total 65.00 Plan Check Total .00 Grand Total 65.00 ---------------------- Paid Credited -------------------- 65.00 .00 .00 .00 65.00 .00 Due 00 00 00 City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281)470-5130 ****SIGN PERMIT**** ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 09-00000319 Date 3/06/09 i ------- K - --- ------------------------------------------------ Sign re f actor or authorize agent Date K:p-n-d-1 ------ ------------------------- �� Approved by Building Official or authorized agent Date -C��Ea IPERMIT FEB 16 2009 APPLICATION ,F BY: City of La Porte a ig 1js92,« 281-470-5073 91 B � Mechanical *Electrical *Plumbing_ (See back of form) Pro'ect Address S �i2G Dcc�� Lot !o io I-rx i C2 rPhone`: 1-7 3- 9 .02-- �-Streeter -!t."y j �4tiJD�sl ar CoritractorEmailaddress: Fax �Con�tadPe 0��r MCC registration # on allnew Single Family Dwellings or remodels over $10,000-TRCC # Building Use: Sq. Footage: # Stories Hoo °a ur55 Valuaho n •bescn'be Worlc 7 I u S� w 0 S l 151 .E /fro E I5- APPLICANTS PRINTED NAME I � %L Oy '� For City Use Only Sq. Ft /^0 7S Occupancy Type f - Flood Zone X Class Work Construction Type IC-0 Use Zone GG #Stories PafldngRvL--- Last use of Building_ eU L s Date use ceased.o Commeroial Building Plans only -Fire Marshal Approval Date Checked/Approved for Issuance By NotoS. CE:_AfQ Special Conditions: --NC X 1U W-AM/- ' No 7c- S %12 6T Taxes HCAD 0j3-zS(?-D80-000/ Residential driveway tie-in fee: Parkland(New Res. , ly): Zone Permit NoPermit Fee a S Plan Check S:Cesn=v�r r=d=MI ®nn OL/Da�osa� . COMPLETE THIS SECTION FOR ELECTRICAL PERMITS:: NOTE: MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $7.50 $7.50 Outlets, Fixtures, Lights & Switches (1" 5 -Flat fee) $ 3.00 Above Items (All Others) .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 $35.00each MOTORS: Up to but not including''/z by $ 1.50 each 1/ 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 COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MINIMUM CHHARGE ON PERMITS) IS $20.00 Description Charges Quantity Fees PERMITISSUEFEE _. - - '$15.00 $15.00 l�(f17 Fixtures/DrainstTaps $ 3.75 each Sewer (New, Repair, or Replacement) ' $ 7.50 each Septic Tank(Seepage Pit/Drain Field $15.00 eachC f G� Water Heater $ 3.75 each�d7 Gas Piping System (1-4 outlets, flat fee) $ 7.50 Gas Piping System (over 4 outlets -each) $ 1.50 each Installation, Alteration or Repair e o o of Water Piping and/or Water Treating Equipment $ 7.50 each Repair/Alteration-Drain or Vent $ 7.50 each Each Vacuum BreakerBackfiow Protection Each One (1-5) $ 3.75. each Each One (Over 5) $ 2.25 each Reinspection Fee $35.00 each Total S:1CPSharoIASPE ON DnW0Xas =fiwsa1]dg P¢mit Applside2 IMDS.doe ART DESIGN, SIGNS, h CHANNEL LEI7ERS CAF7MOUCHE W>bec se , CCS mattem CUSTOM SIGNS 1e321 sal-na7 IE3zl8 -- JAC Av cC w4'( EATI"CFA.wL v Site Location: D)0 S ECEIVE S P- FEB 13 2009 BY: Dwri lion PriceQtem Total CyAwsu.,L, r MFR_ E NI O D eo Subtotal Miscellaneous Balance Due /xv- - Sign Permit Notes 1. Sign in accordance with engineered design. 2. No part of sign is allowed in utility easement. 3. Separate Electrical permit required. 4. Call for city inspections. 5. In accordance with S. 106-871, no sign or sign part may have lights which flash move or rotate etc. No beacon light may be placed on or made part of any sign. 6. Call for utility locates @ 1-800-699-8344 for HL&P Entex's, and City of La Porte water and sewer locate at (281) 471- 9650. City, of La Porte 1004 W Fairmont Pkwy La Porte, Tx 77571 T (281)470-5073 INSPECTION LINE:(281) 470-5130 ****PLUMBING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 08-00001664 Date 1/08/09 Property Address . . . . . . 1010 S BROADWAY ST HCAD Number . . . . . . . . . 023-256-080-0001 Alternate Search Method . . . Application type description REMODEL, COMMERCIAL Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . COMM - GENERAL Owner Contractor ------------- ----------- ------------------------ ROTHERMEL ROD A FOLLIS CONSTRUCTION 2601 S BROADWAY ST APT 32 111 N BROADWAY LA PORTE TX 775716563 LA PORTE TX 77571 (281) 471-6881 ---------------------------------------------------------------------------- Permit . . . . . .. PLUMBING PERMIT Additional desc REMODEL PLBG Sub Contractor DYNAMIC PLUMBING Permit Fee . . . . 56.25 Issue Date . . . . 1/08/09 Valuation . . . . 0 Expiration Date . . 7/07/09 Qty Unit Charge Per BASE 8.00 3.7500 EA PL - 1.00 3.7500 EA PL - 1.00 7.5000 EA PL - Extension FEE 15.00 FIXTURES/DRAINS/TRAPS 30.00 WATER HEATER 3.75 WATER PIPE/TREATING EQUIP 7.50 ----------------------------------------------------------------------- Special Notes and Comments 1. AS PER FIRE MARSHAL PLAN REVIEW COMMENTS ATTACHED. 2. COMPLY WITH COMMERCIAL PLAN REVIEW NOTES ATTACHED. 3. CALL FOR INSPECTIONS. 4. FIRE ALARM & FIRE SPRINKLER REQUIRE SEPERATE DRAWINGS AND PERMITS. 5. CONSTRUCT AS PER APPROVED DRAWINGS. 6. PLUMBING AND ELECTRICAL PERMITS AND INSPECTIONS REQUIRED. 7. PROVIDE ENGINEER SEALED DRAWING OF ALL PROPOSED ELECTRICAL, PLUMBING AND HVAC PRIOR TO INSTALLATION. 8. CONNECT WALKWAY IN REAR OF BUILDING. 9. ALL WORK PERPORMED PRIOR TO BUILDING PERMIT MUST CONFORM TO CODE REQUIREMENTS. --------------------------------------- Fee summary Charged Paid ----------------- ---------- ---------- Permit Fee Total 56.25 56.25 Grand Total 56.25 56.25 --------------------------- Credited Due -------------------- .00 .00 .00 .00 PERMYT APPLICATION t of City of La Porte Established 1892 281-470-5073 Building Mechanical *Electrical *Plumbing *(See back of form) Project 61 o s. 6C� Owner's Name: � �F&c L 5 Phone: Street (P(U-",k City Zip 7L] /ZZ ) Address: P () 6 l< Z S I��s 1 ii % 7 5Z Street p City Zip Contractor Email address: L,0� sC.oa eao ( c� Fax 7 ( S 97—a /Z Z° Contact Person: TRCC registration # on all new Single Family Dwellings or remodels over $10,000-TRCC # Building Sq. Footage: # Stories Valuation: Describe Work: re Y t cL L APPLICANTS PRINTED NAME " For City Use Only Occupancy Type Flood Construction Type Use Zone _$-- d Class Work Sq. It — # Stories Parking Req Last use of Building Date use ceased: Commercial Buildings Plans QX-Fire Marshal Approval Date Checked/Approved for Issuance CE: Special Residential driveway tie-in fee: /L Parkland(New Res. Only): Zone # Fee: Permit No. 0 `� 16 0 l Permit Fee (o -1 Plan Check Fee: S:IGPShmvnspwfiomSldgPamitApp001/04/08.doc i . r' COMPLETE THIS SECTION FOR ELECTRICAL PERMITS:: NOTE: MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $7.50 Outlets, Fixtures, Lights & Switches (1 u 5 - Flat fee) $ 3.00 Above Items (All Others) .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''/2 hp $ 1.50 each %2 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 COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees 7.50 PERMIT ISSUE FEE $15.00 $15.00 Fixtures/Drains/Traps $ 3.75 each 3 00O Sewer (New, Repair, or Replacement) $ 7.50 each Septic Tank/Seepage Pit/Drain Field $15.00 each Water Heater $ 3.75 each f 3 '= 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 SS z SACPShmMSPEMON DMSIONftpectio Sldg P=ii Appl side2112805.doc City of La Porte 604 W Fairmont P-'" La Porte, Tx 775 (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 . . . . . . Owner ------------------ 08-00001664 1010 S BROADWAY ST 023-256-080-0001 REMODEL, COMMERCIAL LA PORTE REAL COMMERCIAL COMM - GENERAL ------------------------ ROTHERMEL ROD A 2601 S BROADWAY ST APT 32 LA PORTE TX 775716563 Contractor ---------------- Date 12/04/08 - ------------------------ FOLLIS CONSTRUCTION 111 N BROADWAY LA PORTE TX 77571 (281) 471-6881 ------------------------------------------------------ Permit . . . . . . ELECTRICAL PERMIT Additional desc NEW ELEC FOR REMODEL Sub Contractor COMPLETE ELECTRICAL SERVICES Permit Fee . . . . 49.50 Issue Date . . . . 12/04/08 Valuation Expiration Date . . 6/02/09 A Qty Unit Charge Per Extension BASE FEE 7.50 1.00 3.0000 EA EL - OUTLETS,SWITCHES (1ST 5) 3.00 65.00 .6000 EA EL - OUTLETS, SWITCHES (OTHER) 39.00 --------------------------------------------------------------------- Special Notes and Comments 1. AS PER FIRE MARSHAL PLAN REVIEW COMMENTS ATTACHED. 2. COMPLY WITH COMMERCIAL PLAN REVIEW NOTES ATTACHED. 3. CALL FOR INSPECTIONS. 4. FIRE ALARM & FIRE SPRINKLER REQUIRE SEPERATE DRAWINGS AND PERMITS. 5. CONSTRUCT AS PER APPROVED DRAWINGS. 6. PLUMBING AND ELECTRICAL PERMITS AND INSPECTIONS REQUIRED. 7. PROVIDE ENGINEER SEALED DRAWING OF ALL PROPOSED ELECTRICAL, PLUMBING AND HVAC PRIOR TO INSTALLATION. 8. CONNECT WALKWAY IN REAR OF BUILDING. 9. ALL WORK PERPORMED PRIOR TO BUILDING PERMIT MUST CONFORM TO CODE REQUIREMENTS. ----------------------------------------------------------------------- Fee summary Charged Paid Credited Due City of La Porte 604 W Fairmont F r La Porte, Tx 775,.E (281)470-5073 INSPECTION LINE:(281) 470-5130 ****ELECTRICAL PERMIT**** Page 2 Application Number . . . . . 08-00001664 Date 12/04/08 Permit Fee Total 49.50 49.50 .00 .00 Grand Total 49.50 49.50 .00 .00 ------------------------ ---- i a r of Contractor or Authorized Agent Date A p d by Building Official or Authorized Agent Date �� 12/02/2008 14:58 2818670680 COMPLETE;ELE^TDTCAL PAGE 01 1j,1g10V t�a i; l7 P�RMiZ' APYLTCATiON City of La Porte EstdblisW 1892 281-470-S,OFI S gam__ Mechanical "Plumbing I M'lIZ=M For City Use Only Clags'Wcck Sq. Ft, 0=4)aRCY Ts F1ood2ana Coas"cfiaa Type Use Zone N Stones Padd6 Re4-- Lastuse of Buildia Daft we Ceased: Commercial Buildings R ms Qtrly Fire Mars>tat Approval Date Checke&Approved for Ism=oe'By: Date CE: Special Conditions: 12/02/2008 14:58 2818670680 COMPLETE ELF'01CAL PAGE 02 COMPIZMTIUSISECT70NFOR CAL PERMITS:: �S) +N07M MRM4UM CHARGE ON IS S20.00 Description Ch. w , QutaaitY Fees PERMIT ISSUE FEE $7.50 57.50 Outlets, s, Lights 00 f Switches (1° 5 —Flat fee) Switches (1 $3 Above Items (All Others) 0 each. �._ Comes Washer/ Dryer S 2.00 each Range Reeeptaclo $ 3.00 each Cook Top or Oven S 1,50 each A/C, Window Unit Receptacle SB,00 each Water Ewer S 3.75 each Dishwasher/Garbage Disposal S 1.50 each Meter Loop & Service (t.raludes Temporary cut fn) $15.00 each Temporary Saw Pole (T Pole) SI5.00 each Roconnection of Service $15.00 each Reinspecdon Fee S35:00 mob MOTORS: Up to but not ncluding'/i hP $ 1.50 each '/s by and Iess than 10 hp $ 2.50 each 10 hp & up to'50 by S 3.50 each 50 hp and up S 450 eachV Total Fee COWLEM THIS SECTION FOR PI UMBING PERMITS NOTE: MINIMUM CHARGE ON PERMITS) IS $20,00 Description Charge Quantity Fees PERMIT ISSUE FEE $15.00 S15.00 Frctures/Dramb(Tcaps $ 3.75 each Sewer (NM ,Pgedr, orAeplacement) S 7.50 each Septic Tank/Seapage Pk/Dmio Field S 15.00 each Water Heaw S 3.75 each Gas piping System (1-4 outicls, flarfee) S 7.50 Gas Piping System (otter 4 oxdets-each) S 1.50 each, Installation, Alteration or Repair of Water Piping and/or Water Treating Equipment S 7.50 each iLOW/Ahm-afion —'Drain or Vent S 7.50 each Each Vacuum Breaka/Baeldflow Protacdon Each One (1-5) $ 3.75 each Each One (0ver 5) $ 2.25 each Reinspation fee $35.00 each Total s:�G45MteWIBPECTION DIVtS10NaoaelEtda Pama Appl eie.x ataeos.doc City of La Porte - 604 W Fairmont S / La Porte, Tx 77S,�' (281)470-5073 INSPECTION LINE:(281) 470-5130 PLUMBING PERMIT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Application Number . . . . Property Address . . . . . HCAD Number . . . . . . . . Alternate Search Method . . Application type description Subdivision Name . . . . . Property Use . . . . . . . Property Zoning . . . . . . Owner ------------------- 08-00001664 1010 S BROADWAY ST 023-256-080-0001 REMODEL, COMMERCIAL LA PORTE REAL COMMERCIAL COMM - GENERAL ------------------------ ROTHERMEL ROD A 2601 S BROADWAY ST APT 32 LA PORTE TX 775716563 ----------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc NEW REST ROOM Sub Contractor T-MACK PLUMBING Permit Fee . . . . 26.25 Issue Date . . . . 11/17/08 Expiration Date . . 5/16/09 Contractor ---------------- Date 11/17/08 FOLLIS CONSTRUCTION III N BROADWAY LA PORTE (281) 471-6881 Valuation Qty Unit Charge Per BASE FEE 3.00 3.7500 EA PL - FIXTURES/DRAINS/TRAPS ---------------------------------------------- Special Notes and Comments 1. AS PER FIRE MARSHAL PLAN REVIEW COMMENTS ATTACHED. 2. COMPLY WITH COMMERCIAL PLAN REVIEW NOTES ATTACHED. 3. CALL FOR INSPECTIONS. 4. FIRE ALARM & FIRE SPRINKLER REQUIRE SEPERATE DRAWINGS AND PERMITS. 5. CONSTRUCT AS PER APPROVED DRAWINGS. 6. PLUMBING AND ELECTRICAL PERMITS AND INSPECTIONS REQUIRED. 7. PROVIDE ENGINEER SEALED DRAWING OF ALL PROPOSED ELECTRICAL, PLUMBING AND HVAC PRIOR TO INSTALLATION. 8. CONNECT WALKWAY IN REAR OF BUILDING. 9. ALL WORK PERPORMED PRIOR TO BUILDING PERMIT MUST CONFORM TO CODE REQUIREMENTS. Fee summary Charged Paid ----------------- ---------- ---------- Permit Fee Total 26.25 26.25 Grand 1 26.25 26.25 TX 77571 N Extension 15.00 11.25 ------------------ Credited Due --------------- .00 .00 .00 .00 PERMTF APPLICATION City ®f La Porte Established 1892 281-470-5073 U' Building Mechanical *Electrical 'Plumbing ( G =(See back of form) Project Address: IO�D"�/D lot Owner's Name: W&ne 04? OC&Reee ( Phone: Street M City Zip Street City Zip Contractor Email address: Fax: Contact Person: TRCC registraizon # on all new Single Family Dwellings or remodels over $10,D00-TRCC # Building Use: Sq.Footage: fi /f 4Stories vahii lafinn• _ Describe Work:, e,510 3,1- Occupancy Type Flood Zane, Class Work . Sq. Ft Cons7octiou Type Use Zone # Stories Parking Req_ Last use of Buildin Date use ceased: Commercial Building Plans QpLy-Fire Marshal Checked/Approved for Issuance CE: Special Residential driveway tie-in fee: Parkland(New Res. OWa): Zone # Fee: Permit No. Permit Fee .� l f— Plan Check Fee: an ChenspztionslBld�Pu-miL4ppD01/04/08.doc ODIPE= TEES SECMONFDR s TC-ALPERIETS= _ NOTE ITT f5-Tdpm CONP�Csi S 52O.DD � pgSi�.iSSIIE F�E��E' S75D 5750 O� F I & S (1 a —Fbt:F--) S 3.DD Above l (AIl oti��) .50 c Cloth Washed Dry S 2DD Earh RM39c;- S 3.DD each . Coale Tap or Ov®. S 1-50 ==h A/C, WmBaW Unit F-=T d S 3_DD each Way TL-a:lmr S 3.75 eat n;*waffi=icla�� DiTosal S 150 each I&tmr I.DDp & Seavi.= . ( Teezpo=7 cvf-4 SI5.00,a TeMpDnBry Saw Pole (F PDIe) S15.OD each . Re om--"� of Servkc S 15-DD each. F� S35.DD each Id(DTDRS: IIpb b� aat Tnr'/ bn S 150 each �/ by aad lnss f3 zn 10 hP S 25D eat ID.bp L SO lm S 350 each 50 hp an3 np S 450-mn Total Fe CDhaTEM ING Pk'RAI n NOTE_ jirri,� f IIARf3F, DN PEBi OT(S) IS MD0 . 1DeS oII Q6amat3r FE= PFR6a/IT ISSIIE FEES SiS.UO F�ID�s S 3.75 eat S.^wes (New, Repo r or RepTvff) S 75D eath F Field $15.OD each W2 $ 3.75eac GzS Pimng System (24 aLdefm jja�)&qJ S 75D C,as Pipi Sys =n (rnp=- 4 ao� S 1SD eat. bnta9fion, cErRTerr . of Wad Piping Ev&or Watm- T=atbg S 75D each Rcpa�m(Ai=m±iaa—Dr-incrVen S 75Deach Eachvaco= aRPn&-=ld,,, - Farh One (1-5) S 3.75 each Each C�= (Over 5) S 2.25 each Rcbq=fimF= S35.DD each Tatal. 0 City of La Porte 604 W Fairmont Pkw) La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ------------------------------------------------------------ Application Number . . . . . 08-00001754 Date Property Address . . . . . . 1010 S BROADWAY ST HCAD Number . . . . . . . . . 023-256-080-0001 Application type description MISCELLANEOUS Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . COMM - GENERAL Application valuation . . . . 46000 Owner Contractor ------------------------ ------------------ ROTHERMEL ROD A GUARDIAN FE MORAN, 2601 S BROADWAY ST APT 32 2202 UNDERWOOD RD LA PORTE TX 775716563 LA PORTE --------------------- Structure Information 000 000 ----- Construction Type . . . . . NON COMBUSTIBLE (TY.I,II) Occupancy Type . . . . . . ASSEMBLY ----------------------------------------------------------- Permit . . . . BUILDING PERMIT -FIRE SPRINKLER Additional desc . . FIRE SPRINKLER Permit Fee . . . . 357.50 Plan Check Fee Issue Date . . . . 10/27/08 Valuation Expiration Date . . 4/25/09 Qty Unit Charge Per BASE FEE 45.00 7.5000 THOU BLDG - 1,001 - 50,000 ---------------------------------------------------------- Special Notes and Comments 1. CALL FOR INSPECITONS. 2. COMPLY WITH FIRE MARSHAL PLAN REVIEW NOTES ATTACHED. ---------------------------------------------------------- Fee summary Charged ------ Paid Credited --------------------- Permit Fee Total 357.50 357.50 .00 Plan Check Total 178.75 178.75 .00 Grand Total 536.25 536.25 .00 (SYGNATUR13 )6F CONTRACTOR UR AVltlW_L:GEll AGENT) Y/ XELtAI-fUnLd_1- (APPROVED BY BUILDING OFFICIAL OR AUTHORIZED AGENT) 10/27/08 LLC TX 77571 -------------- ------------ 178.75 .46000 Extension 20.00 337.50 -------------- Due 00 00 00 DATE l D/Z7/0 � - DATE y�fe tb c- ��''���� PEFLMI*f APPLICATTt ocY 2 Z 2000 ity of La Po 281-470-5073 Mechanical /O .2 3 �—o ff � =Electrical TPlumbm Address: Street ��j C�ity�-y,„ /� Zicp/�' r n Contractor. 6U m A4 C- t- E L � `." � `^' ' LL0_ Phone: `2 � ! T ? � _ t q 6` 22c z Siren city Zip Contractor Email Engineer. TRCC registration # on all new Single Family Dwellings or remodels over $10,000-TRCC # -71 Sq. Footage: # Stories pxa4Qc'-, Occupancy Type L - 3 Flood Zone, X Use Zone G L # Stories / Parking Rea N / � UNpfevevCe4� Last use ofBuildina Date use ceased: lFm� Commercial Buildings Plans �Eay-Fire Marshal Approval Date /0 CheckedlApproved for Issuance By. CE: N0 Special Taxes HCAD 0 3- - D 30 - 0 0 0 Residential driveway tie-in fee: Parkland(New Res. 0jay): Zone # Fee: Permit No. PermitFee 7� S� Plan Check Fee: SACPSh=Ump=tiom B mcnvtApp001/04/09.d= BIT MMONCA •_ .4 •. PFSMiLr.N&m 1=- V50 s�Sv Oa5cm Jbta= Lam A- 5 � (1c 5 i ) S 3.DD Abave %-m (An Ot3=—) .&D each cimt+k Wasshd Orya S 2-DO zanh Ran g�1-acL S 3_DO Cow Tap or Ovan S 150 cach A/C,3a:rR�y� S 3_D0 each g S 3.75 mch Di_sic�Gsib'�s- Dim S 1-50 each �a L.oag L Saves . (� TemporM7 cvf-4 SI3.DD each Tea3paim9 Sou Pa-- (£ PDk) S15_DD each R = of 5=Ti= S15.OD each RAF= S35_DDciffi -b�OTOS.S: Up to but not '-h-v 5150each �{hpand L=sPma10lp 5250each 10bp&�tp50hp S350each 50 by aaimP S 450.E Total Fes • r u1111.: r.. •.-C • a'.,1• 6 its • a• ::1• i. • a 11 11 •r - 1 cach 1 na - cn. Field 11 Wafer i _ 1 cas g system orR hstalh6m An-ra.,.. ofWatmr an,. h'.e Eqn4sn1 _.N-mtim each '. — �'ra mi 1 cadi Each One 75 e Each •-. / i Ek 9G i 1 mmh Total N'-I.•. ICY' �:,1 •.Vi, .. L'i .. City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ------------------------------------------------------------------------ Application Number . . . . . 08-00001664 Date 10/16/08 Property Address . . . . . . 1010 S BROADWAY ST HCAD Number . . . . . . . . . 023-256-080-0001 Application type description REMODEL, COMMERCIAL Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . REAL COMMERCIAL Property Zoning . . . . . . . COMM - GENERAL Application valuation . . . . 48500 --------------- ROTHERMEL ROD A 2601 S BROADWAY LA PORTE --------------------- Construction Type Occupancy Type . Other struct info Contractor -------- ------------------------ FOLLIS CONSTRUCTION ST APT 32 111 N BROADWAY TX 775716563 LA PORTE TX 77571 (281) 471-6881 Structure Information 000 000--------------- . . . . NON COMBUSTIBLE (TY.I,II) . . . . ASSEMBLY . . . . . FLOOD ZONE X --------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -COMMERCIAL REMODEL Additional desc . . REMODEL/BUILD OUT LEASE SPACE Permit Fee . . . . 380.00 Plan Check Fee 190.00 Issue Date . . . . 10/16/08 Valuation . . . . 48500 Expiration Date . . 4/14/09 Qty Unit Charge Per Extension BASE FEE 20.00 48.00 7.5000 THOU BLDG - 1,001 - 50,000 360.00 --------------------------------------------------------------------------- Special Notes and Comments 1. AS PER FIRE MARSHAL PLAN REVIEW COMMENTS ATTACHED. 2. COMPLY WITH COMMERCIAL PLAN REVIEW NOTES ATTACHED. 3. CALL FOR INSPECTIONS. 4. FIRE ALARM & FIRE SPRINKLER REQUIRE SEPERATE DRAWINGS AND PERMITS. 5. CONSTRUCT AS PER APPROVED DRAWINGS. 6. PLUMBING AND ELECTRICAL PERMITS AND INSPECTIONS REQUIRED. 7. PROVIDE ENGINEER SEALED DRAWING OF ALL PROPOSED ELECTRICAL, PLUMBING AND HVAC PRIOR TO INSTALLATION. 8. CONNECT WALKWAY IN REAR OF BUILDING. 9. ALL WORK PERPORMED PRIOR TO BUILDING PERMIT MUST CONFORM TO CODE REQUIREMENTS. -------------------------------------------------------------------- Fee summary Charged Paid Credited Due City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 = (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** Application Number ----------------- Permit Fee Total Plan Check Total Grand Total Page 2 . . . 08-00001664 Date 10/16/08 ------------------------------------ 380.00 380.00 .00 .00 190.00 190.00 .00 .00 570.00 570.00 .00 .00 OF,eONTRACTOR OR AUTHORIZED AGENT) BUILDING OFFICIAL OR AUTHORIZED AGENT) c� D TE t j !/y''i,ie � `f 'PERMIT APPLICATION I 9 2 Zi ia Of AO City of La Port a�rrabrish1892 281-470-5073 �I, fin o 8,2 S Qp Building Mechanical *Electrical *Plumbing ec �OQtL *(See back of form) Project Address: /D%e Sdn&v(adtyn u ' _n- L, - '-�U�I.ot: Owner's Name: L e�r3r/%�6�'�4'��f✓<il/'iftti Phone:_ _ -y - I a4 Address: Street City ' zip Address: IV, 2U,, LW wk Ty --� -1S 7 1 m�otl�s� �o I 1 �SConsir uc�on •C_oM zip Comiactor Email address: Fax OIU71ICv�o ContadPerson: rL Engineer: Lima', Building Use:.trilf: 112d!6-1"140- Sq. Footage: R Il'D # Valuation: 4 8, 5QC�W Describe Work: il-E NOT A VALID PERMIT UNTIL OWVNER IS NOTIFIED OF APPROVA�Lt& ALL APPLICABLE FEES ARE PAID IN FULL APPLICANTS SIGNATURE ram'/4 o� f� `� � %i-i�/i�1- r/ DATE: APPLICANTS PRINTED NAME ` !-'2`1,�/ x�7 For City Use Only Occupancy Type- r _ Flood Zone X Class Work J Rww n Sq. Ft. Construction Type Use Zone G Ci V,v P co�tit Last use of Building Commercial Buildings Plans Only -Fire Marshal Approval Checked/Approved for Issuance # Stories / Parking 61 ,4- Date use ceased: ^7 0 Date A) Date Residential driveway tie-in fee: f J R * �aa Parldand(New Res. Off: Zone # NJ� ee: Permit No. O $ J�� Permit Feel � 3 O � Plan Check Fee: sAcrsmrevosPea;=\sIdgP= M 0 L : L- SAcv� COMMERCIAL PLAN REVIEW COVER SHLEi (INTERNAL USE) ADDRESS: J0/0 Sotith• 6raoc v.1u.� --OWNER'S NAME: L..L- --JRctrs PROJECT TYPE: moo,, e ��0 NEW: ADDN: -,HCAD#: 0. 3 —.266 eYd ooa / HTE LOC#: FLOOD ZONE: X Y/N SUB /DATE RETURNED Troy �ON� CRRI CTTI�` ni ♦ w. ifllillli 1 . i II�]Q���t1CV�"FII]� (Applicable on Demo, Addn, or Remodel) :4}F`96F Al 6HI�It 'cable to Comm. Or Ind.) (If yes, permit cannot be issued.) Tvf t nn nn u eni . _IC . nT E�. (If yes, permit cannot be issued.) LP .. - f yes, figure fees. If no, use w/s form to explain why they are not.) TAXES UP TO DATE?: DATE OF REVIEW: d INSPECTOR: ITEMS NEEDED FOR ISSU CE OF PERMIT: 1. CURRENT INSURANCE CERT. (if applicable) OK — k- TT OWNER OR CONTRACTOR NOTIFICATION TIME NAME OF PERSON CONTACTED Y,,-s- PM LccC-c V.M. F. c- MnCK P&PO T+ cell Alta /N •c� FINX C&.3F-. Tc 1:4.c.. Jp..c�1V,I a Q✓.e s C-1 •j- 34r<r , l y3' P L 4Fi v•rt-//rs <.�/ 7/3 - S1CPSh=VNSPEC170N DIVISION\Imp=iont\COML PLAN REVIEW COVER SHEETAm Rev. MAROS INSPECTION SERVICES BUILDING PERMIT CHECKLIST (COMMERCIAL) Job Address: Owner Name: Type of Work: Date Received in Inspections: Legal Description: Zoning: / Street/Alley Closing Action? Ord. #s: Complete and accurate construction drawings completing your project. They will be used t( subcontractors, show details in legal documey OR N phases) are one of the most important steps in t out the job, get estimates from any pd to obtain necessary permits. Survey of Property / 5) Yes (SBC\pend or No Certified Site Plan to Scale indi ating: (Dev ce 1444)Yes or No (If required by Plannin Department) (Apx E) • North Arrow (Dev ce 1444)Yes or No (Apx ) • All existing & propos construction (Dev an 1444) Yes or No (Apx E• All required buildi setback lines (Dev ance 444) Yes or No (Apx E)• Utility Easeme s/Alleys, Streets (show if appli able) (Dev ance 14 )) Yes or No (Apix E)• Distance f proposed structure to property lines(Dev ance 1444) Yes or No (Apix E) Inspections Division Building Permit Checklist Page 2 ��oneS Yes or No (City Ord 106-142) Yes or No (State Law) Yes or No .� (State Law) Yes or No (State Law) Yes or No (CLP Resolution) Yes or No - (CLP Resolution) Yes or No (City Ord 106-141) Yes or No -.--Addressues ee e (City Ord 106-141) Yes or No sGulverFR ee e (City Ord 106-141) Yes or No Yes or No ermit (if a licable (City Ord 1444-A) Yes or No �61e err (if applicable) (City Ord 1501-R5) Yes or No pmen erml (if building" (City Ord 194-63) Yes or No • Water & (Ord 759-F) Yes or No • Com - ' (Ord 759-F) Yes or No (City Ord 74-121(c) Yes or No • Current Cificate e€-k�suranee—�, (City Ord 82-35) Yes or No Construction Drawings with Engineer's Seal (if applicable) (State Law) Yes or No •'• Fonn a+inLQ1 (State Law) Yes or No r Structural Framing P an (State Law) Yes of No �•�ierElevation --� (State Law) Yes or No ectrical Drawings (State Law) Yes or No •:• Plurnbing Drawings (State Law) Yes or No :• Mechanical Drawings (State Law) Yes or No (State Law) Yes or No -:m 94ab ble) (State Law) Yes or No SACPShmUNSPECTION DIVISIONVnspectionABldg P Checklist ComIMar08doc 360 City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE: (281)470-5130 ****ZONING PERMIT**** --------------------------------- Application Number . . . . Property Address . . . . . HCAD Number . . . . . . . . Application type description Subdivision Name . . . . . Property Use . . . . . . . Property Zoning . . . . . . Property owner . . . . . . Owner address . . . . . . . Other struct info ------------------------------------------ 08-00001665 Date 10/16/08 1010 S BROADWAY ST 023-256-080-0001 ZONING PERMIT COPY LA PORTE REAL COMMERCIAL COMM - GENERAL ROTHERMEL ROD A 2601 S BROADWAY ST APT 32 LA PORTE TX 775716563 SIC CODE (ZONING PERMITS) X ---------------------------------------------------------------------------- Permit . . . . . . ZONING PERMIT Additional desc SIC 7999 LIL JACKS MOONWALK Permit Fee . . . . 50.00 Issue Date . . . . 10/16/08 Valuation . . . . 0 Expiration Date . . 4/14/09 Qty Unit Charge Per Extension BASE FEE 50.00 ---------------------------------------------------------------------------- Special Notes and Comments 1. SIC 7999 LIL JACKS MOONWALK RENTALS 2. ANY CHANGE OF USE, TENANT, OR OWNWESHIP REQUIRES A NEW ZONING PERMIT. 3. MUST OBTAIN FINAL INSPECTION APPROVAL FROM CITY PRIOR TO USE/OCCUPANCY. -------------------------- ------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 50.00 50.00 .00 .00 Grand Total 50.00 50.00 .00 .00 -------------------------------------------- THIS PERMIT BECOMES INVALID WIT ANY OCCUPANCY, TENANCY OR R V10F SPACE. OWNER OR AGENT ZONING ADMINIS OR u ------------------------ CHANGE OF USE, IS BUILDING OR LEASE C,,,AMERCIAL PLAN REVIEV� .. _)TES 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 spacelbuilding. 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-10:00pm 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. 0101 S:\CPShare\AJSPECTION DIV[SION\Inspections\COMMERCIAL PLAN REVIEW NOTES 8/08doc Y IV. APPLICABLE CODES Adopted November 17 2007• Effective January 01, 2008: 2006 INTERNATIONAL BUILDING CODE (IBC) 2006 INTERNATIONAL PLUMBING CODE (IPC) 2006 INTERNATIONAL MECHANICAL CODE (BIC) 2006 INTERNATIONAL FUEL GAS CODE (IFGC) 2006 INTERNATIONAL RESIDENTIAL CODE (IRC) 2006 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) Adopted March 24 2008• Effective Apri18, 2008: 2008 NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS (COMMERCIAL & RESIDENTIAL) 2003 INTERNATIONAL FIRE CODE (IFC) WITH ADOPTED AMENDMENTS TO FIRE CODE S:\CPSLareUNSPECTIONDIVISION\Inspections\Residential Construction Packet\APPLICABLE CODES.doc Rev. 3-08 10/03/2008 10:54 7087990310 PAGE Ol October 3, 2008 04 RECEIVEn aim. �®� OC1 l � ZUUo "'��� :y INTERNATIONAL Mr. Mark Follis CODE COUNCIL Follis Construction 111 N Broadway InternationalCode C until La Porte, TX 77571 Chicago District Office 4o5, W Flossmoor Road Country Club HI15,11.6048 RE: Sections 303,1 te1: 888.icc safe 422.7233 , 304.1, 608.2,1004.1.1 and Table 1004.1.1 of the 2006 fax: 706. 799.49 , International Building Code w Jccsafe.or Dear Mr. Follis: This letter is in response to your facsimile of September 22, 2008, requesting a written code interpretation regarding the above referenced code sections. As indicated in your request and accompanying floor plan, the subject is a 14,100 sq. ft. tenant space. The space is a build -out for Lil Jacks Moonwalk Rentals. You indicate that this space will be used to host children's parties and for the rental of inflatable play equipment. The space consists of a rental/lease area, a large play area (where inflatable play apparatuses are located), three party rooms, an employee break room lounge, mechanical rooms and a 1,737 sq. ft. storage room. As I understand your request, you wish to know the proper way of calculating the design occupant load and what is the occupancy/use classification of the tenant space? i The determination of the design occupant load of a building/space using the calculated method in accordance with Table 1004.1.1 is based on the specific function of each individual space, Therefore, applying Table 1004.1.1, the calculated occupant load of your tenant space would be determined as follows: • Storage, mechanical and janitor's closets: 300 gross sq. ft. per occupant (Accessory storage areas, mechanical equipment room) • RentalAease area (appears to be Sales Area on plan) and office area: 100 gross sq. ft. per occupant (Business areas) • Party rooms and employee dining area (i.e., break roomAounge): 15 net sq, ft. per occupant [Assembly without fixed seats - Unconcentrated (tables and chairs)] Note, as this calculation is based on a net square footage, you can deduct for walls and permanent counters/cabinets. • Play area containing inflatable play equipmentlapparatuses: 50 gross sq. ft. per occupant (Exercise rooms). Due to the primary use/function of this space and a design occupant load i exceeding 49 people, the proposed tenant space contains a Group A-3 occupancy. Please note, as the storage room is greater than 100 sq. ft., Section uires that ither as an incidental usand its e area ores a full-blown Group up S--1 occupancy. Moreover,e storage room be as the provided information does not indicate if an automatic sprinkler system is provided, it is worth mentioning Section 903.2.1.3 requires Group A-3 occupancies to be sprinklered where the fire area exceeds 12,000 sq. ft. or where the occupant load is 300 or more. tr i 10/03/2008 10:154 7087990310 PAGE 02 International tel: fax! This opinion is based on the information which you have. provided. We have made no independent effort to verify the accuracy of this information nor have we conducted a review beyond the scope of your question. As this opinion is only advisory, the final decision is the responsibility of the designated authority charged with the administration and enforcement of this code. Sincerely, John S. Gonzalez Technical Staff Follis Construction, Inc. 111 N. Broadway • La Porte, Texas 77571 • (281) 471-6881 RIECOVED Occupancy Load - Lil Jacks Ot� Storage 1-300/ 1737=1737/300 =5.79 Play Area 1-50 9222=9222/50=184.44 UCl 0 3 2008 Party Rooms 1-15 312+312+182=806/15 =53.73 Mechanical Rooms 1-300 261+84+54+110=509/300 =1.69 Sales & Service 1-30 777=777/30 =25.90 RR & Lounge (N/A) 0 Offices 1 234+190=424/424/100 =4.24 Break Area 1-15 231=231/15 =15.40 TOTAL.................................=291.19 =292 * �Cin�o 0 V— Follis Construction, Inc. 111 N. Broadway • La Porte, Texas 77571 • (281) 471-6881 Occupancy Load - Lil Jacks Storage 1-300 1737=1737/300 =5.79 Play Area 1-50 9222=9222/50=184.44 Party Rooms 1-15 312+312+182=806/15 =53.73 Mechanical Rooms 1-300 261+84+54+110=509/300 =1.69 Sales & Service 1-30 777=777/30 =25.90 RR & Lounge (N/A) 0 Offices 1-100 234+190=424/100 =4.24 Break Area 1-15 231=231/15 =15.40 TOTAL.................................=291.19 =292 RECE!" - - OCl 0 � 2003 Oct 06 2008 2:08PM 2814716038 p.2 Follis Construction, Inc. 111 N Broadway * La Porte, Texas 77671 • Ph. 2811471-6881 • Fax 281/471-6038 September 22,2008 John Gonzalez I.B.C. VIA FAX 708/799-0310 Dear Sir: I do g4l, LMA Per our previous telephone conversation regarding Lil Jacks Moonwalk Rentals. This is a 14,100 square foot facility with rental/lease area, storage area, offices, mechanical rooms, and party rooms with a large central area to set up different inflatable moonwalks for children to play in. This letter is a formal request for a written interpretation of the project use and occupancy load classification using the 2006 I.B.C. Building Code and 2003 Fire Code. Sincerely, Mark Follis Follis Construction Oct 06 2008.2:08PM 281471GO39 P.1 Follis Construction Inc. 111 N. Broadway La Porte, TX 77571 FAX TRANSMITTAL DATE: 10/06/08 TO: Dwayne I City of La Porte FROM: Christy Villalobos FAX• 281/470-5005 FAX: 281-471-6038 TEL: TEL: 281-471-6881 cc: PAGES: 4 Oct 06 2008 2:08PM 2814716036 p.4 NOTES 1. MASTER ELECTRICIAN TO CHECK ALL ELECTRICAL FOR CODE COMPLIANCE. A. PROPOSED ADDITIONAL LIGHTING IN THE UNISEX RESTROOM, (2-2 LAMP FLOURESCENT FIXTURES), BREAKERS TO BE INSTALLED IN EXISTING ELECTRICAL PANELS. B. PROPOSED ADDITIONAL WALL OUTLETS, (1-QUAD OUTLET, 8- DEDICATED DUPLEX OUTLETS AND 19- DUPLEX OUTLETS), BREAKERS TO BE INSTALLED IN EXISTING ELECTRCAL PANELS.. C. PROPOSED ONE (1) EXHAUST FAN IN UNISEX. RESTROOM, VENTING THRU THE ROOF. 2. STATE LISCENSED HVAC CONTRACTOR TO CHECK HVAC FOR CODE COMPLIANCE. 3. STATE LISCENSED PLUMBING CONTRACTOR TO CHECK PLUMBING FOR CODE COMPLIANCE. 4. UNISEX RESTROOM FIXTURES TO TIE INTO EXISTING WATER AND SAN SEWER LINES. 5. LA PORTE CITY CODE REQUIRES 5-1/2" STUDS IN ALL WALLS WITH PLUMBING DRAINS. 6. THESE WALLS REQUIRE A ONE HOUR FIRE RATING., 7. FIELD VERIFY A SOLID CORE DOOR WITH CLOSURE. 8. REMOVE EXISTING OHD DOOR, AND INSTALL A CASED OPENING IN IT'S PLACE. 9. ADD KEY TO KEY HARDWARE TO EXISTING EXIT DOORS. ADD SIGN "THIS DOOR TO REMAIN OPEN WHILE BLDG. OCCUPIED". 10. ALL WORK SHALL COMPLY WITH T.A.S. AND A.D.A. REQUIREMENTS 11. REMOVE THIS OVERHEAD DOOR AND REPLACE W/ NEW ONE HOUR RATED WALL. 12. ALL RAILING IS 1-1 /4" ROUND,, AT 36' HIGH WITH A SECOND RAIL AT 24". THE POSTS ARE SET IN SLEEVES 3" FROM EDGE OF CONCRETE. 13. A SECTION OF THE RAILING IS TO BE REMOVABLE ALONG THIS SIDE, LENGTH AND LOCATION TO BE DETERMINED AT A LATER DATE. 14. ALL NEW INTERIOR BUILDOUT WAS WITH PRESSURE TREATED LUMBER PER TAG ON END OF EACH STICK OF LUMBER. 15. THERE IS NO CHANGE PROPOSED FOR THE HVAC SYSTEM, NO MECHANICAL CHANGES. Oct 06 2008 2:OBPM 2814716038 P•5 2814716038 Sep-22-2608 1:37PM Job Date Time Type Identification Duration Pages 472 3,12212006 1:36:51PM Send 17087990310 1:52 3 Follls Construction, Inc. _ - 111 n Bmad W . u &M.7am 77A71 .Pik 11114714M • W 711N71i07/ Jd 00=wee 1B.0 Vt.1FN 7 Vng-0J10 P¢ aue peviavtrkPboue esv¢seEm¢�dmatit JaketAmow-dtRe>y1i. 1lualea Ie,:00 egme rM fesil itS wv! rt9fVle¢e ¢R �oP Ri aRms. mecheaic+l momv, ¢W PNP moms wdth.isae were! nm m w1up�H¢ev inP¢ab'see.mwa4e f.rcbJAea W P1V is ibu leas le.ftam e.i.m MawsiPeai¢eryrea0enaldm p<ojm.m. and amgei�loed citsfileatic¢ minAim 30061B.C. Hid1d!<+g Cctleaad ZOOJ Put Code. SiemslYi Pally Ceam,ctlan Result 0K Oet 06 2008 2,:08PM 2814716038 P•3 T T 386 F �y y ' I --- -- -- - lT CI.R LAII j n= LOUNGE -:90.2 SOFT PROPOSED 3070 s 8 •9 EXIT DOOR WITH MOP d SINK yEF15 I 9' PANIC HARDWARE 73.9 S •� I I I ^�o Q _ SEE NOTE 11 MECH. To 8 N---�7' N STORAGE 921A SO 8.9•1737.55 SOFT i ' I I BREAK AREA I i 231.6 SQFT i 'R , g• 4f , , I �1 • ADA HI- SEE NOTE 6 RR LOW WF I 30.0 SEE. NOTE 7 13 i • I : N � I u� MECH.1,' 190.0 SOFT I; I : 13' PLAY AREA MECH. ---- SQFTf. 0 : J 9222.75 SOFT SALES 9' , 84.0 SOFT i AREk nl m , OFFICE i 777.0 SOFT o� +� PARTY, 234.0 SOFT i ROOM �x$y I 0 182.0 SOFT }I --------� : 13' �13 .n EXIT j 2t' i TOTAL PROJECT AREA / 1 <� PARTY 14,100.0 SEE NOTE 8 u N ROOM i o� 312.0 SQFT i i : I i <: PARTY •": ROOM , 1� p' —'••J I 312.0 SQFT SEE NOTE 9 �� MECH I = i11D.0 SOFTi EXIT J Pry 6FJ� 3 o tiehsd/I a C3 G cA tnl c �/i a � Cm) = u c l 16 o (W) wc. = — ( 3 u-j- 1fY� — fl �l5 Cb = M `1l 4auL -))I l o, ass-eAd 1 S 19 L) '- � i. �pe.hsoa = a C3 63 EA) z 7 �sns L�1V� „-vim t, fl F-. 'A up = 115CD -Ll r - v�S — l o� zq,Ih aa _ _-_ h- - COMMERCIAL rLAN REVIEW COVER SHEET (INMRNAL USE) ADDRESS: - /o / 0 S • 4MoraLA N'4 MAY Fg gnoc OWNER'S NAME j c I� (3 r� rFkQ-L - / PROJECT TYPE: 1.fi�r\�r (3.�, t NEW: ADDN: %x HCAD#: O o S- o - 0 0 0 I HTE LOC#: FLOOD ZONE: X ZONE? S VISTI (DRAINAGE) ZO PERMIT CERT. PLAN APPROVAL ASBEST SURVEY RECEIVED TAS (ADA) OOF OF SUBMITTAL F101 RESOL. I F216-00-00 RES FILL DIRT APPL CLEARING PERT FLOOD PERMIT W/S FEES APPLI S UP ATE DATE OF 1; W: MS NEEDE FOR ISSUANCE I 1. URRENT SURANCE CERT. (S�rro F «o L4 s4J S. DATE a r /N 3MAM 0 i%\} : i !Mw Y/N SUB/DATE -1,4;-%s <or (Applicabl n Demo, Addn, or Remodel) (Applic e to Comm. Or Ind.) (If ye ermit cannot be issued.) (If , permit cannot be issued.) fees. If no, use w/s form to iey are not.) OK .+ evor Z'44cct.r pates Jpne•Js nri' r fzxpost rraNx eL^r+.s 7-4 n d ptnrti icrnrr fe PL n Dnria Nn1L.%5 en i ga. sr ati,.AK{r4s r-z...ar^i r4 kywn.na j. Fa..r S �� r A f AA ` SAC{t aNtr%v c�•• /td V{S.aci •�. 9. �. �niti^4.% "idr<r ati F.r.. s nJi+/�, fa f.r{. r-r« PotS-- /G/o/S :51-1 ZZ- eprt� 3'nck f3nrF{c F�f cL.N ir- .J FLUf PLn.+- Apr 20-�� 07iS l�nl A1L b -.M. FI/.i rATy F P'- %htSlc. S-o� �.} RS1G..,.riLyo- a -cc. T-� ,C-1 -%rztr-N IL17„r/n,.S A Y / yr TV .J Wql\ 1Uc..1 SPw.at-..r�.J-� naS rl 1 t�....� �¢i�r ft+\.a�tL1r�S. in..,., o %-a.� q..a i sa..jac� riRvnl 1. {-Irµt'> / "� � /`• ^'T _ nJu (i.S. SACPSb=\WSPECTION DMSIONUmpecbom\CONE PLAN REVIEW COVER SHEETAm Rev. MAR08 �• P-QZ7 o � M ris i 3a �3M1 ooegGw- �uf+ To t� rT s r'n.J -t" j r'e, n ! o .J a S //-s / ��' 0.�� �� �o � rn<<F i,a$ wS,h �^R. (�ncFctl� �-E�, A•.1-. f r�.[fi, �-tc rncti rvoP�1 M H-1 !� M• i • clts.c�.�5 pprr.�s i[-A MArY F��rei� r1 .. `y 0 i -f INSPECTION SERVICES MAY 13 2008 ' BUILDING PERMIT CHECKLIST (COMMERCIAL) Job Address: HCAD#: Owner Name: Type of Work: New Remodel Addition Date Received in Inspections: Legal Description: Zoning: Allowable Use? Y OR N Street/Alley Closing Action? Ord. #s: Complete and accurate construction drawings (all phases) are one of the most important steps in completing your project. They will be used to cost out the job, get estimates from any subcontractors, show details in legal documents, and to obtain necessary permits. FORMAT Furnish two sets of construction documents including the following items: Survey of Property (SBC 104.2.5) Yes or No Certified Site Plan to Scale indicating: (Dev Ordinance 1444)Yes or No (If required by Planning Department) (Appendix E) • North Arrow (Dev Ordinance 1444)Yes or No (Appendix E) • All existing & proposed construction (Dev Ordinance 1444) Yes or No (Appendix E) • All required building setback lines (Dev Ordinance 1444) Yes or No (Appendix E) • Utility Easements/Alleys, Streets (show if applicable) (Dev Ordinance 1444)) Yes or No (Appendix E) • Distance for proposed structure to property lines (Dev Ordinance 1444) Yes or No (Appendix E) Inspections Division Building Permit Checklist Page 2 • TIRZ Zone? Yes or No • Zoning Permit (City Ord 106-142) Yes or No • Asbestos Survey (if applicable) (State Law) Yes or No • Energy Code Analysis (if applicable) (State Law) Yes or No • TAS (ADA) Proof of Submittal (State Law) Yes or No • 17101 Resolution applicable (CLP Resolution) Yes or No • F216-00-00 Resolution applicable (CLP Resolution) Yes or No • Utility Verification Needed (CDR) (City Ord 106-141) Yes or No • Address Request Needed (CDR) (City Ord 106-141) Yes or No • Culvert Request Needed (CDR) (City Ord 106-141) Yes or No • Hams County Driveway/ Culvert permit received? Yes or No • Hams County Health Dept. (Restaurants) approved "Plans Review Information Report" received from Harris County? Yes or No • Fill Dirt Permit (if applicable) (City Ord 1444-A) Yes or No • Clearing Permit (if applicable) (City Ord 1501-R5) Yes or No • Flood Plain Development Permit (if building is in "AE" or "VE" flood zone) (City Ord 194-63) Yes or No • Water & Sewer Fees Applicable (Ord 759-F) Yes or No • Completed Petition to Tie on to Existing Water/Sewer Mains (Ord 759-F) Yes or No • Sample Well Proposed? (City Ord 74-121(c) Yes or No • Current Certificate of Insurance (City Ord 82-35) Yes or No • Construction Drawings with Engineer's Seal (if applicable) (State Law) Yes or No ❖ Foundation Plans (State Law) Yes or No ❖ Structural Framing Plan (State Law) Yes or No ❖ Exterior Elevation Plan (State Law) Yes or No ❖ Electrical Drawings (State Law) Yes or No •:• Plumbing Drawings (State Law) Yes or No ❖ Mechanical Drawings (State Law) Yes or No ❖ Drainage Plan (State Law) Yes or No ❖ Slab Elevation (if applicable) (State Law) Yes or No SACPShareUNSPECTION DNISION1,InspectionsTldg P Checklist ComlMar08doc PECEIVP. 0 MAY 1 3 2008 V 13uilding_� (,Owner's Street ,--Contractor L L --A,ta q- 1010 S. r PERMTr APPLICATION City of La Porte 281-470-5073 Established 1892 Mechanical *Electrical *Plumbing — *(See back off ) 13RoAowRt� Lot Bloc . f 1S 0Qy' /�' - ,\ ^ ._ 1' .1 _ O ✓P.hnnr O I Li 1— 1 I V 1 Street Contractor Email address: Engineer. �— TRCC registration # on all new Single Family Building Use: :.. ki Il /1l1� M Occupancy Type t Construction Type Last use of Building Commercial Buildings Plat; r.henked/Aooroved for lssw 0 City or k ��R2•�c�(csQ For City Use f Flood Zone Use Zone 4 C- Marshal over $10,000- e\ Sq. For Class # Stoi use a -110 aA& W serzSQn�/ _ *� D Sq. Residential driveway tie-in fee: nr /l — Parkland(New Res. gn!y): Zone # ry ri Fee: m^ Permit No. Permit Fee Plan Check Fee: s:CMh=vmpecb=\sider�04)vWI/04/09.dm 0 PERMIT ISSUE7' 1 S7.5D O. Svhmbm 11 1 • .. 1 Ckdes Wadwd Dryer S 2.DO each — Ramp _ ' /1 cub Oven 1 each — ..i 11 each Disposal 1 i Meter Loop & - _ 11 Tmq>ormy Saw Pok�(T Pole) 11 each — - _ 11 Rcks�� Fee 1 1 -- MOTORS: Tap to but net iamlm�mg % hp S 150 each 'Rbp and 1= thmm 10 hp S 250 each 10 hp & up te, 50 by ' S 350 each 50 by and up S 450•mrh Trial Fee rr .Y a 1 • • 1 AM r: •r. V, .1 / I111 PERMIT ISSUEFFB S15.Wi SI5.D0 F 6rw/DminslTmps S 3.75 each Sewer (xew, Reps; or Rep1wmmc4 S 750 each Septic TanHScepago PiuDram Field S15.00 each Water geat= $ 3.75 each Gasp#6g'Syetem(I-4mdetr,, afee)S 750 Gas P4=g System (miner 4 m6 cft-eo h) S 150 each histaIla iom. Ahrrat m or Repair �1 o aw P�g and/or 11 ata .. 4 TxWmg Equ>pme t . S 750 each Rgm&Abmofi m — Dmm or Vent S 7-50 each Each Vacs Shalom Sarl$aw PxWad&n Each One (7-5) S 3.75 each Faeh One (over 5) s ZJs each a, Page 2 of 3 From: Menager, Dwayne Sent: Tuesday, May 20, 2008 7:14 AM To: Meekins, Clif; Hutchison, Brady Cc: Wilmore, Debbie; Huber, Mark; Menager, Dwayne Subject: RE: 1010 South Broadway Cliff, Have you had a chance to take a look at 1010 S. Broadway (Liljacks Moonwalk)? Thanks, Dwayne From: Menager, Dwayne Sent: Friday, May 16, 2008 10:58 AM To: Meekins, Clif; Hutchison, Brady Cc: Wilmore, Debbie; Huber, Mark Subject: 1010 South Broadway May 16, 2008 Cliff, Brady I have talked with Jack Barfield 1010 S. Broadway (Lil Jacks Moonwalk) for clarification on the floor plan they are as follows. . Total sq. feet of lease space is 12000 sq. ft 100' X 120' . The storage room shown on the floor plan is 2200 sq. ft and is storage for the hardware store? This would require fire walls and separate egress requirements. . Lil Jacks lease area is 9800 sq. ft One option for the owner is to remove one of the party rooms this would reduce the occupant load to less than 50 for this area and then be classified by the building code as a Type B occupancy under the 2006 IBC section 303.1 Assembly Group A exception (1) and would eliminate the requirement for this area to have floor to ceiling fire walls for this area of use. Although there are other requirements that will have to be addressed, once I receive your plan review comments I will set a meeting up to meet with Mr. Barfield and explain the code requirements and give him the opportunity to ask any questions he may have. Thanks, Dwayne Menager City of La Porte Inspections 281-470-5070 5/20/2008 Page 1 of 3 1\ , Menager, Dwayne From: Meekins, Clif Sent: Tuesday, May 20, 2008 9:10 AM To: Menager, Dwayne; Hutchison, Brady Cc: Wilmore, Debbie; Huber, Mark Subject: RE: 1010 South Broadway Dwayne, Here are my comments for 1010 South Broadway. One concern I have is the wall between the existing hardware store and this location. I will assume we will require Lil Jacks to verify the rating of this wall. 1) Building shall comply with the 2003 International Fire Code and the NFPA 101 Life Safety Code, 2000 Ed. 2) Fire Sprinkler shall be installed in accordance to 2003 International Fire Code; NFPA 101 Life Safety Code, 2000 Ed; and NFPA 13, 1999 Ed. The current Fire Sprinkler will need to be updated to current standards and installed for proper coverage. Separate plans shall be submitted from a Fire Sprinkler company with an RME seal. 3) Building shall be protected by a Fire Alarm in accordance to 2003 International Fire Code; NFPA 101 Life Safety Code, 2000 Ed; and NFPA 72, 1999 Ed. Separate plans shall be submitted for Fire Alarm. 4) Egress can not be from a lower hazard to a higher hazard. Building will require a secondary egress. Egress shall be located remotely to the existing East egress doors. 5) Roll -up over head doors can not be in an egress path. 6) Better define area labeled as "Display Public Area". Provide a description of the spaces intended use. 7) Provide intended use of the large open space to the west of the room labeled "A/C". 8) Building shall require Exit and Emergency light to be installed. 9) Show all doors details including panic hardware details and direction of egress. %yICC�ZlGLd Fire Marshal, City of La Porte 120 South 2nd Street La Porte, Texas 7 75 71 Office: 281-867-4603 Fax: 281-867-4629 5/20/2008 J 1'19ec ilN�_G.r�-%�+ rL ro 5_�� vs.0 Z••, c tra L pt,^Il rta., cam.. �rvr _c-7rS—L�/1a.�. Flc� �rr.►cc,.J. �Ccae fLe6d T�3 S c/%v Z. S 14 ...r .i.,. q-^ J ti i a ,) , o f & h c L. rz 3 flnt/fe% l�1M«�lo,..(} Oi� �/%•�ln. 2ca.,.., - pr. SP/•fcc - ll fcyrt�Pr si'"cA_��.o-—� P�.+..,R�,.r�u N� • - �n-c.,ori chtc4vc -� %Zasr�oo.�-, F�xrccc•.y r� Lerll�.� J sCt /L�.r_ p(:/►a 2.ectzvG.1 • !Ce S/-ZdOr✓t3 �vJT e /iCCr) sip(. "' F • �'"L OFF 7 c.e, j. Sr#Ltu4t�s u T u a -S F^ c o c �..► .�, r u� F o r n ..i G7 G G. � I� y 4 � /G a .� .S . P. ,S' � .i!• a �-� � r`�r�T . /� T n• e �eJ . ` Page 1 of 1 Manager, Dwayne From: Manager, Dwayne Sent: Tuesday, May 20'2008'7:14 AM To: Meekins, Clif; Hutchison, Brady Cc: Wilmore, Debbie; Huber, Mark; Manager, Dwayne Subject: RE: 1010 South Broadway Cliff, Have you had a chance to take a look at 1010 S. Broadway (Liljacks Moonwalk)? Thanks, Dwayne F.rom:.Menager, Dwayne CSent:_Friday, Ray 1'6, 2008'10:58-TD To: Meekins, Gif, Hutchison, —Brady Cc: Wilmore, Debbie; Huber, Mark Subject: 1010 South Broadway May 16, 2008 Cliff, Brady I have talked with Jack Barfield 1010 S. Broadway (Lil Jacks Moonwalk) for clarification on the floor plan they are as follows. . Total sq. feet of lease space is 12000 sq. ft 100' X 120' . The storage room shown on the floor plan is 2200 sq. ft and is storage for the hardware store? This would require fire walls and separate egress requirements. . Lil Jacks lease area is 9800 sq. ft One option for the owner is to remove one of the party rooms this would reduce the occupant load to less than 50 for this area and then be classified by the building code as a Type B occupancy under the 2006 IBC section 303.1 Assembly Group A exception (1) and would eliminate the requirement for this area to have floor to ceiling fire walls for this area of use. Although there are other requirements that will have to be addressed, once I receive your plan review comments I will set a meeting up to meet with Mr. Barfield and explain the code requirements and give him the opportunity to ask any questions he may have. Thanks, Dwayne Menager City of La Porte Inspections 281-470-5070 5/20/2008 012713 012713 24-0164BB55 �t T""'OICE-CASH x JRCK BARFIELD 9302 BELFAST LA PORTE,TX. 77571 Selling Store: 24 Salesperson: 12713 AMANDA M Date: 4/c2/�-008 11:24 AM INVOICE: 27209662 + _PRINT *e Page: 1 Our Order #: 27209662 P.O. #: YARD 030106 1/2" 4X8 GYPSUM WALLBOARD 3 E 5.0Q EA 175.0 View your invoices online! McCoy's offers free online account access for our customers who have internet access and an email address. lo, sign up visit ttp://www.mccoys.com/contractor-services Deliver by: 4/22/2008 Weight: 1925 175.00 8.2 14.4 189.44 ei im ILI I I =1 =I jyj 11maeg 024-861088 ® LA PORTEITX. 77571 Selling Store: 24 Terms: CASH TERMS Our Order #: 27210690 Salesperson: 18396 RAY V Tax ID #: P.O. #: (281)479-1104 0 Terms: CASH TERMS Tax ID #: DESCRIPTION OTY ..• 17121192 CASING 2-118 X 101SOLID LWM32 Ic EA 7.59 EA 91.0 View your invoices online! McCoy's off rs free online account access for our customer who ha e internet access and an email address. o sign p visit tt ://www.mcco s.com/contractor service Deliver by: 5/07/2008 Weight: 36 91.0 8.15 7.5 98.59 FOR INTERNAL USE ONLY 74a",( y/au amT j4alz,&ay ae yJt�G�s i NERMINIF44— m7.T.Ti r 00.4412 004412 24-01648855 JACK BARFIELD 9302 BELFAST LA PORTErTX. Selling Store: L4 Salesperson: 4412 ZACKERY DICE -CASH (281)479-1104 77571 ' Terms: CASH TERMS N Tax ID #: Dat 5/07/200 11:24 AM INVOICE: 26153029 �* REPRINT Page: 1 EC.f Ivry Our Order #: 26153029 P.O. #: ' ®i725. 283424 9" SMOOTH ROD CAULK GUN E 1.4 E 030206 250' ROLL SHEETROCK TAPE E 1.9 EA 030206 250' ROLL SHEETROCK TAPE E 1.9 EA 27030000 MCCOY PAINTER'S CAULK 25YR B X .9 EA 26068004 INTERIOR PRIMER LATEX 1 E 18.9 EA 231507 42" GRAB BAR COMM SS - 871032 E 25.9 EA 19100174 PROMO 18" PUSHBROOM E 12.9 EA 12.9 030209 5GL JNT/COMP REDI-MIX GRN BKT I B T 12.9 BKT 12.9 2831318 DOOR PULL 6-1/2" BLACK I Er 1.7 EA 1.7 270841 2" ECONOLINE PAINT BRUSH I E 1.7c EA 1.7 270841 2" ECONOLINE PAINT BRUSH 1 Er 1.7 EA 1.7 17121192 CASING 2-1/8 X 101SOLID LWM321 E EF 5.9 EA 35.9 01261702 5X5-8' PINE TURNED PORCH POST Er 52.9S EA 105.9 YR D 010606 2X4-92 5/8" SYP STUD (PRECUTS) EF 1.7 EA 14.3' Deliver by: 5/07/2008 Weight: 69 =.249. 3 S. 20.5�7 269.9' •• INTE R NA L USE • 0 2 4 m 8 610 8 7 �asHGE 280: 0 Selling Sk&ePORTE, TX. 77571 Terms: HARW�6r Order #: Salesperson: 24 Tax ID #: CASH TERMS P.O. #: 27208691 YARI 010606 2X4-92 5/8" SYP STUD (PRECUTS) 79 EA 1.89 EA 149.31 YARD 010103 2X4-12' #2 SOUTHERN PINE 30 EA 2.89 EA 86.70 YARI 010109 2X4-16' #2 SOUTHERN PINE 4 EA 4.20 EA 16.80 012112 IXG-16' #3&BTR PONDEROSA PINE 7 EA 4.00 EA 28.00 YARI 030106 1/2" 4X8 GYPSUM WALLBOARD 48 EA 4.00 EA 192.00 120784 606 3X.131 CLP HD SM 28DEG 1 EA 37.95 EA 37.95 12079813 PAS 2PK RED FUEL CELL 1 EA 12.95 EA 12.95 325124 2-1/2" SP250 PWR PIN BLK 100 1 EA 8.00 EA 8.00 325100 CARDED POWER HAMMER 1 EA 25.00 EA 25.00 1 140572 3068-LH 6-PNL INTERIOR PRE-HNG 3 EA 64.00 EA 192.00 1 12122803 1-5/8"BLACK PHOS SCREW FINE 5# 2 EA 17.99 EA 35.98 1 32030426 DRYWALL SCREW SETTER 3 EA 1.29 EA 3.87 1 325157 BULK LOADS - YELLOW 1 EA 6.99 EA 6.99 1 Call 3E at 1-800-451-8346 for Packing and Transporting Info. FUELSURCHG FUEL SURCHARGE 01 EAI 00 1 EA 1 1 5.00 111 Deliver y: 2Weight: 3 .Da b.GD bb. VJD bbb. bu BUILDING SUPPLY" 015042 015042 224-01648935 JACK BARFIELD 9302 BELFAST felling 8!hePORTE, TX. falesperson: ,,,,�4 M # INVOICE -DELIVER ******************* 77571 (281)479-1104 Terms: Tax ID #: CASH TERMS s H P 0 Date: ./15/22008 11:24 AM INVOICE: 27209155 REPRINT ** FISHERS HARDWARE LITTLE JACKS PARTY ROOM LA PW�DM6#: P.O. #:-7209155 RENIVr^ MA! l YARE 010600 2X4-96" SYP STUD (FULL 8') 22 EA 1.95 EA 42.90 T YARE 010100 2X4-10' #2 SOUTHERN PINE 24 EA 22.20 EA 32.80 T YARE 010103 2X4-12' #2 SOUTHERN PINE 18 EA 2.70 EA 48.60 T YARI 010109 2X4-16' #2 SOUTHERN PINE 52 EA 4.00 EA 2208.00 T YARE 030106 1/2" 08 GYPSUM WALLBOARD 45 EA 5.00 EA 225.00 T 140554 2068-LH 6-PNL INTERIOR PRE-HNG 1 EA 55.00 EA 55.00 T 140557 2068-RH 6-PNL INTERIOR PRE-HNG i EA 55.00 EA 55.00 T 28233056 2OPK 3/8X3-1/2 ANCHOR 1 PK 222.00 PKG 22.00 T 28233056 20PK 3/80-1/2 ANCHOR 1 PKE 222.00 PKG 222.00 T 122123421 1-5/8" BLACK PHOS SCREW CRS 5# 1 EA 13.00 EA 15.00 T FUELSURCHG FUEL SURCHARGE 0 EA .00 EA 5.00 T ling sl e&PORTE, TX. 77571 Terms: v JACK5pMRWVS Salesperson: 24 Tax ID #: CASH TERMS PO, #: 27210105 0221003 7/16" OSB SHEATHING 20 EA 5.49 EA 109.80 T 030106 1/2" 08 GYPSUM WALLBOARD 220 EA 5.10 EA 102.00 T 140575 3068-RH 6-PNL INTERIOR PRE-HNG 2 EA 64.00 EA 128.00 T 140572 3068-LH 6-PNL INTERIOR PRE-HNG 1 EA 64.00 EA 64.00 T 140554 2068-LH 6-PNL INTERIOR PRE-HNG 1 EA 57.00 EA 57.00 T 010109 22X4-16' #2 SOUTHERN PINE 58 EA 4.75 EA 275.50 T 010203 2X6-10' #2 SOUTHERN PINE 14 EA 3.00 EA 42.00 T 010200 2X6-8' #2 SOUTHERN PINE 12 EA 2.25 EA 27.00 13.80 T T 010209 2X6-14' #2 SOUTHERN PINE 3 5 EA EA 4.60 2.25 EA EA 11.25 T 010100 2X4-10' #2 SOUTHERN PINE 32 EA 1.85 EA 59.20 T 010606 2X4-92 5/8" SYP STUD (PRECUTS) EA 24.00 EA 24.00 T 022066450 3/4" MDF 49"X97" X 14' FJ HW218 1 28 EA 4.00 EA 112.00 T 171320OG CASING 2-1/8 2 EA 16.99 EA 33.98 T 020101 1/4" AC PLYWOOD 5G 6 EA 60.00 EA 360.00 T 26115004 INT SG WHITE MCCOY T FUELSURCHG FUEL SURCHARGE 0 EA .00 EA 8.00 l .e-.. \JiAY- 3 )0( - - 1 - - -- - - --- -- - - — - - - - - UI — - -- - — ---- - - - ---- - -- -- ,ray ---- - - -- ---rya - ------- ----------- ---- --- -------- IIIII1a li a niibre, Debbie Subject: i—�Jack=Ba�eld•- Meeting ;CONF__RM:B- - MAY 13 2008 C5tark= - -� —---Tue•5/•13/2008�8i30:AM� -.�� End: Tue 5/13/2008 9:30 AM Recunence: (none) Meeting Status: Meeting organizer Required Attendees: Wilmore, Debbie; Menager, Dwayne 1 PHONE CALL .� J FOR OAS TIME M. PHONED OF •RERIRNEO FAX .PHONE MMLE YOUR CALL FOOE - p - NSION 1 /L'EASE CALL MES ✓ cSAGE y OJ O Q �-rC T O ,Q/. NI : IN eti / CAMETO „ SEE YOU MANTS TO SEE YOU SIGNED -' VRM FORM 0063 DRbbi¢ A5. Wilmom C$O, f00 CbiR/8ailding Official Cry of La Porto 604 W. Fairmont pkwy "Pomp, rX 775n t Print Details ragc r vi c HARRIS COUNTY APPRAISAL DISTRICT Tax Year: 2008 REAL PROPERTY ACCOUNT INFORMATION 0232560800001 Owner and Property Information Owner Name & ROTHERMEL ROD A Legal Description: LTS 5 THRU 28 BLK 180 8: ALLEY Mailing Address: 2601 S BROADWAY ST APT 32 LA PORTE LA PORTE TX 77571-6563 Property Address: 1010 BROADWAY LA PORTE TX 77571 State Class Land Use Code Building Total Land Building Net Neighborhood Map I Key Code Class Units Area Area Rentable Facet Map® Area F1 -- Real, 4373 -- Retail E 0 79,802 1 26,988 0 9705.04 1 62536 I 580F Commercial Single -Occupancy SF Value Status Information Capped Account Value Status Notice Date Shared CAD No Noticed 4/28/2008 No Exemptions and Jurisdictions Exemption Type Districts Jurisdictions ARB Status 2007 Rate 2008 Rate None 020 LA PORTE ISD Not Certified 1.30500 040 HARRIS COUNTY Not Certified 0.39239 041 HARRIS CO FLOOD CNTRL Not Certified 0.03106 042 PORT OF HOUSTON AUTHY Not Certified 0.01437 043 HARRIS CO HOSP DIST Not Certified 0.19216 044 HARRIS CO EDUC DEPT Not Certified 0.0HIS 047 SAN JACINTO COM COL D Not Certified 0.14537 071 ICITY OF LAPORTE Not Certified 0.71000 Valuations 2007 Value 2008 Value Market Appraised Market Appraised Land 179,8021 Land 179,802 Improvement 620,1981 Improvement 939,833 Total 800,0001 800,000 Total 1,119,6351 1,119,635 Land Market Value Land Site Unit Size Site Appr Total Unit Adj AdI Line Description Code Type Units Factor Factor O//RAppr O/R Adi Price Un t Value Factor Reason price 1 4373 -- Retail Single- SF1 SF 50,000 1.00 1.00 1.00 -- 1.00 $3.00 $3.00 $150,000 Occupancy 2 4373 -- Retail Single- SF3 SF 29,802 1.00 1.00 1.00 -- 1.00 $1.00 $1.00 $29,802 Occupancy Building Building Year Built I Type I Style I Quality Impr Sq Ft Building Details 1 1967 Retail Single -Occupancy Neighborhood Shopping Ctr Above Average 23,388 View 2 1984 Retail Single -Occupancy Retail Store Above Average 3,600 Displayed Building Details (2) No sketch is available for this Property. Building Data Building Areas Element Detail Description Area Cooling Type Central / Forced BASE AREA PRI 3,600 http://www.hcad. org/records/Print.asp?acct=0232560800001 &taxyear-2008&card=l&bld... 5/15/2008 Print Details rage L or L • Construction Type Fire Resistant Steel Functional Utility Avg/Normal Heating Type Hot Air Partition Type Normal Physical Condition Avg/Normal Plumbing Type Adequate Sprinkler Type None Exterior Wall Concr Block Economic Obsolescence Normal Element Units Wall Height 12 Interior Finish Percent 100 Building Features Description Units Load Dock, Stone or Concrete 1 Paving - Asphalt 1 Paving - Light Concrete 1 http://Www.hcad. orglrecordsIPrint.asp?acct=0232560800001 &taxyear=2008&card=l&bld... 5/15/2008 Print Details Page 1 of 2 HARRIS COUNTY APPRAISAL DISTRICT Tax Year: 2008 REAL PROPERTY ACCOUNT INFORMATION 0232560800001 Owner and Property Information Owner Name & ROTHERMEL ROD A Legal Description: LTS 5 THRU 28 BLK 180 & ALLEY Mailing Address: 2601 S BROADWAY ST APT 32 LA PORTE LA PORTE TX 77571-6563 Property Address: 1010 BROADWAY LA PORTE TX 77571 State Class Land Use Code Building Total Land Building Net Neighborhood Map Key Code Class Units Area Area Rentable Facet Map® Area F1 -- Real, 4373 -- Retail E 1 0 79,802 1 26,988 1 0 1 9705.04 1 6253E 580E Commercial Single -Occupancy SF Value Status Information Capped Account Value Status Notice Date Shared CAD No Noticed 4/28/2008 No Exemptions and Jurisdictions Exemption Type Districts Jurisdictions ARB Status 2007 Rate 2008 Rate None 020 LA PORTE ISO Not Certified 1.30500 040 HARRIS COUNTY Not Certified 6.39239 041 HARRIS CO FLOOD CNTRL Not Certified 6.03106 042 PORT OF HOUSTON AUTHY Not Certified 0.01437 043 HARRIS CO HOSP DIST Not Certified 0.19216 044 HARRIS CO EDUC DEPT Not Certified 0.00582 047 SAN JACINTO COM COL D Not Certified 0. 14537 071 ICITY OF LAPORTE Not Certified 0.71000 Valuations 2007 Value 2008 Value Market Appraised Market Appraised Land 179,8021 Land 179,802 Improvement 620,1981 Improvement 939,833 Total 800,0001 800,000 Total 1,119,6351 1,119,635 Land Market Value Land Site Unit Size Site App Total Unit Unit Adj Line Description Code Type Units Factor Factor 0//Rr O/Rr Adj Price Value Factor Reason Price 1 4373 -- Retail Single- SF1 SF 50,000 1.00 1.00 1.00 -- 1.00 $3.00 $3.00 $150,000 Occupancy 2 4373 -- Retail Single- SF3 SF 29,802 1.00 1.00 1.00 -- 1.00 $1.00 $1.00 $29,802 Occupancy Building Building Year Built I Type I Style I Quality Impr Sq F[ Building Details 1 1967 Retail Single -Occupancy Neighborhood Shopping Ctr Above Average 23,388 Displayed 2 1984 Retail Single -Occupancy Retail Store Above Average 3,600 View Building. Details (1) No sketch is available for this property. Building Data Building Areas Element Detail Description Area Cooling Type None BASE AREA PRI 23,388 http://www. hcad. org/records/Print.asp?taxyear-2008&acct=0232560800001 &card—l&bld... 5/15/2008 Print Details 0 Page 2 of 2 • • Construction Type Wood / Steel Joist Functional Utility Avg/Normal Heating Type Unit Heaters Partition Type None Physical Condition Avg/Normal Plumbing Type None Sprinkler Type. None Exterior Wall Concr Block Economic Obsolescence Normal Element Units Wall Height 12 Wall Height 10 OH Door: Wood / M11 1 Interior Finish Percent 100 Interior Finish Percent 0 Building Features Description Units Load Dods, Stone or Concrete 1 Paving - Asphalt 1 Paving - Light Concrete. 1 http://www.hcad.org/records/Print.asp7taxyear=2008&acct-0232560800001 &card=l&bld... 5/15/2008 s- Page 1 of 1 Menager, Dwayne From: Menager, Dwayne Sent: Friday, May 16, 2008 10:58 AM To: Meekins, Clif; Hutchison, Brady Cc: Wilmore, Debbie; Huber, Mark Subject: 1010 South Broadway May 16, 2008 Cliff, Brady I have talked with Jack Barfield 1010 S. Broadway (Lil Jacks Moonwalk) for clarification on the floor plan they are as follows. Total sq. feet of lease space is 12000 sq. ft 100' X 120' The storage room shown on the floor plan is 2200 sq. ft and is storage for the hardware store? This would require fire walls and separate egress requirements. Lil Jacks lease area is 9800 sq. ft One option for the owner is to remove one of the party rooms this would reduce the occupant load to less than 50 for this area and then be classified by the building code as a Type B occupancy under the 2006 IBC section 303.1 Assembly Group A exception (1) and would eliminate the requirement for this area to have floor to ceiling fire walls for this area of use. Although there are other requirements that will have to be addressed, once I receive your plan review comments I will set a meeting up,to meet with Mr. Barfield and explain the code requirements and give him the opportunity to ask any questions he may have. Thanks, Dwayne Menager City of La Porte Inspections 281-470-5070 5/16/2008 /��fd��C� SI oC` -SlJcrSs�k ,72�m i1 � / I Da ),q( L IV Do ���lQ C, (Qsei SA-V' mac;. j m y'cgOv [17 /oJr LA PORA FIRE MARSHAL'S OFFICE PLAN REVIEW Lil Jacks Moonwalk Rentals 1010 S. Broadway Build -out Date: 05/ 19 / 2008 Reviewed by: Clif Meekins, Fire Marshal Approved: NO The following items are identified by the Fire Marshal's Office during the plan review: 1) Building shall comply with the 2003 International Fire Code and the NFPA 101 Life Safety Code, 2000 Ed. 2) Fire Sprinkler shall be installed in accordance to 2003 International Fire Code; NFPA 101 Life Safety Code, 2000 Ed; and NFPA 13, 1999 Ed. The current Fire Sprinkler will need to be updated to current standards and installed for proper coverage. Separate plans shall be submitted from a Fire Sprinkler company with an RME seal. 3) Building shall be protected by a Fire Alarm in accordance to 2003 International Fire Code; NFPA 101 Life Safety Code, 2000 Ed; and NFPA 72, 1999 Ed. Separate plans shall be submitted for Fire Alarm. 4) Egress can not be from a lower hazard to a higher hazard. Building will require a secondary egress. Egress shall be located remotely to the existing East egress doors. 5) Roll -up over head doors can not be in an egress path. 6) Better define area labeled as "Display Public Area". Provide a description of the spaces intended use. 7) Provide intended use of the large open space to the west of the room labeled "A/C". 8) Building shall require Exit and Emergency light to be installed. 9) Show all doors details including panic hardware details and direction of egress. 120 South 2°d Street, LaPorte, TX 77571 Office: 281-867-4603 Fax: 281-867-4629 w w ' F?ECEIV�1� MAY 1 $ 2008 W- 13uildirip I L,,Chvner's Street L1L . street Contractor Email PERMPr APPLICATION City of La Porte 281-470-5073 Mechanical *Electrical *(See back of for Engineer. �— TRCC registration # on all new Single Building Occupancy Type /Q Construction Type Last use Established 1892 *Plumbing Lot: 5 - a- �, Block: i (Z ( A 0 *- (� nn —Plrone:- 4 n - ( ( () `4 City zip !&wWs Phone: Ze/ `417 -110 `'1 m `` zip FAY. v( tact Person: 1, or remodels over $10,000-TR1� # Sq. Forage. # Stories ./ _\ �esc work: K.0 WAIIC i("STuOS City Use Onl; Flood ne Use Zone 4 C- / Commercial BuildmpN%V Daly -Fire Marshal 4r%l c a C RaM *,)—L Sq. Ft _Parking Req_k A use ceased: N 4 ate Kesloennat anveway no -in L- u Parkland(New Res. Q&): Zone # N (% Fee: M8 Pennit No. Permit Fee Plan Check Fee: S:KTshar vuspec6o \BldgPc itApp001/04/08.doc w WC) t3 MAY .1 2008 0 a•. ii AA 1 t is i� i j+ v J5 11 � '1� A i,� COAMERCIAL AAN REVIEW COVER SHEET (INTERNAL USE) ADDRESS: / o / 0 S FSR o 9.a ram MAY 14 ?nna OWNER'S NAME: 3A c c, CS A rr-v�L&)-_ PROJECT TYPE: NEW: ADDN: a il.-L HCAD#: O 'l.3 - 7 .S-C - o k o- o o o i HTE LOC#: FLOOD ZONE: X YIN SUB /DATE RETURNED TIRZ ZONE? SITE VISIT (DRAINAGE) ZONING PERMIT CERT. SITE PLAN APPROVAL ASBESTOS SURVEY RECEIVED TAS (ADA) PROOF OF SUBMITTAL F101 RESOL. APPLICABLE?: F216-00-00 RESOL. APPLICABLE?: FILL DIRT APPL/PERMIT CLEARING PERMIT NEEDED? FLOOD PERMIT NEEDED?: W/S FEES APPLICABLE?: (Applicable on Demo, Addn, or Remodel) (Applicable to Comm. Or Ind.) (If yes, permit cannot be issued) (If yes, permit cannot be issued) (If yes, figure fees. If no, use w/s form to explain why they are not.) TAXES UP TO DATE?: DATE OF REVIEW: INSPECTOR: ITEMS NEEDED FOR ISSUANCE OF PERMIT: 1. CURRENT INSURANCE CERT. (if applicable) OK )�', a"�L?saS �nr.ecAl Lssf -�Rs �v~r iaalcear•. prteas.o, in��i—•� /3mr7a,-. pLRrta wl...Lr.` cA3--4. F"Jo aprloa9 AFr.s fzxp�stay wore.- ila�� W1i'%• ocd' �JBPncrtp,.1S A, JZfLnc.e (1. rraM Pl..ar="s 7-4 Ca"pLy wtrL, R.�✓rn.-+R.ai (5, RAtJ- r.rnu n,4ol pLnr-L Z4crnir Fels atr,,;,n (SLRra n,.+a% Arie.A 3. w, II Uas�c. Pear %lremav" & rvnlLs /Fna;cnt(s jl�ar All FRn^�1,-rs Li! r,..gge4�2j FtXYi- CAANOS- Q-.�,z (�(Lc.0 STvCA�c� (Leona. OWNER OR CONFRAC'1'OR N0'1'1NjUA:j10N DATE TIME NAME OF PERSON CONTACTED ?acr.- (0ner%.Lb,, etdZ 9_ L Pin ^aJ wood rL+ la..for,, sdn Jr,.+,, T'� (•'.M, ul`r-r.< Poo (Ze.ne..s• srNr SACPSh=MNSPECTION DIVISIONgmpec6om\CO1,E PLAN REVIEW COVER SHEET.doc Rev. MAR08 9oov L 1 c�S �oo MAY 13 20089 5 cam, I« - LaY„ Alp" __---__ �____ _._ A m FAA f+5 VIED Mal I s goge 77-1Z 00 _ _�_y_� —C -------------------- �Lrl . 41 c �PoTte fir. el- XVIL "I :s pu IDACV- 0000 �A D� I �Z/ti� /Y\ ^n�-4� �•�: ��/M'`� �A 1 " Vt. F..l0.NIG� N�-�-� ol -b U ASS S l PORTE R OFFlCE POLICE FIRE HAL' S O E "PLAN REVIEW" Copy Opy Date 10/23/2008 Business Name Lil Jacks Moonwalk Rentals Address 1010 S. Broadway Type of Review Above -Ground Fires stem Reviewed by Clif Meekins, Fire Marshal Approval YES The following items are identified by the Fire Marshal's Office during the plan review: 1) The Fire Marshal's Office approved set of Fire Sprinkler Plans, manufacture's product data sheets on all equipment being installed, and the installation permit are to be on site for all Fire Marshal's Office inspections. The On -Site Installer shall have a current State license, on his person, while on the job site. 2) The fire sprinkler piping shall not be covered up by walls, sheetrock, ceiling tiles, etc... prior to the Fire Marshal's Office visual inspections of the piping. If the piping is covered, and the inspectors cannot inspect as is required by Fire Code, all of the obstructions will be required to be removed. NO EXCEPTION!!!!!! 3) HYDROSTATIC TEST - Hydrostatic test shall be preformed, and passed, prior to contacting the Fire Marshal's Office for inspection. 4) Contact the Fire Marshal's Office 24hrs in advance (prior to cover-up) to schedule an Above - Ground Fire it" VED PLANS 5) Above-496Mbuilding Fire Alarm system prior to final inspection TO THE CI I ttllllUU!!iittt< UU �n���� TO THE CHANGE IS OCCURRING ury Copy 120 South 2'd Street, " Porte, TX 77571 Office: 281-8674603 Fax:281-867-4629 Y$ 8 G ` GUARDIAN FIRE PROTECTION CO., INC. SCR-011T Transmittal Date: August 20, 2008 P.O. SOX 488 DEER PARK, TEXAS 775M (281) 471-1967 FAX (261) 47"276 To: Folks Construction Re: Lil Jacks Moonwalk Attn: Mark Follis The following items are submitted for: ® Approval ❑ Information ❑ Files n Other V ( co Quantity Drawing # Description 1 FP-1 Preliminary Layout ` 1 - Hydraulic Calculations 1 - Flow Test Documentation 7 L K- Comments: After we receive the City of La Porte's comments we will modi6y as required, do a more detail job check and reissue with "Responsible Managing Employee" stamp. Please return 1 with your approval and/or comments q�F� pTyFRPp George Benz OCT 2 2 q(108 TOTHE o/T/FD �0V£pa CITY °CC�RRN�R COPY GUARDIAN FIRE PROTECTION P. 0. BOX 488 DEER PARK, TEXAS HYDRAULIC CALCULATIONS FOR r * LIL JACKS SOUTH BROADWAY LA PORTE, TEXAS REMOTE AREA #1A DATE: 8-20-08 —DESIGN DATA — OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: ORDINARY HAZARD GROUP 1 15 1050 SQ FT REDUCED REMOTE AREA FOR BUILDING HEIGTH VARIES SQ FT 10 TOTAL SPRINKLER WATER FLOW REQUIRED: 219.8 GPM TOTAL FLOW WATER REQUIRED (including hose): 469.8 GPM AND PRESSURE (@ BOR): 469.8 GPM @ 40.2 PSI SPRINKLER ORIFICE SIZE: 1/2 INCH NAME OF CONTRACTOR: GOLDEN TRIANGLE DESIGN/LAYOUT BY: LARRY J HARRIS AUTHORITY HAVING JURISDICTION: CITY, OWNER CONTRACTOR CERTIFICATION NUMBER: SCR-0371 CALCULATIONS BY HASS COMPUTER PROGRAM (LISCENSE # 16050878) HRS SYSTEMS, INC. TUCKER, GA 30084 ,00 D�F�FD TTy���ry/Y� l��s�N�FD FPSp����j 'YC SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTENIA .SDF JOB TITLE: WATER SUPPLY DATA 4' SOURCE_ STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. T ,G (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE, 53.0 43.0 1185.0 51.2 469.8 40.2 Required pressure is 10.9 psi (21%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 469.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 219.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 14.0 - - - - 13.1 - - - IA 13.0 - - - - 13.5 - - - 2 14.0 - - - - 12.7 - - - 2A 13.0 - - - - 13.1 - - - 3 14.0 - - - - 12.2 - - - 3A 13.0 - - - - 12.6 - - - 4 14.0 - - - - 11.7 - - - 4A 13.0 - - - - 12.1 - - - 5 15.3 K= 5.60 10.3 18.0 6 15.3 K= 5.60 10.3 18.0 7 15.3 K= 5.60 10.4 18.0 8 15.3 K= 5.60 10.9 18.5 9 15.3 - - - - 12.3 - - - 10 14.0 - - - - 13.4 - - - 10A 13.0 - - - - 13.8 - - - 11 14.0 - - - - 12.6 - - - 11A 13.0 - - - - 13.1 - - - 12 14.0 - - - - 12.2 - - - 12A 13.0 - - - - 12.6 - - - 13 14.0 - - - - 11.7 - - - 13A 13.0 - - - - 12.2 - - - 14 15.3 K= 5.60 10.3 18.0 15 15.3 K= 5.60 10.3 17.9 16 15.3 K= 5.60 10.4 18.0 17 15.3 K= 5.60 11.0 18.3 18 15.3 - - - - 12.4 - - - 19 14.0 - - - - 13.9 - - - 19A 13.0 - - - - 14.3 - - - 20 14.0 - - - - 13.7 - - - 20A 8.0 - - - - 16.3 - - - 21 14.0 - - - - 13.7 - - - 22 14.0 - - - - 13.3 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#lA .SDF JOB TITLE: NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 22A 8.0 - - - - 15.9 - - - 2� 14.0 - - - - 13.3 - - - 24 14.0 - - - - 12.9 - - - 24A 8.0 _ _ _ _ 15.5 25 14.0 - - - - 12.9 - - - 26 14.0 - - - - 12.6 - - - 26A 8.0 _ _ _ _ 15.2 _ _ _ 27 14.0 - - - - 12.6 - - - 28 14.0 - - - - 12.3 - - - 28A 8.0 _ _ _ _ 14.9 29 14.0 - - - - 12.3 - - - 30 15.3 K- 5.60 11.0 18.6 31 15.3 K= 5.60 11.0 18.5 32 15.3 K= 5.60 11.1 18.6 33 15.3 K= 5.60 11.6 19.1 34 15.3 - - - - 13.1 - - - 50 14.0 - - - - 22.7 - - - 50A 13.0 - - - - 23.1 - - - 51 14.0 - - - - 22.8 - - - 51A 13.0 - - - - 23.3 - - - 52 14.0 - - - - 22.9 - - - 52A 13.0 .- - - - 23.4 - - - 53 14.0 - - - - 23.1 - - - 53A 13.0 - - - - 23.5 - - - 54 15.2 - - - - 22.7 - - - 55 15.2 - - - - 22.6 - - - 56 15.2 - - - - 22.9 - - - 57 15.2 - - - - 23.0 - - - 58 14.0 - - - - 24.2 - - - 58A 13.0 - - - - 24.7 - - - 59 14.0 - - - - 24.5 - - - 59A 13.0 - - - - 24.9 - - - 60 14.0 - - - - 24.7 - - - 60A 13.0 - - - - 25.1 - - - 61 14.0 - - - - 25.0 - - - 61A 13.0 - - - - 25.4 - - - 62 15.2 - - - - 24.8 - - - 63 15.2 - - - - 25.0 - - - 64 15.2 - - - - 25.3 - - - 65 15.2 - - - - 25.6 - - - 66 14.0 - - - - 27.6 - - - 66A 8.0 - - - - 30.2 - - - 67 14.0 - - - - 27.6 - - - 67A 8.0 - - - - 30.2 - - - 68 14.0 - - - - 27.6 - - - 68A 8.0 - - _ _ 30.2 - - - 69 14.0 - - - - 27.1 - - - 69A 13.0 - - - - 27.6 - - - 70 14.0 - - - _ 27.9 - - - 70A 13.0 - - - - 28.3 - - - 71 14.0 - - - _ 28. - - - 71A 13.0 - - - - 28.9 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#IA .SDF JOB TITLE: NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE . (FT) (PSI) (GPM) 72 14.0 - - - - 29.1 - - - 7'�A 8.0 - - - - 31.7 - - - 73 14.0 - - - - 29.1 - - - 74 14.0 - - - - 29.3 - - - 74A 8.0 - - - - 31.9 - - - 75 14.0 - - - - 29.3 - - - 76 14.0 - - - - 29.8 - - - 76A 8.0 - - - - 32.4 - - - 77 14.0 - - - - 30.4 - - - 77A 8.0 - - - - 33.0 - - - 78 14.0 - - - - 31.0 - - - 78A 8.0 - - - - 33.6 - - - 79 14.0 - - - - 31.5 - - - 79A 8.0 - - - - 34.1 - - - S1 14.0 - - - - 14.8 - - - S2 14.0 - - - - 15.0 - - - S3 14.0 - - - - 15.8 - - - S4 14.0 - - - - 17.5 - - - S5 14.0 - - - - 19.2 - - - S6 14.0 - - - - 20.8 - - - S7 14.0 - - - - 22.0 - - - S8 14.0 - - - - 22.8 - - - S9 14.0 - - - - 23.1 - - - P1 15.3 - - - - 14.3 - - - P2 15.3 - - - - 14.5 - - - P3 15.3 - - - - 15.2 - - - P4 15.3 - - - - 17.0 - - - P5 15.3 - - - - 18.9 - - - P6 15.3 - - - - 20.9 - - - P7 15.3 - - - - 23.0 - - - P8 15.3 - - - - 25.5 - - - C1 15.3 - - - - 27.0 - - - A1 14.0 - - - - 17.0 - - - B1 15.3 - - - - 16.4 - - - P9 14.0 - - - - 32.0 - - - EX 14.0 - - - - 32.4 - - - A 14.0 - - - - 32.6 - - - B 5.0 - - - - 36.5 - - - ST 1.0 - - - - 38.2 - - - UG1 -3.0 - - - - 40.0 - - - SOURCE -3.0 SOURCE 40.2 219.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#1A .SDF JOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. - END ELEV. NO2. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES J (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 0.0 1.049 PL 1.00 PF 0.0 1A 13.0 0.0 13.5 0.0 0.0 120 FTG T PE -0.4 1 14.0 0.0 13.1 0.0 0.000 TL 6.00 PV Pipe: 2 0.0 1.049 PL 1.00 PF 0.0 2A 13.0 0.0 13.1 0.0 0.0 120 FTG T PE -0.4 2 14.0 0.0 12.7 0.0 0.000 TL 6.00 PV Pipe: 3 0.0 1.049 PL 1.00 PF 0.0 3A 13.0 0.0 12.6 0.0 0.0 120 FIG T PE -0.4 3 14.0 0.0 12.2 0.0 0.000 TL 6.00 PV Pipe: 4 0.0 1.049 PL 1.00 PF 0.0 4A 13.0 0.0 12.1 0.0 0.0 120 FTG T PE -0.4 4 14.0 0.0 11.7 0.0 0.000 TL 6.00 PV Pipe: 5 0.0 1.049 PL 1.00 PF 0.0 l0A 13.0 0.0 13.8 0.0 0.0 120 FIG T PE -0.4 10 14.0 0.0 13.9 0.0 0.000 TL 6.00 PV Pipe: 6 0.0 1.049 PL 1.00 PF 0.0 11A 13.0 0.0 13.1 0.0 0.0 120 FTG T PE -0.4 11 14.0 0.0 12.6 0.0 0.000 TL 6.00 PV Pipe: 7 0.0 1.049 PL 1.00 PF 0.0 12A 13.0 0.0 12.6 0.0 0.0 120 FTG T PE -0.4 12 14.0 0.0 12.2- 0.0 0.000 TL 6.00 PV Pipe: 8 0.0 1.049 PL 1.00 PF 0.0 13A 13.0 0.0 12.2 0.0 0.0 120 FTG T PE -0.4 13 14.0 0.0 11.7 0.0 0.000 TL 6.00 PV Pipe: 9 0.0 1.049 PL 1.00 PF 0.0 19A 13.0 0.0 14.3 0.0 0.0 120 FIG T PE -0.4 19 14.0 0.0 13.9 0.0 0.000 TL 6.00 PV Pipe: 10 0.0 1.049 PL 6.00 PF 0.0 20A 8.0 0.0 16.3 0.0 0.0 120 FTG E PE -2.6 20 14.0 0.0 13.7 0.0 0.000 TL 8.00 PV Pipe: 11 0.0 1.049 PL 6.00 PF 0.0 22A 8.0 0.0 15.9 0.0 0.0 120 FTG E PE -2.6 22 14.0 0.0 13.3 0.0 0.000 TL 8.00 PV Pipe: 12 0.0 1.049 PL 6.00 PF 0.0 24A 8.0 0.0 15.5 0.0 0.0 120 FTG E PE -2.6 24 14.0 0.0 12.9 0.0 0.000 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#lA .SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 0.0 1.049 PL 6.00 PF 0.0 265k 8.0 0.0 15.2 0.0 0.0 120 FTG E PE -2.6 26 14.0 0.0 12.6 0.0 0.000 TL 8.00 PV Pipe: 14 0.0 1.049 PL 6.00 PF 0.0 28A 8.0 0.0 14.9 0.0 0.0 120 FTG E PE -2.6 28 14.0 0.0 12.3 0.0 0.000 TL 8.00 PV Pipe: 15 24.9 1.442 PL 34.00 PF 1.7 S1 14.0 0.0 14.8 0.0 4.9 120 FTG T PE 0.0 1 14.0 0.0 13.1 0.0 0.041 TL 42.00 PV Pipe: 16 24.9 1.442 PL 10.00 PF 0.4 1 14.0 0.0 13.1 0.0 4.9 120 FTG ---- PE 0.0 2 14.0 0.0 12.7 0.0 0.041 TL 10.00 PV Pipe: 17 24.9 1.442 PL 12.00 PF 0.5 2 14.0 0.0 12.7 0.0 4.9 120 FTG ---- PE 0.0 3 14.0 0.0 12.2 0.0 0.041 TL 12.00 PV Pipe: 18 24.9 1.442 PL 12.00 PF 0.5 3 14.0 0.0 12.2 0.0 4.9 120 FTG ---- PE 0.0 4 14.0 0.0 11.7 0.0 0.041 TL 12.00 PV Pipe: 19 24.9 1.442 PL 13.00 PF 0.8 4 14.0 0.0 11.7 0.0 4.9 120 FTG 2L PE -0.6 5 15.3 5.6 10.3 18.0 0.041 TL 19.00 PV Pipe: 20 6.9 1.442 PL 10.00 PF 0.0 5 15.3 5.6 10.3 18.0 1.4 120 FIG ---- PE 0.0 6 15.3 5.6 10.3 18.0 0.004 TL 10.00 PV Pipe: 21 -11.1 1.442 PL 10.00 PF 0.1 6 15.3 5.6 10.3 18.0 2.2 120 FTG ---- PE 0.0 7 15.3 5.6 10.4 18.0 0.009 TL 10.00 PV Pipe: 22 -29.1 1.442 PL 10.00 PF 0.6 7 15.3 5.6 10.4 18.0 5.7 120 FTG ---- PE 0.0 8 15.3 5.6 10.9 18.5 0.055 TL 10.00 PV Pipe: 23 -47.6 1.442 PL 10.00 PF 1.4 8 15.3 5.6 10.9 18.5 9.4 120 FTG ---- PE 0.0 9 15.3 0.0 12.3 0.0 0.138 TL 10.00 PV Pipe: 24 -47.6 1.442 PL 6.50 PF 2.0 9 15:3 0.0 12.3 0.0 9.4 120 FIG T PE 0.0 P1 15.3 0.0 14.3 0.0 0.138 TL' 14.50 PV Pipe: 25 23.6 1.442 PL 34.00 PF 1.6 S2 14.0 0.0 15.0 0.0 4.6 120 FIG T PE 0.0 10 14.0 0.0 13.4 0.0 0.037 TL 42.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTENIA .SDF JOB TITLE: Pi PE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. ,NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 23.6 1.442 PL 14.00 PF 0.7 1d 14.0 0.0 13.4 0.0 4.6 120 FTG 2L PE 0.0 11 14.0 0.0 12.6 0.0 0.037 TL 20.00 PV Pipe: 27 23.6 1.442 PL 12.00 PF 0.4 11 14.0 0.0 12.6 0.0 4.6 120 FTG ---- PE 0.0 12 14.0 0.0 12.2 0.0 0.037 TL 12.00 PV Pipe: 28 23.6 1.442 PL12.00 PF 0.4 12 14.0 0.0 12.2 0.0 4.6 120 FTG ---- PE 0.0 13 14.0 0.0 11.7 0.0 0.037 TL 12.00 PV Pipe: 29 23.6 1.442 PL 15.00 PF 0.9 13 14.0 0.0 11.7 0.0 4.6 120 FTG 3L PE -0.6 14 15.3 5.6 10.3 18.0 0.037 TL 24.00 PV Pipe: 30 5.6 1.442 PL 10.00 PF 0.0 14 15.3 5.6 10.3 18.0 1.1 120 FTG ---- PE 0.0 15 15.3 5.6 10.3 1.7.9 0.003 TL 10.00 PV Pipe: 31 -12.3 1.442 PL 10.00 PF 0.1 15 15.3 5.6 10.3 17.9 2.4 120 FTG ---- PE 0.0 16 15.3 5.6 10.4 18.0 0.011 TL 10.00 PV Pipe: 32 -30.3 1.442 PL 10.00 PF 0.6 16 15.3 5.6 10.4 18.0 6.0 120 FTG ---- PE 0.0 17 15.3 5.6 11.0 16.5 0.060 TL 10.00 PV Pipe: 33 -48.9 1.442 PL 10.00 PF 1.4 17 15.3 5.6 11.0 18.5 9.6 120 FTG ---- PE 0.0 18 15.3 0.0 12.4 0.0 0.144 TL 10.00 PV Pipe: 34 -48.9 1.442 PL 6.50 PF 2.1 18 15.3 0.0 12.4 0.0 9.6 120 FTG T PE 0.0 P2 15.3 0.0 14.5 0.0 0.144 TL 14.50 PV Pipe: 35 25.9 1.442 PL 34.00 PF 1.9 S3 14.0 0.0 15.8 0.0 5.1 120 FTG T PE 0.0 19 14.0 0.0 13.9 0.0 0.045 TL 42.00 PV Pipe: 36 25.9 1.442 PL 5.00 PF 0.2 19 14.0 0.0 13.9 0.0 5.1 120 FTG ---- PE 0.0 21 14.0 0.0 13.7 0.0 0.045 TL 5.00 PV Pipe: 37 0.0 1.049 PL 2.00 PF 0.0 20 14.0 0.0 13.7 0.0 0.0 120 FTG T PE 0.0 21 14.0 0.0 13.7 0.0 0.000 TL 7.00 PV Pipe: 38 25.9 1.442 PL 7.30 PF 0.3 21 14.0 0.0 13.7 0.0 5.1 120 FTG ---- PE 0.0 23 14.0 0.0 13.3 0.0 0.045 TL 7.30 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTEHIA .SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 0.0 1.049 PL 3.00 PF 0.0 22+ 14.0 0.0 13.3 0.0 0.0 120 FTG T PE 0.0 23 - 14.0 0.0 13.3 0.0 0.000 TL. 8.00 PV Pipe: 40 25.9 1.442 PL 9.00 PF 0.4 23 14.0 0.0 13.3 0.0 5.1 120 FIG ---- PE 0.0 25 14.0 0.0 12.9 0.0 0.045 TL 9.00 PV Pipe: 41 0.0 1.049 PL 3.00 PF 0.0 24 14.0 0.0 12.9 0.0 0.0 120 FTG T PE 0.0 25 14.0 0.0 12.9 0.0 0.000 TL 8.00 Pv Pipe: 42 25.9 1.442 PL 8.00 PF 0.4 25 14.0 0.0 12.9 0.0 5.1 120 FTG ---- PE 0.0 27 14.0 0.0 12.6 0.0 0.045 TL 8.00 PV Pipe: 43 0.0 1.049 PL 3.00 PF 0.0 26 14.0 0.0 12.6 0.0 0.0 120 FTG T PE 0.0 27 14.0 0.0 12.6 0.0 0.000 TL 8.00 PV Pipe: 44 25.9 1.442 PL 7.00 PF 0.3 27 14.0 0.0 12.6 0.0 5.1 120 FTG ---- PE 0.0 29 14.0 0.0 12.3 0.0 0.045 TL 7.00 Pv Pipe: 45 0.0 1.049 PL 3.00 PF 0.0 28 14.0 0.0 12.3 0.0 0.0 120 FTG T PE. 0.0 29 14.0 0.0 12.3 0.0 0.000 TL 8.00 Pv Pipe: 46 25.9 1.442 PL 10.00 PF 0.7 29 14.0 0.0 12.3 0.0 5.1 120 FTG 2L PE -0.6 30 15.3 5.6 11.0 18.6 0.045 TL 16.00 PV Pipe: 47 7.3 1.442 PL 10.00 PF 0.0 30 15.3 5.6 11.0 18.6 1.4 120 FTG ---- PE 0.0 31 15.3 5.6 11.0 18.5 0.004 TL 10.00 Pv Pipe: 48 -11.2 1.442 PL 10.00 PF 0.1 31 15.3 5.6 11.0 18.5 2.2 120 FTG ---- PE 0.0 32 15.3 5.6 11.1 18.6 0.009 TL 10.00 PV Pipe: 49 -29.8 1.442 PL 10.00 PF 0.6 32 15.3 5.6 11.1 18.6 5.9 120 FTG ---- .PE 0.0 33 15.3 5.6 11.6 19.1 0.058 TL 10.00 PV Pipe: 50 -48.9 1.442 PL 10.00 PF 1.4 33 15.3 5.6 11.6 19.1 9.6 120 FTG ---- PE 0.0 34 15.3 0.0 13.1 0.0 0.145 TL 10.00 Pv Pipe: 51 -48.9 1.442 PL 6.50 PF 2.1 34 15.3 0.0 13.1 0.0 9.6 120 FIG T PE 0.0 P3 15.3 0.0 15.2 0.0 0.145 TL 14.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#IA .SDF JOB TITLE: •PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NO (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 51A -0.5 1.442 PL 127.00 PF 0.0 X1 14.0 0.0 17.0 0.0 0.1 120 FTG 2T2L PE -0.6 B1 15.3 0.0 16.4 0.0 0.000 TL 149.00 PV Pipe: 52 -1.5 1.442 PL 126.00 PF 0.0 S4 14.0 0.0 17.5 0.0 0.3 120 FTG 2T PE -0.6 P4 15.3 0.0 17.0 0.0 0.000 TL 142.00 PV Pipe: 53 -4.2 1.442 PL 126.00 PF 0.2 S5 14.0 0.0 19.2 0.0 0.8 120 FTG 2T PE -0.6 P5 15.3 0.0 18.9 0.0 0.002 TL 142.00 PV Pipe: 54 -7.7 1.442 PL 126.00 PF 0.7 S6 14.0 0.0 20.8 0.0 1.5 120 FTG 2T PE -0.6 P6 15.3 0.0 20.9 0.0 0.005 TL 142.00 PV Pipe: 55 0.0 1.049 PL 1.00 PF 0.0 50A 13.0 0.0 23.1 0.0 0.0 120 FIG T PE -0.4- 50 14.0 0.0 22.7 0.0 0.000 TL 6.00 PV Pipe: 56 0.0 1.049 PL 1.00 PF 0.0 51A 13.0 0.0 23.3 0.0 0.0 120 FTG T PE -0.4 51 14.0 0.0 22.8 0.0 0.000 TL 6.00 PV Pipe: 57 0.0 1.049 PL 1.00 PF 0.0 52A 13.0 0.0 23.4 0.0 0.0 120 FTG T PE -0.4 52 14.0 0.0 22.9 0.0 0.000 TL 6.00 PV Pipe: 58 0.0 1.049 PL 1.00 PF 0.0 53A 13.0 0.0 23.5 0.0 0.0 120 FTG T PE -0.4 53 14.0 0.0 23.1 0.0 0.000 TL 6.00 PV Pipe: 59 0.0 1.049 PL 1.00 PF 0.0 58A 13.0 0.0 24.7 0.0 0.0 120 FTG T PE -0.4 58 14.0 0.0 24.2 0.0 0.000 TL 6.00 PV Pipe: 60 0.0 1.049 PL 1.00 PF 0.0 59A 13.0 0.0 24.9 0.0 0.0 120 FTG T PE -0.4 59 14.0 0.0 24.5 0.0 0.000 TL 6.00 PV Pipe: 61 0.0 1.049 PL 1.00 PF 0.0 60A 13.0 0.0 25.1 0.0 0.0 120 FTG T PE -0.4 60 14.0 0.0 24.7 0.0 0.000 TL 6.00 PV Pipe: 62 0.0 1.049 PL 1.00 PF 0.0 61A 13.0 0.0 25.4 0.0 0.0 120 FTG T PE -0.4 61 14.0 0.0 25.0 0.0 0.000 TL 6.00 PV Pipe: 63 0.0 1.049 PL 6.00 PF 0:0 66A 8.0 0.0 30.2 0.0 0.0 120 FTG T PE -2.6 66 14.0 0.0 27.6 0.0 0.000 TL 1.1.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#IA .SDF JOB TITLE: •PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 64 0.0 1.049 PL 6.00 PF 0.0 '67A 8.0 0.0 30.2 0.0 0.0 120 FTG T PE -2.6 67 14.0 0.0 27.6 0.0 0.000 TL 11.00 PV Pipe: 65 0.0 1.049 PL 6.00 PF 0.0 68A 8.0 0.0 30.2 0.0 0.0 120 FTG T PE -2.6 68 14.0 0.0 27.6 0.0 0.000 TL 11.00 PV Pipe: 66 0.0 1.049 PL 1.00 PF 0.0 69A 13.0 0.0 27.6 0.0 0.0 120 FTG T PE -0.4 69 14.0 0.0 27.1 0.0 0.000 TL 6.00 PV Pipe: 67 0.0 1.049 PL 1.00 PF 0.0 70A 13.0 0.0 28.3 0.0 0.0 120 FTG T PE -0.4 70 14.0 0.0 27.9 0.0 0.000 TL 6.00 PV Pipe: 68 0.0 1.049 PL 1.00 PF 0.0 71A 13.0 0.0 28.9 0.0 0.0 120 FTG T PE -0.4 71 14.0 0.0 28.5 0.0 0.000 TL 6.00 PV Pipe: 69 0.0 1.049 PL 6.00 PF 0.0 72A 8.0 0.0 31.7 0.0 0.0 120 FTG E PE -2.6 72 14.0 0.0 29.1 0.0 0.000 TL 8.00 PV Pipe: 70 0.0 1.049 PL 6.00 PF 0.0 74A 8.0 0.0 31.9 0.0 0.0 120 FTG E PE -2.6 74 14.0 0.0 29.3 0.0 _ 0.000 TL 8.00 PV Pipe: 71 0.0 1.049 PL 6.00 PF 0.0 76A 8.0 0.0 32.4 0.0 0.0 120 FTG T PE -2.6 76 14.0 0.0 29.8 0.0 0.000 TL 11.00 PV Pipe: 72 0.0 1.049 PL 6.00 PF 0.0 77A 8.0 0.0 33.0 0.0 0.0 120 FTG T PE -2.6 77 14.0 0.0 30.4 0.0 0.000 TL 11.00 PV Pipe: 73 0.0 1.049 PL 6.00 PF 0.0 78A 8.0 0.0 33.6 0.0 0.0 120 FTG T PE -2.6 78 14.0 0.0 31.0 0.0 0.000 TL 11.00 PV Pipe: 74 0.0 1.049 PL 6.00 PF 0.0 79A 8.0 0.0 34.1 0.0 0.0 120 FTG T PE -2.6 79 14.0 0.0 31.5 0.0 0.000 TL 11.00 PV Pipe: 75 -12.1 1.442 PL 58.00 PF 0.7 S7 14.0 0.0 22.0 0.0 2.4 120 FTG T PE 0.0 50 14.0 0.0 22.7 0.0 0.011 TL 66.00 PV Pipe: 76 -12.1 1.442 PL 12.00 PF 0.1 50 14.0 0.0 22.7 0.0 2.4 120 FTG ---- PE 0.0 51 14.0 0.0 22.8 0.0 0.011 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#lA .SDF JOB TITLE: RIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NO (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 77 -12.1 1.442 PL 10.00 PF 0.1 �1 14.0 0.0 22.8 0.0 2.4 120 FIG ---- PE 0.0 52 14.0 0.0 22.9 0.0 0.011 TL 10.00 PV Pipe: 78 -12.1 1.442 PL 12.00 PF 0.1 52 14.0 0.0 22.9 0.0 2.4 120 FTG ---- PE 0.0 53 14.0 0.0 23.1 0.0 0.011 TL 12.00 Pv Pipe: 79 -12.1 1.442 PL 8.50 PF 0.2 53 14.0 0.0 23!1 0.0 2.4 120 FTG 2L PE -0.5 54 15.2 0.0 22.7 0.0 0.011 TL 14.50 Pv Pipe: 80 -12.1 1.442 PL 9.00 PF 0.1 54 15.2 0.0 22.7 0.0 2.4 120 FTG ---- PE 0.0 55 15.2 0.0 22.8 0.0 0.011 TL 9.00 PV Pipe: 81 -12.1 1.442 PL 7.20 PF 0.1 55 15.2 0.0 22.8 0.0 2.4 120 FTG ---- PE 0.0 56 15.2 0.0 22.9 0.0 0.011 TL 7.20 Pv Pipe: 82 -12.1 1.442 PL 9.00 PF 0.1 56 15.2 0.0 22.9 0.0 2.4 120 FTG ---- PE 0.0 57 15.2 0.0 23.0 0.0 0.011 TL 9.00 PV Pipe: 83 -12.1 1.442 PL 1.50 PF 0.1 57 15.2 0.0 23.0 0.0 2.4 120 FTG T PE 0.0 P7 15.3 0.0 23.0 0.0 0.011 TL 9.50 Pv Pipe: 84 -17.7 1.442 PL 58.00 PF 1.5 S8 14.0 0.0 22.8 0.0 3.5 120 FTG T PE 0.0 58 14.0 0.0 24.2 0.0 0.022 TL 66.00 PV Pipe: 85 -17.7 1.442 PL 12.00 PF 0.3 58 14.0 0.0 24.2 0.0 3.5 120 FTG ---- PE 0.0 59 14.0 0.0 24.5 0.0 0.022 TL 12.00 PV Pipe: 86 -17.7 1.442 PL 10.00 PF 0.2 59 14.0 0.0 24.5 0.0 3.5 120 FTG ---- PE 0.0 60 14.0 0.0 24.7 0.0 0.022 TL 10.00 Pv Pipe: 87 -17.7 1.442 PL 12.00 PF 0.3 60 14.0 0.0 24.7 0.0 3.5 120 FTG ---- PE 0.0 61 14.0 0.0 25.0 0.0 0.022 TL 12.00 Pv Pipe: 88 -17.7 1.442 PL 11.00 PF 0.4 61 14.0 0.0 25.0 0.0 3.5 120 FTG 2L PE -0.5 62 15.2 0.0 24.8 0.0 0.022 TL 17.00 Pv Pipe: 89 -17.7 1.442 PL 9.50 PF 0.2 62 15.2 0.0 24.8 0.0 3.5 120 FTG ---- PE 0.0 63 15.2 0.0 25.0 0.0 0.022 TL 9.50 Pv SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#lA .SDF JOB TITLE: •PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NO (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 90 -17.7 1.442 PL 9.50 PF 0.2 g3 15.2 0.0 25.0 0.0 3.5 120 FTG ---- PE 0.0 64 15.2 0.0 25.3 0.0 0.022 TL 9.50 PV Pipe: 91 -17.7 1.442 PL 6.00 PF 0.3 64 15.2 0.0 25.3 0.0 3.5 120 FTG T PE 0.0 P8 15.3 0.0 25.5 0.0 0.022 TL 14.00 PV Pipe: 92 0.0 1.442 PL 3.50 PF 0.0 65 15.2 0.0 25.6 0.0 0.0 120 FTG T PE 0.0 28 15.3 0.0 25.5 0.0 0.000 TL 11.50 PV Pipe: 93 0.0 1.442 PL 13.50 PF 0.0 66 14.0 0.0 27.6 0.0 0.0 120 FTG ---- PE 0.0 67 14.0 0.0 27.6 0.0 0.000 TL 13.50 PV Pipe: 94 0.0 1.442 PL 10.00 PF 0.0 67 14.0 0.0 27.6 0.0 0.0 120 FTG T PE -0.6 Cl 15.3 0.0 27.0 0.0 0.000 TL 18.00 PV Pipe: 95 0.0 1.442 PL 2.30 PF 0.0 68 14.0 0.0 27.6 0.0 0.0 120 FTG T PE -0.6 Cl 15.3 0.0 27.0 0.0 0.000 TL 10.30 PV Pipe: 96 -30.6 1.442 PL 58.00 PF 4.0 S9 14.0 0.0 23.1 0.0 6.0 120 FIG T PE 0.0 69 14.0 0.0 27.1 0.0 0.061 TL 66.00 PV Pipe: 97 -30.6 1.442 PL 12.00 PF 0.7 69 14.0 0.0 27.1 0.0 6.0 120 FTG ---- PE 0.0 70 14.0 0.0 27.9 0.0 0.061 TL 12.00 PV Pipe: 98 -30.6 1.442 PL 10.00 PF 0.6 70 14.0 0.0 27.9 0.0 6.0 120 FTG ---- PE 0.0 71 14.0 0.0 28.5 0.0 0.061 TL 10.00 PV Pipe: 99 -30.6 1.442 PL 10.50 PF 0.6 71 14.0 0.0 28.5 0.0 6.0 120 FTG ---- PE 0.0 73 14.0 0.0 29.1 0.0 0.061 TL 10.50 PV Pipe: 100 0.0 1.049 PL 5.50 PF 0.0 72 14.0 0.0 29.1 0.0 0.0 120 FTG ET PE 0.0 73 14.0 0.0 29.1 0.0 0.000 TL 12.50 PV Pipe: 101 -30.6 1.442 PL 3.00 PF 0.2 73 14.0 0.0 29.1 0.0 6.0 120 FTG ---- PE 0.0 75 14.0 0.0 29.3 0.0 0.061 TL 3.00 PV Pipe: 102 0.0 1.049 PL 4.50 PF 0.0 74 14.0 0.0 29.3 0.0 0.0 120 FTG ET PE 0.0 75 14.0 0.0 29.3 0.0 0.000 TL 11.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#lA .SDF JOB TITLE: -PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NO (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 103 _-30.6 1.442 PL 9.00 PF 0.5 35 14.0 0.0 29.3 0.0 6.0 120 FTG - ---- PE 0.0 76 14.0 0.0 29.8 0.0 0.061 TL 9.00 PV Pipe: 104 -30.6 1.442 PL 10.00 PF 0.6 76 14.0 0.0 29.8 0.0 6.0 120 FTG ---- PE 0.0 77 14.0 0.0 30.4 0.0 0.061 TL 10.00 PV Pipe: 105 -30.6 1.442 PL 9.00 PF 0.5 77 14.0 0.0 30.4 0.0 6.0 120 FTG ---- PE 0.0 78 14.0 0.0 31.0 0.0 0.061 TL 9.00 PV Pipe: 106 -30.6 1.442 PL 6.50 PF 0.5 78 14.0 0.0 31.0 0.0 6.0 120 FTG ---- PE 0.0 79 14.0 0.0 31.5 0.0 0.061 TL 8.50 PV Pipe: 107 -30.6 1.442 PL 1.00 PF 0.5 79 14.0 0.0 31.5 0.0 6.0 120 FTG T PE 0.0 P9 14.0 0.0 32.0 0.0 0.061 TL 9.00 PV Pipe: 108 -24.9 1.682 PL 7.00 PF 0.1 Sl 14.0 0.0 14.8 0.0 3.6 120 FTG ---- PE 0.0 S2 14.0 0.0 15.0 0.0 0.020 TL 7.00 PV Pipe: 109 -48.5 1.682 PL 12.00 PF 0.8 S2 14.0 0.0 15.0 0.0 7.0 120 FTG ---- PE 0.0 S3 14.0 0.0 15.8 0.0 0.067 TL 12.00 PV Pipe: 110 -74.4 1.682 PL 8.00 PF 1.2 S3 14.0 0.0 15.8 0.0 10.7 120 FIG ---- PE 0.0 Al 14.0 0.0 17.0 0.0 0.148 TL 8.00 PV Pipe: 111 -73.9 1.682 PL 4.00 PF 0.6 Al 14.0 0.0 17.0 0.0 10.7 120 FTG ---- PE 0.0 S4 14.0 0.0 17.5 0.0 0.147 TL 4.00 PV Pipe: 112 -72.4 1.682 PL 12.0C PF 1.7 S4 14.0 0.0 17.5 0.0 10.5 120 FTG ---- PE 0.0 S5 14.0 0.0 19.2 0.0 0.141 TL 12.00 PV Pipe: 113 -68.2 1.682 PL 12.00 PF 1.5 S5 14.0 0.0 19.2 0.0 9.9 120 FTG ---- PE 0.0 S6 14.0 0.0 20.B 0.0 0.126 TL 12.00 PV Pipe: 114 -60.5 1.682 PL 12.00 PF 1.2 S6 14.0 0.0 20.8 0.0 8.7 120 FTG ---- PE 0.0 S7 14.0 0.0 22.0 0.0 0.101 TL 12.00 PV Pipe: 115 -48.4 1.682 PL 12.00 PF 0.8 S7 14.0 0.0 22.0 0.0 7.0 120 FTG ---- PE 0.0 S8 14.0 0.0 22.8 0.0 0.067 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#lA .SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) . Pipe: 116 -30.6 1.682 PL 12.00 PF 0..3 s8 14.0 0.0 22.8 0.0 4.4 120 FIG ---- PE 0.0 S9 14.0 0.0 23.1 0.0 0.029 TL 12.00 Pv Pipe: 117 -47.6 2.157 PL 9.50 PF 0.2 P1 15.3 0.0 14.3 0.0 4.2 120 FTG ---- PE 0.0 P2 15.3 0.0 14.5 0.0 0.019 TL 9.50 PV Pipe: 118 -96.5 2.157 PL 9.50 PF 0.7 P2 15.3 0.0 14.5 0.0 8.5 120 FTG ---- PE 0.0 P3 15.3 0.0 15.2 0.0 0.071 TL 9.50 Pv Pipe: 119 -145.4 2.157 PL 8.00 PF 1.2 P3 15.3 0.0 15.2 0.0 12.8 120 FTG ---- PE 0.0 B1 15.3 0.0 16.4 0.0 0.153 TL 8.00 Pv Pipe: 120 -145.9 2.157 PL 4.00 PF 0.6 B1 15.3 0.0 16.4 0.0 12.8 120 FTG ---- PE 0.0 P4 15.3 0.0 17.0 0.0 0.154 TL 4.00 Pv Pipe: 121 -147.4 2.157 PL 12.00 PF 1.9 P4 15.3 0.0 17.0 0.0 12.9 120 FTG ---- PE 0.0 P5 15.3 0.0 18.9 0.0 0.156 TL 12.00 PV Pipe: 122 -151.6 2.157 PL 12.00 PF 2.0 P5 15.3 0.0 18.9 0.0 13.3 120 FTG ---- PE 0.0 P6 15.3 0.0 20.9 0.0 0.165 TL 12.00 PV Pipe: 123 -159.3 2.157 PL 12.00 PF 2.2 P6 15.3 0.0 20.9 0.0 14.0 120 FTG ---- PE 0.0 P7 15.3 0.0 23.0 0.0 0.181 TL 12.00 PV Pipe: 124 -171.5 2.157 PL 12.00 PF 2.5 P7 15.3 0.0 23.0 0.0 15.1 120 FTG ---- PE 0.0 P8 15.3 0.0 25.5 0.0 0.207 TL 12.00 PV Pipe: 125 -189.2 2.157 PL 6.00 PF 1.5 P8 15.3 0.0 25.5 0.0 16.6 120 FTG ---- PE 0.0 Cl 15.3 0.0 27.0 0.0 0.248 TL 6.00 PV Pipe: 126 -189.2 2.157 PL 12.00 PF 4.5 C1 15.3 0.0 27.0 0.0 16.6 120 FIG 2L PE 0.6 P9 14.0 0.0 32.0 0.0 0.248 TL 18.00 PV Pipe: 127 -219.8 3.260 PL 9.00 PF 0.4 P9 14.0 0.0 32.0 0.0 8.4 120 FTG ---- PE 0.0 EX 14.0 0.0 32.4 0.0 0.044 TL 9.00 Pv Pipe: 128 -219.8 6.357 PL 55.00 PF 0.1 EX 14.0 0.0 32.4 0.0 2.2 120 FTG 2L PE 0.0 A 14.0 0.0 32.6 0.0 0.002 TL 77.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTENIA .SDF JOB TITLE: •PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 129 -219.8 6.357 PL 10.50 PF 0.0 `A 14.0 0.0 32.6 0.0 2.2 120 FTG ---- PE 3.9 B 5.0 0.0 36.5 0.0 0.002 TL 10.50 PV Pipe: 130 -219.8 6.357 PL 4.00 PF 0.0 B 5.0 0.0 36.5 0.0 2.2 120 FTG ---- PE 1.7 ST 1.0 0.0 38.2 0.0 0.002 TL 4.00 Pv Pipe: 131 -219.8 6.280 PL 8.00 PF 0.0 ST 1.0 0.0 38.2 0.0 2.3 140 FTG L PE 1.7 UG1 -3.0 0.0 40.0 0.0 0.001 TL 22.00 PV Pipe: 132 -219.8 6.080 PL 120.00 PF 0.3 UG1 -3.0 0.0 40.0 0.0 2.4 150 FTG TLG PE 0.0 SOURCE -3.0 SRCE 40.2 (N/A) .0.001 TL 185.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 7.9 computer program under license no. 16050878 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.051 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16.6 ft/sec at pipe 126. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee. 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#lA .SDF JOB TITLE: -PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet ' (in) E T L C B G A • Ell Tee LngEll ChkVly BfyVly GatVly A1mChk 1.442 4.00 8.00 3.00 9.00 8.00 1.00 12.00 • 1.682 5.00 10.00 3.00 11.00 8.00 1.00 12.00 2.'157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 3.260 10.00 20.00 7.00 22.00 19.00 1.00 18.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6.080 22.00 46.00 14.00 49.00 15.00 5.00 46.00 D N DPVly NPTee 12.00 8.00 12.00 10.00 12.00 12.00 18.00 20.00 35.00 38.00 WATER SUPPLY ANALYSIS o °v - Static: 53.00 psi Resid: 43.00 psi Flow: 1185.0 gprp M H .y 60.0 H o LEGEND Available 1 pressure '• N P 1 51.19 psi @ 469.8 gpm 0 o 50.0 2 Required pressure 90.25 psi @ 969.8 gpm A. Source Supply Curve G B. System Demand Curve ti A ro U 2 z G 40.0 r E P m R H m E 30.0 m a .. x S K 4� O S y y U z c o r R E 20.0 z b z � r ( [*1 K i N p N s O i 10.0 m A [*1 3 O H b] B 0.0 Y v w • w m m 0 J -14.7 400 600 800 1000 1200 1400 1600 1800 2000 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 18 DATE: 9/3/2008 S-:\GUARDIAN FIRE\KROGER\REM0TENIA .SDF JOB TITLE: -WATER SUPPLY CURVE 60+ . I - I 55+ I I 0\\ 50+ \\\ 95+ \\\ I <-93.0 psi @ 1185 gpm Flow Test Point P 90+ X R I E I S I S 35+ U I R E 30+ ( I P I S I 25+ I I 20+ I I 15+ I I 10+ LEGEND " I I X = Required Water Supply 40.25 psi @ 469.8 gpm " 5+ 1 0 = Available Water Supply " 1 51.19 psi @ 469.8 gpm " -*---+----+-----+------+-------- 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) GUARDIAN FIRE PROTECTION P. 0. BOX 488 DEER PARK, TEXAS HYDRAULIC CALCULATIONS FOR LIL JACKS SOUTH BROADWAY LA PORTE, TEXAS REMOTE AREA #2 DATE: 9/3/08 -DESIGN DATA - OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 AREA OF APPLICATION: 1050 SQ FT REDUCED REMOTE AREA FOR BUILDING HEIGTH COVERAGE PER SPRINKLER: VARIES SQ FT NUMBER OF SPRINKLERS CALCULATED: 15 TOTAL SPRINKLER WATER FLOW REQUIRED: 263.3 GPM TOTAL WATER REQUIRED (including hose): 363.3 GPM CITY FLOW AND PRESSURE (@ BOR): 363.3 GPM @ 24.3 PSI COPY SPRINKLER ORIFICE SIZE: 1/2 INCH ar NAME OF CONTRACTOR: GOLDEN TRIANGLE DESIGN/LAYOUT BY: LARRY J HARRIS AUTHORITY HAVING JURISDICTION: CITY, OWNER CONTRACTOR CERTIFICATION NUMBER: SCR-0371 CALCULATIONS BY HASS COMPUTER PROGRAM (LISCENSE # 16050878) HRS SYSTEMS, INC. TUCKER, GA 30084 IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE IS OCCURRING SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTEN2.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE" 53.0 43.0 1185.0 51.9 363.3 24.3 Required pressure is 27.6 psi (530) less than available pressure AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 363.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 263.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 14.0 - - - - 10.8 - - - lA 13.0 - - - - 11.2 - - - 2 14.0 - - - - 10.8 - - - 2A 13.0 - - - - 11.2 - - - 3 14.0 - - - - 10.8 - - - 3A 13.0 - - - - 11.2 - - - 4 14.0 - - - - 10.8 - - - 4A 13.0 - - - - 11.2 - - - 5 15.3 - - - - 10.2 - - - 6 15.3 - - - - 10.3 - - - 7 15.3 - - - - 10.3 - - - 8 15.3 - - - - 10.3 - - - 9 15.3 - - - - 10.3 - - - 10 14.0 - - - - 10.8 - - - l0A 13.0 - - - - 11.2 - - - 11 14.0 - - - - 10.8 - - - 11A 13.0 - - - - 11.2 - - - 12 14.0 - - - - 10.8 - - - 12A 13.0 - - - - 11.2 - - - 13 14.0 - - - - 10.8 - - - 13A 13.0 - - - - 11.2 - - - 14 15.3 - - - - 10.2 - - - 15 15.3 - - - - 10.3 - - - 16 15.3 - - - - 10.3 - - - 17 15.3 - - - - 10.3 - - - 18 15.3 - - - - - 10.3 - - - 19 14.0 - - - - 10.8 - - - 19A 13.0 - - - - 11.2 - - - 20 14.0 - - - - 10.8 - - - 20A 8.0 - - - - 13.4 - - - 21 14.0 - - - - 10.8 - - - 22 14.0 - - - - 10.8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#2.SDF JOB TITLE: NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE ' (FT) (PSI) (GPM) 22A 8.0 - - - - 13.4 - - - 23- 14.0 - - - - 10.8 - - - 24 14.0 - - - - 10.8 - - - 24A 8.0 - - - - 13.4 - - - 25 14.0 - - - - 10.8 - - - 26 14.0 - - - - 10.8 - - - 26A 8.0 - - - - 13.4 - - - 27 14.0 - - - - 10.8 - - - 28 14.0 - - - - 10.8 - - - 28A 8.0 - - - - 13.4 - - - 29 14.0 - - - - 10.8 - - - 30 15.3 - - - - 10.2 - - - 31 15.3 - - - - 10.3 - - - 32 15.3 - - - - 10.3 - - - 33 15.3 - - - - 10.3 - - - 34 15.3 - - - - 10.3 - - - 50 14.0 - - - - 10.3 - - - 50A 13.0 - - - - 10.7 - - - 51 14.0 - - - - 10.3 - - - 51A 13.0 - - - - 10.7 - - - 52 14.0 - - - - 10.3 - - - 52A 13.0 - - - - 10.8 - - - 53 14.0 - - 10.3 - - - 53A 13.0 - - - - 10.8 - - - 54 15.2 - - - - 9.8 - - - 55 15.2 - - - - 9.9 - - - 56 15.2 K= 5.60 9.9 17.6 57 15.2 - - - - 10.2 - - - 58 14.0 - - - - 8.8 - - - 58A 13.0 - - - - 9.2 - - - 59 14.0 - - - - 8.6 - - - 59A 13.0 - - - - 9.1 - - - 60 14.0 - - - - 8.5 - - - 60A 13.0 - - - - 8.9 - - - 61 14.0 - - - - 8.3 - - - 61A 13.0 K= 5.60 8.2 16.1 62 15.2 K= 5.60 7.8 15.6 63 15.2 K- 5.60 8.0 15.8 64 15.2 K= 5.60 8.7 16.3 65 15.2 K= 5.60 10.5 18.1 66 14.0 - - - - 9.9 - - - 66A 8.0 K= 5.60 11.3 18.8 67 14.0 - - - - 10.3 - - - 67A 8.0 K= 5.60 11.6 19.0 66 14.0 - - - - 11.6 - - - 68A 8.0 K= 5.60 12.8 20.0 69 14.0 - - - - 8.2 - - - 69A 13.0 - - - - 8.7 - - - 70 14.0 - - - - 6.0 - - - 70A 13.0 - - - - 6.4 - - - 71 14.0 - - - - 7.7 - - - 71A 13.0 - - - - 8.2 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTEk2.SDF JOB TITLE: NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 72 14.0 - - - - 6.4 - - - 72rA 8.0 K= 5.60 8.3 16.2 73 14.0 - - - - 7.5 - - - 74 14.0 - - - - 6.5 - - - 74A 8.0 K= 5.60 8.4 16.2 75 14.0 - - - - 7.5 - - - 76 14.0 - - - - 7.7 - - - 76A 8.0 K= 5.60 9.2 17.0 77 14.0 - - - - 8.3 - - - 77A 8.0 K= 5.60 9.8 17.5 78 14.0 - - - - 9.6 - - - 78A 8.0 K= 5.60 11.0 18.6 79 14.0 - - - - 11.9 - - - 79A 8.0 K= 5.60 13.0 20.2 31 14.0 - - - - 10.7 - - - S2 14.0 - - - - 10.7 - - - S3 14.0 - - - - 10.7 - - - S4 14.0 - - - - 10.7 - - - S5 14.0 - - - - 10.6 - - - S6 14.0 - - - - 10.4 - - - S7 14.0 - - - - 10.2 - - - S8 14.0 - - - - 9.8 - - - S9 14.0 - - - - 9.7 - - - P1 15.3 - - - - 16.3 - - - P2 15.3 - - - - 10.3 - - - P3 15.3 - - - - 10.3 - - - P4 15.3 - - - - 10.3 - - - P5 15.3 - - - - 10.3 - - - P6 15.3 - - - - 10.4 - - - P7 15.3 - - - - 10.5 - - - P8 15.3 - - - - 10.7 - - - C1 15.3 - - - - 11.3 - - - A1 14.0 - - - - 10.7 - - - B1 15.3 - - - - 10.3 - - - P9 14.0 - - - - 15.8 - - - EX 14.0 - - - - 16.3 - - - A 14.0 - - - - 16.5 - - - B 5.0 - - - - 20.4 - - - ST 1.0 - - - - 22.2 - - - UG1 -3.0 - - - - 23.9 - - - SOURCE -3.0 SOURCE 24.3 263.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#2.SDF JOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) ' Pipe: 1 0.0 1.049 PL 1.00 PF 0.0 1A 13.0 0.0 11.2 0.0 0.0 120 FTG T PE -0.4 1 14.0 0.0 10.8 0.0 0.000 TL 6.00 PV Pipe: 2 0.0 1.049 PL 1.00 PF 0.0 2A 13.0 0.0 11.2 0.0 0.0 120 FTG T PE -0.4 2 14.0 0.0 10.8 0.0 0.000 TL 6.00 PV Pipe: 3 0.0 1.049 PL 1.00 PF 0.0 3A 13.0 0.0 11.2 0.0 0.0 120 FTG T PE -0.4 3 14.0 0.0 10.8 0.0 0.000 TL 6.00 PV Pipe: 4 0.0 1.049 PL 1.00 PF 0.0 4A 13.0 0.0 11.2 0.0 0.0 120 FTG T PE -0.4 4 14.0 0.0 10.8 0.0 0.000 TL 6.00 PV Pipe: 5 0.0 1.049 PL 1.00 PF 0.0 IDA 13.0 0.0 11.2 0.0 0.0 120 FTG T PE -0.4 10 14.0 0.0 10.8 0.0 0.000 TL 6.00 PV Pipe: 6 0.0 1.049 PL 1.00 PF 0.0 11A 13.0 0.0 11.2 0.0 0.0 120 FTG T PE -0.4 11 14.0 0.0 10.8 0.0 0.000 TL 6.00 PV Pipe: 7 0.0 1.049 PL 1.00 PF 0.0 12A 13.0 0.0 11.2 0.0 0.0 120 FTG T PE -0.4 12 14.0 0.0 10.8 0.0 0.000 TL 6.00 PV Pipe: 8 0.0 1.049 PL 1.00 PF 0.0 13A 13.0 0.0 11.2 0.0 0.0 120 FTG T PE -0.4 13 14.0 0.0 10.8 0.0 0.000 TL 6.00 PV Pipe: 9 0.0 1.049 PL 1.00 PF 0.0 19A 13.0 0.0 11.2 0.0 0.0 120 FTG T PE -0.4 19 14.0 0.0 10.8 0.0 0.000 TL 6.00 PV Pipe: 10 0.0 1.049 PL 6.00 PF 0.0 20A 8.0 0.0 13.4 0.0 0.0 120 FTG E PE -2.6 20 14.0 0.0 10.8 0.0 0.000 TL 8.00 PV Pipe: 11 0.0 1.049 PL 6.00 PF 0.0 22A 8.0 0.0 13.4 0.0 0.0 120 FTG E PE -2.6 22 14.0 0.0 10.8 0.0 0.000 TL 8.00 PV Pipe: 12 0.0 1.049 PL 6.00 PF 0.0 24A 8.0 0.0 13.4 0.0 0.0 120 FTG E PE -2.6 24 14.0 0.0 10.8 0.0 0.000 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#2.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 0.0 1.049 PL 6.00 PF 0.0 26A 8.0 0.0 13.4 0.0 0.0 120 FTG E PE -2.6 26 14.0 0.0 10.8 0.0 0.000 TL 8.00 PV Pipe: 14 0.0 1.049 PL 6.00 PF 0.0 28A 8.0 0.0 13.4 0.0 0.0 120 FTG E PE -2.6 28 14.0 0.0 10.8 0.0 0.000 TL 8.00 PV Pipe: 15 -2.7 1.442 PL 34.00 PF 0.0 S1 14.0 0.0 10.7 0.0 0.5 120 FIG T PE 0.0 1 14.0 0.0 10.8 0.0 0.001 TL 42.00 PV Pipe: 16 -2.7 1.442 PL 10.00 PF 0.0 1 14.0 0.0 10.8 0.0 0.5 120 FTG ---- PE 0.0 2 14.0 0.0 10.8 0.0 0.001 TL 10.00 PV Pipe: 17 -2.7 1.442 PL 12.00 PF 0.0 2 14.0 0.0 10.8 0.0 0.5 120 FTG ---- PE 0.0 3 14.0 0.0 10.6 0.0 0.001 TL 12.00 PV Pipe: 18 -2.7 1.442 PL 12.00 PF 0.0 3 14.0 0.0 10.8 0.0 0.5 120 FTG ---- PE 0.0 4 14.0 0.0 10.8 0.0 0.001 TL 12.00 PV Pipe: 19 -2.7 1.442 PL 13.00 PF 0.0 4 14.0 0.0 10.8 0.0 0.5 120 FTG 2L PE -0.6 5 15.3 0.0 10.2 0.0 0.001 TL 19.00 PV Pipe: 20 -2.7 1.442 PL 10.00 PF 0.0 5 15.3 0.0 10.2 0.0 0.5 120 FTG ---- PE 0.0 6 15.3 0.0 10.3 0.0 0.001 TL 10.00 PV Pipe: 21 -2.7 1.442 PL 10.00 PF 0.0 6 15.3 0.0 10.3 0.0 0.5 120 FTG ---- PE 0.0 7 15.3 0.0 10.3 0.0 0.001 TL 10.00 PV Pipe: 22 -2.7 1.442 PL 10.00 PF 0.0 7 15.3 0.0 10.3 0.0 0.5 120 FTG ---- PE 0.0 8 15.3 0.0 10.3 0.0 0.001 TL 10.00 PV Pipe: 23 -2.7 1.442 PL 10.00 PF 0.0 8 15.3 0.0 10.3 0.0 0.5 120 FTG ---- PE 0.0 9 15.3 0.0 10.3 0.0 0.001 TL 10.00 PV Pipe: 24 -2.7 1.442 PL 6.50 PF 0.0 9 15.3 0.0 10.3 0.0 0.5 120 FTG T PE 0.0 P1 15.3 0.0 10.3 0.0 0.001 TL 14.50 PV Pipe: 25 -2.6 1.442 PL 34.00 PF 0.0 S2 14.0 0.0 10.7 0.0 0.5 120 FTG T PE 0.0 10 14.0 0.0 10.8 0.0 0.001 TL 42.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#2.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -2.6 1.442 PL 14.00 PF 0.0 10- 14.0 0.0 10.8 0.0 0.5 120 FTG 2L PE 0.0 11 - 14.0 0.0 10.8 0.0 0.001 TL 20.00 PV Pipe: 27 -2.6 1.442 PL 12.00 PF 0.0 11 14.0 0.0 10.8 0.0 0.5 120 FTG ---- PE 0.0 12 14.0 0.0 10.8 0.0 0.001 TL 12.00 PV Pipe: 28 -2.6 1.442 PL 12.00 PF 0.0 12 14.0 0.0 10.8 0.0 0.5 120 FIG ---- PE 0.0 13 14.0 0.0 10.8 0.0 0.001 TL 12.00 PV Pipe: 29 -2.6 1.442 PL 15.00 PF 0.0 13 14.0 0.0 10.8 0.0 0.5 120 FIG 3L PE -0.6 14 15.3 0.0 10.2 0.0 0.001 TL 24.00 PV Pipe: 30 -2.6 1.442 PL 10.00 PF 0.0 14 15.3 0.0 10.2 0.0 0.5 120 FTG ---- PE 0.0 15 15.3 0.0 10.3 0.0 0.001 TL 10.00 PV Pipe: 31 -2.6 1.442 PL 10.00 PF 0.0 15 15.3 0.0 10.3 0.0 0.5 120 FTG ---- PE 0.0 16 15.3 0.0 10.3 0.0 0.001 TL 10.00 PV Pipe: 32 -2.6 1.442 PL 10.00 PF 0.0 16 15.3 0.0 10.3 0.0 0.5 120 FTG ---- PE 0.0 17 15.3 0.0 10.3 0.0 0.001 TL 10.00 PV Pipe: 33 -2.6 1.442 PL 10.00 PF 0.0 17 15.3 0.0 10.3 0.0 0.5 120 FTG ---- PE 0.0 18 15.3 0.0 10.3 0.0 0.001 TL 10.00 PV Pipe: 34 -2.6 1.442 PL 6.50 PF 0.0 18 15.3 0.0 10.3 0.0 0.5 120 FTG T PE 0.0 P2 15.3 0.0 10.3 0.0 0.001 TL 14.50 PV Pipe: 35 -3.0 1.442 PL 34.00 PF 0.0 S3 14.0 0.0 10.7 0.0 0.6 120 FIG T PE 0.0 19 14.0 0.0 10.8 0.0 0.001 TL 42.00 PV Pipe: 36 -3.0 1.442 PL 5.00 PF 0.0 19 14.0 0.0 10.8 0.0 0.6 120 FTG ---- PE 0.0 21 14.0 0.0 10.8 0.0 0.001 TL 5.00 PV Pipe: 37 0.0 1.049 PL 2.00 PF 0.0 20 14.0 0.0 10.8 0.0 0.0 120 FTG T PE 0.0 21 14.0 0.0 10.8 0.0 0.000 TL 7.00 PV Pipe': 38 -3.0 1.442 PL 7.30 PF 0.0 21 14.0 0.0 10.8 0.0 0.6 120 FTG ---- PE 0.0 23 14.0 0.0 10.8 0.0 0.001 TL 7.30 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#2.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 0.0 1.049 PL 3.00 PF 0.0 22- 14.0 0.0 10.8 0.0 0.0 120 FTG T PE 0.0 23 14.0 0.0 10.8 0.0 0.000 TL 8.00 PV Pipe: 40 -3.0 1.442 PL 9.00 PF 0.0 23 14.0 0.0 10.8 0.0 0.6 120 FTG ---- PE 0.0 25 14.0 0.0 10.8 0.0 0.001 TL 9.00 PV Pipe: 41 0.0 1.049 PL 3.00, PF 0.0 24 14.0 0.0 10.8 0.0 0.0 120 FTG T PE 0.0 25 14.0 0.0 10.8 0.0 0.000 TL 8.00 PV Pipe: 42 -3.0 1.442 PL 8.00 PF 0.0 25 14.0 0.0 10.8 0.0 0.6 120 FTG ---- PE 0.0 27 14.0 0.0 10.8 0.0 0.001 TL 8.00 PV Pipe: 43 0.0 1.049 PL 3.00 PF 0.0 26 14.0 0.0 10.8 0.0 0.0 120 FTG T PE 0.0 27 14.0 0.0 10.8 0.0 0.000 TL 8.00 PV Pipe: 44 -3.0 1.442 PL 7.00 PF 0.0 27 14.0 0.0 10.8 0.0 0.6 120 FTG ---- PE 0.0 29 14.0 0.0 10.8 0.0 0.001 TL 7.00 PV Pipe: 45 0.0 1.049 PL 3.00 PF 0.0 28 14.0 0.0 10.8 0.0 0.0 120 FIG T PE 0.0 29 14.0 0.0 10.8 0.0 0.000 TL 8.00 PV Pipe: 46 -3.0 1.442 PL 10.00 PF 0.0 29 14.0 0.0 10.8 0.0 0.6 120 FTG 2L PE -0.6 30 15.3 0.0 10.2 0.0 0.001 TL 16.00 PV Pipe: 47 -3.0 1.442 PL 10.00 PF 0.0 30 15.3 0.0 10.2 0.0 0.6 120 FTG ---- PE 0.0 31 15.3 0.0 10.3 0.0 0.001 TL 10.00 PV Pipe: 48 -3.0 1.442 PL 10.00 PF 0.0 31 15.3 0.0 10.3 0.0 0.6 120 FIG ---- PE 0.0 32 15.3 0.0 10.3 0.0 0.001 TL 10.00 PV Pipe: 49 -3.0 1.442 PL 10.00 PF 0.0 32 15.3 0.0 10.3 0.0 0.6 120 FTG ---- PE 0.0 33 15.3 0.0 10.3 0.0 0.001 TL 10.00 PV Pipe: 50 -3.0 1.442 PL 10.00 PF 0.0 33 15.3 0.0 10.3 0.0 0.6 120 FTG ---- PE 0.0 34 15.3 0.0 10.3 0.0 0.001 TL 10.00 PV Pipe: 51 -3.0 1.442 PL 6.30 PF 0.0 34 15.3 0.0 10.3 0.0 0.6 120 FTG T PE 0.0 P3 15.3 0.0 10.3 0.0 0.001 TL 14.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTEN2.SDF JOB TITLE: PZPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 51A -3.3 1.442 PL 127.00 PF 0.2 Al' 14.0 0.0 10.7 0.0 0.7 120 FIG 2T2L PE -0.6 B1 15.3 0.0 10.3 0.0 0.001 TL 149.00 PV Pipe: 52 -3.7 1.442 PL 126.00 PF 0.2 S4 14.0 0.0 10.7 0.0 0.7 120 FTG 2T PE -0.6 P4 15.3 0.0 10.3 0.0 0.001 TL 142.00 PV Pipe: 53 -5.0 1.442 PL 126.00 PF 0.3 S5 14.0 0.0 10.6 0.0 1.0 120 FIG 2T PE -0.6 P5 15.3 0.0 10.3 0.0 0.002 TL 142.00 PV Pipe: 54 -6.7 1.442 PL 126.00 PF 0.5 S6 14.0 0.0 10.4 0.0 1.3 120 FTG 2T PE -0.6 P6 15.3 0.0 10.4 0.0 0.004 TL 142.00 PV Pipe: 55 0.0 1.049 PL 1.00 PF 0.0 50A 13.0 0.0 10.7 0.0 0.0 120 FTG T PE -0.4 50 14.0 0.0 10.3 0.0 0.000 TL 6.00 PV Pipe: 56 0.0 1.049 PL 1.00 PF 0.0 51A 13.0 0.0 10.7 0.0 0.0 120 FIG T PE -0.4 51 14.0 0.0 10.3 0.0 0.000 TL 6.00 PV Pipe: 57 0.0 1.049 PL 1.00 PF 0.0 52A 13.0 0.0 10.8 0.0 0.0 120 FTG T PE -0.4 52 14.0 0.0 10.3 0.0 0.000 TL 6.00 PV Pipe: 58 0.0 1.049 PL 1.00 PF 0.0 53A 13.0 0.0 10.8 0.0 0.0 120 FIG T PE -0.4 53 14.0 0.0 10.3 0.0 0.000 TL 6.00 PV Pipe: 59 0.0 1.049 PL 1.00 PF 0.0 58A 13.0 0.0 9.2 0.0 0.0 120 FTG T PE -0.4 58 14.0 0.0 8.8 0.0 0.000 TL 6.00 PV Pipe: 60 0.0 1.049 PL 1.00 PF 0.0 59A 13.0 0.0 9.1 0.0 0.0 120 FTG T PE -0.4 59 14.0 0.0 8.6 0.0 0.000 TL 6.00 PV Pipe: 61 0.0 1.049 PL 1.00 PF 0.0 60A 13.0 0.0 8.9 0.0 0.0 120 FTG T PE -0.4 60 14.0 0.0 6.5 0.0 0.000 TL 6.00 PV Pipe: 62 -16.1 1.049 PL 1.00 PF 0.5 61A 13.0 5.6 8.2 16.1 6.0 120 FTG T PE -0.4 61 14.0 0.0 8.3 0.0 0.087 TL 6.00 PV Pipe: 63 -18.8 1.049 PL 6.00 PF 1.3 66A 8.0 5.6 11.3 18.8 7.0 120 FTG T PE -2.6 66 14.0 0.0 9.9 0.0 0.116 TL 11.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 9/3/2006 S:\GUARDIAN FIRE\KROGER\REMOTE#2.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. -NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 64 -19.0 1.049 PL 6.00 PF 1.3 67,A 8.0 5.6 11.6 19.0 7.1 120 FTG T PE -2.6 67 14.0 0.0 10.3 0.0 0.119 TL 11.00 PV Pipe: 65 -20.0 1.049 PL 6.00 PF 1.4 68A 8.0 5.6 12.8 20.0 7.4 120 FTG T PE -2.6 6B 14.0 0.0 11.6 0.0 0.130 TL 11.00 PV Pipe: 66 0.0 1.049 PL 1.00 PF 0.0 69A 13.0 0.0 8.7 0.0 0.0 120 FTG T PE -0.4 69 14.0 0.0 8.2 0.0 0.000 TL 6.00 PV Pipe: 67 0.0 1.049 PL 1.00 PF 0.0 70A 13.0 0.0 8.4 0.0 0.0 120 FTG T PE -0.4 70 14.0 0.0 8.0 0.0 0.000 TL 6.00 PV Pipe: 68 0.0 1.049 PL 1.00 PF 0.0 71A 13.0 0.0 8.2 0.0 0.0 120 FTG T PE -0.4 71 14.0 0.0 7.7 0.0 0.000 TL 6.00 PV Pipe: 69 -16.2 1.049 PL 6.00 PF 0.7 72A 8.0 5.6 8.3 16.2 6.0 120 FTG E PE -2.6 72 14.0 0.0 6.4 0.0 0.088 TL 8.00 PV Pipe: 70 -16.2 1.049 PL 6.00 PF 0.7 74A 8.0 5.6 8.4 16.2 6.0 120 FTG E PE -2.6 74 14.0 0.0 6.5 0.0 0.088 TL 8.00 PV Pipe: 71 -17.0 1.049 PL 6.00 PF 1.1 76A 8.0 5.6 9.2 17.0 6.3 120 FTG T PE -2.6 76 14.0 0.0 7.7 0.0 0.096 TL 11.00 PV Pipe: 72 -17.5 1.049 PL 6.00 PF 1.1 77A 8.0 5.6 9.8 17.5 6.5 120 FTG T PE -2.6 77 14.0 0.0 8.3 0.0 0.102 TL 11.00 PV Pipe: 73 -18.6 1.049 PL 6.00 PF 1.2 78A 8.0 5.6 11.0 18.6 6.9 120 FTG T PE -2.6 78 14.0 0.0 9.6 0.0 0.113 TL I1.00 PV Pipe: 74 -20.2 1.049 PL 6.00 PF 1.5 79A 8.0 5.6 13.0 20.2 7.5 120 FTG T PE -2.6 79 14.0 0.0 11.9 0.0 0.133 TL 11.00 PV Pipe: 75 -4.7 1.442 PL 58.00 PF 0.1 S7 14.0 0.0 10.2 0.0 0.9 120 FTG T PE 0.0 50 14.0 0.0 10.3 0.0 0.002 TL 66.00 PV Pipe: 76 -4.7 1.442 PL 12.00 PF 0.0 50 14.0 0.0 10.3 0.0 0.9 120 FTG ---- PE 0.0 51 14.0 0.0 10.3 0.0 0.002 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1.1 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#2.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. -NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 77 -4.7 1.442 PL 10.00 PF 0.0 51• 14.0 0.0 10.3 0.0 0.9 120 FTG ---- PE 0.0 52 14.0 0.0 10.3 0.0 0.002 TL 10.00 PV Pipe: 78 -4.7 1.442 PL 12.00 PF 0.0 52 14.0 0.0 10.3 0.0 0.9 120 FIG ---- PE 0.0 53 14.0 0.0 10.3 0.0 0.002 TL 12.00 PV Pipe: 79 -4.7 1.442 PL 8.50 PF 0.0 53 14.0 0.0 10.3 0.0 0.9 120 FTG 2L PE -0.5 54 15.2 0.0 9.8 0.0 0.002 TL 14.50 PV Pipe: 80 -4.7 1.442 PL 9.00 PF 0.0 54 15.2 0.0 9.8 0.0 0.9 120 FTG ---- PE 0.0 55 15.2 0.0 9.9 0.0 0.002 TL 9.00 PV Pipe: 81 -4.7 1.442 PL 7.20 PF 0.0 55 15.2 0.0 9.9 0.0 0.9 120 FTG ---- PE 0.0 56 15.2 5.6 9.9 17.6 0.002 TL 7-20 PV Pipe: 82 -22.3 1.442 PL 9.00 PF 0.3 56 15.2 5.6 9.9 17.6 4.4 120 FTG ---- PE 0.0 57 15.2 0.0 10.2 0.0 0.034 TL 9.00 PV Pipe: 83 -22.3 1.442 PL 1.50 PF 0.3 57 15.2 0.0 10.2 0.0 4.4 120 FIG T PE 0.0 P7 15.3 0.0 10.5 0.0 0.034 TL - 9.50 PV Pipe: 84 14.3 1.442 PL 58.00 PF 1.0 S8 14.0 0.0 9.8 0.0 2.8 120 FTG T PE 0.0 58 14.0 0.0 8.8 0.0 0.015 TL 66.00 PV Pipe: 85 14.3 1.442 PL 12.00 PF 0.2 58 14.0 0.0 8.8 0.0 2.8 120 FTG ---- PE 0.0 59 14.0 0.0 8.6 0.0 0.015 TL 12.00 PV Pipe: 86 14.3 1.442 PL 10.00 PF 0.1 59 14.0 0.0 8.6 0.0 2.8 120 FTG ---- PE 0.0 60 14.0 0.0 8.5 0.0 0.015 TL 10.00 PV Pipe: 87 14.3 1.442 PL 12.00 PF 0.2 60 14.0 0.0 8.5 0.0 2.8 120 FTG ---- PE 0.0 61 14.0 0.0 8.3 0.0 0.015 TL 12.00 PV Pipe: 88 -1.8 1.442 PL 11.00 PF 0.0 61 14.0 0.0 8.3 0.0 0.4 120 FTG 2L PE -0.5 62 15.2 5.6 7.8 15.6 0.000 TL 17.00 PV Pipe: 89 -17.4 1.442 PL 9.50 PF 0.2 62 15.2 5.6 7.8 15.6 3.4 120 FTG ---- PE 0.0 63 15.2 5.6 8.0 15.8 0.021 TL 9.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#2.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 90 -33.3 1.442 PL 9.50 PF 0.7 63. 15.2 5.6 8.0 15.8 6.5 120 FIG ---- PE 0.0 64 15.2 5.6 8.7 16.5 0.071 TL 9.50 PV Pipe: 91 -49.7 1.442 PL 6.00 PF 2.1 64 15.2 5.6 8.7 16.5 9.8 120 FTG T PE 0.0 P8 15.3 0.0 10.7 0.0 0.149 TL 14.00 PV Pipe: 92 -1B.1 1.442 PL 3.50 PF 0.3 65 15.2 5.6 10.5 18.1 3.6 120 FTG T PE 0.0 P8 15.3 0.0 10.7 0.0 0.023 TL 11.50 PV Pipe: 93 -18.8 1.442 PL 13.50 PF 0.3 66 14.0 0.0 9.9 0.0 3.7 120 FIG ---- PE 0.0 67 14.0 0.0 10.3 0.0 0.025 TL 13.50 PV Pipe: 94 -37.8 1.442 PL 10.00 PF 1.6 67 14.0 0.0 10.3 0.0 7.4 120 FIG T PE -0.6 Cl 15.3 0.0 11.3 0.0 0.090 TL 18.00 PV Pipe: 95 -20.0 1.442 PL 2.30 PF 0.3 68 14.0 0.0 11.6 0.0 3.9 120 FTG T PE -0.6 C1 15.3 0.0 11.3 0.0 0.028 TL 10.30 PV Pipe: 96 17.5 1.442 PL 58.00 PF 1.4 S9 14.0 0.0 9.7 0.0 3.4 120 FTG T PE 0.0 69 14.0 0.0 8.2 0.0 0.022 TL 66.00 PV Pipe: 97 17.5 1.442 PL 12.00 PF 0.3 69 14.0 0.0 8.2 0.0 3.4 120 FIG ---- PE 0.0 70 14.0 0.0 8.0 0.0 0.022 TL 12.00 PV Pipe: 98 17.5 1.442 PL 10.00 PF 0.2 70 14.0 0.0 8.0 0.0 3.4 120 FTG ---- PE 0.0 71 14.0 0.0 7.7 0.0 0.022 TL 10.00 PV Pipe: 99 17.5 1.442 PL 10.50 PF 0.2 71 14.0 0.0 7.7 0.0 3.4 120 FTG ---- PE 0.0 73 14.0 0.0 7.5 0.0 0.022 TL 10.50 PV Pipe: 100 -16.2 1.049 PL 5.50 PF 1.1 72 14.0 0.0 6.4 0.0 6.0 120 FTG ET PE 0.0 73 14.0 0.0 7.5 0.0 0.088 TL 12.50 PV Pipe: 101 1.4 1.442 PL 3.00 PF 0.0 73 14.0 0.0 7.5 0.0 0.3 120 FTG ---- PE 0.0 75 14.0 0.0 7.5 0.0 0.000TL 3.00 PV Pipe: 102 -16.2 1.049 PL 4.50 PF 1.0 74 14.0 0.0 6.5 0.0 6.0 120 FTG ET PE 0.0 75 14.0 0.0 7.5 0.0 0.088 TL 11.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#2.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 103 -14.8 1.442 PL 9.00 PF 0.1 75 14.0 0.0 7.5 0.0 2.9 120 FTG ---- PE 0.0 76 14.0 0.0 7.7 0.0 0.016 TL 9.00 PV Pipe: 104 -31.8 1.442 PL 10.00 PF 0.7 76 14.0 0.0 7.7 0.0 6.3 120 FTG ---- PE 0.0 77 14.0 0.0 8.3 0.0 0.065 TL 10.00 PV Pipe: 105 -49.4 1.442 PL 9.00 PF 1.3 77 14.0 0.0 8.3 0.0 9.7 120 FTG ---- PE 0.0 78 14.0 0.0 9.6 0.0 0.147 TL 91.00 PV Pipe: 106 -67.9 1.442 PL 8.50 PF 2.3 78 14.0 0.0 9.6 0.0 13.3 120 FTG ---- PE 0.0 79 14.0 0.0 11.9 0.0 0.265 TL 8.50 PV Pipe: 107 -88.1 1.442 PL 1.00 PF 3.9 79 14.0 0.0 11.9 0.0 17.3 120 FTG T PE 0.0 P9 14.0 0.0 15.8 0.0 0.430 TL 9.00 PV Pipe: 108 2.7 1.682 PL 7.00 PF 0.0 S1 14.0 0.0 10.7 0.0 0.4 120 FTG ---- PE 0.0 S2 14.0 0.0 10.7 0.0 0.000 TL 7.00 PV Pipe: 109 5.4 1.682 PL 12.00 PF 0.0 S2 14.0 0.0 10.7 0.0 0.8 120 FTG ---- PE 0.0 S3 14.0 0.0 10.7 0.0 0.001 TL 12.00 PV Pipe: 110 8.4 1.682 PL 8.00 PF 0.0 53 14.0 0.0 10.7 0.0 1.2 120 FTG ---- PE 0.0 Al 14.0 0.0 10.7 0.0 0.003 TL 8.00 PV Pipe: 111 11.7 1.682 PL 4.00 PF 0.0 Al 14.0 0.0 10.7 0.0 1.7 120 FTG ---- PE 0.0 S4 14.0 0.0 10.7 0.0 0.005 TL 4.00 PV Pipe: 112 15.5 1.682 PL 12.00 PF 0.1 S4 14.0 0.0 10.7 0.0 2.2 120 FTG ---- PE 0.0 S5 14.0 0.0 10.6 0.0 0.008 TL 12.00 PV Pipe: 113 20.5 1.682 PL 12.00 PF 0.2 S5 14.0 0.0 10.6 0.0 3.0 120 FIG ---- PE 0.0 S6 14.0 0.0 10.4 0.0 0.014 TL 12.00 PV Pipe: 114 27.1 1.682 PL 12.00 PF 0.3 S6 14.0 0.0 10.4 0.0 3.9 120 FTG ---- PE 0.0 S7 14.0 0.0 10.2 0.0 0.023 TL 12.00 PV Pipe: 115 31.8 1.682 PL 12.00 PF 0.4 S7 14.0 0.0 10.2 0.0 4.6 120 FTG - ---- PE 0.0 S8 14.0 0.0 9.8 0.0 0.031 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#2.SDF JOB TITLE: PIPE TAG END ELEV. NOZ. .NODES (FT) (K) Pipe: 116 SQ 14.0 0.0 S9 14.0 0.0 Pipe: 117 P1 15.3 0.0 P2 15.3 0.0 Pipe: 118 P2 15.3 0.0 P3 15.3 0.0 Pipe: 119 P3 15.3 0.0 B1 15.3 0.0 Pipe: 120 B1 15.3 0.0 P4 15.3 0.0 Pipe: 121 P4 15.3 0.0 P5 15.3 0.0 Pipe: 122 P5 15.3 0.0 P6 15.3 0.0 Pipe: 123 P6 1.5.3 0.0 P7 15.3 0.0 Pipe: 124 27 15.3 0.0 P8 15.3 0.0 Pipe: 125 P8 15.3 0.0 Cl 15.3 0.0 Pipe: 126 Cl 15.3 0.0 P9 14.0 0.0 Pipe: 127 P9 14.0 0.0 EX 14.0 0.0 Pipe: 128 EX 14.0 0.0 A 14.0 0.0 Q(GPM) DIA(IN) LENGTH PRESS. PT DISC. VEL(FPS) HW(C) (FT) SUM. (PSI) (GPM) FL/FT (PSI) 17.5 1.682 PL 12.00 PF 0.1 9.8 0.0 2.5 120 FTG ---- PE 0.0 9.7 0.0 0.010 TL 12.00 PV -2.7 2.157 PL 9.50 PF 0.0 10.3 0.0 0.2 120 FTG ---- PE 0.0 10.3 0.0 0.000 TL 9.50 PV -5.4 2.157 PL 9.50 PF 0.0 10.3 0.0 0.5 120 FTG ---- PE 0.0 10.3 0.0 0.000 TL 9.50 PV -8.4 2.157 PL 8.00 PF 0.0 10.3 0.0 0.7 120 FTG ---- PE 0.0 10.3 0.0 0.001 TL 8.00 Pv -11.7 2.157 PL 4.00 PF 0.0 10.3 0.0 1.0 120 FTG ---- PE 0.0 10.3 0.0 0.001 TL 4.00 Pv -15.5 2.157 PL 12.00 P£ 0.0 10.3 0.0 1.4 120 FTG ---- PE 0.0 10.3 0.0 0.002 TL 12.00 PV -20.5 2.157 PL 12.00 PF 0.0 10.3 0.0 1.8 120 FTG ---- PE 0.0 10.4 0.0 0.004 TL 12.00 PV -27.1 2.157 PL 12.00 PF 0.1 10.4 0.0 2.4 120 FTG ---- PE 0.0 10.5 0.0 0.007 TL 12.00 PV -49.4 2.157 PL 12.00 PF 0.2 10.5 0.0 4.3 120 FTG ---- PE 0.0 10.7 0.0 0.021 TL 12.00 PV -117.3 2.157 PL 6.00 PF 0.6 10.7 0.0 10.3 120 FTG ---- PE 0.0 11.3 0.0 0.103 TL 6.00 PV -175.1 2.157 PL 12.00 PF 3.9 11.3 0.0 15.4 120 FTG 2L PE 0.6 15.8 0.0 0.215 TL 18.00 PV -263.3 3.260 PL 9.00 PF 0.6 15.8 0.0 10.1 120 FTG ---- PE 0.0 16.3 0.0 0.061 TL 9.00 Pv -263.3 6.357 PL 55.00 PF 0.2 16.3 0.0 2.7 120 FTG . 2L PE 0.0 16.5 0.0 0.002 TL 77.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#2.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. -NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 129 -263.3 6.357 PL 10.50 PF 0.0 A. 14.0 0.0 16.5 0.0 2.7 120 FTG ---- PE 3.9 B 5.0 0.0 20.4 0.0 0.002 TL 10.50 PV Pipe: 130 -263.3 6.357 PL 4.00 PF 0.0 B 5.0 0.0 20.4 0.0 2.7 120 FTG ---- PE 1.7 ST 1.0 0.0 22.2 0.0 0.002 TL 4.00 PV Pipe: 131 -263.3 6.280 PL 8.00 PF 0.0 ST 1.0 0.0 22.2 0.0 2.7 140 FTG L PE 1.7 UG1 -3.0 0.0 23.9 0.0 0.002 TL 22.00 PV Pipe: 132 -263.3 6.080 PL 120.00 PF 0.4 UG1 -3.0 0.0 23.9 0.0 2.9 150 FTG TLG PE 0.0 SOURCE -3.0 SRCE 24.3 (N/A) 0.002 TL 185.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 7.9 computer program under license no. 16050878 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.060 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 17.3 ft/sec at pipe 107. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#2.SDF JOB TITLE: PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet .. (in) E T L C B G A D N ' Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 1.992 4.00 8.00 3.00 9.00 8.00 1.00 12.00 12.00 8.00 . 1.682 5.00 10.00 3.00 11.00 8.00 1.00 12.00 12.00 10.00 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6.080 22.00 46.00 14.00 49.00 15.00 5.00 46.00 50.0 G A U G 40.0 E P R E 30.0 S S 2 U R E 20.0 P S i 10.0 I B 0.0 WATER SUPPLY ANALYSIS Static: 53.00 psi Resid: 43.00 psi Flow: 1185.0 gpm LEGEND Available pressure 1 51.88 psi @ 363.3 gpm Required pressure 2 24.29 psi @ 363.3 gpm A. Source Supply Curve B. System Demand Curve -14.7 400 600 800 1000 1200 1400 1600 1800 2000 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 18 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#2.SDF JOB TITLE: WATER SUPPLY CURVE •60+ I - I 55+• 1 *\\0 I \\\ 50+ \\\ 45+ \\\ 1 <-43.0 psi @ 1185 gpm I Flow Test Point P 40+ R I E I S I S 35+ U R E 30+ ( I P I S I I 25+ x I 20+ I I 15+ I I 10+ LEGEND " I I X = Required Water Supply 1 24.29 psi @ 363.3 gpm " 5+ " 1 0 = Available Water Supply 51.88 psi @ 363.3 gpm -+---+----+-----+------+--------+-------+--------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) GUARDIAN FIRE PROTECTION P. 0. BOX 488 • DEER PARK, TEXAS hy�+ HYDRAULIC CALCULATIONS FEgL EryIgn c— FOR OCTC L 2008 LIL JACKS BY; SOUTH BROADWAY LA PORTE, TEXAS REMOTE AREA #1 DATE: 8-20-08 , REVISED 9/3/08 -DESIGN DATA - OCCUPANCY CLASSIFICATION: LIGHT HAZARD GROUP 1 DENSITY: .10 AREA OF APPLICATION: 1050 SQ FT REDUCED REMOTE AREA FOR BUILDING HEIGTH COVERAGE PER SPRINKLER: VARIES SQ FT NUMBER OF SPRINKLERS CALCULATED: 9 TOTAL SPRINKLER WATER FLOW REQUIRED: 143.4 GPM TOTAL WATER REQUIRED (including hose): 243.4 GPM FLOW AND PRESSURE (@ BOR): 243.4 GPM @ 27.7 PSI l ry SPRINKLER ORIFICE SIZE: 1/2 INCH ��ii�///J P NAME OF CONTRACTOR: GOLDEN TRIANGLE DESIGN/LAYOUT BY: LARRY J HARRIS AUTHORITY HAVING JURISDICTION: CITY, OWNER CONTRACTOR CERTIFICATION NUMBER: SCR-0371 CALCULATIONS BY HASS COMPUTER PROGRAM (LISCENSE # 16050878) HRS SYSTEMS, INC. TUCKER, GA 30084 IF i nL APPROVED PLANS ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE 1S OCCURRING SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE81 REV.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ-D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE' 53.0 43.0 1185.0 52.5 243.4 27.7 Required pressure is 24.8 psi (47a) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 243.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 143.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 14.0 - - - - 7.8 - - - 1A 13.0 K= 5.60 7.7 15.5 2 14.0 - - - - 7.6 - - - 2A 13.0 K= 5.60 7.6 15.4 3 14.0 - - - - 7.6 - - - 3A 13.0 K= 5.60 7.6 15.4 4 14.0 - - - - 7.8 - - - 4A 13.0 K= 5.60 7.8 15.6 5 15.3 - - - - 8.5 - - - 6 15.3 - - - - 9.1 - - - 7 15.3 - - - - 9.7 - - - 8 15.3 - - - - 10.4 - - - 9 15.3 - - - - 11.0 - - - 10 14.0 - - - - 7.9 - - - 10A 13.0 K- 5.60 7.8 15.7 11 14.0 - - - - 7.5 - - - 11A 13.0 K= 5.60 7.5 15.3 12 14.0 - - - - 7.5 - - - 12A 13.0 K= 5.60 7.5 15.3 13 14.0 - - - - 7.7 - - - 13A 13.0 K= 5.60 7.7 15.5 14 15.3 - - - - 8.7 - - - 15 15.3 - - - - 9.3 - - - 16 15.3 - - - - 9.9 - - - 17 15.3 - - - - 10.5 - - - 18 15.3 - - - - 11.1 - - - 19 14.0 - - - - 11.7 - - - 19A 13.0 - - - - 12.1 - - - 20 14.0 - - - - 11.7 - - - 20A 8.0 - - - - 14.3 - - - 21 14.0 - - - - 11.7 - - - 22 14.0 - - - - 11.7 - - - ( it OC 2 2 20I' a :n i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#1 REV.SDF JOB TITLE: NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 22A 8.0 - - - - 14.3 - - - 23 14.0 - - - - 11.7 - - - 24 14.0 - - - - 11.7 - - - 24A 8.0 - - - - 14.3 - - - 25 14.0 - - - - 11.7 - - - 26 14.0 - - - - 11.6 - - - 26A 8.0 - - - - 14.2 - - - 27 14.0 - - - - 11.6 - - - 28 14.0 - - - - 10.6 - - - 28A 8.0 K= 5.60 12.2 19.6 29 14.0 - - - - 11.6 - - - 30 15.3 - - - - 11.4 - - - 31 15.3 - - - - 11.5 - - - 32 15.3 - - - - 11.7 - - - 33 15.3 - - - - 11.9 - - - 34 15.3 - - - - 12.1 - - - 50 14.0 - - - - 15.6 - - - 50A 13.0 - - - - 16.1 - - - 51 14.0 - - - - 15.7 - - - 51A 13.0 - - - - 16.1 - - - 52 14.0 - - - - 15.8 - - - 52A 13.0 - - - - 16.2 - - - 53 14.0 - - - - 15.8 - - - 53A 13.0 - - - - 16.3 - - - 54 15.2 - - - - 15.4 - - - 55 15.2 - - - - 15.5 - - - 56 15.2 - - - - 15.5 - - - 57 15.2 - - - - 15.5 - - - 58 14.0 - - - - 16.3 - - - 58A 13.0 - - - - 16.8 - - - 59 14.0 - - - - 16.5 - - - 59A 13.0 - - - - 16.9 - - - 60 14.0 - - - - 16.6 - - - 60A 13.0 - - - - 17.0 - - - 61 14.0 - - - - 16.7 - - - 61A 13.0 - - - - 17.1 - - - 62 15.2 - - - - 16.4 - - - 63 15.2 - - - - 16.5 - - - 64 15.2 - - - - 16.6 - - - 65 15.2 - - - - 16.7 - - - 66 14.0 - - - - 17.9 - - - 66A 8.0 - - - - 20.5 - - - 67 14.0 - - - - 17.9 - - - 67A 8.0 - - - - 20.5 - - - 68 14.0 - - - - 17.9 - - - 68A 8.0 - - - - 20.5 - - - 69 14.0 - - - - 17.7 - - - 69A 13.0 - - - - 18.1 - - - 70 14.0 - - - - 18.0 - - - 70A 13.0 - - - - 18.4 - - - 71 14.0 - - - - 18.3 - - - 71A 13.0 - - - - 18.7 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#1 REV.SDF JOB TITLE: NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 72 14.0 - - - - 18.6 - - - 72A' 8.0 - - - - 21.2 - - - 73 14.0 - - - - 18.6 - - - 74 14.0 - - - - 18.7 - - - 74A 8.0 - - - - 21.3 - - - 75 14.0 - - - - 18.7 - - - 76 14.0 - - - - 18.9 - - - 76A 8.0 - - - - 21.5 - - - 77 14.0 - - - - 19.2 - - - 77A 8.0 - - - - 21.8 - - - 78 14.0 - - - - 19.4 - - - 78A 8.0 - - - - 22.0 - - - 79 14.0 - - - - 19.7 - - - 79A 8.0 - - - - 22.3 - - - S1 14.0 - - - - 10.3 - - - S2 14.0 - - - - 10.5 - - - S3 14.0 - - - - 11.7 - - S4 14.0 - - - - 13.0 - - - S5 14.0 - - - - 14.0 - - - S6 14.0 - - - - 14.7 - - - S7 14.0 - - - - 15.3 - - - S8 14.0 - - - - 15.7 - - - S9 14.0 - - - - 15.8 - - - P1 15.3 - - - - 11.9 - - - P2 15.3 - - - - 12.0 - - - P3 15.3 - - - - 12.3 - - - P4 15.3 - - - - 12.9 - - - P5 15.3 - - - - 13.7 - - - P6 15.3 - - - - 14.6 - - - P7 15.3 - - - - 15.6 - - - P8 15.3 - - - - 16.7 - - - C1 15.3 - - - - 17.3 - - - A1 14.0 - - - - 12.7 - - - B1 15.3 - - - - 12.7 - - - P9 14.0 - - - - 19.9 - - - EX 14.0 - - - - 20.1 - - - A 14.0 - - - - 20.2 - - - B 5.0 - - - - 24.1 - - - ST 1.0 - - - - 25.8 - - - UG1 -3.0 - - - - 27.6 - - - SOURCE -3.0 SOURCE 27.7 143.4 Folivri 2008 � SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE! 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#1 REV.SDF JOB TITLE: PIPE DATA PIP- TAG Q(GPM) DIA(IN) LENGTH PRESS. END" ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -15.5 1.049 PL 1.00 PF 0.5 1A 13.0 5.6 7.7 15.5 5.8 120 FTG T PE -0.4 1 14.0 0.0 7.6 0.0 0.082 TL 6.00 PV Pipe: 2 -15.4 1.049 PL 1.00 PF 0.5 2A 13.0 5.6 7.6 15.4 5.7 120 FTG T PE -0.4 2 14.0 0.0 7.6 0.0 0.080 TL 6.00 PV Pipe: 3 -15.4 1.049 PL 1.00 PF 0.5 3A 13.0 5.6 7.6 15.4 5.7 120 FTG T PE -0.4 3 14.0 0.0 7.6 0.0 0.080 TL 6.00 PV Pipe: 4 -15.6 1.049 PL 1.00 PF 0.5 4A 13.0 5.6 7.8 15.6 5.8 120 FTG T PE -0.4 4 14.0 0.0 7.8 0.0 0.082 TL 6.00 PV Pipe: 5 -15.7 1.049 PL 1.00 PF 0.5 IDA 13.0 5.6 7.8 15.7 5.8 120 FTG T PE -0.4 10 14.0 0.0 7.9 0.0 0.083 TL 6.00 PV Pipe: 6 -15.3 1.049 PL 1.00 PF 0.5 11A 13.0 5.6 7:5 15.3 5.7 120 FTG T PE -0.4 11 14.0 0.0 7.5 0.0 0.080 TL 6.00 PV Pipe: 7 -15.3 1.049 PL 1.00 PF 0.5 12A 13.0 5.6 7.5 15.3 5.7 120 FTG T PE -0.4 12 14.0 0.0 7.5 0.0 0.080 TL 6.00 PV Pipe: 8 -15.5 1.049 PL 1.00 PF 0.5 13A 13.0 5.6 7.7 15.5 5.8 120 FTG T PE -0.4 13 14.0 0.0 7.7 0.0 0.081 TL 6.00 PV Pipe: 9 0.0 1.049 PL 1.00 PF 0.0 1911% 13.0 0.0 12.1 0.0 0.0 120 FTG T PE -0.4 19 14.0 0.0 11.7 0.0 - 0.000 TL 6.00 PV Pipe: 10 0.0 1.049 PL 6.00 PF 0.0 20A 6.0 0.0 14.3 0.0 0.0 120 FTG E PE -2.6 20 14.0 0.0 11.7 0.0 0.000 TL 8.00 PV Pipe: 11 0.0 1.049 PL 6.00 PF 0.0 22A 8.0 0.0 14.3 0.0 0.0 120 FTG E PE -2.6 22 14.0 0.0 11.7 0.0 0.000 TL 8.00 PV Pipe: 12 0.0 1.049 PL 6.00 PF 0.0 24A 8.0 0.0 14.3 0.0 0.0 120 FTG E PE -2.6 24 14.0 0.0 11.7 0.0 0.000 TL 8.00 PV Ec N VV' E OCT 2 2 2003 By.� SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#1 REV.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. [POPES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 0.0 1.049 PL 6.00 PF 0.0 267c 8.0 0.0 14.2 0.0 0.0 120 FTG E BE -2.6 26 14.0 0.0 11.6 0.0. 0.000 TL 8.00 PV Pipe: 14 -19.6 1.049 PL 6.00 PF 1.0 28A 8.0 5.6 12.2 19.6 7.3 120 FTG E PE -2.6- 28 14.0 0.0 10.6 0.0 0.125 TL 8.00 PV Pipe: 15 30.5 1.442 PL 34.00 PF 2.5 S1 14.0 0.0 10.3 0.0 6.0 120 FTG T PE 0.0 1 14.0 0.0 7.8 0.0 0.060 TL 42.00 PV Pipe: 16 14.9 1.442 PL 10.00 PF 0.2 1 14.0 0.0 7.8 0.0 2.9 120 FIG ---- PE 0.0 2 14.0 .0.0 7.6 0.0 0.016 TL 10.00 PV Pipe: 17 -0.5 1.442 PL 12.00 PF 0.0 2 14.0 0.0 7.6 0.0 0.1 120 FTG ---- PE 0.0 3 14.0 0.0 7.6 0.0 0.000 TL 12.00 PV Pipe: 18 -15.9 1.442 PL 12.00 PF 0.2 3 14.0 0.0 7.6 0.0 3.1 120 FTG ---- PE 0.0 4 14.0 0.0 7.8 0.0 0.018 TL 12.00 PV Pipe: 19 -31.4 1.442 PL 13.00 PF 1.2 4 14.0 0.0 7.8 0.0 6.2 120 FTG 2L PE -0.6 5 15.3 0.0 8.5 0.0 0.064 TL 19.00 PV Pipe: 20 -31.4 1.442 PL 10.00 PF 0.6 5 15.3 0.0 8.5 0.0 6.2 120 FTG ---- PE 0.0 6 15.3 0.0 9.1 0.0 0.064 TL 10.00 PV Pipe: 21 -31.4 1.442 PL 10.00 PF 0.6 6 15.3 0.0 9.1 0.0 6.2 120 FTG ---- PE 0.0 7 15.3 0.0 9.7 0.0 0.064 TL 10.00 PV Pipe: 22 -31.4 1.442 PL 10.00 PF 0.6 7 15.3 0.0 9.7 0.0 6.2 120 FTG ---- PE 0.0 8 15.3 0.0 10.4 0.0 0.064 TL 10.00 PV Pipe: 23 -31.4 1.442 PL 10.00 PF 0.6 8 15.3 0.0 10.4 0.0 6.2 120 FTG ---- PE 0.0 9 15.3 0.0 11.0 0.0 0.064 TL 10.00 PV Pipe: 24 -31.4 1.442 PL 6.50 PF 0.9 9 15.3 0.0 11.0 0.0 6.2 120 FTG T PE 0.0 P1 15.3 0.0 11.9 0.0 0.064 TL 14.50 PV Pipe: 25 31.0 1.442 PL 34.00 PF 2.6 52 14.0 0.0 10.5 0.0 6.1 120 FTG T PE 0.0 10 14.0 0.0 7.9 0.0 0.062 TL 42.00 PV E-=c3rzlyo=- OCT 2 2 2008 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#1 REV.SDF JOB TITLE: PIPE TAG 4(GPM) DIA'(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 15.3 1.442 PL 14.00 PF 0.3 10- 14.0 0.0 7.9 0.0 3.0 120 FTG 2L PE 0.0 11 14.0 0.0 7.5 0.0 0.017 TL 20.00 PV Pipe: 27 0.0 1.442 PL 12.00 PF 0.0 11 14.0 0.0 7.5 0.0 0.0 120 FTG ---- PE 0.0 12 14.0 0.0 7.5 0.0 0.000 TL 12.00 PV Pipe: 28 -15.4 1.442 PL 12.00 PF 0.2 12 14.0 0.0 7.5 0.0 3.0 120 FTG ---- PE 0.0 13 14.0 0.0 7.7 0.0 0.017 TL 12.00 PV Pipe: 29 -30.9 1.442 PL 15.00 PF 1.5 13 14.0 0.0 7.7 0.0 6.1 120 FTG 3L PE -0.6 14 15.3 0.0 8.7 0.0 0.062 TL 24.00 PV Pipe: 30 -30.9 1.442 PL 10.00 PF 0.6 14 15.3 0.0 8.7 0.0 6.1 120 FIG ---- PE 0.0 15 15.3 0.0 9.3 0.0 0.062 TL 10.00 PV Pipe: 31 -30.9 1.442 PL 10.00 PF 0.6 15 15.3 0.0 9.3 0.0 6.1 120 FTG ---- PE 0.0 16 15.3 0.0 9.9 0.0 0.062 TL 10.00 PV Pipe: 32 -30.9 1.442 PL 10.00 PF 0.6 16 15.3 0.0 9.9 0.0 6.1 120 FTG ---- PE 0.0 17 15.3 0.0 10.5 0.0 0.062 TL 10.00 PV Pipe: 33 -30.9 1.442 PL 10.00 PF 0.6 17 15.3 0.0 10.5 0.0 6.1 120 FTG ---- PE 0.0 18 15.3 0.0 11.1 0.0 0.062 TL 10.00 PV Pipe: 34 -30.9 1.442 PL 6.50 PF 0.9 18 15.3 0.0 11.1 0.0 6.1 120 FTG T PE 0.0 P2 15.3 0.0 12.0 0.0 0.062 TL 14.50 PV Pipe: 35 3.8 1.442 PL 34.00 PF 0.1 S3 14.0 0.0 11.7 0.0 0.7 120 FTG T PE 0.0 19 14.0 0.0 11.7 0.0 0.001 TL 42.00 PV Pipe: 36 3.8 1.442 PL 5.00 PF 0.0 19 14.0 0.0 11.7 0.0 0.7 120 FTG ---- PE 0.0 21 14.0 0.0 11.7 0.0 0.001 TL 5.00 PV Pipe: 37 0.0 1.049 PL 2.00 PF 0.0 20 14.0 0.0 11.7 0.0 0.0 120 FTG T PE 0.0 21 14.0 0.0 11.7 0.0 0.000 TL 7.00 PV Pipe: 38 3.8 1.442 PL 7.30 PF 0.0 21 14.0 0.0 11.7 0.0 0.7 120 FIG ---- PE 0.0 23 14.0 0.0 11.7 0.0 0.001 TL 7.30 PV OCT 2 2 2OO8 BY: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#1 REV.SDF JOB TITLE: Q(GPM) DIA(IN) LENGTH PRESS. PIPE TAG END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) 39 0.0 1.049 PL 3.00 PF 0.0 - Pipe: 14.0 0.0 11.7 0.0 0.0 120 FTG T PE 0.0 22 23 14.0 0.0 11.7 0.0 0.000 TL 8.00 PV Pipe: 40 3.8 1.442 PL 9.00 PF 0.0 23 14.0 0.0 11.7 0.0 0.7 120 FTG ---- PE 0.0 25 14.0 0.0 11.7 0.0 0.001 TL 9.00 PV Pipe: 41 0.0 1.049 PL 3.00 PF 0.0 24 14.0 0.0 11.7 0.0 0.0 120 FTG T PE 0.0 25 14.0 0.0 11.7 0.0 0.000 TL 8.00 PV 42 3.8 1.442 PL 8.00 PF 0.0 25 Pipe: 14.0 0.0 11.7 0.0 0.7 120 FTG ---- PE 0.0 27 14.0 0.0 11.6 0.0 0.001 TL 8.00 PV 43 0.0 1.049 PL 3.00 PF 0.0 Pipe: 14.0 0.0 11.6 0.0 0.0 120 FTG T PE 0.0 26 27 14.0 0.0 11.6 0.0 0.000 TL 8.00 PV 44 3.8 1.442 PL 7.00 PF 0.0 Pipe: 14.0 0.0 11.6 0.0 0.7 120 FIG ---- PE 0.0 27 29 14.0 0.0 11.6 0.0 0.001 TL 7.00 PV Pipe: 45 -19.6 1.049 PL 3.00 PF 1.0 28 14.0 0.0 10.6 0.0 7.3 120 FTG T PE 0.0 29 14.0 0.0 11.6 0.0 0.125 TL 8.00 PV Pipe: 46 -15.8 1.442 PL 10.00 PF 0.3 29 14.0 0.0 11.6 0.0 3.1 120 FTG 2L PE -0.6 30 15.3 0.0 11.4 0.0 0.018 TL 16.00 PV Pipe: 47 -15.8 1.442 PL 10.00 PF 0.2 30 15.3 0.0 11.4 0.0 3.1 120 FTG ---- PE 0.0 31 15.3 0.0 11.5 0.0 0.018 TL 10.00 PV Pipe: 48 -15.8 1.442 PL 10.00 PF 0.2 31 15.3 0.0 11.5 0.0 3.1 120 FTG ---- PE 0.0 32 15.3 0.0 11.7 0.0 0.018 TL 10.00 PV Pipe: 49 -15.8 1.442 PL 10.00 PF 0.2 32 15.3 0.0 11.7 0.0 3.1 120 FTG ---- PE 0.0 33 15.3 0.0 11.9 0.0 0.018 TL 10.00 PV Pipe: 50 -15.8 1.442 PL 10.00 PF 0.2 33 15.3 0.0 11.9 0.0 3.1 120 FTG ---- PE 0.0 34 15.3 0.0 12.1 0.0 0.018 TL 10.00 PV Pipe: 51 -15.8 1.442 PL 6.50 PF 0.3 34 15.3 0.0 12.1 0.0 3.1 120 FTG T PE 0.0 P3 15.3 0.0 12.3 0.0 0.018 TL 14.50 PV OCT 2 2 2000 BY: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#1 REV.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NO2. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 51A -7.1 1.442 PL 127.00 PF 0.6 Al- 14.0 0.0 12.7 0.0 1.4 120 FTG 2T2L PE -0.6 B1 - 15.3 0.0 12.7 0.0 0.004 TL 149.00 PV Pipe: 52 -6.3 1.442 PL 126.00 PF 0.5 S4 14.0 0.0 13.0 0.0 1.2 120 FTG 2T PE -0.6 P4 15.3 0.0 12.9 0.0 0.003 TL 142.00 PV Pipe: 53 -5.2 1.442 PL 126.00 PF 0.3 S5 14.0 0.0 14.0 0.0 1.0 120 FTG 2T PE -0.6 P5 15.3 0.0 13.7 0.0 0.002 TL 142.00 PV Pipe: 54 -6.2 1.442 PL 126.00 PF 0.4 S6 14.0 0.0 14.7 0.0 1.2 120 FTG 2T PE -0.6 P6 15.3 0.0 14.6 0.0 0.003 TL 142.00 Pv Pipe: 55 0.0 1.049 PL 1.00 PF 0.0 50A 13.0 0.0 16.1 0.0 0.0 120 FTG T PE -0.4 50 14.0 0.0 15.6 0.0 0.000 TL 6.00 PV Pipe: 56 0.0 1.049 PL 1.00 PF 0.0 51A 13.0 0.0 16.1 0.0 0.0 120 FTG T PE -0.4 51 14.0 0.0 15.7 0.0 0.000 TL 6.00 PV Pipe: 57 0.0 1.049 PL 1.00 PF 0.0 52A 13.0 0.0 16.2 0.0 0.0 120 FTG T PE -0.4 52 14.0 0.0 15.8 0.0 0.000 TL 6.00 PV Pipe: 58 0.0 1.049 PL 1.00 PF 0.0 53A 13.0 0.0 16.3 0.0 0.0 120 FTG T PE -0.4 53 14.0 0.0 15.8 0.0 0.000 TL 6.00 PV Pipe: 59 0.0 1.049 PL 1.00 PF 0.0 58A 13.0 0.0 16.8 0.0 0.0 120 FTG T PE -0.4 58 14.0 0.0 16.3 0.0 0.000 TL 6.00 PV Pipe: 60 0.0 1.049 PL 1.00 PF 0.0 59A 13.0 0.0 16.9 0.0 0.0 120 FTG T PE -0.4 59 14.0 0.0 16.5 0.0 0.000 TL 6.00 Pv Pipe: 61 ' 0.0 1.049 PL 1.00 PF 0.0 60A 13.0 0.0 17.0 0.0 0.0 120 FTG T PE -0.4 60 14.0 0.0 16.6 0.0 0.000 TL 6.00 Pv Pipe: 62 0.0 1.049 PL 1.00 PF 0.0 61A 13.0 0.0 17.1 0.0 0.0 120 FTG T PE -0.4 61 14.0 0.0 16.7 0.0 0.000 TL 6.00 PV Pipe: 63 0.0 1.049 PL 6.00 PF 0.0 66A 8.0 0.0 20.5 0.0 0.0 120 FTG T PE -2.6 66 14.0 0.0 17.9 0.0 0.000 TL 11.00 PV ECEIVE OCT 12 2ow BY: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTEfil REV.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 64 0.0 1.049 PL 6.00 PF 0.0 67A- 8.0 0.0 20.5 0.0 0.0 120 FTG T PE -2.6 67 - 14.0 0.0 17.9 0.0 0.000 TL 11.00 PV Pipe: 65 0.0 1.049 PL 6.00 PF 0.0 68A 8.0 0.0 20.5 0.0 0.0 120 FTG T PE -2.6 68 14.0 0.0 17.9 0.0 0.000 TL 11.00 Pv Pipe: 66 0.0 1.049 PL 1.00 PF 0.0 69A 13.0 0.0 18.1 0.0 0.0 120 FTG T PE -0.4 69 14.0 0.0 17.7 0.0 0.000 TL 6.00 PV Pipe: 67 0.0 1.049 PL 1.00 PF 0.0 70A 13.0 0.0 18.4 0.0 0.0 120 FTG T PE -0.4 70 14.0 0.0 18.0 0.0 0.000 TL 6.00 Pv Pipe: 68 0.0 1.049 PL 1.00 PF 0.0 71A 13.0 0.0 18.7 0.0 0.0 1.20 FTG T PE -0.4 71 14.0 0.0 18.3 0.0 0.000 TL 6.00 PV Pipe: 69 0.0 1.049 PL 6.00 PF 0.0 72A 8.0 0.0 21.2 0.0 0.0 120 FTG E PE -2.6 72 14.0 0.0 18.6 0.0 0.000 TL 8.00 PV Pipe: 70 0.0 1.049 PL 6.00 PF 0.0 74A 8.0 0.0 21.3 0.0 0.0 120 FTG E PE -2.6 74 14.0 0.0 18.7 0.0 0.000 TL 8.00 PV Pipe: 71 0.0 1.049 PL 6.00 PF 0.0 76A 8.0 0.0 21.5 0.0 0.0 120 FTG T PE -2.6 76 14.0 0.0 18.9 0.0 0.000 TL 11.00 PV Pipe: 72 0.0 1.049 PL 6.00 PF 0.0 77A 8.0 0.0 21.8 0.0 0.0 120 FTG T PE -2.6 77 14.0 0.0 19.2 0.0 0.000 TL 11.00 PV Pipe: 73 0.0 1.049 PL 6.00 PF 0.0 78A 8.0 0.0 22.0 0.0 0.0 120 FTG T PE -2.6 78 14.0 0.0 19.4 0.0 0.000 TL 11.00 PV Pipe: 74 0.0 1.049 PL 6.00 PF 0.0 79A 8.0 0.0 22.3 0.0 0.0 120 FTG T PE -2.6 79 14.0 0.0 19.7 0.0 0.000 TL 11.00 Pv Pipe: 75 -8.4 1.442 PL 58.00 PF 0.4 S7 14.0 0.0 15.3 0.0 1.7 120 FTG T PE 0.0 50 14.0 0.0 15.6 0.0 0.006 TL 66.00 PV Pipe: 76 -8.4 1.442 PL 12.00 PF 0.1 50 14.0 0.0 15.6 0.0 1.7 120 FTG ---- PE 0.0 51 14.0 0.0 15.7 0.0 0.006 TL 12.00 PV EEcelve OCT 2 2 20u0 ! SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#1 REV.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 77 -8.4 1.442 PL 10.00 PF 0.1 51. 14.0 0.0 15.7 0.0 1.7 120 FTG ---- PE 0.0 52 14.0 0.0 15.8 0.0 0.006 TL 10.00 PV Pipe: 78 -8.4 1.442 PL 12.00 PF 0.1 52 14.0 0.0 15.8 0.0 1.7 120 FTG ---- PE 0.0 53 14.0 0.0 15.8 0.0 0.006 TL 12.00 PV Pipe: 79 -8.4 1.442 PL 8.50 PF 0.1 53 14.0 0.0 15.8 0.0 1.7 120 FTG 21, PE -0.5 54 15.2 0.0 15.4 0.0 0.006 TL 14.50 PV Pipe: 80 -8.4 1.442 PL 9.00 PF 0.1 54 15.2 0.0 15.4 0.0 1.7 120 FTG ---- PE 0.0 55 15.2 0.0 15.5 0.0 0.006 TL 9.00 FV Pipe: 81 -8.4 1.442 PL 7.20 PF 0.0 55 15.2 0.0 15.5 0.0 1.7 120 FIG ---- PE 0.0 56 15.2 0.0 15.5 0.0 0.006 TL 7.20 PV Pipe: 82 -8.4 1.442 PL 9.00 PF 0.1 56 15.2 0.0 15.5 0.0 1.7 120 FTG ---- PE 0.0 57 15.2 0.0 15.5 0.0 0.006 TL 9.00 PV Pipe: 83 -8.4 1.442 PL 1.50 PF 0.1 57 15.2 0.0 15.5 0.0 1.7 120 FTG T PE 0.0 P7 15.3 0.0 15.6 0.0 0.006 TL 9.50 PV Pipe: 84 -11.9 1.442 PL 58.00 PF 0.7 S8 14.0 0.0 15.7 0.0 2.3 120 FTG T PE 0.0 58 14.0 0.0 16.3 0.0 0.011 TL 66.00 PV Pipe: 85 -11.9 1.442 PL 12.00 PF 0.1 58 14.0 0.0 16.3 0.0 2.3 120 FTG ---- PE 0.0 59 14.0 0.0 16.5 0.0 0.011 TL 12.00 PV Pipe: 86 -11.9 1.442 PL 10.00 PF 0.1 59 14.0 0.0 16.5 0.0 2.3 120 FTG ---- PE 0.0 60 14.0 0.0 16.6 0.0 0.011 TL 10.00 PV Pipe: 87 -11.9 1.442 PL 12.00 PF 0.1 60 14.0 0.0 16.6 0.0 2.3 120 FTG ---- PE 0.0 61 1.4.0 0.0 16.7 0.0 0.011 TL 12.00 PV Pipe: 88 -11.9 1.442 PL 11.00 PF 0.2 61 14.0 0.0 16.7 0.0 2.3 120 FTG 2L PE -0.5 62 15.2 0.0 16.4 0.0 0.011 TL 17.00 PV Pipe: 89 -11.9 1.442 PL 9.50 PF 0.1 62 15.2 0.0 16.4 0.0 2.3 120 FTG ---- PE 0.0 63 15.2 0.0 16.5 0.0 0.011 TL 9.50 PV Et: Elvml OCT 2 2 2008 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#1 REV.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 90 -11.9 1.442 PL 9.50 PF 0.1 63. 15.2 0.0 16.5 0.0 2.3 120 FTG ---- PE 0.0 64 15.2 0.0 16.6 0.0 0.011 TL 9.50 PV Pipe: 91 -11.9 1.442 PL 6.00 PF 0.1 64 15.2 0.0 16.6 0.0 2.3 120 FTG T PE 0.0 P8 15.3 0.0 16.7 0.0 0.011 TL 14.00 PV Pipe: 92 0.0 1.442 PL 3.50 PF 0.0 65 15.2 0.0 16.7 0.0 0.0 120 FTG T PE 0.0 P8 15.3 0.0 16.7 0.0 0.000 TL 11.50 PV Pipe: 93 0.0 1.442 PL 13.50 PF 0.0 66 14.0 0.0 17.9 0.0 0.0 120 FTG ---- PE 0.0 67 14.0 0.0 17.9 0.0 0.000 TL 13.50 PV Pipe: 94 0.0 1.442 PL 10.00 PF 0.0 67 14.,0 0.0 17.9 0.0 0.0 120 FTG T PE -0.6 Cl 15.3 0.0 17.3 0.0 0.000 TL 18.00 PV Pipe: 95 0.0 1.442 PL 2.30 PF 0.0 68 14.0 0.0 17.9 0.0 0.0 120 FTG T PE -0.6 C1 15.3 0.0 17.3 0.0 0.000 TL 10.30 PV Pipe: 96 -20.1 1.442 PL 58.00 PF 1.8 S9 14.0 0.0 15.8 0.0 4.0 120 FIG T PE 0.0 69 14.0 0.0 17.7 0.0 0.028 TL 66.00 PV Pipe: 97 -20.1 1.442 PL 12.00 PF 0.3 69 14.0 0.0 17.7 0.0 4.0 120 FTG ---- PE 0.0 70 14.0 0.0 18.0 0.0 0.028 TL 12.00 PV Pipe: 98 -20.1 1.442 PL 10.00 PF 0.3 70 14.0 0.0 18.0 0.0 4.0 120 FTG ---- PE 0.0 71 14.0 0.0 18.3 0.0 0.028 TL 10.00 PV Pipe: 99 -20.1 1.442 PL 10.50 PF 0.3 71 14.0 0.0 18.3 0.0 4.0 120 FTG ---- PE 0.0 73 14.0 0.0 18.6 0.0 0.028 TL 10.50 PV Pipe: 100 0.0 1.049 PL 5.50 PF 0.0 72 14.0 0.0 18.6 0.0 0.0 120 FTG ET PE 0.0 73 14.0 0.0 18.6 0.0 0.000 TL 12.50 PV Pipe: 101 -20.1 1.442 PL 3.00 PF 0.1 73 14.0 0.0 18.6 0.0 4.0 120 FTG ---- .PE 0.0 75 14.0 0.0 18.7 0.0 0.028 TL 3.00 PV Pipe: 102 0.0 1.049 PL 4.50 PF 0.0 74 14.0 0.0 16.7 0.0 0.0 120 FTG ET PE 0.0 75 14.0 0.0 18.7 0.0 0.000 TL 11.50 PV E 9..e' E R `G!7 E OCT 2 2 2008 BY: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#1 REV.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NO2. PT DISC. VEL(FPS) HW(C) (FT) SUM. •NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 103 -20.1 1.442 PL 9.00 PF 0.3 75 14.0 0.0 18.7 0.0 4.0 120 FTG ---- PE 0.0 76 14.0 0.0 18.9 0.0 0.028 TL 9.00 PV Pipe: 104 -20.1 1.442 PL 10.00 PF 0.3 76 14.0 0.0 18.9 0.0 4.0 120 FTG ---- PE 0.0 77 14.0 0.0 19.2 0.0 0.028 TL 10.00 PV Pipe: 105 -20.1 1.442 PL 9.00 PF 0.3 77 14.0 0.0 19.2 0.0 4.0 120 FTG ---- PE 0.0 78 14.0 0.0 19.4 0.0 0.028 TL .9.00 PV Pipe: 106 -20.1 1.442 PL 8.50 PF 0.2 78 14.0 0.0 19.4 0.0 4.0 120 FTG ---- PE 0.0 79 14.0 0.0 19.7 0.0 0.028 TL 8.50 PV Pipe: 107 -20.1 1.442 PL 1.00 PF 0.3 79 14.0 0.0 19.7 0.0 4.0 120 FTG T PE 0.0 P9 14.0 0.0 19.9 0.0 0.028 TL 9.00 PV Pipe: 108 -30.5 1.682 PL 7.00 PF 0.2 S1 14.0 0.0 10.3 0.0 4.4 120 FTG ---- PE 0.0 S2 14.0 0.0 10.5 0.0 0.028 TL 7.00 PV Pipe: 109 -61:5 1.682 PL 12.00 PF 1.2 S2 14.0 0.0 10.5 0.0 8.9 120 FTG ---- PE 0.0 S3 14.0 0.0 11.7 0.0 0.104 TL 12.00 PV Pipe: 110 -65.3 1.682 PL 8.00 PF 0.9 S3 14.0 0.0 11.7 0.0 9.4 120 FTG ---- PE 0.0 Al 14.0 0.0 12.7 0.0 0.116 TL 8.00 PV Pipe: 111 -58.1 1.682 PL 4.00 PF 0.4 Al 14.0 0.0 -12.7 0.0 8.4 120 FTG ---- PE 0.0 S4 14.0 0.0 13.0 0.0 0.094 TL 4.00 PV Pipe: 112 -51.8 1.682 PL 12.00 PF 0.9 S4 14.0 0.0 13.0 0.0 7.5 120 FTG ---- PE 0.0 S5 14.0 0.0 14.0 0.0 0.076 TL 12.00 PV Pipe: 113 -46.6 1.682 PL 12.00 PF 0.7 S5 14.0 0.0 14.0 0.0 6.7 120 FTG ---- PE 0.0 S6 14.0 0.0 14.7 0.0 0.062 TL 12.00 PV Pipe: 114 -40.4 1.682 PL 12.00 PF 0.6 S6 14.0 0.0 14.7 0.0 5.8 120 FTG ---- PE 0.0 S7 14.0 0.0 15.3 0.0 0.048 TL 12.00 PV Pipe: 115 -32.0 1.682 PL 12.00 PF 0.4 S7 14.0 0.0 15.3 0.0 4.6 120 FTG ---- PE 0.0 SB 14.0 0.0 15.7 0.0 0.031 TL 12.00 PV OCT 2 2 2008 BY:�_ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#1 REV.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 116 -20.1 1.682 PL 12.00 PF 0.2 SS- 14.0 0.0 15.7 0.0 2.9 120 FTG ---- PE 0.0 S9 - 14.0 0.0 15.8 0.0 0.013 TL 12.00 PV Pipe: 117 -31.4 2.157 PL 9.50 PF 0.1 P1 15.3 0.0 11.9 0.0 2.8 120 FTG ---- PE 0.0 P2 15.3 0.0 12.0 0.0 0.009 TL 9.50 PV Pipe: 118 -62.3 2.157 PL 9.50 PF 0.3 P2 15.3 0.0 12.0 0.0 5.5 120 FTG ---- PE 0.0 P3 15.3 0.0 12.3 0.0 0.032 TL 9.50 PV Pipe: 119 -78.1 2.157 PL 8.00 PF 0.4 P3 15.3 0.0 12.3 0.0 6.9 120 FTG ---- PE 0.0 B1 15.3 0.0 12.7 0.0 0.048 TL 8.00 PV Pipe: 120 -85.2 2.157 PL 4.00 PF 0.2 B1 15.3 0.0 12.7 0.0 7.5 120 FTG ---- PE 0.0 P4 15.3 0.0 12.9 0.0 0.057 TL 4.00 PV Pipe: 121 -91.5 2.157 PL 12.00 PF 0.8 P4 15.3 0.0 12.9 0.0 8.0 120 FTG ---- PE 0.0 PS 15.3 0.0 13.7 0.0 0.065 TL 12.00 PV Pipe: 122 -96.8 2.157 PL 12.00 PF 0.9 P5 15.3 0.0 13.7 0.0 8.5 120 FTG ---- PE 0.0 P6 15.3 0.0 14.6 0.0 0.072 TL 12.00 PV Pipe: 123 -102.9 2.157 PL 12.00 PF 1.0 P6 15.3 0.0 14.6 0.0 9.0 120 FTG ---- PE 0.0 P7 15.3 0.0 15.6 0.0 0.081 TL 12.00 PV Pipe: 124 -111.4 2.157 PL 12.00 PF 1.1 P7 15.3 0.0 15.6 0.0 9.8 120 FIG ---- PE 0.0 P8 15.3 0.0 16.7 0.0 0.093 TL 12.00 PV Pipe: 125 -123.2 2.157 PL 6.00 PF 0.7 PB 15.3 0.0 16.7 0.0 10.8 120 FTG ---- PE 0.0 Cl 15.3 0.0 17.3 0.0 0.112 TL 6.00 PV Pipe: 126 -123.2 2.157 PL 12.00 PF 2.0 C1 15.3 0.0 17.3 0.0 10.8 120 FTG 2L PE 0.6 P9 14.0 0.0 19.9 0.0 0.112 TL 18.00 PV Pipe: 127 -143.4 3.260 PL 9.00 PF 0.2 P9 14.0 0.0 19.9 0.0 5.5 120 FIG ---- PE 0.0 EX 14.0 0.0 20.1 0.0 0.020 TL 9.00 PV Pipe: 128 -143.4 6.357 PL 55.00 PF 0.1 EX 14.0 0.0 20.1 0.0 1.4 120 FTG 2L PE 0.0 A 14.0 0.0 20.2 0.0 0.001 TL 77.00 PV OCT 2 2 2008 BY. DATE: 9/3/2008 JOB TITLE: PIPE TAG END ELEV NODES (FT) Pipe: 129 A 14.0 B 5.0 Pipe: 130 B 5.0 ST 1.0 Pipe: 131 ST 1.0 UG1 -3.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 S:\GUARDIAN FIRE\KROGER\REMOTE#1 REV.SDF NOZ (K) 1 1 Q(GPM) DIA(IN) LENGTH PRESS. PT DISC. VEL(FPS) HW(C) (FT) SUM. (PSI) (GPM) FL/FT (PSI) -143.4 6.357 PL 10.50 PF 0.0 0 0 1 4 120 FTG ---- PE 3.9 20.2 24.1 0.0 0.001 TL 10.50 PV -143.4 6.357 PL 4.00 PF 24.1 0.0 1.4 120 FTG ---- PE 25.8 0.0 0.001 TL 4.00 PV -143.4 6.280 PL 8.00 PF 25.8 0.0 1.5 140 FTG L PE 27.6 0.0 0.001 TL 22.00 PV Pipe: 132 -143.4 6.080 PL 120.00 PF UG1 -3.0 0.0 27.6 0.0 1.6 150 FTG TLG PE SOURCE -3.0 SRCE 27.7 (N/A) 0.001 TL 185.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 7.9 computer program under license no. 16050878 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has.been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.084 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.8 ft/sec at pipe 126. 0.0 1.7 0.0 1.7 0.1 0.0 (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly Bfyvly GatVly A1mChk DPVlV NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 OCT 2 2 2000 BY: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 16 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#1 REV.SDF JOB TITLE: PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet %n) E T L C B G A D N - Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVIv NPTee 1.442 4.00 8.00 3.00 9.00 8.00 1.00 12.00 12.00 8.00 1.682 5.00 10.00 3.00 11.00 8.00 1.00 12.00 12.00 10.00 2.1557 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVIv BfyVly GatVly NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatV1v NPTee 6.080 22.00 46.00 14.00 49.00 15.00 5.00 46.00 OCT 2 2 2008 BY: 1 50.0 G A U G 40.0 E P R E 30.0 2 S S U R E 20.0 p S i 10.0 0.0 B �==p om 0 �I N N o_ M O O -19.7 M 40M==p 800 WATER SUPPLY ANALYSIS ' Static: 53.00 psi Resid: 43.00 psi Flow: 1185.0 gpm LEGEND Available pressure 1 52.47 psi @ 243.4 gpm Required pressure 2 27.67 psi @ 293.4 qpm A. Source Supply Curve B. System Demand Curve 1000 1200 1400 1600 1800 2000 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 18 DATE: 9/3/2008 S:\GUARDIAN FIRE\KROGER\REMOTE#1 REV.SDF JOB TITLE: WATER SUPPLY CURVE .60+ I I 55k 1 *0\\ I \\\ 50+ \\\ 45+ \\\ 1 * <-43.0 psi @ 1185 gpm Flow Test Point P 40+ R I E I S I S 35+ U I R I E 1 30+ ( I P IX S I 1 25+ I I 20+ I I I 15+ I I 10+ LEGEND I I X = Required Water Supply 1 27.67 psi @ 243.4 gpm 5+ 1 0 = Available Water Supply 52.47 psi @ 243.4 gpm o++-+---+----+-----+------+----- 400 600 800 1000 1200 ---+--------+---------+-----------+ 1400 1600 1800 2000 FLOW (GPM) ECEI E, OCT 2 2 2008 BY: Page is too large to OCR. Page is too large to OCR. CHAPTER 10 TRAPS, INTERCEPTORS AND SEPARATORS SECTION 1001 GENERAL 1001.1 Scope. This chapter shall govern the material and installation of traps, interceptors and separators. SECTION 1002 TRAP REQUIREMENTS 1002.1 Fixture traps. Each plumbing fixture shall be sepa- rately trapped by a water -seal trap, except as otherwise permit- ted by this code. The vertical distance from the fixture outlet to the trap weir shall not exceed 24 inches (610 mm) and the hori- zontal distance shall not exceed 30 inches (610 tutu) measured from the centerline of the fixture outlet to the centerline of the inlet of the trap. The height of a clothes washer standpipe above a trap shall conform to Section 802.4. A fixture shall not be double trapped. Exceptions: 1. This section shall not apply to fixtures with integral traps. 2. A combination plumbing fixture is permitted to be installed on one trap, provided that one compartment is not more than 6 inches (152 rum) deeper than the other compartment and the waste outlets are not more than 30 inches (762 mm) apart. 3. A grease trap intended to serve as a fixture trap in accordance with the manufacturer's installation instructions shall be permitted to serve as the trap for a single fixture or a combination sink of not more than three compartments where the vertical distance from the fixture outlet to the inlet of the interceptor does not exceed 30 inches (762 mm) and the developed length of the waste pipe from the most upstream fixture out- let to the inlet of the interceptor does not exceed 60 inches (1524 nun). 1002.2 Design of traps. Fixture traps shall be self -scouring. Fixture traps shall not have interior partitions, except where such traps are integral with the fixture or where such traps are constructed of an approved material that is resistant to corro- sion and degradation. Slip joints shall be made with an approved elastomeric gasket and shall be installed only on the trap inlet, trap outlet and within the trap seal. 1002.3 Prohibited traps. The following types of traps are pro- hibited: 1. Traps that depend on moving parts to maintain the seal. 2. Bell traps. 3. Crown -vented traps. 4. Traps not integral with a fixture and that depend on inte- rior partitions for the seal, except those traps constructed of an approved material that is resistant to corrosion and degradation. 5. "S" traps. 6. Drum traps. Exception: Drum traps used as solids interceptors and drum traps serving chemical waste systems shall not be prohibited. 1002.4 Trap seals. Each fixture trap shall have a liquid seal of not less than 2 inches (51 mm) and not more than 4 inches (102 mm), or deeper for special designs relating to accessible fix- tures. Where a trap seal is subject to loss by evaporation, a trap seal primer valve shall be installed. A trap seal primer valve shall conform to ASSE 1018 or ASSE 1044. 1002.5 Size of fixture traps. Fixture trap size shall be suffi- cient to drain the fixture rapidly and not less than the size indi- cated in Table 709.1. A trap shall not be larger than the drainage pipe into which the trap discharges. 1002.6 Building traps. Building (house) traps shall be prohib- ited, except where local conditions necessitate such traps. Building traps shall be provided with a cleanout and a relief vent or fresh air intake on the inlet side of the trap. The size of the relief vent or fresh air intake shall not be less than one-half the diameter of the drain to which the relief vent or air intake connects. Such relief vent or fresh air intake shall be carried above grade and shall be terminated in a screened outlet located outside the building. 1002.7 Trap setting and protection. Traps shall be set level with respect to the trap seal and, where necessary, shall be pro- tected from freezing. 1002.8 Recess for trap connection. A recess provided for con- nection of the underground trap, such as one serving a bathtub in slab -type construction, shall have sides and a bottom of cor- rosion -resistant, insect- and verminproof construction. 1002.9 Acid -resisting traps. Where a vitrified clay or other brittleware, acid -resisting trap is installed underground, such trap shall be embedded in concrete extending 6 inches (152 mm) beyond the bottom and sides of the trap. 1002.10 Plumbing in mental health centers. In mental health centers, pipes and traps shall not be exposed. SECTION 1003 INTERCEPTORS AND SEPARATORS 1003.1 Where required. Interceptors and separators shall be provided to prevent the discharge of oil, grease, sand and other substances harmful or hazardous to the building drainage sys- tem, the public sewer, the private sewage disposal system or the sewage treatment plant or processes. 1003.2 Approval. The size, type and location of each intercep- tor and of each separator shall be designed and installed in accordance with the manufacturer's instructions and the 2006 INTERNATIONAL PLUMBING CODE® 77 -TRAPS, INTERCEPTORS AND SEPARATORS requirements of this section based on the anticipated condi- tions of use. Wastes that do not require treatment or separation shall not be discharged into any interceptor or separator. 1003.3 Grease interceptors. Grease interceptors shall comply with the requirements of Sections 1003.3.1 through 1003.3.5. 1003.3.1 Grease interceptors and automatic grease removal devices required. A grease interceptor or auto- matic grease removal device shall be required to receive the drainage from fixtures and equipment with grease -laden waste located in food preparation areas, such as in restau- rants, hotel kitchens, hospitals, school kitchens, bars, fac- tory cafeterias and clubs. Fixtures and equipment shall include pot sinks, prerinse sinks; soup kettles or similar devices; wok stations; floor drains or sinks into which ket- tles are drained; automatic hood wash units and dishwashers without prerinse sinks. Grease interceptors and automatic grease removal devices shall receive waste only from fix- tures and equipment that allow fats, oils or grease to be dis- charged. 1003.3.2 Food waste grinders. Where food waste grinders connect to grease interceptors, a solids interceptor shall separate the discharge before connecting to the grease inter- ceptor. Solids interceptors and grease interceptors shall be sized and rated for the discharge of the food waste grinder. Emulsifiers, chemicals, enzymes and bacteria shall not dis- charge into the food waste grinder. 1003.3.3 Grease interceptors and automatic grease removal devices not required. A grease interceptor or an automatic grease removal device shall not be required for individual dwelling units or any private living quarters. 1003.3.4 Grease interceptors and automatic grease removal devices. Grease interceptors or automatic grease removal devices shall conform to PDI G101, ASME Al12.14.3 or ASME Al12.14.4 and shall be installed in accordance with the manufacturer's instructions. 1003.3.4.1 Grease interceptor capacity. Grease inter- ceptors shall have the grease retention capacity indicated in Table 1003.3.4.1 for the flow -through rates indicated. 1003.3.4.2 Rate of flow controls. Grease interceptors shall be equipped with devices to control the rate of water flow so that the water flow does not exceed the rated flow. The flow -control device shall be vented and termi- nate not less than 6 inches (152 mm) above the flood rim level or be installed in accordance with the manufac- turer's instructions. 1003.3.5 Automatic grease removal devices. Where auto- matic grease removal devices are installed, such devices shall be located downstream of each fixture or multiple fix- tures in accordance with the manufacturer's instructions. The automatic grease removal device shall be sized to pretreat the measured or calculated flows for all connected fixtures or equipment. Ready access shall be provided for inspection and maintenance. 1003.4 OR separators required. At repair garages, car -wash- ing facilities, at factories where oily and flammable liquid wastes are produced and in hydraulic elevator pits, separators shall be installed into which all oil-bearing, grease -bearing or flammable wastes shall be discharged before emptying into the building drainage system or other point of disposal. Exception: An oil separator is not required in hydraulic ele- vator pits where an approved alarm system is installed. TABLE 1003.3.4.1 CAPACITY OF GREASE INTERCEPTORS' TOTAL FLOW -THROUGH RATING (9pm)(pounds) GREASE RETENTION CAPACITY 4 8 6 12 7 14 9 18 10 20 12 24 14 28 15 30 18 36 20 40 25 50 35 70 50 100 75 150 100 200 Far SI: 1 gallon per minute = 3.785 Lm, I pound = 0.454 kg. a. For total flow -through ratings greater than 100 (gpm) , double the flow - through rating to determine the grease retention capacity (pounds). 1003.4.1 Separation of liquids. A mixture of treated or untreated light and heavy liquids with various specific grav- ities shall be separated in an approved receptacle. 1003.4.2 Oil separator design. Oil separators shall be designed in accordance with Sections 1003.4.2.1 and 1003.4.2.2. 1003.4.2.1 General design requirements. Oil separa- tors shall have a depth of not less than 2 feet (610 mm) below the invert of the discharge drain. The outlet open- ing of the separator shall have not less than an 18-inch (457 rum) water seal. 1003.4.2.2 Garages and service stations. Where auto- mobiles are serviced, greased, repaired or washed or where gasoline is dispensed, oil separators shall have a minimum capacity of 6 cubic feet (0.168 m3) for the first 100 square feet (9.3 mz) of area to be drained, plus 1 cubic foot (0.28 m3) for each additional 100 square feet (9.3 m2) of area to be drained into the separator. Parking garages in which servicing, repairing or washing is not conducted, and in which gasoline is not dispensed, shall not require a separator. Areas of commercial garages uti- lized only for storage of automobiles are not required to be drained through a separator. 1003.5 Sand interceptors in commercial establishments. Sand and similarinterceptors for heavy solids shall be designed I� 78 2006 INTERNATIONAL PLUMBING CODE° Page is too large to OCR. Page is too large to OCR. Lil Jack's Family Fun Center. 1010 S. Broadway LaPorte, Texas 77571 Phone #281/479-5867 www.liljacks.com December 16, 2008 Harris County Public Health and Environmental Services Attention: Terri Lynch 2223 West Loop South, Suite 529 Houston, Texas 77027 Re: UP Jack's Concession Area The four different surface types located in the area are: • Floor will be VCT the • Counters will be laminated formica with ADA approved backsplash • Surrounding walls will be composed of sheetrock, with Sherwin Williams water base paint. • Ceiling will be Huma Guard 2 x 4 ceiling tiles Please find attached 3 different renderings of possible floor plans. Jack Barfield f SERVE DEC 12 2008 BY: ?�`� LA PORTE FIRE MA►RSHAUS OFFICE "PLAN REVIE RevII Date 10/13/2008 Business Name Lil Jacks Moonwalk Rentals Address 1010 S. Broadway Type of Review Build out Reviewed by Clif Meekins, Fire Marshal Approval YES The following items are identified by the Fire Marshal's Office during the plan review: 1) Fire Sprinkler shall be installed in accordance to 2003 International Fire Code; NFPA 101 Life Safety Code, 2000 Ed; and NFPA 13, 1999 Ed. The current Fire Sprinkler will need to be updated to current standards and installed for proper coverage. Separate plans shall be submitted from a Fire Sprinkler company with an RUE seal. 2) Building shall be protected by a Fire Alarm in accordance to 2003 International Fire Code; NFPA 101 Life Safety Code, 2000 Ed; and NFPA 72, 1999 Ed. Separate plans shall be submitted for Fire Alarm. c,a�� 120 South 2"d Street, La Porte, TX 77571 Office:281-867-4603 Fax:281-867-4629 0 v 0 F-1 0 HAND SINK 3 COMPARTMENT SINK 30 SALES COUNTER ® ICE MACHINE 5� HOT WATER HEATER © MOP SET SINK (EXISTING OUTSIDE ROOM) 70 SODA FOUNTAIN MACHINE ® CONCESSION COUNTER EXIT EIVi- DEC 2 2 200E L� HARRIS COUNTY PHES 21 FINAL APPROVAL okay SUBJECT TO /O FIEL D LD INSPECTION DATE: ? G BY: Page is too large to OCR. Llupomr E LA PORTE FIRE MARSHAL'S - - OFFICE "PLAN REVIEW" Rev.11 Date 02/28/2009 Business Name Lil Jacks Moonwalk Rentals Address 1010 S. Broadway Type of Review Fire Alarm Reviewed by Clif Meekins, Fire Marshal ADDroval YES The following items are identified by the Fire Marshal's Office during the plan review: 1) The Fire Marshal's Office must witness a function test of the Fire Alarm system. Contact the Fire Marshal's Office 24hrs in advance to schedule a Fire Alarm system test. A licensed technician shall be on site the day of testing. 2) 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. �RFM TyFAP Qi f Op P I ®, ToTyF�/WD 4 0 ZDA NS HFOy9N� RF�O�SO F/S00 O0NQ� 120 South 2"8 Street, LaPorte, TX 77571 Office: 281-867-4603 Fax:281-867-4629 Page is too large to OCR.